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PLANS - 05-00470 - Walgreens - New Building
- � - rvr rritac I - I U IOILUV.7 O.J0.41 HIVI CONNNECT VALVE INTO EXISTING CITY SYSTEM IRRIGATION SCHEDULE SYMBOL TYPE MANUFACTURER /MODEL /DESCRIPTION MATURE PLANT SIZE QUANTITY RAIN BIRD XCZ- 100 -BFF tp ELECTRIC REMOTE CONTROL ZONE KIT o I y aC4 RAIN BIRD ESP -4S ® LARGE HYBRID CONTROLLER, 4 STATIONS, WITH TREE 30' -50' @ MATURITY INDOOR CABINET. COORDINATE WITH GENERAL 2 GPH CONTRACTOR FOR THE INSTALLATION OF 3/4" DECIDUOUS TREE CONDUIT FROM CONTROLLER ROOM THROUGH 4 1 BUILDING FOUNDATION TO LANDSCAPE AREA. LARGE DECIDUOUS RAIN BIRD RSD -BEX ® 3 RAIN SENSOR, WITH BRACKET, EXTENSION GPH SMALL WIRE BF 3' -6 ' @ MATURITY FEBCO 850 1" 1 GPH REDUCED PRESSURE BACKFLOW PREVENTER p TREE CONCRETE 4 2 5 GAL. CONCERTE MINIMUM D EVERGREEN METER: AS SPECIFIED 6' -10' @ MATURITY 3 ON CIVIL DRAWINGS. GPH SMALL & SPREADING EVERGREEN SHRUB IRRIGATION LATERAL LINE: BLACK STRIPE TUBING 2 1 IRRIGATION MAINLINE 1 1/2 PVC SCHEDULE 40 GROUND COVER DRIP: REFER TO DRIP EMITTER SCHEDULE, THIS SHEET. ............ .......... I. 1 PIPE SLEEVE: PVC CLASS 200 ° TYPICAL PIPE SLEEVE FOR IRRIGATION o PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE valve CallOut THROUGH SLEEVING MATERIAL. EXTEND W� Valve Number SLEEVES 18 INCHES BEYOND EDGES OF # # -- valve GPM PAVING OR CONSTRUCTION. #" valve Size IRRIGATION NOTES 1. IRRIGATION SYSTEM MATERIALS ARE OFTEN SHOWN OUTSIDE OF LANDSCAPE AREAS FOR CLARITY. ALWAYS PLACE IRRIGATION SYSTEM MATERIALS WITHIN LANDSCAPE AREAS. LOCATE VALVE BOXES NEXT TO CURBS, PAVED SURFACES, OR IN PLANTING BEDS WHERE POSSIBLE. DO NOT LOCATE VALVES OR VALVE BOXES IN THE BOTTOM OF DRAINAGE BASINS. 2. SUPPLY IRRIGATION CONTROLLER AS SPECIFIED AND LOCATE IRRIGATION CONTROLLER AS SHOWN ON PLANS AND DETAILS. COORDINATE LOCATION AND INSTALLATION OF CONTROLLER(S) WITH GENERAL CONTRACTOR. COORDINATE ELECTRICAL SUPPLY WITH ELECTRICAL OR GENERAL CONTRACTOR. 3. IRRIGATION SYSTEM DESIGN IS BASED ON 30 LBS. OF STATIC PRESSURE AT THE SOURCE. AT 50 G.P.M. CONTRACTOR TO VERIFY WORKING P.S.I. AT MAXIMUM OPERATING FLOW PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT OF ANY DEFICIENCIES PRIOR TO BEGINNING WORK. 4. SLEEVING SHALL BE PROVIDED UNDER ALL HARD SURFACES AND SHALL BE 4" CLASS 200 PVC FOR ALL PIPING UP TO 2.5 "; AND 6" SLEEVES FOR ALL 3" AND LARGER PIPING. PROVIDE SEPARATE 2" SLEEVES UNDER ALL HARD SURFACES FOR IRRIGATION WIRING. 5. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES. 6. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES ABOVE AND BELOW GRADE PRIOR TO BEGINNING ANY WORK. UTILIZE THE LOCAL 'CALL BEFORE YOU DIG' UTILITY LOCATION SERVICES. 7. CONTRACTOR IS TO ADJUST EMITTER'S AS NECESSARY PRIOR TO SUBSTANTIAL COMPLETION, AND AGAIN AT FINAL COMPLETION. 8. COORDINATE THE INSTALLATION OF IRRIGATION SYSTEM WITH ALL OTHER TRADES. 9. CONTRACTOR TO COORDINATE IRRIGATION EQUIPMENT WITH LANDSCAPE MATERIALS TO AVOID CONFLICTS. #2 11.32 1" DRIP RAIN SE PLANT TYPE MATURE PLANT SIZE QUANTITY EMITTER SIZE tp o I y aC4 ~ LARGE DECIDUOUS TREE 30' -50' @ MATURITY 4 2 GPH SMALL DECIDUOUS TREE 15' -30' @ MATURITY 4 1 GPH LARGE DECIDUOUS SHRUB 6' -12' @ MATURITY 3 2 GPH SMALL DECIDUOUS SHRUB 3' -6 ' @ MATURITY 2 1 GPH LARGE EVERGREEN TREE 30' -55' @ MATURITY 4 2 GPH LARGE EVERGREEN SHRUB 6' -10' @ MATURITY 3 2 GPH SMALL & SPREADING EVERGREEN SHRUB 2' -6' @ MATURITY 2 1 GPH GROUND COVER VINES & OR SPREADING 1 1 GPH LINE FLUSH CAP 1 =20' 60 80 feet f NORTH SHERRY PRATT VAN VOORHIS LANDSCAPE ARCHITECTS 621 WEST MAEION AVE. SUITE 306 SPOKANE, WASHINGTON 99201 {S09} USOS11 -FAX p" 32S-0SS7 WWW.SPVV.COM P/74/1019 Edison & Company 175 East 400 South, Suite 607 Salt Lake City, Utah 84111 801 - 521 -6970 O 4 U O O m N p� .Q 8 NOV, 2005 SHEET NO. L- 107 04 -180/ tp o I y aC4 ~ N Its � �� W g o a o W � N Y t e ° o Zs W� m N p� .Q 8 NOV, 2005 SHEET NO. L- 107 04 -180/ — _ L_IVZ _1_1_rvr rmt-ac i - i u iorcuuu 0.11.v4+rArvi PLANT SCHEDULE TREES BOTANICAL /COMMON CONT CAL SIZE ARC Acer rubrum `Columnar / Columnar Maple B & B 2.5 "Cal FPP Fraxinus pennsylvanica 'Patmore` / 'Patmore' Ash B & B 2.5 "Cal PPW Pinus strobus 'Pendula' / Pendulous white Pine B & B 6' ht. SHRUBS BOTANICAL /COMMON CONT CAL SIZE CAK Calamagrostis acutifolia Karl Foerster' / Foerster's Reed Grass 1 gal CTS Chamaecyparis thyoides Shiva` 5 gal 2' ht. EAC Euonymus alatus 'Compactus' / Compact Burning Bush 3 gal 2' ht. FVB Forsythia viridissima 'Bronxensis' / Dwarf Forsythia 5 gal 2' ht. PAH Pennisetum alopecuroides Hameln / Hamin Dwarf Fountain Grass 1 gal PNW Pinus strobus Nana' / Dwarf white Pine 5 gal 2' ht. RPR Rhododendron 'PJM' / Rhododendron 5 gal 2' ht. GROUND COVERS BOTANICAL /COMMON CONT Arctostaphylos uva -ursi / Bearberry 1 gal@ 24" oc GENERAL PLANTING NOTES 1. THE INFORMATION ON THIS SHEET IS INCOMPLETE UNLESS ACCOMPANIED BY THE CORRESPONDING SPECIFICATION SECTIONS) DEVELOPED FOR THIS PROJECT. REFER TO THOSE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. VERIFY LOCATION OF ALL EXISTING AND PROPOSED UTILITIES EITHER ABOVE OR BELOW GRADE PRIOR TO BEGINNING ANY WORK. COORDINATE WITH IRRIGATION CONTRACTOR TO AVOID CONFLICTS BETWEEN IRRIGATION EQUIPMENT AND TREE /SHRUB PLACEMENT. 3. VERIFY THAT SUB GRADE PREPARATION HAS BEEN COMPLETED TO ACCEPTABLE TOLERANCES PRIOR TO BEGINNING ANY WORK. 4. ALL WORK COMPLETED SHALL BE GUARANTEED PER SPECIFICATIONS. 5. LANDSCAPED AREAS TO RECEIVE 6" IN ALL SHRUB PLANTING AREAS. 6. ALL LANDSCAPE AREAS SHALL BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM - SEE SHEET L -101. 7. COORDINATE WITH GENERAL CONTRACTOR FOR THE PROTECTION AND WATERING OF EXISTING PLANT MATERIAL UNTIL THE NEW IRRIGATION SYSTEM IS OPERABLE. 8. LAWN AREAS SHALL BE EDGED AS INDICATED IN DETAIL #1, SHEET L -501. 9. SHRUB PLANTING AREAS SHALL BE MULCHED WITH 3" OF APPROVED BARK MULCH UNLESS OTHERWISE NOTED. GROUND COVER AREAS SHALL BE DRESSED WITH 1" - 2" OF APPROVED BARK MULCH UNLESS OTHERWISE NOTED. FINISHED GRADE OF MULCH SHALL NOT BE ABOVE OR MORE THAN 1" BELOW ADJOINING SURFACES. 10. ALL NATIVE GRASS AREAS SHALL BE SEEDED AS PER SPECIFICATIONS. 11. ALL PLANTS ARE SHOWN AT 3 MATURITY. CONTRACTOR SHALL POSITION PLANTS TO ALLOW FOR MATURE GROWTH. 12. PLANT SYMBOLS SHALL DICTATE COUNT. TYPICAL PLANTING LEGEND TYPICAL DECIDUOUS TREE PLANTING TYPICAL EVERGREEN TREE PLANTING TYPICAL SHRUB PLANTING AUU -6 11 AUU -12 ... • ` - -- .. RPR -6 EAC -2 AUU -0 2- RPR 3 -FVB 3-EAC 2 -RPR 5 -EAC 1 -PNW ., 4- EAC PAH -2 7 SHERRY PRATT VAN VOORHIS LANDSCAPE ARCHITECTS 621 WEST MALLOW AYE. SURE 306 SPOKANE, WASHINGTON 99201 1509)3154511 - FAX 1509) 3254557 WWW.SPVV.COM Phl / /fps Edison � III 1 �E Lei l �C!� • �i A ►' V�. I�0A A� V ��J 4 LU i j C t �� • s 5 Q O c J r BAN . W � o Wz�14 C9 ' O 3 Q 2 0 N oil SHERRY PRATT VAN VOORHIS LANDSCAPE ARCHITECTS 621 WEST MALLOW AYE. SURE 306 SPOKANE, WASHINGTON 99201 1509)3154511 - FAX 1509) 3254557 WWW.SPVV.COM Phl / /fps Edison 0 m a h W � a N� v f Company 8 Noy 2 005 0 20 40 60 80 feet 175 East 400 South, Suite 607 SHEET NO. Salt Lake City, Utah 84111 I NORTH 1" = 20' 801 521 - 6970 04 -1801 10 -RPI 1 -FPP 3-EAC A W �01 �ffl i _Z_ I I •• 1 • • �/ 11111111111111 -`��y -`mow ♦ � �>><r .�• - -•� �1` n�.jI . .. NMI; AUu-12 .. URBAN'ACCESSORIES OT 24, 5' SQUARE TREE GRATE, WITH FRAME, SEE SPECIFICATIONS FOR FURTHER DETAILS. SEE CIVIL SITE PLAN FOR QUANTITIES. AND SPECIFIC LOCATIONS, TYP. 8 -PAH Auu -13 cnr _2 RPR - PNW -1 8 -PAH 7 -FVB 1 -PNW 6-RPR 40 AUU TRASH RECEPTACLES: 50-AUU BENCHES: 7 -FVB 'TIMBERFORM' MODEL 'TIMBERFORM' MODEL 2663 2667 -AT. COLOR BY OWNER, 'CRAFTSMAN' SERIES WITH SEE CIVIL SITE PLAN FOR METAL SLATS, SEE CIVIL SITE QUANTITIES AND SPECIFIC PLAN FOR QUANTITIES AND LOCATIONS, TYP. SPECIFIC LOCATIONS, TYP. Lei O V�. LU j C t 5 Q O J . W � o Wz�14 C9 ' O 3 Q 2 0 N v ~ 2 Q W v 0 m a h W � a N� v f Company 8 Noy 2 005 0 20 40 60 80 feet 175 East 400 South, Suite 607 SHEET NO. Salt Lake City, Utah 84111 I NORTH 1" = 20' 801 521 - 6970 04 -1801 10 -RPI 1 -FPP 3-EAC A W �01 �ffl i _Z_ I I •• 1 • • �/ 11111111111111 -`��y -`mow ♦ � �>><r .�• - -•� �1` n�.jI . .. NMI; AUu-12 .. URBAN'ACCESSORIES OT 24, 5' SQUARE TREE GRATE, WITH FRAME, SEE SPECIFICATIONS FOR FURTHER DETAILS. SEE CIVIL SITE PLAN FOR QUANTITIES. AND SPECIFIC LOCATIONS, TYP. 8 -PAH Auu -13 cnr _2 RPR - PNW -1 8 -PAH 7 -FVB 1 -PNW 6-RPR 40 AUU TRASH RECEPTACLES: 50-AUU BENCHES: 7 -FVB 'TIMBERFORM' MODEL 'TIMBERFORM' MODEL 2663 2667 -AT. COLOR BY OWNER, 'CRAFTSMAN' SERIES WITH SEE CIVIL SITE PLAN FOR METAL SLATS, SEE CIVIL SITE QUANTITIES AND SPECIFIC PLAN FOR QUANTITIES AND LOCATIONS, TYP. SPECIFIC LOCATIONS, TYP. - LHIVUJI.Ht'C L JV 1 i it-Ur t'Hl7C i - I I/ 10 /LUVD O.J /.44 hi1Vl � v 1" TREE CHAIN �.. STAPLE TO ..s TREE STAKES 3 TREE WRAP, WRAP TO FIRST LIMB PRESSURE TREATED H STAKES 3 PER TREE g u•, 3" MULCH CREATE EARTHEN SAUCER v1 PEEL BACK 1/3 1 BURLAP & REMOVE °C EXCESS > 12 " LIGHTLY COMPACTED SOIL MIX, WATER 12" THOROUGHLY } 2 TIMES THE SIZE OF ROOTBALL NOTES: 1. FERTILIZE W/ GRANULAR FERTILIZER PRIOR TO INSTALLATION OF MULCH. 2. CUT WIRE BASKET VERTICALLY FROM TOP TO BOTTOM A MINIMUM OF 3 PLACES. 3. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 4. PRIOR TO PLACEMENT REMOVE ALL NON- ORGANIC WRAPPING AND BINDING MATERIAL. scvv DECIDUOU TREE PLANTING NTS TYPICAL LOCATIONS FOR CONCRETE THRUST BLOCK NOTES: 1. INSTALL THRUST BLOCKS AT ALL CHANGES IN DIRECTION ON MAINLINE ONLY. 2. ALL CONCRETE TO BE RATED AT 3000 PSI AT 28 DAYS. 3. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 4. MINIMUM OF 5 GAL. VOLUME OF CONCRETE PER THRUST BLOCK. 5. AREA TO RECEIVE THRUST BLOCK SHALL BE WRAPPED WITH APPROVED FILTER FABRIC PRIOR TO PLACEMENT OF CONCRETE. svvv CONCRE THRUST BLOCK NTS NTS NOTE: 1. USE RAIN BIRD BUG GUN MODEL EMA -BG TO INSERT EMITTER DIRECTLY INTO XERI -TUBE OR RAIN TUBE TUBING. PVC SCH 40 MALE ADAPTER sPwI EMITTER I - N TO XERI -TUBE NTS NTS CitY of Rexburg Monument Sign' 101 1 1' -4" 13 SEATWALL PLAN VIEW L -102 1:20 NTS 1 a 1 _ t 611 6" 6" CRUSHED GRAVEL SHERRY PRATT VAN VOOMIS LANDSCAPE ARCHITECTS 621 WEST MALLON AVE. SUITE 306 SPOKANE, WASHINGTON 99201 (S09) 32SAS11. FAX (569) 32S -RS7 WWW.SPVV.COM PlY11110.9 Edison & Company 175 East 400 South, Suite 607 Salt Lake City, Utah 84111 801 - 521 -6970 O TOP OF MULCH O DI RAIN E BIRD G DBC 1 2 3 TDS -050 -025 �4 PE PIPE: RAIN BIRD 2O 1/4 -INCH TUBING STAKE: 7 O 4 RAIN BIRD TS -025 RAIN BIRD CF -21 ® O 3 1/4 -INCH VINYL DISTRIBUTION „� m TUBING: RAIN BIRD DT -025 • PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) AND PVC FITTING TOP OF MULCH O 8 LATERAL PIPE �'i ,; ,.. :• :.:'';r .. _• :, ' O SINGLE- OUTLET EMITTER: • •, 1'. ,: ,•. RAIN BIRD XERI -BUG EMITTERS XB -20 Al b J PE PIPE: RAIN BIRD Y .- w '•: �. '.f... Z XERI -TUBE XT- 050 -200 �7 FINISH GRADE EMITTER I - N TO XERI -TUBE NTS NTS CitY of Rexburg Monument Sign' 101 1 1' -4" 13 SEATWALL PLAN VIEW L -102 1:20 NTS 1 a 1 _ t 611 6" 6" CRUSHED GRAVEL SHERRY PRATT VAN VOOMIS LANDSCAPE ARCHITECTS 621 WEST MALLON AVE. SUITE 306 SPOKANE, WASHINGTON 99201 (S09) 32SAS11. FAX (569) 32S -RS7 WWW.SPVV.COM PlY11110.9 Edison & Company 175 East 400 South, Suite 607 Salt Lake City, Utah 84111 801 - 521 -6970 O V W 4 i o � m ZU �y® Z N� Q v .� .Q . K 8 NO V, 2005 SHEET NO. 04 -180F TREE CHAIN 1" 3 PER TREE b 3" MIN. OF APPROVED 4 w MULCH THROUGHOUT BED _ W/ ONLY 1 1/2 " -2" ABOVE ROOT BALL. 0 3 11 2" X 4" X 24" PRESSURE TREATED STAKES PLACED 2" BELOW LU "' FINISHED GRADE Q 3 PER TREE t 1 f _ PEEL BACK TOP 1/3 OF BURLAP J 2 TIMES THE SIZE OF ROOTBALL LIGHTLY COMPACTED SOIL MIX WATER THOROUGHLY NOTES: 1. CREATE EARTHEN SAUCER WITH TOPSOIL MIX AROUND EACH PLANT. 2. FERTILIZE WITH GRANULAR FERTILIZER PRIOR TO INSTALLATION OF MULCH 3. REMOVE WIRE BASKET AND ALL OTHER NON - ORGANIC WRAPPING ENTIRELY PRIOR TO PLACEMENT. svvv EVERGREEN TREE PLANTING NTS LAWN /MULCH TOPSOIL IRRIGATION VAULT FINISHED GRADE EVERGREEN OR DECIDUOUS GROUND COVER BARK MULCH 2" I -C 6 "� T_ FERTILIZE AS PER SPECIFICATIONS LIGHTLY COMPACTED SEE SOIL MIX, WATER THOROUGHLY LIGHTLY SPACING COMPACTED SUBSOIL NOTES: 1. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 2. FERTILIZE W/ ORGANIC FERTILIZER PRIOR TO PLACING MULCH MATERIAL. 3. EDGING SHALL BE INSTALLED TO CREATE SMOOTH TRANSITIONS BETWEEN GRADE CHANGES. 4. PRIOR TO PLACEMENT REMOVE ALL NON ORGANIC WRAPPING AND BINDING MATERIALS. sPVV SCHEDULE 40 STEEL APPROX PIPE SIZED AS 9 112" DEFINED BY MODEL # CHOSEN FLANGED SURFACE MOUNT ASSEMBLY 3' NISH BROOM F CONCRETE -� vt L4 112" 3" 1 ' ..y: , + It , 5/8 CRUSHED 4' r ROCK COMPACTED SUBGRADE NOTES: 1. INSTALL OWNER SUPPLIED BIKE RACK, COORDINATE LOCATION OF CONCRETE FOOTINGS AS PER MANUFACTURER'S INSTALLATION. 2. DO NOT LOCATE ANCHOR BOLTS UNTIL BIKE RAKE IS IN PLACE. 3. CONCRETE SHALL BE, 3000 PSI @ 28 DAYS. PROVIDE BROOM FINISH ON EXPOSED SURFACES. BIKE RA NTS 1" QUICK COUPLER ASSEMBLY. z 0o LATERAL LINE MAINLINE CONTROL WIRE TAPED AT 5' INTERVALS, BUT NOT TAPED TO MAINLINE SAND BEDDING MATERIAL THROUGH OUT. MIN. 2" SAND BETWEEN ALL PIPES. 2" MIN. NATIVE BACK FILL IRRIGATION TRENCH NOTES: 1. CONCRETE WALL -3000 PSI @ 28 DAYS. SEATWALL SECTION EVERGREEN OR DECIDUOUS SHRUB OR GROUNDCOVER 3" MIN. OF APPROVED MULCH THROUGHOUT BED, 1 " -2 " OVER ROOTBALL & IN SHRUB / GROUNDCOVER AREA. KEEP MULCH 3" FROM SHRUB / GROUNDCOVER TRUNK(S). UNDISTURBED SUBGRADE - SCARIFY EDGES PRIOR TO PLACING TOPSOIL LIGHTLY COMPACTED TOPSOIL MIX, WATER THOROUGHLY NOTES: 1. CREATE EARTHEN SAUCER WITH TOPSOIL MIX AROUND ALL PLANTS. 2. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 3. FERTILIZE W/ GRANULAR FERTILIZER PRIOR TO PLACING MULCH MATERIAL. 4. PRIOR TO PLACEMENT REMOVE ALL NON- ORGANIC WRAPPING AND BINDING MATERIALS. SPVV- SHRUB PLANTING NTS GRO UNDCOVER PLANTING NTS BACK FLOW PREVENTER GALV. UNIO 30' GALVANIZED PIPE TO ME ER IRR. MAIN-- - 1" MANUAL DRAIN VALVE AS PER SPECIFICATION GAL. TEES, ELBOWS, 2" MIN. NIPPLES AS REQUIRED '0 � O o O 00 FILTER FABRIC �8 �8 2 "o- 0 0 0 3/4 MINUS DRAIN GRAVEL IN SUMP NOTES: 1. VALVE BOXES SHALL BE INSTALLED TO PROVIDE THE MIN. CLEARANCES AS SHOWN SUBMIT CUT SHEETS FOR APPROVAL. 2. PROVIDE ALL FITTINGS AND PIPING AS REQUIRED FOR PROPER INSTALLATION. DOUBLE CHECK NTS • mill . • •• � ' m n mill 11 • mill ''I'iII�II ��Ii'II� • � .. � • • � .. Milli ... . X • ..��,�..• :,�•::.; R23 SIGN TAPERS AT TOP FROM O BACK TO FRONT 15 DEGREES. SEE SECTION. 14' -5" XERIGATION CONTROL ZONE KIT NTS 12 -5( 16' -0" i WELCOME TO DOWNTOWN REXBURG THE HEART OF AMERICAS FAMILY COMMUNITY a ° a SIGN ELEVATION �1 PVC SCH 80 NIPPLE (CLOSE) O 2 VALVE BOX WITH COVER: 24 -INCH SIZE O 3 ID TAG O 4 WATER PROOF CONNECTION (1 OF 2) O 30 -INCH LINEAR LENGTH OF WIRE, COILED 6 FINISH GRADE 7 TOP OF MULCH U 8 PVC SCH 40 COUPLING �9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 PVC SCH 40 ELL 11 PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 12 PVC SCH 40 TEE OR ELL 13 BRICK (1 OF 4) 14 3 .0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 15 PVC MAINLINE 16 CONTROL ZONE KIT: RAIN BIRD MODEL XCZ- LF- 100 -BF & MODEL XCZ- 100 -BFF 17 PVC SCH 80 UNION FOR SERVICING ASSEMBLY 18 PVC SCH 40 MALE ADAPTER SPwJ O l SINGLE - OUTLET EMITTER: RAIN BIRDI XERI -BUG EMITTER XB -20 O TOP OF MULCH O TIE -DOWN STAKE: RAIN BIRD 6 TDS -050 1 �4 PE PIPE: RAIN BIRD XERI -TUBE XT- 050 -200 7 O COMPRESSION FLUSH CAP: RAIN BIRD CF -21 ® COMPRESSION X 1/2 -INCH FPT k j m k O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) AND PVC FITTING I O 8 LATERAL PIPE NOTE: 1. USE RAIN BIRD BUG GUN MODEL EMA -BG TO INSERT EMITTER DIRECTLY INTO XERI -TUBE AND RAIN TUBE. o 41 b PVC SCH 40 MALE ADAPTER b J b W Z v Q � 4 _ / Z 11-< ra O V W 4 i o � m ZU �y® Z N� Q v .� .Q . K 8 NO V, 2005 SHEET NO. 04 -180F TREE CHAIN 1" 3 PER TREE b 3" MIN. OF APPROVED 4 w MULCH THROUGHOUT BED _ W/ ONLY 1 1/2 " -2" ABOVE ROOT BALL. 0 3 11 2" X 4" X 24" PRESSURE TREATED STAKES PLACED 2" BELOW LU "' FINISHED GRADE Q 3 PER TREE t 1 f _ PEEL BACK TOP 1/3 OF BURLAP J 2 TIMES THE SIZE OF ROOTBALL LIGHTLY COMPACTED SOIL MIX WATER THOROUGHLY NOTES: 1. CREATE EARTHEN SAUCER WITH TOPSOIL MIX AROUND EACH PLANT. 2. FERTILIZE WITH GRANULAR FERTILIZER PRIOR TO INSTALLATION OF MULCH 3. REMOVE WIRE BASKET AND ALL OTHER NON - ORGANIC WRAPPING ENTIRELY PRIOR TO PLACEMENT. svvv EVERGREEN TREE PLANTING NTS LAWN /MULCH TOPSOIL IRRIGATION VAULT FINISHED GRADE EVERGREEN OR DECIDUOUS GROUND COVER BARK MULCH 2" I -C 6 "� T_ FERTILIZE AS PER SPECIFICATIONS LIGHTLY COMPACTED SEE SOIL MIX, WATER THOROUGHLY LIGHTLY SPACING COMPACTED SUBSOIL NOTES: 1. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 2. FERTILIZE W/ ORGANIC FERTILIZER PRIOR TO PLACING MULCH MATERIAL. 3. EDGING SHALL BE INSTALLED TO CREATE SMOOTH TRANSITIONS BETWEEN GRADE CHANGES. 4. PRIOR TO PLACEMENT REMOVE ALL NON ORGANIC WRAPPING AND BINDING MATERIALS. sPVV SCHEDULE 40 STEEL APPROX PIPE SIZED AS 9 112" DEFINED BY MODEL # CHOSEN FLANGED SURFACE MOUNT ASSEMBLY 3' NISH BROOM F CONCRETE -� vt L4 112" 3" 1 ' ..y: , + It , 5/8 CRUSHED 4' r ROCK COMPACTED SUBGRADE NOTES: 1. INSTALL OWNER SUPPLIED BIKE RACK, COORDINATE LOCATION OF CONCRETE FOOTINGS AS PER MANUFACTURER'S INSTALLATION. 2. DO NOT LOCATE ANCHOR BOLTS UNTIL BIKE RAKE IS IN PLACE. 3. CONCRETE SHALL BE, 3000 PSI @ 28 DAYS. PROVIDE BROOM FINISH ON EXPOSED SURFACES. BIKE RA NTS 1" QUICK COUPLER ASSEMBLY. z 0o LATERAL LINE MAINLINE CONTROL WIRE TAPED AT 5' INTERVALS, BUT NOT TAPED TO MAINLINE SAND BEDDING MATERIAL THROUGH OUT. MIN. 2" SAND BETWEEN ALL PIPES. 2" MIN. NATIVE BACK FILL IRRIGATION TRENCH NOTES: 1. CONCRETE WALL -3000 PSI @ 28 DAYS. SEATWALL SECTION EVERGREEN OR DECIDUOUS SHRUB OR GROUNDCOVER 3" MIN. OF APPROVED MULCH THROUGHOUT BED, 1 " -2 " OVER ROOTBALL & IN SHRUB / GROUNDCOVER AREA. KEEP MULCH 3" FROM SHRUB / GROUNDCOVER TRUNK(S). UNDISTURBED SUBGRADE - SCARIFY EDGES PRIOR TO PLACING TOPSOIL LIGHTLY COMPACTED TOPSOIL MIX, WATER THOROUGHLY NOTES: 1. CREATE EARTHEN SAUCER WITH TOPSOIL MIX AROUND ALL PLANTS. 2. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 3. FERTILIZE W/ GRANULAR FERTILIZER PRIOR TO PLACING MULCH MATERIAL. 4. PRIOR TO PLACEMENT REMOVE ALL NON- ORGANIC WRAPPING AND BINDING MATERIALS. SPVV- SHRUB PLANTING NTS GRO UNDCOVER PLANTING NTS BACK FLOW PREVENTER GALV. UNIO 30' GALVANIZED PIPE TO ME ER IRR. MAIN-- - 1" MANUAL DRAIN VALVE AS PER SPECIFICATION GAL. TEES, ELBOWS, 2" MIN. NIPPLES AS REQUIRED '0 � O o O 00 FILTER FABRIC �8 �8 2 "o- 0 0 0 3/4 MINUS DRAIN GRAVEL IN SUMP NOTES: 1. VALVE BOXES SHALL BE INSTALLED TO PROVIDE THE MIN. CLEARANCES AS SHOWN SUBMIT CUT SHEETS FOR APPROVAL. 2. PROVIDE ALL FITTINGS AND PIPING AS REQUIRED FOR PROPER INSTALLATION. DOUBLE CHECK NTS • mill . • •• � ' m n mill 11 • mill ''I'iII�II ��Ii'II� • � .. � • • � .. Milli ... . X • ..��,�..• :,�•::.; R23 SIGN TAPERS AT TOP FROM O BACK TO FRONT 15 DEGREES. SEE SECTION. 14' -5" XERIGATION CONTROL ZONE KIT NTS 12 -5( 16' -0" i WELCOME TO DOWNTOWN REXBURG THE HEART OF AMERICAS FAMILY COMMUNITY a ° a SIGN ELEVATION �1 PVC SCH 80 NIPPLE (CLOSE) O 2 VALVE BOX WITH COVER: 24 -INCH SIZE O 3 ID TAG O 4 WATER PROOF CONNECTION (1 OF 2) O 30 -INCH LINEAR LENGTH OF WIRE, COILED 6 FINISH GRADE 7 TOP OF MULCH U 8 PVC SCH 40 COUPLING �9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 PVC SCH 40 ELL 11 PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 12 PVC SCH 40 TEE OR ELL 13 BRICK (1 OF 4) 14 3 .0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 15 PVC MAINLINE 16 CONTROL ZONE KIT: RAIN BIRD MODEL XCZ- LF- 100 -BF & MODEL XCZ- 100 -BFF 17 PVC SCH 80 UNION FOR SERVICING ASSEMBLY 18 PVC SCH 40 MALE ADAPTER SPwJ O l SINGLE - OUTLET EMITTER: RAIN BIRDI XERI -BUG EMITTER XB -20 10 PVC TO PE PIPE CONNECTION L -101 NTS O TOP OF MULCH O TIE -DOWN STAKE: RAIN BIRD 6 TDS -050 �4 PE PIPE: RAIN BIRD XERI -TUBE XT- 050 -200 7 O COMPRESSION FLUSH CAP: RAIN BIRD CF -21 ® COMPRESSION X 1/2 -INCH FPT FITTING: RAIN BIRD 8 CF -12 OR CF -13 O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) AND PVC FITTING O 8 LATERAL PIPE NOTE: 1. USE RAIN BIRD BUG GUN MODEL EMA -BG TO INSERT EMITTER DIRECTLY INTO XERI -TUBE AND RAIN TUBE. PVC SCH 40 MALE ADAPTER 10 PVC TO PE PIPE CONNECTION L -101 NTS (DL ST ELEVATION B NORTH- ELEVATION /S 0 ( D2E ST ELEVATION u FINISHED FLOORr� TOWER PARAPET d% ' I I- l/Z' V TOP OF MASONRY �ARAPET�L TOP CHORD JOIST BRGrL TOP CHORD JOIST BRGeL R? Y FINISHED FLOOR,-6 z FRONT TOWER ELEVATION I 18 -- 11 _0 TOWER PARAPET ( TOP OF MASONRY MAIN PARAPET r� _ TOP CHORD J015T BRG I 20'-U" A. r. F. TOP CHORD J015T BRG ` 1 1 T-4" - IMF. muw pl g Ful - , •• • TOWER PARAPET Ak TOP OF MASONRY MAIN PARAPtTiL TOP CHORD JOIST BRGrL TOP CHORD JOIST BRG iL EXTERIOR ELEVATION5 KEYED NOTES U UTILITY 51ZE FACE BRICK. NO MITERED CORNERS AT ENTRANCE PIERS. USE 130 SPECIAL BRICK SHAPE. O SPLIT -FACE BLOCK. O SMOOTH -FACED MANUFACTURED LIMESTONE. O PREFIN15HED SHEET METAL COPING, GUTTERS, AND DOWNSPOUTS. INTERNAL ROOF DRAlN5 ARE PREFERRED IN NORTHERN CLIMATES. GUTTERS AT DRIVE -THRU TO MATCH ROOF COLOR. WALL HYDRANT. Q RED 'WALGREEN5' 5CRIPT SIGN, INTERNALLY ILLUMINATED. SEE DETAILS ON SHEET A5.2, �7 INDIVIDUAL LETTER SIGN. O ROOF LINE. �9 TOTE ROOF. SEE SHEET CG.2. I o INDIVIDUAL LETTER SIGN. SEE SHEET. A5.2. I I WALL - MOUNTED LIGHT. SEE ELECTRICAL DRAWING. AT TRASH COMPACTOR CONDITIONS WHERE THERE 15 A SECOND SEPARATE ENCLOSURE, PROVIDE A SECOND FIXTURE. 12 RAIN SHIELD. 13 TRASH COMPACTOR AND TOTE ENCLOSURES. SEE DETAILS ON SHEET CG.2. I.4 PIPE BOLLARD. SEE DETAIL. 15 FLEXIBLE DELINEATION POST. FASTEN TO CONCRETE WITH BOLTS. I6 WINDOW SIGN. SEE SHEET A5.2. 1/8' THICK BENT STEEL PLATE (TO PROTECT DOWNSPOUT), 17 BOLTED TO MASONRY. COPE AROUND BULLN05E. SEE DETAIL I O /A2.2. 18 'CLEARANCE' SIGN. SEE DETAIL ON 5HEET A5.2. 19 WALGREEN NEON GRAPHIC BEYOND. SEE DETAIL ON SHEET A5.2. 20 GLAZING 5Y5TEM. 21 STANDING SEAM METAL ROOF. 2GGA. GALVANIZED 'M" PANEL WITH END CLOSURES. 22 PREFIN15HED IN STANDARD COLOR THAT M05T APPROXIMATES THE ADJACENT 5RICK. O AWNING DASHED IN FOR CLARITY. 24 BOTTOM OF LOWER CASE LETTERS TO BE A MINIMUM OF 18 BELOW ROOF LINE; OR SIGN TO BE MOUNTED ON RACEWAY TO AVOID ROOF MEMBRANE PENETRATION. PAINT RACEWAY TO MATCH BRICK. 25 STONE SILL (fl'P'.). 26 ROOF 5CUPPER5 AT INTERNAL5 AS REQUIRED BY5PECIFIC JOB. INTERNAL ROOF DRAINS WITH OVERFLOW 5CUPPER5 ARE REQUIRED IN NORTHERN CLIMATES. ALIGN STORM SEWER ENTRANCE ® GRADE WITH SCUPPERS ABOVE WHEN DOWN5POUT5 ARE USED. 27 VERTICAL FLUSH METAL SEAMED PANELS. COLOR TO MATCH ROOF. 2e COLUMN. PAINT BM. #HC- 8I- MANCHESTER TAN. 29 ROUGH -FACED MANUFACTURED LIMESTONE. 3o ROUGH -FACED END (MANUFACTURED LIMESTONE). 31 5MOOT11 -FACED END TO RECEIVE AWNING BRACKET. 32 FACADE ACCENT LIGHT. SEE ELEC. DRAWINGS 33 STEP FLASHING W/ CAP FLASHING. O CONTROL JOINT W/BACKER ROD AND SEALANT - COLOR TO MATCH ADJACENT MATERIAL. 35 1' RAKED JOINT W/ BACKER ROD AND 5EALANT - COLOR TO MATCH ADJACENT MATERIAL. 36 CHI5ELED -FACE STONE VENEER, 'ROCKCA5T' 5T-003CH 37 FLOODUG HT. SEE ELECTRICAL DRAWINGS O RECESSED BRICK VENEER 39 SPANDREL PANEL 51GN AREA 5UMMAKY ELEVATION # I '- 12" WALGREEN5 SCRIPT I 18" I -HR PHOTO INDIVIDUAL LETTER 21.0 5.F. ! 4 HR INDIVIDUAL LETTER 9.3 S.F 18" PHARMACY INDIVIDUAL E 19.2 S.F. ELEVATION #2 105.3 S.F. 26' -8 12' WALGREEN5 SCRIPT SIGN 55.8 5. F. 18" 1 -HR PHOTO INDIVIDUAL LETTER 21.0 S.F. 18" 24 HR INDIVIDUAL ER 9.3 5.F. 18" PHARMACY INDIVIDUAL LETTER 19.2 10 DRIVE THRU PHARMACY INDIV D. LETTER. 12.G 5. , ELEVATION #3 1 17.9 S.F. 26' - 12" WAL REEN FT SIGN 5 5.8 5. F. ELEVATION #4 26' -8 12" WALGREEN5 SCRIPT SIGN 55.8 5.F. 10" EXIT INDIVIDUAL LETTER 2.1 5.F. 57.9 5.F. TOTAL BUILDING 51GNAGE 336.9 S.F. 51TE SIGN AREA ONE PYLON SIGN: UPPER CABINET I X 88.9 - 88.9 S.F. LOWER CABINET I X 24.83 - 24.83 S.F. TOTAL SITE 51GNAGE 113.685. TOTAL 51GNAGE AREA 45 0. 5 A S.F. SIGN ZONING VARIANCES I ALL DEVELOPMENT VARIANCES. INCLUDING BUILDING 51GN5 AND PYLON/MONUMENT SIGNS ARE THE RESPONSIBILITY OF THE DEVELOPER AND H15 ARCHITECT. IF THE DEVELOPER AND H15 ARCHITECT W15H TO HIRE A SIGN CONSULTANT, AT THEIR EXPENSE, TO A5515T IN THE APPROVAL PROCESS, PLEASE CONTACT THE WALGREEN5 PROJECT ARCHITECT FOR GEOGRAPHIC RECOMMENDATIONS. A SIGN CODE ANALY515 WITH PRELIMINARY ELEVAATION5 AND PROP05ED 51GNAGE 15 TO BE PROVIDED TO THE WALGREEN5 PROJECT ARCHITECT FOR APPROVAL PRIOR TO ZONING SUBMISSION. TH15 ANALY515 15 TO BE PROVIDED AS 500H AS POSSIBLE AND PRIOR TO LEASE EXECUTION. I HEREBY CERTIFY THAT THIS PLAN AND 5PECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT 5UPERV15ION AND THAT 1 AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNED BY MY HAND AND SEAL. -}--� 0 ® o6 o rtg Lf1 . V o6 � � E I E CIO 1 TH15 DRAWING HAS BEEN 155UED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REV1510N5: PR ®JEGT NO.: 05 -006 DATE: 0/24/05 � I I 5HEET TITLE: I I IT .o SHEET No.: A20 L'ti...r% p SOUTH ELEVATION RI_ j{II 2" 8�}• 2 ' STRUCTURE CABINETS /RETAINERS: PFM DARK BRONZE COLUMNS: DARK BRONZE FACES c IZ' [OMWIE-THRU 1pH ELECTRONIC READERBOARD Q 7' -1 1' E BACKGROUND #830-3G 'BLUE' MORTAR AND PESTLE, WHITE 5TAR5 AND COPY, THE MORTAR AND PESTLE SYMBOL: i' -2' OVERALL SYMBOL HEIGHT AND P -0 3/4" OVERALL SYMBOL WIDTH. cu w N c� W "DRIVE -THRU PHA CY' HELVETICA 5 PRIMARY PANEL 51GN A5. ( 3/4" = 1' -O" EQ. DG30ti7C� °4���aM pGaL1G3�iG1C�l(I 5A SIGN FACE DETAIL A5. I 314" = P -O' 2' -6" cj W DRIVE -THRU I'HAI I- • .1 •:t. .S • 1 � •t . LIMESTONE WATER TABLE - FULL BULLNOSE EDGE 112' 2A ELEVATION I MONUMENT SIGN PLAN 2' X 2"X 1 14" 6 PLAN SECTION ��tttt� A5. I 1 14" = 1' -0" 13 SECTION DETAIL A5. ( 3/4" = I' -O" SIGN LIGHTING I 13 A5. 4" X 4" TUBE P05T - ' -ANGLE 2'X 2'X 114' BOX FRAME 1/2' DIA. TIE \ ROD BAR STOCK � ANGLF-5 1-1/2'X I -1 /2'X3 /1 G" I I PLAN SECTION A5. I 1/2" = 1' -0" I' ROUND HOLE FOR 3/4" ROUND A.B. (4) -4'X 4' 5TEEL TUBE COLUMN - 2-1/4' ROUND HOLE FOR ELECTRICAL CONDUIT SIGN SPECIFICATIONS: THIS SIGN WORK SHALL CON515T OF THE CON5TR AND INSTALLATION OF ONE NEW DOUBLE -FACED MONUMENT SIGN. SIGN POWER, FOUNDATION, BRICK BASE AND COLUMNS BY LANDLORD. WALGREEN5 SIGN FACES 4 CABINETS BY WALGREEN5' SIGN CONTRACTOR. LOCAL SIGN CODE LIMITS THE FACE AREA OF FREE STANDING 51GNAGE TO 32 5F AND A MAX SIGN HEIGHT OF 5' -0 CODES MANDATES USE OF BRICK BASE. WALGREENS PRIMARY PANEL SIGN FACES TO BE FABRICATED FROM ROHM * HAAS #7328 WHITE IMPACT RESISTANT DR ACRYLIC. SIGN FACES TO HAVE RED BACKGROUND WITH WHITE COPY AND STARS; BLUE MORTAR AND PESTLE, FORMATTED W/ 3M #3G30 -53 "CARDINAL RED" AND 3M #3G30-3G 'BLUE" SURFACE APPLIED VINYL FILMS. PROVIDE TWO SEPARATE RECESSED, WEATHER RE515TANT JUNCTION BOXES FOR ELECTRICAL AND DATA CABLE CONNECTIONS. LOCATE AT LEAST 3'-0' ABOVE GRADE AND AS HIGH AS POSSIBLE. PROVIDE TWO (2) CONDUITS TO PYLON: ONE FOR LIGHTING. THE OTHER FOR COAXIAL CABLE FROM CONTROL CENTER TO POSSIBLE FUTURE LED READERBOARD. PROVIDE 300' COAXIAL CABLE FOR EACH GROUND SIGN (REFER TO 51TE PLAN). `WALGREEN5' EXTENDED SCRIPT COPY: 7 -3/4' CAPITAL 4 5-1/2' LOWER CASE LETTER HEIGHTS; I I' OVERALL COPY AND G' -5' OVERALL LENGTH. 'DRIVE -THRU PHARMACY HELVETICA MEDIUM COPY: 4-1 CAPITAL LETTER HEIGHT AND 1 6 -5 OVERALL COPY LENGTH. DARK BRONZE FINISH ALUMINUM CABINETS FROM .OG3' THICK STOCK. INTERNAL C.W.H.O. FLUORESCENT ILLUMINATION. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED IN THE FIELD BY THE SIGN CONTRACTOR PRIOR TO SIGN FABRICATION. SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNS COMPLIANCE TO ALL APPLICABLE CODES AND ORDINANCES. SIGN CONTRACTOR SHALL OBTAIN ALL PERMITS NECE55ARY TO INSTALL THE SIGN. SIGN CONTRACTOR SHALL FURNI5H (2) SETS OF SHOP DRAWINGS FOR APPROVAL TO TH15 OFFICE BEFORE FABRICATION. ALL SIGNS TO BE FABRICATED ACCORDING TO THE UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR UL LABELS. PROVIDE DISCONNECT SWITCH ON EXTERIOR OF SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. DInIVE - THRU PHARMACY 'L •t , L. r • 7• •k.• •, t. I ,t 1� r. • t` •iL Y t �t �TYP. SEE STRUCTURAL DRAWINGS FOR DIMENSIONS AND REINFORCING, ETC. rl 2 PLAN SECTION A5. 1 1 " = i'-0" WEATHERPROOF JUNCTION BOXER OVER HAND HOLES BY SIGN CONTRACTOR. LOCATE TOP AND BOTTOM OF COLUMNS TO PROVIDE ACCE55 TO WIRING. GROUND :.� . .. . A : 2' MIN. DATA CONDUIT SEPARATION OF ROD CONNECTION- G D...• •;' '• •! BY ELECTRICAL '. �• ' ' �• POWER CONDUIT CONDUITS CONTRACTOR ; . �• " REQUIRED FOR FULL RUN SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS. ROUTE GROUND CONDUCTOR IN COLUMN W/POWER (FOR EXISTING CONDITIONS. 5EE ABOVE). ALL CONDUCTOR5 SHALL BE PROVIDED WIG OF SLACK ABOVE FOUNDATION FOR FINAL CONNECTION -BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. 14 SIDE VIEW DETAIL GENERAL NOTES: 51GNAGE CABINET MANUFACTURED LIMESTONE WATER TABLE 8' 5PUT- -FACE CMU W/ DUR- O-WALL AT I G" O.C. SIGN PANEL 4 SIGN CABINET SECTION A5. I 1/2" = 1 '-0" 4" 5Q. COLUMN SEE STRUCTURAL DRAWING5 FOR DIMEN51ON5 AND REINFORCING, ETC. 3 MONUMENT SIGN SECTION A5. I 1/2' = 1' - JBE 3" THREADED 3/4" DIA. ROD (4) REQ'D 7 SECTION DETAIL A5. 1/1 - V -0' 'PORT fL I' -G 3/4' N. FRAME f-TOP ASSEMBLY SEE TOP VIEW 4"X 4" TUBE COLUMN LAMP5 44" TYPICAL 13' ON CENTER (I 2)REQUIRED SIGN FACE ANGLE 2' X 2' X 1/4' BOX FRAME -'GN SUPPORT R 9 SECTION DETAIL A5. INSTALL IN LONG DIRECTION OF FOUNDATION 10 ANCHOR BOLT DETAIL A5. u , u I G' X I & ALUMINUM WEATHERPROOF DOORS WORK RESPONSIBILITY: TURNKEY (L.L.) CONSTRUCTION OF DRUG STORE FOUNDATION, DATA CONDUIT AND ELECTRICAL POWER SUPPLY BY LANDLORD'S CONTRACTOR, PRIOR TO INSTALLATION OF SIGN. ALL OTHER WORK BY WALGREEN5 SIGN CONTRACTOR. WALGREEN5 CONSTRUCTION OF DRUG STORE FOUNDATION AND ELECTRICAL POWER SUPPLY BY WALGREEN5, ALL OTHER WORK BY WALGREEN5 SIGN CONTRACTOR. COORDINATION: FOUNDATION CONTRACTOR PRIOR TO INSTALLING FOUNDATION SHALL: 1. VERIFY PERMIT REQUIREMENTS WITH WALGREEN5 SIGN CONTRACTOR 2. OBTAIN BOLT CAGE FROM WALGREEN5 SIGN CONTRACTOR. PERMIT: ALL REQUIRED PERMITS 511ALL BE OBTAINED BY WALGREENS SIGN CONTRACTOR THE READER BOARD MONUMENT SIGN MUST BE INSTALLED AS THE FIRST PRIORITY IN THE CONSTRUCTION SCHEDULE. • THE FOUNDATION WITH 5TUBBED -IN CONDUM5 WILL BE INSTALLED BY THE LANDLORD' CONTRACTOR AT THE EARLIEST POSSIBLE DATE AFTER THE EXECUTION OF THE LEASE. THE MONUMENT SIGN WILL BE ELECTRIFIED AS SOON AS P0551BLE AFTER INSTALLATION. SHOP DRAWINGS: SIGN CONTRACTOR SHALL SUBMIT (2) COPIES OF SHOP DRAWING5 TO WALGREEN5 FOR APPROVAL PRIOR TO CONSTRUCTION ORIENTATION: LONG 51DE OF FOUNDATION SHALL BE AS INDICATED ON SITE PLAN 5TRUCTURAL GENERAL NOTES: 1. ALL ALUMINUM 5URFACF-5 IN CONTACT WITH STEEL SHALL RECEIVE ONE COAT OF 5ITUMA5TIC PAINT. 2. ALL STRUCTURAL STEEL SHALL BE A57M A 3G. 3. ALL STRUCTURAL STEEL SHALL COMPLY WITH THE A15C MANUAL, LATEST EDITION. 4. ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RU5T INHIBITIVE PAINT. 5. DESIGN WIND PRESSURE = 10 LB./5Q. FT. G. MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I. 7. REINFORCEMENT STEEL TO BE A5TM AG 15 GR GO. 8. ALLOWABLE 501L PRESSURE 3000 P.S.F. 9. SIGN AND FOUNDATION TO CONFORM TO IBC 2000 AND ANY OTHER GOVERNING AUTHORITY. 10. STRUCTURAL INFORMATION SHOWN, EXCEPT FOR FOUNDATIONS, 15 MINIMUM REQUIRED. WALGREEN5 SIGN CONTRACTOR TO PROVIDE ENGINEERING DESIGN AND DRAWINGS FOR STRUCTURE PERMITTING. (TYPICAL) A5. m 1 Lu 3 1/2 3 -3 1/2 . 8 TOP VIEW = 11 -0" COLOR5 STRUCTURE CABINETS /RETAINERS: PFM DARK BRONZE COLUMNS: DARK BRONZE FACES c IZ' [OMWIE-THRU 1pH 3M PANAFLEX SIGN FACE WITH #830 -53 'CARDINAL RED" W "DRIVE -THRU PHA CY' HELVETICA 5 PRIMARY PANEL 51GN A5. ( 3/4" = 1' -O" EQ. DG30ti7C� °4���aM pGaL1G3�iG1C�l(I 5A SIGN FACE DETAIL A5. I 314" = P -O' 2' -6" cj W DRIVE -THRU I'HAI I- • .1 •:t. .S • 1 � •t . LIMESTONE WATER TABLE - FULL BULLNOSE EDGE 112' 2A ELEVATION I MONUMENT SIGN PLAN 2' X 2"X 1 14" 6 PLAN SECTION ��tttt� A5. I 1 14" = 1' -0" 13 SECTION DETAIL A5. ( 3/4" = I' -O" SIGN LIGHTING I 13 A5. 4" X 4" TUBE P05T - ' -ANGLE 2'X 2'X 114' BOX FRAME 1/2' DIA. TIE \ ROD BAR STOCK � ANGLF-5 1-1/2'X I -1 /2'X3 /1 G" I I PLAN SECTION A5. I 1/2" = 1' -0" I' ROUND HOLE FOR 3/4" ROUND A.B. (4) -4'X 4' 5TEEL TUBE COLUMN - 2-1/4' ROUND HOLE FOR ELECTRICAL CONDUIT SIGN SPECIFICATIONS: THIS SIGN WORK SHALL CON515T OF THE CON5TR AND INSTALLATION OF ONE NEW DOUBLE -FACED MONUMENT SIGN. SIGN POWER, FOUNDATION, BRICK BASE AND COLUMNS BY LANDLORD. WALGREEN5 SIGN FACES 4 CABINETS BY WALGREEN5' SIGN CONTRACTOR. LOCAL SIGN CODE LIMITS THE FACE AREA OF FREE STANDING 51GNAGE TO 32 5F AND A MAX SIGN HEIGHT OF 5' -0 CODES MANDATES USE OF BRICK BASE. WALGREENS PRIMARY PANEL SIGN FACES TO BE FABRICATED FROM ROHM * HAAS #7328 WHITE IMPACT RESISTANT DR ACRYLIC. SIGN FACES TO HAVE RED BACKGROUND WITH WHITE COPY AND STARS; BLUE MORTAR AND PESTLE, FORMATTED W/ 3M #3G30 -53 "CARDINAL RED" AND 3M #3G30-3G 'BLUE" SURFACE APPLIED VINYL FILMS. PROVIDE TWO SEPARATE RECESSED, WEATHER RE515TANT JUNCTION BOXES FOR ELECTRICAL AND DATA CABLE CONNECTIONS. LOCATE AT LEAST 3'-0' ABOVE GRADE AND AS HIGH AS POSSIBLE. PROVIDE TWO (2) CONDUITS TO PYLON: ONE FOR LIGHTING. THE OTHER FOR COAXIAL CABLE FROM CONTROL CENTER TO POSSIBLE FUTURE LED READERBOARD. PROVIDE 300' COAXIAL CABLE FOR EACH GROUND SIGN (REFER TO 51TE PLAN). `WALGREEN5' EXTENDED SCRIPT COPY: 7 -3/4' CAPITAL 4 5-1/2' LOWER CASE LETTER HEIGHTS; I I' OVERALL COPY AND G' -5' OVERALL LENGTH. 'DRIVE -THRU PHARMACY HELVETICA MEDIUM COPY: 4-1 CAPITAL LETTER HEIGHT AND 1 6 -5 OVERALL COPY LENGTH. DARK BRONZE FINISH ALUMINUM CABINETS FROM .OG3' THICK STOCK. INTERNAL C.W.H.O. FLUORESCENT ILLUMINATION. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED IN THE FIELD BY THE SIGN CONTRACTOR PRIOR TO SIGN FABRICATION. SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNS COMPLIANCE TO ALL APPLICABLE CODES AND ORDINANCES. SIGN CONTRACTOR SHALL OBTAIN ALL PERMITS NECE55ARY TO INSTALL THE SIGN. SIGN CONTRACTOR SHALL FURNI5H (2) SETS OF SHOP DRAWINGS FOR APPROVAL TO TH15 OFFICE BEFORE FABRICATION. ALL SIGNS TO BE FABRICATED ACCORDING TO THE UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR UL LABELS. PROVIDE DISCONNECT SWITCH ON EXTERIOR OF SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. DInIVE - THRU PHARMACY 'L •t , L. r • 7• •k.• •, t. I ,t 1� r. • t` •iL Y t �t �TYP. SEE STRUCTURAL DRAWINGS FOR DIMENSIONS AND REINFORCING, ETC. rl 2 PLAN SECTION A5. 1 1 " = i'-0" WEATHERPROOF JUNCTION BOXER OVER HAND HOLES BY SIGN CONTRACTOR. LOCATE TOP AND BOTTOM OF COLUMNS TO PROVIDE ACCE55 TO WIRING. GROUND :.� . .. . A : 2' MIN. DATA CONDUIT SEPARATION OF ROD CONNECTION- G D...• •;' '• •! BY ELECTRICAL '. �• ' ' �• POWER CONDUIT CONDUITS CONTRACTOR ; . �• " REQUIRED FOR FULL RUN SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS. ROUTE GROUND CONDUCTOR IN COLUMN W/POWER (FOR EXISTING CONDITIONS. 5EE ABOVE). ALL CONDUCTOR5 SHALL BE PROVIDED WIG OF SLACK ABOVE FOUNDATION FOR FINAL CONNECTION -BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. 14 SIDE VIEW DETAIL GENERAL NOTES: 51GNAGE CABINET MANUFACTURED LIMESTONE WATER TABLE 8' 5PUT- -FACE CMU W/ DUR- O-WALL AT I G" O.C. SIGN PANEL 4 SIGN CABINET SECTION A5. I 1/2" = 1 '-0" 4" 5Q. COLUMN SEE STRUCTURAL DRAWING5 FOR DIMEN51ON5 AND REINFORCING, ETC. 3 MONUMENT SIGN SECTION A5. I 1/2' = 1' - JBE 3" THREADED 3/4" DIA. ROD (4) REQ'D 7 SECTION DETAIL A5. 1/1 - V -0' 'PORT fL I' -G 3/4' N. FRAME f-TOP ASSEMBLY SEE TOP VIEW 4"X 4" TUBE COLUMN LAMP5 44" TYPICAL 13' ON CENTER (I 2)REQUIRED SIGN FACE ANGLE 2' X 2' X 1/4' BOX FRAME -'GN SUPPORT R 9 SECTION DETAIL A5. INSTALL IN LONG DIRECTION OF FOUNDATION 10 ANCHOR BOLT DETAIL A5. u , u I G' X I & ALUMINUM WEATHERPROOF DOORS WORK RESPONSIBILITY: TURNKEY (L.L.) CONSTRUCTION OF DRUG STORE FOUNDATION, DATA CONDUIT AND ELECTRICAL POWER SUPPLY BY LANDLORD'S CONTRACTOR, PRIOR TO INSTALLATION OF SIGN. ALL OTHER WORK BY WALGREEN5 SIGN CONTRACTOR. WALGREEN5 CONSTRUCTION OF DRUG STORE FOUNDATION AND ELECTRICAL POWER SUPPLY BY WALGREEN5, ALL OTHER WORK BY WALGREEN5 SIGN CONTRACTOR. COORDINATION: FOUNDATION CONTRACTOR PRIOR TO INSTALLING FOUNDATION SHALL: 1. VERIFY PERMIT REQUIREMENTS WITH WALGREEN5 SIGN CONTRACTOR 2. OBTAIN BOLT CAGE FROM WALGREEN5 SIGN CONTRACTOR. PERMIT: ALL REQUIRED PERMITS 511ALL BE OBTAINED BY WALGREENS SIGN CONTRACTOR THE READER BOARD MONUMENT SIGN MUST BE INSTALLED AS THE FIRST PRIORITY IN THE CONSTRUCTION SCHEDULE. • THE FOUNDATION WITH 5TUBBED -IN CONDUM5 WILL BE INSTALLED BY THE LANDLORD' CONTRACTOR AT THE EARLIEST POSSIBLE DATE AFTER THE EXECUTION OF THE LEASE. THE MONUMENT SIGN WILL BE ELECTRIFIED AS SOON AS P0551BLE AFTER INSTALLATION. SHOP DRAWINGS: SIGN CONTRACTOR SHALL SUBMIT (2) COPIES OF SHOP DRAWING5 TO WALGREEN5 FOR APPROVAL PRIOR TO CONSTRUCTION ORIENTATION: LONG 51DE OF FOUNDATION SHALL BE AS INDICATED ON SITE PLAN 5TRUCTURAL GENERAL NOTES: 1. ALL ALUMINUM 5URFACF-5 IN CONTACT WITH STEEL SHALL RECEIVE ONE COAT OF 5ITUMA5TIC PAINT. 2. ALL STRUCTURAL STEEL SHALL BE A57M A 3G. 3. ALL STRUCTURAL STEEL SHALL COMPLY WITH THE A15C MANUAL, LATEST EDITION. 4. ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RU5T INHIBITIVE PAINT. 5. DESIGN WIND PRESSURE = 10 LB./5Q. FT. G. MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I. 7. REINFORCEMENT STEEL TO BE A5TM AG 15 GR GO. 8. ALLOWABLE 501L PRESSURE 3000 P.S.F. 9. SIGN AND FOUNDATION TO CONFORM TO IBC 2000 AND ANY OTHER GOVERNING AUTHORITY. 10. STRUCTURAL INFORMATION SHOWN, EXCEPT FOR FOUNDATIONS, 15 MINIMUM REQUIRED. WALGREEN5 SIGN CONTRACTOR TO PROVIDE ENGINEERING DESIGN AND DRAWINGS FOR STRUCTURE PERMITTING. (TYPICAL) A5. m 1 Lu 3 1/2 3 -3 1/2 . 8 TOP VIEW = 11 -0" COLOR5 STRUCTURE CABINETS /RETAINERS: PFM DARK BRONZE COLUMNS: DARK BRONZE FACES PRIMARY PANEL: 3M PANAFLEX SIGN FACE WITH #830 -53 'CARDINAL RED" BACKGROUND #830-3G 'BLUE' MORTAR AND PESTLE, WHITE 5TAR5 AND COPY, THE MORTAR AND PESTLE SYMBOL: i' -2' OVERALL SYMBOL HEIGHT AND P -0 3/4" OVERALL SYMBOL WIDTH. 'WALGREEN5" EXTENDED SCRIPT COPY: CAPITAL AND 7 LOWER CASE LETTER HEIGHTS. 15% OVERALL COPY HEIGHT, 9' -1' OVERALL COPY LENGTH. LED READER BOARD PANEL: TWO SIDED PANEL CONSTRUCTION FROM NOMINAL I I " X I I' STANDARD TILES WITH RED PIXELS, THICKNE55 OF TWO 51DED READER BOARD PANEL 15 24 PANEL HEIGHT ALLOWS FOR (3) LINES OF COPY. PROVIDE TWO (2) CONDUITS TO MONUMENT; ONE FOR LIGHTING CIRCUIT. THE OTHER FOR COAXIAL CABLE FROM CONTROL CENTER TO LED READER BOARD. PROVIDE 300' COAXIAL CABLE FOR EACH GROUND SIGN. (REFER TO 51TE PLAN.) I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNED BY MY HAND AND SEAL. v 00 E o v � o6 v 00 "V p � lot � N E .0 sd too-ool 0 0 O C w E ---4 V THI5 DRAWING HA5 BEEN ISSUED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REVISIONS PROJECT No.: 05 -pax DATE: 08122/05 SHEET TITLE: READER BOARD AND MONUMENT SIGN DETAILS SHEET No.: A5. I 4'X 4"X 1/2 STL. <. TUBE COLUMNS 13 318" IG'X IG'X II/4' A5. I I STEEL SETTING PLATE I o . TOP OF I 3 /4' LEVELING BOLTS FOUNDATION A5. I AND WASHERS NON - METALLIC Y -5' 3' -G' 3' -5' NON - SHRINK GROUT 10-4 1 1" HIGH LETTERING ELECTRONIC READERBOARD 1 1/2! DRIVE -THRU PHARMAC` 1 ' t •v. .: 4 , •tit +J: +.t .,.s :,'•. �,�,• . }'.: ••' ' I ' i' '�l.•. Sr Y "• i { , :1•••.>' .! ��••5'•I�Y '✓ ' � ',:, f �� i' :'l.� ; �, r �' . t .. ;.1 ''•::� • • >�i I II II I I II ii -- j- - - -- X L � 3 ---- - --� I I I 2 MONUMENT SIGN ELEVATION A5 . i 1/2' I -O' CHANNEL LETTER L.E.D. SIGNS BRONZE RETURNS W/ LIGHT BACKGROUND. ❑ WHITE RETURNS W/ DARK BACKGROUND. r z' - r 0' 19.2 5F 2 ' PHOTO 3 I t.GSF RED #2793 PLQCIGLA5 FACE HELVETiCA MEDIUM CHANNEL LETTER5. PRE- FIN15HED METAL, ALUMINUM FILLER. BACKS OF LETTERS .125 ALUMINUM PLATE. FOR ELECTRICAL DATA 4 DETAIL 5EE ELECTRICAL DRAWINGS. "WALGREEN5" MONUMENT SIGN ❑ BRONZE RETURNS W/ LIGHT BACKGROUND. ® WHITE RETURNS W/ DARK BACKGROUND. b_k: DROVE irHRu P HIARMACV 4 12.G SF �� EX OT 5 •- •-- ---- -- 2.1 sr SEE 5HEET A5.1 ICU PHl��TJIACY SINCE 191 COMING SUtJN Visit Our Wel�sitr� �:l �w.:lc�lrc•c�i��;.r -r�ni r�,:rr:•r�rs RUCTION SIGN CON5T 9 1 N.T.S. 1 I ' 24 HOUR I I PHAIRTIT CY SINCE 1901 RED FLAT TOP L.C.D. ILLUMINATION SEGMENT TOP CC!)MING SOON Visit Our �Vcl��Sibr• .�I �vt�lclrr�rns.c�r>ii� r.:�r:•��rti (TELEDYNE). BANNER BY WAL.GRIMNS SIGN MANUPACMIRCR CHANNEL LETTER L.E.D. SIGN DETAILS 14 33' -4 1/2' LENGTH SIGN SPECIFICATION I. GENERAL CONTRACTOR SHALL: A. THIS CONTRACTOR SHALL COORDINATE ALL WORK. NOTIFY ELECTRICAL CONTRACTOR 4 SIGN CONTRACTOR AS 50ON AS P0551BLE AFTER THE SIGN WALL OR STRUCTURE 15 IN PLACE. GENERAL CONTRACTOR SHALL NOT CLOSE UP THE BACK SIDE OF WALL UNTIL ELECTRICAL CONTRACTOR 4 SIGN CONTRACTOR HAVE COMPLETED THEIR WORK. B. CONCEALED SIGN 5UPPORT5: GENERAL CONTRACTOR SHALL PROVIDE CONCEALED CONTINUOUS WOLMANIZED STRUCTURAL GRADE WOOD SIGN 5UPPORT'5 WHERE STUD OR RAFTER TYPE FRAMING OCCURS. 1. WHERE SCRIPT SIGNS ARE SHOWN, PROVIDE 2 CONCEALED 2 X G MEMBERS AT TOP AND BOTTOM OF 5CRIPT FOR ALL SIGNS UP TO 20' -8 3/4 ". SCRIPT 51GN5 OVER 20'-8 3/4 PROVIDE 2 CONCEALED 2 X 8 MEM5ER5 AT TOP AND BOTTOM OF SIGNS. 2. WA. 3. WHERE INDIVIDUAL LETTER SIGNS ARE SHOWN, PROVIDE 2 CONCEALED 2 X G MEMBERS TOP AND BOTTOM OF SIGNS. 2. ELECTRICAL CONTRACTOR: THIS CONTRACTOR SHALL PROVIDE ONE MAIN ELECTRIC SERVICE PANEL AND FEEDS TO THE BACK 51DE OF SIGN WALL. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, FEED AND JUNCTION BOXES ALONG BACK SIDE OF 51GN WALL. PROVIDE JUNCTION BOXES FOR EACH LOCATION APPROXIMATELY WHERE SIGN CONTRACTOR WILL PROVIDE CONDUIT HOUSING THROUGH WALL. PROVIDE ELECTRIC SERVICE CAPAC {TIES AND CIRCUITS AS SHOWN ON ELECTRICAL DRAWINGS. S. SIGN CONTRACTOR: A. FOLLOW DRAWINGS 4 SPECIFICATIONS OF 51G45 AND USE TEMPLATES OF APPROVED DIMENSIONS, CONTOURS, SHAPES AND WITH ELECTRICAL COMPONENTS 4 CAPACITIES AS SPECIFIED. B. SIGN CONTRACTOR SHALL FURNI5H FOUR 5ET5 OF SHOP DRAWINGS TO WALGREEN5 FACILITIES PLANNING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. C. SIGN CONTRACTOR SHALL CONSTRUCT SIGN IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES, AND ACCORDING TO UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR U.L. LABELS. SIGN CONTRACTOR SHALL OBTAIN ALL STATE AND MUNICIPAL PERMITS NECESSARY TO INSTALL SIGN(S). 4. SIGN INSTALLATION AT BUILDING FACE WORK BY SIGN CONTRACTOR.; A. SIGN CONTRACTOR SHALL ESTABLISH CENTER LINE OF SIGN WALL. MEASURE LOCATION OF EACH ELECTRIC LEAD FROM THE CENTER OUTWARD. PROVIDE 1/2' GALVANIZED CONDUIT AND HOUSING THROUGH 1 1/4' GROUND HOLES. LET THREADED CONDUIT PROJECT THROUGH WALL 1 1/2 B. SIGN CONTRACTOR SHALL PROVIDE A DISCONNECT SWITCH ON EXTERIOR OF SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. EACH SIGN SHALL BE ACTIVATED BY APPROVED PHOTO CELL AND TIME SWITCH WITH MANUAL OVERRIDE SWITCH. ELECTRICAL CONTRACTOR TO FURNI5H PHOTO CELL TIME SWITCH. AND MANUAL OVERRIDE SWITCH. ENTRANCE TOWER NEON SIGN DETAILS ALL EXTERIOR BUILDING SIGNS SHALL BE FURNISHED AN INSTALLED BY WALGREEN5 SIGN CONTRACTOR. ALL OTHER RELATED WORK INCLUDING SIGN SUPPORTS AND ELECTRICAL POWER SUPPLY SHALL BE PER SIGN 5FECIFICATION5 - THIS SHEET. ALL FINAL CONNECTIONS MADE 5Y SIGN CONTRACTOR. I HEREBY CERTIFY THAT THI5 PLAN AND SPECIFICATION WAS PREPARED BY Mir OR UNDER MY DIRECT 5UPERV15ION AND THAT I AM DULY REG15TERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS 51GNF-0 BY MY HAND AND 5EAL. '.� O C� 9 � v •9 .e v e Qa tp rl E • U ,� 0 v . TH15 DRAWING HAS BEEN 155UED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REVISIONS: PROJECT No.: 05 -xxx DATE: 08/22/05 SHEET TITLE: EXTERIOR 51GNAGE WHEN 2X BLOCKING 15 USED, BLOCKING OUT— TO—OUT DIMEN51ON 15 EQUAL TO THE CX'TERIOR SCRIPT SIGN KEYED NOTES AREA COMPUTATIONS FOR SCRIPT 51GN5 SIGN LENGTH er.. 1..". s.. Q+.,tIA 1101 RED 5CRIPT 51CM DATA D RED PLEXIGLA5 #2793 FACE SIGN SIGN SUPPORT5 - GENERAL CONTRACTOR 511ALL 0 RED FLAT TOP L.C.D. ILLUMINATION SEGMENT TOP FURNI5H 4 INSTALL SUPPORTS WHERE STUD TYPE (TELEDYNE). LOWER FRAMING OCCURS. BACK 51DE OF WALL SHALL Q ALUMINUM BACK. REMAIN OPEN UNTIL ALL ELECTRICAL 4 SIGN WORK CASE ,125 15 COMPLETED. REFERENCE: SPECIFICATIONS ON WCIGHT 2' X I 1/2' X 3/1 G' #GOG I ALUM. CHANNEL MOUNTING LETTER THIS SHEET. CUPS W/ 3/8' -1 C HEX HEAD BOLTS W/ NUT AND CONDUIT 4 HOUSING THRU WALL — SIGN CONTRACTOR WASHER. 9 SHALL BE RE5PON51BLE FOR LOCATION AND O TRIM CAP (1 /8' X 1'). COLOR TO MATCH RETURN. 30' INSTALLATION THRU WALL. REFERENCE:: 59 95.36 225 5PECIFICA'TION5 ON THI5 5HEET. r 0 5EE ARCHITECTURAL DRAWINGS FOR MATERIAL. O WAN51ON ANCHOR TOGGLE OR EPDXIED STUD TO I r WELD-ON 40 AND RE51N BOND. ANCHOR 'V CUP TO WALL SURFACE. USE CLEAR SEALANT AT BUILDING FACE. 12 #8 5.5. FLAT HEAD SCREW. r g PRE — DRILLED 3/8' DIA. DRAIN HOLE W/ SHADOW O .063 ALUMINUM FILLER - REFLECTIVE DMIE RIOR SCREEN. (COLOR AS SPECIFIED BELOW) OF LETTER, AND 14 JUNCTION BOX. SEE ELECT. DRAWINGS. REFLECTIVE WHITE INTERIOR. ® BRONZE RETURNS. NOTE: SEALANTS FOR OPENINGS ARE TO BE COMPATIBLE WITH THE MATERIALS THEY CONTACT. ❑ WHITE RETURNS. CONSULT FIN15H MANUFACTURER FOR RECOMMENDED U5 3/1 G' PLEXIGLAS. SEALANTS. AREA COMPUTATIONS FOR SCRIPT 51GN5 SIGN LENGTH er.. 1..". s.. Q+.,tIA 1101 RED 5CRIPT 51CM DATA D RED PLEXIGLA5 #2793 FACE SIGN TOP LOWER CAPITAL W AREA LENGTH CASE SQUARE SQUARE WCIGHT LETTER LETTER FEET 9 33-4 1/2 30' 42.5" 59 95.36 225 WINDOW SIGN INSTALLATION DETAILS 0I ELECTRONIC POWER SUPPLY CABLE TO RUN CONCEALED BEHIND OR WITHIN WINDOW MULLIONS WHERE POSSIBLE. 0 5TAINLE55 STEEL SUSPENSION CABLE TO CEILING STRUCTURE AS UN013TRU51VELY AS PO551BL.E. �3 IWJMINATED SIGN. U4 TRANSPARENT STAND -OFF BUM WITH RUBBER TIP AS REQUIRfrD. �5 WINDOW CLA55 SURFACE. �s WALL CONSTRUCTION. I z O 3 a 4 W 5 EQ EO 6 WINDOW ELEVATION OnRIOR INTERIOR 7 CLEARANCE SIGN LINE OF CANOPY SIGN DATA SIGN PANEL FROM .OG3" THICK ALUMINUM WITH HEMMED EDGE5. FACE TO BE YELLOW WITH 4' HIGH BLACK MELEVETICA MEDIUM CAPITAL LETTER COPY, BACKGROUND SURFACE COATING TO BE 3M '5COTCHLITE' REFLECTIVE FILM, YELLOW #580.71. SUSPEND SIGN ON ONE LINK Of CHAIN FROM CANOPY CCIUNG. ENTRANCE TOWER MORTAR AND PESTLE PLACEMENT WORK RE5PON5113ILITY Z K � P . z WINDOW SECTION mommummassm I B-0' WINDOW OPENINGS --� ENTRANCE TOWER NEON DETAIL 0 z z L_ IF ROUGH WINDOW OPENING HEIGHT DOES NOT MATCH DIMENSION 5110WING. CONTACT WALGREEN5 FOR CORRECT PLACEMENT. .............................. OPEN WALL FRAMING BY GENERAL CONTRACTOR NOTE: BEFORE LAYING OUT WALL PENINGS WALL OPEN I NG5 LAYOUT CEILING HEIGHT s 4' ABOVE H � 3/8" s P-0" (NORTHERN AND SOUTHERN PROTOTYPF..5) WINDOW OPENING. ALL DIMENSIONS ARE BASED ON THI5 CONDITION. NOTE: MANUFACTURE AND INSTALL ENTRY WAY WALL GRAPHICS FOR ENTRANCE TOWER. MORTAR 4 PESTLE TO BE #3630 -3G 'BLUE' SURFACE APPLIED VINYL FILM WITH OUTLINE BLUE NEON. INSIDE STARS TO REMAIN WHITE WITH OUTLINE WHITE: NEON. OUTSIDE STARS TO BE #3G30 -53 "RED" SURFACE APPLIED VINYL FILM WITH OUTLINE RED NEON. TRAN5FOR.MERS TO BE REMOTE MOUNTED BEHIND WALL. WITHIN RECE55ED TRANSFORMER HOUSING. ALL PER 5KETCH TO BC APPROVED BEFORE CONSTRUCTION. BACKGROUND WALL AND ALUMINUM PLATES TO BE PAINTED "DECORATOR WHITC". � �3/4 NCE SIGN TYP ICAL SECTION THROUGH 51GN 311 = I 1 0fl LUMINAIRE SCHEDULE TYPE Symbol Label Qty Catalog Number Lamp File Lumens LLF Watts NEW LOCATION ONE 400 -WATT CLEAR Z -1 5 KSF2 400M R4W ED-28 METAL HALIDE, L08509.1ES 38000 0.75 930 X HORIZONTAL POS. Z ONE 400 -WATT CLEAR 8 KSF2 400M R4W El ED-28 METAL HALIDE, LtI8509.IES 38000 0.75 465 1 HORIZONTAL POS. HORIZONTAL STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Cale Zone #1 + 5.0 fc 15.8 fc 1.7 fc 9.3:1 3.0:1 "' 1 W -1 FACADE ACCENT FIXTURE ADDED TO POLE (SEE NOTE 2) VOID PLOT: NOTES: 1. ONLY ONE (1) FIXTURE, W -1 OR W -2 SHALL BE INSTALLED ON THE POLE, WHEN APPLICABLE. 2. W -1 FIXTURE SHALL BE UTILIZED ONLY WITH CANOPY ELEVATIONS. W -2 FIXTURE MOUNTED ON THE TOP OF THE POLE SHALL BE UTILIZED ONLY IN AREAS WHERE "LIGHT TRESPASS" REQUIREMENTS ARE INCORPORATED BY LOCAL CODE AUTHORITY AND WITH CANOPY ELEVATIONS. 3. THE POLE HOLDING THE W -1 OR W -2 FACADE ACCENT FIXTURE SHALL BE WITHIN 20 FEET OF THE CENTERLINE (r.) OF THE WALGREENS LOGO ON THE FACADE, SUPERSEDES PLAN DATED: FACADE ACCENT FIXTURE AIMING PROCEDURE (APPLIES ONLY TO POLE MOUNTED FACADE ACCENT LIGHTING) 1. AIMING MUST BE PERFORMED A MINIMUM OF 1 HOUR AFTER SUNSET AND 20 MINUTES AFTER FIXTURE IS ENERGIZED. 2. LOOSEN 3 BOLTS ON THE SLIPFITTER JUST TO ALLOW LEFT /RIGHT ROTATION, 3. LOOSEN LARGE KNUCKLE BOLT TO ALLOW UP /DOWN ROTATION. 4. ROTATE THE FIXTURE LEFT /RIGHT AND THEN UP /DOWN TO ACHIEVE AN EVEN LIGHT DISTRIBUTION ON THE "WALGREENS" LOGO SCRIPT SIGN. REPEAT THE ABOVE PROCEDURE WITH THE FACADE ACCENT FIXTURE ON THE OTHER POLE, 5, VERIFY THAT THE LIGHT IS DISTRIBUTED EVENLY ALONG THE VERTICAL SURFACE OF THE CANOPY WITH THE "WALGREENS" LOGO SCRIPT SIGN, VERIFY THAT MINIMUM GLARE ON THE PARKING LOT AND INSIDE THE STORE IS ACHIEVED, RE -AIM FACADE ACCENT FIXTURE(S) IF REQUIRED, 6, TIGHTEN ALL BOLTS, 7. FACADE ACCENT FIXTURES CAN BE LEFT ENERGIZED ONLY WITH LOUVERS INSTALLED AND AIMING PROCEDURE (ITEMS 1 THRU 6 ABOVE) PERFORMED. 1 538 / OF e" \ 11I _i �" ' LUMINAIRE LOCATIONS TYPE GENERAL SALES N FOOD MART NEW LOCATION PHARMACY ® No. Label X Location Y Z MH Orientation Tilt 1 Z -1 131.5 246.5 32.0 32.0 90.0 0.0 2 Z -1 47.5 246.5 32.0 32.0 90.0 0.0 3 Z -1 245.0 49.0 32.0 32.0 180.0 0.0 4 Z -1 245.0 137.0 32.0 32.0 180.0 0.0 5 Z -1 41.5 63.0 20.0 20.0 270.0 0.0 6 Z -1 40.5 100.0 20.0 20.0 270.0 0.0 7 Z -1 41.5 166.0 20.0 20.0 270.0 0.0 8 Z -1 157.0 59.0 20.0 20.0 180.0 0.0 9 Z -1 78.0 58.3 20.0 20.0 180.0 0.0 10 Z -1 44.8 58.0 20.0 20.0 180.0 0.0 11 Z -1 203.8 246.5 32.0 32.0 90.0 0.0 EXIST'G 0 0 0 W -2 FACADE ACCENT FIXTURE WITH RTC -DS LOUVER (NOTE 2) �Q HORIZONTAL 34' -0" MIN. Id�[�a -FpR GLE MIN, 10 :Dd(JR��y L CUTOFF Tp CC EES D OWN LOGO. W -1 FACADE ACCENT FIXTURE, WITH RTG15LL LOUVER (NOTE 2) FIELD INSTALLED RTSPMB /W -1 BRACKET SUPPLIED WITH MOUNTING HARDWARE. . BRACKET MTG, LOCATION TO BE NINE (9) FEET ABOVE THE ELEVATION OF SIDEWALK AT THE STORE ENTRANCE, THIS SYMBOL DEPICTS THE FIXTURE WITH THE FIELD ROTATABLE OPTICS TURNED IN THE DIRECTION OF THE ARROWS, PLEASE REFER TO FIELD ROTATABLE OPTICS STICKER IN FIXTURE. w a o e0 Ae e4c4w FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES N FOOD MART NEW LOCATION PHARMACY ® SECURITY ❑ NEW LOCATION EXIST'G BLDG ❑ 1 HOUR PHOTO 24 HOUR STORE ❑ REMODEL ❑ FLIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXIST TOTAL NEW GEN SALES NEW 9432 1772 1354 12,558 EXIST'G 0 0 0 0 FOOD MART NEW 900 900 EXIST'G 0 0 RX NEW 723 723 EXIST'G 0 0 RX WAIT'G NEW 204 204 EXIST'G 0 0 1 HOUR PHOTO NEW 435 435 EXIST'G 0 0 LIQUOR NEW EXIST'G 0 0 0 0 BSMT NEW EXIST'G 0 0 0 2ND FLOOR NEW EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXST'G 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ. FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14 820 SQ.FT. RX SHELVING LINEAL FEET: 92 LN.FT. N0. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID £ 3 a� a O3 4w Q L N O � O N � . Q 00 > Q 0 Z� N tl 0 O U O N t mL. DRAWING TITLE PHOTOMETRIC CALC (SAMPLE- LITHONIA) CADD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: BNA 05142A 1 E0w1A DATE: 05 -03 -05 REVIEWED BY: RLW a 3 cn � o �w Q Ln N O O N a o% > Q a Z� N � U O N m la I GENERAL SHEET NOTES I o n2 CA CB cc_ CD CF n 3 n 4 1,23 34 1, ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2. SEE LUMINAIRE SCHEDULE AND DETAILS, DRAWING E4, 1, FOR INFORMATION, 3. SEE DETAILS ON DRAWINGS E2.1A, E2.16 AND E2.1C FOR LIGHTING PANEL 'LP -1' AND SIGN PANEL 'LP -SP' CONTROL SCHEDULE AND WIRING. 4, SEE GENERAL NOTE 3, ON DRAWING E2.1 FOR EMERGENCY AND EXIT LUMINAIRE INFORMATION, 5, LUMINAIRES INSTALLED IN CONTINUOUS ROWS SHALL BE GROUNDED WITH A CONDUCTOR ROUTED FROM LUMINAIRE TO LUMINAIRE, MOUNTED TO EACH WITH GROUNDING LUG OR SCREW. ALIGNING CLIPS ARE NOT ACCEPTABLE, LUMINAIRE GROUNDING SHALL BE INSTALLED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE, ARTICLE 410 -21, 6. DO NOT CONNECT EMERGENCY LIGHTS OR EXIT SIGNS WITH ANY OTHER LUMINAIRE. PROVIDE ENTIRELY SEPARATE RACEWAY SYSTEM ONLY WHERE REQUIRED, SUCH AS CHICAGO. CONNECT TO NORMAL ELECTRICAL SYSTEM WHERE ACCEPTABLE TO THE LOCAL CODE AUTHORITY, 7, 'H' LUMINAIRE, LENGTHS SHOWN FOR REFERENCE ONLY. LUMINAIRE LENGTHS DEPEND ON THE LOCATION OF F.E.(FINISHED END) SHOWN ON DRAWING D -1 (FIXTURE PLAN). PROVIDE 6" SPACE (MAXIMUM) FROM FINISHED ENDS TO LUMINAIRES. DO NOT PROVIDE MORE THAN 6 OF UNLIGHTED AREA AT THE END OF SHELVINGS, CONTACT THE PROJECT ARCHITECT FOR A COPY OF DRAWING D -1. 8, LIGHTING FOR WALK -IN COOLER /FREEZER UNIT TO BE WALL SWITCHED. 9, STOCK AREA LIGHTING TO BE MOUNTED ABOVE AISLE, DO NOT MOUNT ABOVE SHELVING. 10, NOT USED: 11. CEILING LIGHTS ARE TO BE WIRED TO THE BAR JOIST MEMBERS AT THE DIAGONAL CORNERS. 12. CONDUIT SHALL BE ELECTRICAL METALLIC TUBING (EMT), RIGID STEEL (1/2" MIN.), OR MC CABLE WHERE ALLOWED BY CODE, 13, PROVIDE EMERGENCY LIGHTING TO MEET THE REQUIRED FOOT CANDLE LEVEL PER LOCAL CODE. 14, FOR EMERGENCY UNIT BATTERIES FED FROM CIRCUITS 2 & 6, REFER TO DETAIL 4 DRAWING E2.1C FOR WIRING. SHEET KEYNOTES O LUMINAIRE 'R -1', WALL PACK, HEIGHT AS NOTED. O LUMINAIRE 'S', RECESSED CANOPY LUMINAIRE WIRED FROM SIGN PANEL 'LP -SP'. O NIGHT LIGHTS (TO BE CIRCUITED AND SWITCHED SEPARATELY), O 4 OCCUPANCY SENSOR, PURCHASE THROUGH NATIONAL ACCOUNT (SEE NOTE III AND SCHEDULE ON DRAWING E4.1). (LAYOUT OF OCCUPANCY SENSORS SHOWN ON PLAN IS FOR LEVITON. CONTACT MY -TECH FOR THEIR RESPECTIVE LAYOUT.) O 5 NOT USED, O NOT USED. O 7 OUTLET BOX IN WALL, +/- 6' -10" A,F,F„ CONNECT TO CORNICE MOUNTED LUMINAIRE 'H', (LENGTHS AS NOTED). SEE NOTE 7 AND DETAILS 1 AND 2/E4.1. COORDINATE TO AVOID WALL SHELVING STANDARD, O RECESSED SLIMLINE LUMINAIRE, SEE LUMINAIRE SCHEDULE, DRAWING E4.1, O OUTLET BOX ABOVE CEILING FOR RECESSED LUMINAIRE 'S'. 10 NOT USED. 11 NOT USED. 12 LUMINAIRE 'Q', SEE ARCHITECTURAL EXTERIOR ELEVATION DRAWING A4.4/A4,4D FOR MOUNTING, 13 LUMINAIRE 'Q', MOUNTED ABOVE WINDOW FRAME AND CLEAR HEADER. COORDINATE WITH ARCHITECTURAL DRAWING A2.2 FOR FIXTURE LOCATION. 14 ONE (1) 20A.120V.CIRCUIT FROM PANEL '11i FOR NEON MORTAR AND PESTLE WALL GRAPHIC, 15 NOT USED. 16 ONE (1) 20A,12OV,CIRCUIT FROM PANEL 'LP -SP', FOR LUMINAIRE 'H' OR 'H -1' MOUNTED ON BASE OF ENCLOSED CANOPY, ALONG PERIMETER OF GLASS. LUMINAIRE SHALL BE FURNISHED WITH LOW TEMPERATURE ELECTRONIC BALLAST. 17 NOT USED. 18 NOT USED. tg NOT USED, 20 NOT USED, 21 NOT USED. NOT USED. LUMINAIRE 'P', WALL MOUNT SURFACE LUMINAIRE. MOUNT 9' -6" A.F.F. (ON CENTER) AND WIRED FROM SIGN PANEL 'LP -SP', FACADE ACCENT FIXTURE, LUMINAIRE TYPE 'W', MOUNT ON TOP OF AWNING. SEE LUMINAIRE SCHEDULE, DRAWING E4,1, RECESS MOUNT 'G' LUMINAIRE(S). PROVIDE 20OW OUTLET WITH RECEPTACLE FLUSH MOUNTED IN WINDOW JAMB AT WINDOW HEAD 11' -0" +/- FOR WINDOW SIGN. (1 HOUR PHOTO AND HALLMARK) CONNECT TO LIGHTING CIRCUIT FROM PANEL 'LP -1'. NOT USED. 28 RECESSED DOWNLIGHT, LUMINAIRE TYPE 'L', COMPACT FLUORESCENT. SEE LUMINAIRE SCHEDULE, DRAWING E4,1, 29 PHARMACY LOCAL OVERRIDE LOW VOLTAGE MOMENTARY SWITCHES. REFER TO DRAWING E2.113 AND E2.1 C FOR CONTROL WIRING DETAILS. LEGEND 2 9 12 FLUORESCENT LIGHTING - SEE DRAWING E4.1 FOR LUMINAIRE SCHEDULE AND DETAILS. NL o� FLUORESCENT NIGHT LIGHT EV P -7 LPSQ S O OUTLET (WATTAGE AND LOCATION AS NOTED) L('1 �� �`// OUTLET, WALL MOUNTED (WATTAGE AND LOCATION AS NOTED LPSP -7 EXIT LIGHT: 'E' (CEILING MOUNTED WITH PENDANT) EXIT LIGHT: 'E' (WALL MOUNTED) ��- EMERGENCY LIGHT: 'E -1' (WALL /COLUMN MOUNTED) LP1 -14 � EMERGENCY LIGHT: 'E -2' (CEILING GRID MOUNTED) SWITCH P R-1 l SWITCH, 3 -WAY 1 L 2� E 1 .�� r LP ,; 7 LP1- o a L�1 =' o bLFT- 0 4 0 J LP1 -1 - - - _ :__ �; 25 MEN -B 2 10 1 LP1 -2 - -- -- ii LP TRICAL - r . LP1 3 O - — — - - - - -- a TR G LP1 -2 j H ��� O, I. _ D 1 T r T �- 0 - 4 __ I M TIPUR OSE I i � '�I r _ �, - b 3' ` -- - i N r' , p _ - - - -- _ Ir EMPLOYE - _ R OOM B - -, J - ,�-- f s 0 I ! I q /`• >.: O - -- (� #t8) �- -__ - -- O `° 25 '' �! I �' I I " )L 1 - 6O� E -2 1142 o a © = I 1 �- 2 0 __ A.F.F. - HARMACY 28 - !,� ' ,42 L ' WOM P1 - � s,i N -� I LP1 -6 j E -1 L 2 .i � - _ _ - -a _ _ ' j - 0 FI 1( # 7 LP1 -20 - ' - I I � . -- - _ . - - -� _ i - -_ =1 U-1 1 ; _ 1_ .a__ ( _ - - - - - -_ - - -- - -- -- _ - -- - � ' -- - _ -------- - - - - -- - - - - - _ -1= -�- -I -- - -- -� - I -- - -- - - -- -- — - - - - - -- _ _ - - -.� fit.. -- - - -- -- ..- - - - -- - -- 7 LP 1 -18 - -- - -- - f i LP1 -19 H N LP 1 - 10 B 8 -0 ' 32. -O" LP 1 -7 12 -0" - - a I ! i �LP1 -2 I I - = _� —� %� _ r 1 LP -�1° LP1 f2F7':. LP1 -11t�= - _ Pi -2 - =T�- _ T . =L, -11 T -TL -21 LPSP -14 4 RX RR I 4 II LPSP -19,, - -f - -- i I R -1 7 LP1 - 15 !' i I o i Ij I LP 1 -7 i� M - -i P1 X23 L tP =t3 LPt -23" j LP 1= t " -- LP l- 23� -- LP 1 -1; 3 - - f — 1 LP 1 -2 -- - LP 1 -13 P =" 2 - �LP1; - 13 I U 1 t 1 N ,I R LP1 - 4 O _ CL H I j T (� LPSP - fi I - -'' I - - - ( GENERAL STOCK ! 26 -0 LP1 -31 i I Q 1 i I I I I II 4 4 I - -' i I ,; P1 ; 21 LPG !; - T1 ,I P1 ! =211 LP1- � Y LP 1 f27�+ "� I LP 1 -1 ( -{ LP 1- 21� " - " - LP 1 -1 1 � - f " tP 1 -21 I - i LP -1 1 I 24 C i I j ! I ' a I - - �' I I 8 I -0„ I! r,. I - O -fl ' _ - - -- - I -- -- 2 24 W - - - -- - -- -- -- I I Q C - _ = -_�� I I I -� - - - �?i - -_ -- —� -- -- __ _ -- -- �- _ - LP 1 -31 �! i ` - - - - -- III i NI i'. L1 1 -4 it !, I � — - - --' LP1 -25 LP1 - ..__ LP1 -25 LP1 - LP1 -25 LP1 -29 P1 -25 LP1 -29 LP1 -25 LP1 -29 �I 3 SEE OCCUPANCY NOTE 1,_ DRAWING E4.1 i ; i O CD GENERAL SALES E -2 -7 24 N w 01 P1-1 �Pt =�7 j LF1 P1+27 L'1 �2 3 I� I LR1 '27 I iLP1 -12 23 o,, I LP1� -1 -12 I ' 1 1 j P o u 0 I � I _ I n LP1 -31 �_J I. -- - j. �P12 �_" _ I O LP P1 I j 24 FOOD MA I 'P1 -�25 L 1 2 P1 -25' LP1 -29 Li11 -25 Lf?1�5 2� LPi1�25 -29 I ( 23 LP 1 -4 I 1 I I I j I, COSMETICS �I iI I II ;I ' I I 23 - -- I �- - - - -- in r P 1 -12 ' . P 1 -12. - LP 1- 2 1 I- 2 W j , 6 1 ,: 3 I 0 ' �? D _ ._ 3 - � ,,�y 3 i J LP 1 24 L P 1 1 I LP 1 24 1 LP 1 -14 I LPi� -24 ' P 1 {' 14 Ft 1-+-2 LP 1, 14 L 1 24 1 1 11_0 -14 �. :% 21 _ I / L +48 ! P 1 -4' A.F. -- / I 5 _ 1 8 0 - - - -- E� 2 I I �_ I I - - -- - E -2 ' 24 W y L I __,�= i ` LP1 -7 i LPSP -1 4! +9 I _- LP 1 -26 LPPP�__2 I. r ] LP1 -22 LP 1 -26 LPI I -22 I l 1 r28i LP 1 22 LP 1 - LP 1 - B 23 .1 -26 - z 21 O O © O 0 LP 1 -14': LP / � i LP l-14 14 LP1- 24- LP1 --14 -- - , LP1- 4 - - - -, L - P 1 -24 r -- � �• 8 V LE - - - - - -- - - -- - - -- ! Y' - t I I PH i _ T._ —�. � �� ; - - -_ / s ' I, H 26 LP 1 -31 A 62 0 O 26 LP 1 -31 ✓ LP 1 -T ILP1 \ 0 l I LP - -28 �2 r a LP1 1, I , I I• �� 13 ------------- - - -- - - - -.- . -_ _._. -- - - -- - - - - - - -. _- - --- - - - - - - -- -- - — - - -- — - - - -- - - - - -- - �._ _ - 19 19 ®13 9 ®13 9 1 O O 13 19 19 0� 23 23 23 P © 23 23 O © 24 24 24 24 24 LPSP -36 I W ( w) 1,23 34 1, ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2. SEE LUMINAIRE SCHEDULE AND DETAILS, DRAWING E4, 1, FOR INFORMATION, 3. SEE DETAILS ON DRAWINGS E2.1A, E2.16 AND E2.1C FOR LIGHTING PANEL 'LP -1' AND SIGN PANEL 'LP -SP' CONTROL SCHEDULE AND WIRING. 4, SEE GENERAL NOTE 3, ON DRAWING E2.1 FOR EMERGENCY AND EXIT LUMINAIRE INFORMATION, 5, LUMINAIRES INSTALLED IN CONTINUOUS ROWS SHALL BE GROUNDED WITH A CONDUCTOR ROUTED FROM LUMINAIRE TO LUMINAIRE, MOUNTED TO EACH WITH GROUNDING LUG OR SCREW. ALIGNING CLIPS ARE NOT ACCEPTABLE, LUMINAIRE GROUNDING SHALL BE INSTALLED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE, ARTICLE 410 -21, 6. DO NOT CONNECT EMERGENCY LIGHTS OR EXIT SIGNS WITH ANY OTHER LUMINAIRE. PROVIDE ENTIRELY SEPARATE RACEWAY SYSTEM ONLY WHERE REQUIRED, SUCH AS CHICAGO. CONNECT TO NORMAL ELECTRICAL SYSTEM WHERE ACCEPTABLE TO THE LOCAL CODE AUTHORITY, 7, 'H' LUMINAIRE, LENGTHS SHOWN FOR REFERENCE ONLY. LUMINAIRE LENGTHS DEPEND ON THE LOCATION OF F.E.(FINISHED END) SHOWN ON DRAWING D -1 (FIXTURE PLAN). PROVIDE 6" SPACE (MAXIMUM) FROM FINISHED ENDS TO LUMINAIRES. DO NOT PROVIDE MORE THAN 6 OF UNLIGHTED AREA AT THE END OF SHELVINGS, CONTACT THE PROJECT ARCHITECT FOR A COPY OF DRAWING D -1. 8, LIGHTING FOR WALK -IN COOLER /FREEZER UNIT TO BE WALL SWITCHED. 9, STOCK AREA LIGHTING TO BE MOUNTED ABOVE AISLE, DO NOT MOUNT ABOVE SHELVING. 10, NOT USED: 11. CEILING LIGHTS ARE TO BE WIRED TO THE BAR JOIST MEMBERS AT THE DIAGONAL CORNERS. 12. CONDUIT SHALL BE ELECTRICAL METALLIC TUBING (EMT), RIGID STEEL (1/2" MIN.), OR MC CABLE WHERE ALLOWED BY CODE, 13, PROVIDE EMERGENCY LIGHTING TO MEET THE REQUIRED FOOT CANDLE LEVEL PER LOCAL CODE. 14, FOR EMERGENCY UNIT BATTERIES FED FROM CIRCUITS 2 & 6, REFER TO DETAIL 4 DRAWING E2.1C FOR WIRING. SHEET KEYNOTES O LUMINAIRE 'R -1', WALL PACK, HEIGHT AS NOTED. O LUMINAIRE 'S', RECESSED CANOPY LUMINAIRE WIRED FROM SIGN PANEL 'LP -SP'. O NIGHT LIGHTS (TO BE CIRCUITED AND SWITCHED SEPARATELY), O 4 OCCUPANCY SENSOR, PURCHASE THROUGH NATIONAL ACCOUNT (SEE NOTE III AND SCHEDULE ON DRAWING E4.1). (LAYOUT OF OCCUPANCY SENSORS SHOWN ON PLAN IS FOR LEVITON. CONTACT MY -TECH FOR THEIR RESPECTIVE LAYOUT.) O 5 NOT USED, O NOT USED. O 7 OUTLET BOX IN WALL, +/- 6' -10" A,F,F„ CONNECT TO CORNICE MOUNTED LUMINAIRE 'H', (LENGTHS AS NOTED). SEE NOTE 7 AND DETAILS 1 AND 2/E4.1. COORDINATE TO AVOID WALL SHELVING STANDARD, O RECESSED SLIMLINE LUMINAIRE, SEE LUMINAIRE SCHEDULE, DRAWING E4.1, O OUTLET BOX ABOVE CEILING FOR RECESSED LUMINAIRE 'S'. 10 NOT USED. 11 NOT USED. 12 LUMINAIRE 'Q', SEE ARCHITECTURAL EXTERIOR ELEVATION DRAWING A4.4/A4,4D FOR MOUNTING, 13 LUMINAIRE 'Q', MOUNTED ABOVE WINDOW FRAME AND CLEAR HEADER. COORDINATE WITH ARCHITECTURAL DRAWING A2.2 FOR FIXTURE LOCATION. 14 ONE (1) 20A.120V.CIRCUIT FROM PANEL '11i FOR NEON MORTAR AND PESTLE WALL GRAPHIC, 15 NOT USED. 16 ONE (1) 20A,12OV,CIRCUIT FROM PANEL 'LP -SP', FOR LUMINAIRE 'H' OR 'H -1' MOUNTED ON BASE OF ENCLOSED CANOPY, ALONG PERIMETER OF GLASS. LUMINAIRE SHALL BE FURNISHED WITH LOW TEMPERATURE ELECTRONIC BALLAST. 17 NOT USED. 18 NOT USED. tg NOT USED, 20 NOT USED, 21 NOT USED. NOT USED. LUMINAIRE 'P', WALL MOUNT SURFACE LUMINAIRE. MOUNT 9' -6" A.F.F. (ON CENTER) AND WIRED FROM SIGN PANEL 'LP -SP', FACADE ACCENT FIXTURE, LUMINAIRE TYPE 'W', MOUNT ON TOP OF AWNING. SEE LUMINAIRE SCHEDULE, DRAWING E4,1, RECESS MOUNT 'G' LUMINAIRE(S). PROVIDE 20OW OUTLET WITH RECEPTACLE FLUSH MOUNTED IN WINDOW JAMB AT WINDOW HEAD 11' -0" +/- FOR WINDOW SIGN. (1 HOUR PHOTO AND HALLMARK) CONNECT TO LIGHTING CIRCUIT FROM PANEL 'LP -1'. NOT USED. 28 RECESSED DOWNLIGHT, LUMINAIRE TYPE 'L', COMPACT FLUORESCENT. SEE LUMINAIRE SCHEDULE, DRAWING E4,1, 29 PHARMACY LOCAL OVERRIDE LOW VOLTAGE MOMENTARY SWITCHES. REFER TO DRAWING E2.113 AND E2.1 C FOR CONTROL WIRING DETAILS. LEGEND 0 FLUORESCENT LIGHTING - SEE DRAWING E4.1 FOR LUMINAIRE SCHEDULE AND DETAILS. NL o� FLUORESCENT NIGHT LIGHT EV EXTERIOR LUMINAIRE (WALL MOUNTED) O OUTLET (WATTAGE AND LOCATION AS NOTED) L('1 �� �`// OUTLET, WALL MOUNTED (WATTAGE AND LOCATION AS NOTED ® EXIT LIGHT: 'E' (CEILING MOUNTED WITH PENDANT) EXIT LIGHT: 'E' (WALL MOUNTED) ��- EMERGENCY LIGHT: 'E -1' (WALL /COLUMN MOUNTED) EMERGENCY LIGHT: 'E -2' (CEILING GRID MOUNTED) SWITCH P SWITCH WITH PILOT LIGHT $3 SWITCH, 3 -WAY 1 MOTION SENSOR SWITCH ARROW INDICATES F RECEIVER IF APPLICABLE DIRECTION 0 RECE . E ( ) PLAN ENTRANCE TOWER 'T" LIGHTING DETAIL PLAN ,1 �j SCALE: 1/8" = 1' -0" 0 4' 8' 16' W "gAzwe� FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES 0 FOOD MART 0 NEW LOCATION PHARMACY 0 SECURITY ❑ NEW LOCATION ❑ 1 HOUR PHOTO 0 24 HOUR STORE ❑ EXISTG BLDG REMODEL ❑ LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL TOTAL EXISTG NEW GEN NEW 9432 1772 1354 12,558 SALES EXISTG 0 0 0 0 FOOD NEW 900 900 MART EXISTG 0 0 NEW 723 723 RX EXISTG 0 0 RX NEW 204 204 WAIT'G EXISTG 0 0 1 HOUR NEW 435 435 PHOTO EXISTG 0 0 NEW LIQUOR EXISTG 0 0 0 0 BSMT NEW EXISTG 0 0 0 2ND NEW FLOOR EXISTG 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXST'G 0 0 0 0 TOTAL AREA: FIRST FLOOR 14 820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT. RX SHELVING LINEAL FEET: 92 LN.FT. NO. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. NAL 7 OF ���< STORE NUMBER 09974 1 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE FLOOR PLAN - LIGHTING PLAN NORTH LIGHTING FLOOR SCALE: 1/8" = 1' -0" 0 4' 8' 16' VOID PLOT: SUPERSEDES PLAN DATED: SCALE AS SHOWN DRAWING NO. DRAWN BY: BNA 05142A DATE: 05 -03 -05 RET'IE . RLW E1.1 A N e�v ��Ci11ty for*, ARCHITECTURAL I HEREBY CERTIFY THAT TH15I PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNED BY MY HAND AND SEAL. STRUCTURAL (STOQE NUMI)EQO 09918 164 Ea8t Mein estreet Q xbur 8, Idaho (STATION8 WEeST - Q �XBUQG, LLC. 1'Z5 Eaost 400 South, (st 0 40'2 I,ake CeSatL Utah 84111 rl L • Archttect."" ABBREVIATIONS AC.T. ACOUSTICAL TILE GALV. GALVANIZED ALT. ALTERNATE G.I. GALVANIZED IRON ALUM. ALUMINUM GA. GAUGE ARCH. ARCHITECTURE GYP. GYPSUM A5PH, ASPHALT H.B. HOSE BIBB AFF ABOVE FINISHED FLOOR H.C.W.D. HOLLOW CORE WOOD DOOR BD. BOARD HDW. HARDWARE B.F. BOTTOM FACE HT. HEIGHT BSMT. BASEMENT H.M. HOLLOW METAL B.M. BENCH MARK I.D. IN51DE DIAMETER BLDG. BUILDING IN. INCH BLK. CONCRETE BLOCK INV. INVERT BRG. BEARING JAN. JANITOR C.B. CATCH BASIN J5T. J015T C.J. CONTROL JOINT LAV. LAVATORY CLG. CEILING LB. POUND CLR. CLEAR MAX. MAXIMUM COL. COLUMN M.H. MANHOLE COMP. COMPOSITION MECH. MECHANICAL CONC. CONCRETE MET. METAL CONSTR. CONSTRUCTION MFG. MANUFACTURING CIVIL) CONCRETE MA50NKY UNIT MFR. MANUFACTURER C.T. CERAMIC TILE MIN. MINIMUM DTL. DETAIL MISC. M15CELLANEOU5 D., DIA. DIAMETER N.I.C. NOT IN CONTRACT DN. DOWN N.T.S. NOT TO SCALE DWG. DRAWING No., # NUMBER D.F. DRINKING FOUNTAIN O.C. ON CENTER D.S. DOWNSPOUT O.D. OUTSIDE DIAMETER EA. EACH PL. PLATE E.F. EACH FACE PLA5. PLASTIC EIF5 EXTERIOR INSULATION FINISH SYSTEM PL., PLA5. LAM PLASTIC LAMINATE ELEC, ELECTRIC PLYWD. PLYWOOD E.W.C. ELECTRIC WATER COOLER PTD. PAINTED ELEV. ELEVATION RAD. RADIUS EXIST,, EXISTING R.D. ROOF DRAIN EXT. EXTERIOR REINF. REINFORCING E.J., EXP. JT. EXPANSION JOINT REQ'D. REQUIRED F.E. FIRE EXTINGUISHER RM. ROOM FL. FLOOR R.O. ROUGH OPENING F.D. FLOOR DRAIN RB. T. RUBBER TILE FT. FOOT /FEET 5CHED. SCHEDULE FTG. FOOTING 5.C.W. 50LID CORE WOOD SECT. SECTION 5HT. SHEET SIM. SIMILAR SPECS. SPECIFICATIONS 5Q. FT. SQUARE FEET 5TD. STANDARD 5TL. STEEL STOK. STORAGE 5.D. STORM DRAIN 5U5P. 5U5PENDED 5Q. SQUARE THOLD THRE5HHOLD TLT. TOILET TD., TD5. THREAD/THREADS T.F. TOP FACE TYP. TYPICAL UR. URINAL V.I.F. VERIFY IN FIELD V.S. VENT STACK VOL. VOLUME V.T. VINYL TILE VERT. VERTICAL W5CT. WAINSCOT W.C. WATER CLOSET W.H. WATER HEATER WPFG. WATERPROOFING W.F. WIDE FLANGE WDW. WINDOW WD. WOOD W/ WITH W.W.F. WELDED WIRE FABRIC W.W.M. WELDED WIRE MESH @ AT PROJE I L15T Of D SHEET No. SHEET TITLE PROJECT NAME: WALGREEN5 STORE # 09918 TYPE OF CONSTRUCTION. TYPE 115, 5PKINKLERED SITE LOCATION: I G4 EAST MAIN STREET OCCUPANCY: MERCANTILE 5101 GENERAL STRUCTURAL NOTES REXBURG, IDAHO TI. i COVER SHEET and CODE SUMMARY 5102 SPECIAL INSPECTIONS NUMBER OF 5TORIE5: ONE CO DEMOLITION PLAN 5201 FOOTING * FOUNDATION PLAN PROJECT OWNER: PHILLIPS EDISON and COMPANY C -I 51TE PLAN 5202 ROOF FRAMING PLAN 175 EAST 400 SOUTH HEIGHT OF BUILDING: ACTUAL: 2T -1 IYz" - TOWER C -2 GRADING PLAN 5301 SCHEDULES SUITE 402 2 I' -7y" - BUILDING C-3 UTILITY PLAN 5501 FOOTING * FOUNDATION DETAILS SALT LAKE CITY, UTAH 841 1 1 C-4 DETAILS 5502 FOOTING * FOUNDATION DETAILS OCCUPANT LOAD PER FLOOR: C -5 DETAILS 5701 ROOF FRAMING DETAILS PROJECT DESCRIPTION: RETAIL FACILITY C -G DETAILS 5701 ROOF FRAMING DETAILS BASEMENT * GRADE FLOOR AREA5: C -7 DETAILS 5703 SATELLITE D15H ANTENNA BUILDING AREA5Q. FT: ACTUAL BLDG: 14,820 S.F. 13,048 S.F. @ 30 5F /OCC = 434.93 OCC. C-8 STANDARD DETAILS DRIVE -THRU CANOPY: 48G S.F. STORAGE, STOCK* SHIPPING AREA5: C-9 STANDARD DETAILS FP I. I FIRE PROTECTION PLAN BLDG. CANOPIES: 1,260 S.F. 1,772 S.F. @ 300 5F /OCC = 5.90 OCC. TOTAL: I G,5GG S.F. L -101 IRRIGATION PLAN M1.1 HVAC FLOOR PLAN TOTAL OCCUPANT LOAD: 441 OCC. L -102 LANDSCAPE PLAN M 1.2 MECHANICAL DETIAL5 JURISDICTION: CITY OF REXBUKG, IDAHO L -301 IRRIGATION AND LANDSCAPE DETAILS M2.1 HVAC DETAILS EGRESS WIDTH: 425 OCC. x 0.15 INCHES /OCC. = G4" OF APPLICABLK CODES: 2003 IBC, 2003 IFC EGRESS 3G" OF TOTAL EGRE55 WIDTH PROVIDED D - I FIXTURE PLAN P1.1 PLUMBING FLOOR PLAN 2003 IPC, 2003 IMC A1.1 FLOOR PLAN P2.1 PLUMBING FLOOR PLAN 2002 NEC ICC / AN51 A 1 17.1 -1998 A I.2 REFLECTED CEILING PLAN A 1.3 ROOF PLAN and DETAILS E0. I ELECTRICAL 51TE PLAN A 1.4 DETAILS ED 1.1 A PHOTOMETRIC CALCULATIONS A2.1 EXTERIOR ELEVATIONS E1.1 LIGHTING FLOOR PLAN A2. I a EXTERIOR DETAILS E I.2 POWER FLOOR PLAN A2.2 WALL 5ECTION5 E 1.3 ETHERNET 4 SATELLITE FLOOR PLAN A2.3 WALL SECTIONS E 1.4 BURGLAR ALARM * CCTV SYSTEMS PLAN A2.4 WALL SECTIONS E 1.5 TELEPHONE * SOUND SYSTEM PLAN A2.5 WALL SECTIONS E I .G FIRE ALARM SYSTEM # SPARE CONDUIT PLAN A2.G WALL SECTIONS E 1.7 CHANNEL LETTER LED 5Y5TEM PLAN All INTERIOR ELEVATIONS E2.1 FEEDER DIAGRAM (I 20/208V) / ELECTRICAL DETAILS A4.1 STANDARD DETAILS and SPECIFICATIONS E2. I A CONTROL SCHEDULES A4.2 STANDARD DETAILS and 5PECIFICATION5 E2.1 B CONTROL DIAGRAM A4.3 DOOR SCHEDULES and DETAILS E2. I C TESTING, MISCELLANEOUS ELECTRICAL DETAILS D" _- A4.4 PHARMACY DRIVE -THRU DETAILS 5QUARE " WIRING DIAGRAM ;I �i t [ _ 1 i ' A4.5 ROOF CURB DETAILS and DOOR DETAILS E2. I D EMS WIRING BLOCK DIAGRAM , h' A4.G ENLARGED RECEIVING PLAN, COMPACTOR and 51DEWALK DETAILS Ell ELECTRICAL PANEL SCHEDULES (120V) FEB 2005 ' I A5.1 READERBOARD and MONUMENT SIGN DETAILS E4.1 LUMINAIRE SCHEDULE * DETAILS I- A5.2 EXTERIOR 5IGNAGE DATA E4.2 ELECTRICAL DETAILS E4.3 ELECTRICAL DETAILS E>, E4.4 ELECTRICAL DETAILS" E4.5 COOLER/ FREEZER WIRJNG DIAGRAMS E4.G AIR CURTAIN WIRING DIAGRAMS v ..� O . e C,; , , ' ti �,a O C) o � o �-, �O'r �'o ° oo�� Q� o C d Lc\ E GO i O O e4 0 W .0 L-1 �21 11 29 Ci 1 a TH15 DRAWING HAS BEEN ISSUED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REVISIONS: MECHANICAL PROJECT No.: 0 -006 DATE: O 1 / I G /OG 1 1SHEET TITLE: TITLE 5H EET SHEET No.: ELECTRICAL Tlol f o r . e C,; , , ' ti �,a S Schiess & Associates ENGPVEEP"G -PLANNING -LAND SURVEYING Idaho Falls 522 -1244 Rexburg 356 -6092 11. THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORD OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. CONTRACTOR SHALL CONTACT AUTHORITITES HAVE JURISDICTION FOR FIELD LOCATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF IN PLACE RELOCATED UTILITES DURING CONSTRUCTION. 12. STOCKPILES SHALL BE GRADED TO MAINTAIN SLOPES NOT GREATER THAN 3 HORIZONTAL TO 1 VERTICAL. PROVIDE EROSION CONTROL AS NEEDED TO PREVENT SEDIMENT TRANSPORT TO ADJACENT DRAINAGE WAYS. 13. CONTRACTOR SHALL BE RESPONIBLE FOR DISPOSAL OF ALL WASTE MATERIAL. DISPOSAL SHALL BE AT AN APPROVED SITE FOR SUCH MATERIAL. BURNING ONSITE IS NOT PERMITTED. 14. CONTRACTOR SHALL VERIFY WITH CITY ANY STREET REMOVAL, CURB CUTS, AN ANY RESTORATION REQUIRED FOR UTILITY LINE REMOVAL. 15. INSTALL TRAFFIC WARNING DEVISED AS NEEDED IN ACCORDANCE WITH LOCAL STANDARDS. 16. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR DEMOLITION FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES AS REQUIRED. 1 NO. 1 DATE I BY I DESCRIPTION ICONSTI REVISIONS CERTIFICATION AND SEAL SD SD PAVING TO BE: LIGHT DUTY (MIN.) 6" CRUSHED GRAVEL 3)k" ASPHALT HEAVY DUTY 8" CRUSHED GRAVEL Sfi" ASPHALT I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF IDAHO AS SIGNIFIED BY MY HAND AND SEAL. S StO NA L FN G �0 1ST 4 8842 �L H. SC �t�IG��►1�11�i1- 3���'�'7rE� PROJECT NAME LEGEN WALGREENS STORE EXISTING PARKING LOT 164 EAST MAIN STREET LIGHTING REXBURG, ID PROPOSED PARKING LOT LIGHTING PROPOSED SIDEWALK DRAWING TITLE LIGHTING DEMOLITION PLAN CADD PLOT: SCALE: 1" = 20 DRAWING NO. demolition plan.dwg Phillips Edison & Company 175 East 400 South, Suite 402 Salt Lake City, Utah 84111 801 - 521 -6970 lt. VOID PLOT: J.C.C. c O DATE: Dec. 2005 SUPERSEDES PLAN DATED: REVIEWED BY: K.J.R. OF DWGS. GENERAL DEMOLITION NOTES: 1. DEMOLITION AND SITE CLEARING FOR THIS CONTRACT ARE TO INCLUDE ALL AREAS SHOWN WITHIN DEMOLITION LIMITS OR BY NOTE. 2. REFER TO SITE IMPROVEMENT PLANS FOR MORE DETAILS ON LIMITS REMOVAL. 3. DEMOLISH EXISTING BUILDINGS AND CLEAR FROM SITE. (INCLUDING REMOVAL OF ALL FOOTINGS AND FOUNDATIONS.) 4. ALL CURBS, GUTTERS, WALKS, SLABS, WALLS, FENCES, FLATWORK, ASPHALT, WATERLINES AND METERS, GAS LINES, SEWER LINES, LIGHT POLES, BURIED CABLES, STORM DRAIN PIPING AND STRUCTURES TO BE CLEARED FROM SITE UNLESS OTHERWISE SHOWN. 5. ALL UTILITIES, SEWER, WATER, GAS, TELEPHONE AND ELECTRICAL SERVICES TO BE DISCONNECTED AND SCALE 1 = 20 CAPPED ACCORDING TO CITY, COUNTY AND UTILITY COMPANY REQUIREMENTS, UNLESS OTHERWISE SHOWN. 6. BASEMENTS AND OTHER EXCAVATED AREAS TO BE BACKFILLED WITH CLEAN GRANULAR MATERIAL COMPACTED TO 95% OF MAXIMUM LAB DENSITY AS DETERMINED BY ASTM D 1557 -78. (TEST RESULTS TO BE GIVEN TO OWNER) 7. CLEAR AND GRUB TREES, SHRUBS, AND VEGETATION WITHIN CONSTRUCTION LIMITS, DISPOSAL TO BE OFF —SITE EXCEPT WHERE NOTED OTHERWISE. 8. DO NOT INTERRUPT ANY SERVICES OR DISRUPT THE OPERATION OF ANY BUSINESSES SHOWN OUTSIDE THE DEMOLITION LIMITS. 9. IF ASBESTOS IS FOUND IN EXISTING STRUCTURES, THE ASBESTOS MUST BE REMOVED IN A LEGAL MANNER BY A CONTRACTOR LICENSED TO HANDLE ASBESTOS MATERIALS. (NOT A PART OF CONTRACT) 10. REMOVE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM THE DEMOLITION AND SITE CLEARING OPERATIONS FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. 11. THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORD OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. CONTRACTOR SHALL CONTACT AUTHORITITES HAVE JURISDICTION FOR FIELD LOCATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF IN PLACE RELOCATED UTILITES DURING CONSTRUCTION. 12. STOCKPILES SHALL BE GRADED TO MAINTAIN SLOPES NOT GREATER THAN 3 HORIZONTAL TO 1 VERTICAL. PROVIDE EROSION CONTROL AS NEEDED TO PREVENT SEDIMENT TRANSPORT TO ADJACENT DRAINAGE WAYS. 13. CONTRACTOR SHALL BE RESPONIBLE FOR DISPOSAL OF ALL WASTE MATERIAL. DISPOSAL SHALL BE AT AN APPROVED SITE FOR SUCH MATERIAL. BURNING ONSITE IS NOT PERMITTED. 14. CONTRACTOR SHALL VERIFY WITH CITY ANY STREET REMOVAL, CURB CUTS, AN ANY RESTORATION REQUIRED FOR UTILITY LINE REMOVAL. 15. INSTALL TRAFFIC WARNING DEVISED AS NEEDED IN ACCORDANCE WITH LOCAL STANDARDS. 16. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR DEMOLITION FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES AS REQUIRED. 1 NO. 1 DATE I BY I DESCRIPTION ICONSTI REVISIONS CERTIFICATION AND SEAL SD SD PAVING TO BE: LIGHT DUTY (MIN.) 6" CRUSHED GRAVEL 3)k" ASPHALT HEAVY DUTY 8" CRUSHED GRAVEL Sfi" ASPHALT I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF IDAHO AS SIGNIFIED BY MY HAND AND SEAL. S StO NA L FN G �0 1ST 4 8842 �L H. SC �t�IG��►1�11�i1- 3���'�'7rE� PROJECT NAME LEGEN WALGREENS STORE EXISTING PARKING LOT 164 EAST MAIN STREET LIGHTING REXBURG, ID PROPOSED PARKING LOT LIGHTING PROPOSED SIDEWALK DRAWING TITLE LIGHTING DEMOLITION PLAN CADD PLOT: SCALE: 1" = 20 DRAWING NO. demolition plan.dwg Phillips Edison & Company 175 East 400 South, Suite 402 Salt Lake City, Utah 84111 801 - 521 -6970 lt. VOID PLOT: J.C.C. c O DATE: Dec. 2005 SUPERSEDES PLAN DATED: REVIEWED BY: K.J.R. OF DWGS. Proposed Drive way MAIN STREET _ � . F w 4 "' , . SCALE 1" = 20' 72 wmw 40' ►� y I _ 1 � 0 0 am ' , • .. � New' Sidewa /k 4 25' ( 14 11 1 19' 15 7 , 1 8 W �- 7 14,820 Sq. ft. J 7 19' 25' 19' Q 7.2 42.75' 130' 7' �. W L `,. 114' N 9' 2 4 , 3 Schiess & Associates 4 ENGINEERING -PLANNING -LAND SURVEYING Idaho Falls 522 -1244 Rexburg 356 -6092 NOTES: 10 24" CURB AND GUTTER 20 THICKENED EDGE SIDEWALK 03 LINE OF CANOPY ABOVE ® 4" YELLOW PAINT STRIPE (TYP) 50 SHREDDERS AND COMPACTOR © PAINTED DIRECTIONAL SIGN ® 24" STOP SIGN 90 HEAVY DUTY PAVING 10 LIGHT DUTY PAVING 11 ACCESSIBLE PARKING PER ADA 1� ACCESSIBLE RAMP 13 TOTE ENCLOSURE 14 PEDESTRIAN CROSSING 15 CONNECT /MATCH EXISTING 16 MONUMENT SIGN 17 TRUNCATED DOMES PER ADA (TYP) COPYRIGHT© 2003 PENDING NO. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED 5\0 NA k S 4 �0 ��G i S 8842 ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF IDAHO AS SIGNIFIED BY MY HAND AND SEAL. o s� p�' q TE Of 0 qC/� H ScOF,F. STORE NUMBER 09918 PROJECT NAME WALGREENS STORE 164 EAST MAIN STREET REXBURG, ID DRAWING TITLE SITE PLAN CADD PLOT: SCALE: I" =20 ' DRAWING NO. utility plans.dwg Phillips Edison DRAWN BY: & Company VOID PLOT: J.C.C. C 1 175 East 400 South, Suite 402 DATE: Sept. 2003 Salt Lake City, Utah 84111 SUPERSEDES 801- 521 -6970 PLAN DATED: REVIEWED BY: K.J.R. OF DWGS. COPYRIGHT© 2003 PENDING Proposed Driveway SCALE 1" = 20' Q� Q) 19 17 E; — TYPE 2 CATCH BASIN GRATE ELEV.= 70.00' W & N INV. FI FV =64 11' W W ry Q W D z I N I I Y I ... V. - ! V• V V - E. INV ELEV.= 61.30' SW. INV. ELEV.= 61.20' GRATE ELEV.= 68.77' INV. ELEV.= 65.77' ? o Schiess & Associates 4 ENGINEERING •PLANNING •LAND SURVEYING Idaho Falls 522 -1244 Rexburg 356 -6092 NO. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED S \O NA C ��5 Fiy Q �p ��� I S T'j 4 2�� 8842 LEGE ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF IDAHO AS SIGNIFIED BY MY HAND AND SEAL. o A q rE OF H. SCOT G STORE NUMBER 09918 TYPE 2 CATCH BASIN EXISTING CATCH BASIN WALGREENS STORE GRATE ELEV.= 70.00' 164 EAST MAIN STREET REXBURG, ID W INV. ELEV.= 63.69' DRAWING TITLE S INV. ELEV.= 63.59' GRADING PLAN CADD PLOT: SCALE: 1" = 20 b\ utility plans.dwg • Phillips Edison DRAWN BY: & Company FL =73. AM � �2. S w w ( 175 East 400 South, Suite 402 • • Salt Lake City, Utah 84111 SUPERSEDES . 801- 521 -6970 PLAN DATED: REVIEWED BY: 9 K.J.R. q 3 a A . TYPE 2 CATCH BASIN GRATE ELEV.= 70.75' N &E INV. ELEV.= 63.34' S INV. ELEV.= 61.50' W W ry Q W D z I N I I Y I ... V. - ! V• V V - E. INV ELEV.= 61.30' SW. INV. ELEV.= 61.20' GRATE ELEV.= 68.77' INV. ELEV.= 65.77' ? o Schiess & Associates 4 ENGINEERING •PLANNING •LAND SURVEYING Idaho Falls 522 -1244 Rexburg 356 -6092 COPYRIGHTO 2003 PENDING NO. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED S \O NA C ��5 Fiy Q �p ��� I S T'j 4 2�� 8842 LEGE ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF IDAHO AS SIGNIFIED BY MY HAND AND SEAL. o A q rE OF H. SCOT EXISTING MANHOLE STORE NUMBER 09918 PROJECT NAME EXISTING CATCH BASIN WALGREENS STORE ® PROPOSED CATCH BASIN 164 EAST MAIN STREET REXBURG, ID Uj PROPOSED MANHOLE DRAWING TITLE GRADING PLAN CADD PLOT: SCALE: 1" = 20 DRAWING NO. utility plans.dwg Phillips Edison DRAWN BY: & Company VOID PLOT: J.C.C. w w ( 175 East 400 South, Suite 402 DATE: Dec. 2005 Salt Lake City, Utah 84111 SUPERSEDES 801- 521 -6970 PLAN DATED: REVIEWED BY: K.J.R. OF DWGS. COPYRIGHTO 2003 PENDING Proposed Driveway MAIN STREET SCALE 1" = 20' 1 " IRRIGATION SERVICE---N., NWA* EX STING CATCH BASIN RATE ELEV.=67.76' INV. ELEV.=64.76' SDMH #3 RIM ELEV.=71.38 N.&NE. INV ELEV.=61.60' SW. INV. ELEV.=61.50'---i ni EXISTING SSMH RIM ELEV.=70.15' SE. INV ELEV.=57.99' W. INV. ELEV.=57.95' Ili \ b - o cp L 9 ` �� 0 ss L! NEW SSMH #1. RIM ELEV.=70.22' E. INV ELEV.=58.37' NW. INV. ELEV . 58.27' SDMH #2 RIM ELEV.=70.00 E. INV ELEV.=61.30' SW. INV. ELEV.=61.20' TYPE 2 CATCH BASIN GRATE ELEV.=69.74' INV. ELEV.=66.74' EXISTING CATCH BASIN GRATE ELEV.=68.77' INV. ELEV.=65.77' \— STORM DRAIN i J CLEAN OUT GAS AS QS — 8SS S —,PAS SS AS — AS 8 S G S — AS GAS _ 2_ 8 SS Nc) 236.76 L.F. @ 0.32% 42"SD 42"SD — 42"SD — 42"SD 1 hlh� 153.88 L.F. @ 0.037% SDMH #2 RIM ELEV.=70.00 E. INV ELEV.=61.30' SW. INV. ELEV.=61.20' TYPE 2 CATCH BASIN GRATE ELEV.=69.74' INV. ELEV.=66.74' EXISTING CATCH BASIN GRATE ELEV.=68.77' INV. ELEV.=65.77' S INV. ELEV.=61.50 , 0 /o rV AA CO Q) @ tX 0 oti GAS — GAS — SS 8 "SS STORM DRAIN MH RIM ELEV.=70.00 NE. INV ELEV.=61.45' W. INV. ELEV.=61.35' ov -, 04 GAS q Nc) 1 hlh� cq @ V - I 1 U- O S. INV ELEV.=59.77' W. INV. ELEV.=59.67' NO. DATE BY DESCRIPTION I CONST REVISIONS L6 CERTIFICATION AND SEAL NEW SSMH #3 RIM ELEV.=70.18' E. INV ELEV.=59.54' SW. INV. ELEV.=59.44' LEGEND I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF IDAHO AS SIGNIFIED BY MY HAND AND SEAL. .:, S\O NA c vo� 11, ;0 8842 sT Pr 4,- of H. Sco q) STORE NUMBER 09918 PROJECT NAME EXISTING CATCH BASIN WALGREENS STORE PROPOSED CATCH BASIN 164 EAST MAIN STREET REXBURG, ID O PROPOSED MANHOLE DRAWING TITLE UTILITY PLAN o CADD PLOT: SCALE: 1" = 20' DRAWING NO. utility plans.dwg TYPE 2 CATCH BASIN DRAWN BY: 4 Company 175 East 400 South, Suite 402 VOID PLOT: GRATE ELEV.=70.75' C3 DATE: Dec. 2005 Salt Lake City, Utah 841 KI E7 MR/ C CA/ = r,Z 'ZA' 801-521-6970 PLAN DATED: S INV. ELEV.=61.50 , 0 /o rV AA CO Q) @ tX 0 oti GAS — GAS — SS 8 "SS STORM DRAIN MH RIM ELEV.=70.00 NE. INV ELEV.=61.45' W. INV. ELEV.=61.35' ov -, GAS q 1 hlh� NEW SSMH #2 RIM ELEV.=70.34' NE. INV ELEV.=59.23' W. INV. ELEV.=59.13' Li ry Q � IN S Schiess & Associates ENGINEERING -PL.4jVNMC7 -LAND SUR VEYING 4 Idaho Falls 522-1244 Rexburg 356-6092 COPYRIGHTO 2003 PENDING EXISTING SSMH RIM ELEV.=70.67' S. INV ELEV.=59.77' W. INV. ELEV.=59.67' NO. DATE BY DESCRIPTION I CONST REVISIONS CERTIFICATION AND SEAL NEW SSMH #3 RIM ELEV.=70.18' E. INV ELEV.=59.54' SW. INV. ELEV.=59.44' LEGEND I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF IDAHO AS SIGNIFIED BY MY HAND AND SEAL. .:, S\O NA c vo� 11, ;0 8842 sT Pr 4,- of H. Sco EXISTING MANHOLE STORE NUMBER 09918 PROJECT NAME EXISTING CATCH BASIN WALGREENS STORE PROPOSED CATCH BASIN 164 EAST MAIN STREET REXBURG, ID O PROPOSED MANHOLE DRAWING TITLE UTILITY PLAN CADD PLOT: SCALE: 1" = 20' DRAWING NO. utility plans.dwg Phillips Edison DRAWN BY: 4 Company 175 East 400 South, Suite 402 VOID PLOT: J.C.C. C3 DATE: Dec. 2005 Salt Lake City, Utah 841 SUPERSEDES 801-521-6970 PLAN DATED: REVIEWED BY: K.J.R. OF DWGS. — COPYRIGHTO 2003 PENDING S Schiess & Associates 4 ENGINEERING • PLANNING -LAND SURVEYING Idaho Falls 522 -1244 Rexburg 356 -6092 IDAHO FALLS STANDARD'`' w: TYPE II GRATE t t ' t. �.. .; it fir. � I r. ti •L � k ,� . • , .' y n b. a S ' ..» .\ ��•.. 7. I ./. �. J.L. // '{' r:' {, S Y Y*' CATCH BASIN — fTtrwkir 1 Z G 7 76 , t ASPHALT STORM DRAIN NOTES: 1. ALL CONCRETE PIPES (24" OR LESS IN DIA.) CONNECTED TO MANHOLES OR INLET BOXES SHALL HAVE A BELL AND SPIGOT JOINT LOCATED WITHIN 24" OF THE OUTSIDE WALL OF STRUCTURE. THIS PROTRUDING PORTION OF PIPE SHALL BE SUPPORTED WITH CONCRETE UP TO, BUT NOT INCLUDING THE JOINT. 2. ALL EXPOSED SURFACES TO BE GROUTED SHALL FIRST BE COATED WITH AN EPDXY BONDING AGENT. 3. JOINTS, ETC., THAT MUST BE GROUTED, SHALL BE "DRY PACKED" WITH A NON— SHRINK, TYPE GROUT. SUCH AS THORITE (STANDARD WALL PRODUCTS, INC.) OR EQUIVALENT. 4. INLET BOX REBAR SHALL BE TIED TO REBAR IN CURB AND GUTTER WITH STANDARD TIE WIRE. 5. REBAR C3 SHALL BE OF ADEQUATE LENGTH TO BE WIRED TO REBAR C1, AND SHALL BE EMBEDDED IN THE BOX A MINIMUM OF 10 INCHES. 6. THE SPACING FOR THE C1 REBAR SHALL BE MAINTAINED WITH 9 GAUGE WIRE OR ADDITIONAL #4 REBAR AT THE ENDS. 7. SEE CURB & GUTTER DETAILS FOR DIMENSIONS OF CURB AND GUTTER. il MA 9' -6" 71 -7 „ C3 #4 REBAR BY MANUFACTURER C1 TBC ��— T ----- — — l l 2 CATCH BASIN — TYPE 2 B SECTION B 8. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND MEETING REQUIREMENTS OF ASTM C -1315. 9. ALL EXPOSED STEEL SURFACES (FRAME & GRATE) SHALL BE PAINTED WITH TWO COATS OF OIL BASE PRIMER AND FINAL COAT OF OIL BASE PAINT. APPLICATION RATE & PAINTING MATERIALS SHALL BE IN ACCORDANCE WITH THE STATE OF IDAHO STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION LATEST EDITION AND AMENDMENTS. FIRST TWO COATS SHALL BE PRIMED, FINAL COAT SHALL BE GRAY. 10. USE IDAHO FALLS STANDARD TYPE II GRATE AND FRAME FOR SUMP STYLE CATCH BASINS. USE IDAHO FALLS STANDARD TYPE I GRATE FOR IN —GRADE STYLE CATCH BASINS. �_ CURB LIP REBAR SCHEDULE MARK LOCATION SIZE LENGTH QUANTITY C1 CURB 4 9' -6" 5 C3 CURB AND BOX 4 — 2 0 4 C4 Y Y 1 ' DATE: Dec. 2005 ��— T ----- — — l l 2 CATCH BASIN — TYPE 2 B SECTION B 8. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND MEETING REQUIREMENTS OF ASTM C -1315. 9. ALL EXPOSED STEEL SURFACES (FRAME & GRATE) SHALL BE PAINTED WITH TWO COATS OF OIL BASE PRIMER AND FINAL COAT OF OIL BASE PAINT. APPLICATION RATE & PAINTING MATERIALS SHALL BE IN ACCORDANCE WITH THE STATE OF IDAHO STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION LATEST EDITION AND AMENDMENTS. FIRST TWO COATS SHALL BE PRIMED, FINAL COAT SHALL BE GRAY. 10. USE IDAHO FALLS STANDARD TYPE II GRATE AND FRAME FOR SUMP STYLE CATCH BASINS. USE IDAHO FALLS STANDARD TYPE I GRATE FOR IN —GRADE STYLE CATCH BASINS. �_ CURB LIP REBAR SCHEDULE MARK LOCATION SIZE LENGTH QUANTITY C1 CURB 4 9' -6" 5 C3 CURB AND BOX 4 — 2 0 4 r � NInT�:_- 1. ALL T M DRAIN S OR D A N NOTES ON SHEET D-4 APPLY TO THESE DETAILS. C1 ADJUSTING BOLTS — C3 #4 REBAR BY MANUFACTURER KNOCKOUTS TYPICAL (4) ;IDES 18" DIA. TO RECEIVE UP TO 15" DIA. PIPE SKET FOR PLASTIC PIPE PLASTIC PIPE II N � Z — a d GRATE 1' -2" INLET BOX I d� D CURB & GUTTER SEE DETAIL TB C SIDEWALK O C1 2b" �I 3' 3" 30" INSIDE DIA. BARREL SECTION 4 c SECTION C NO. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF IDAHO AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 09918 PROJECT NAME WALGREENS STORE 164 EAST MAIN STREET REXBURG, IDAHO a 3' -0 "x6 "x3/8" STEEL PLATE `— PRECAST CONCRETE BARREL 3 1/2" z a � 0 N M Phillips Edison & Company 175 East 400 South, Suite 402 Salt Lake City, Utah 84111 801 - 521 -6970 DRAWING TITLE DETAILS CADD PLOT: SCALE: AS NOTED DRAWING NO. detailsheets•dwg DRAWN BY: VOID PLOT: J.C.G. C4 DATE: Dec. 2005 SUPERSEDES PLAN DATED: REVIEWED BY: K.J.R. OF DWGS. COPYRIGHT© 2003 PENDING CONCRETE COLLAR FOR VALVE BOX VALVE BOX SET TO FINISHED GRADE —� VALVE NUT EXTENSION TO WITHIN 6" OF SURFACE VALVE !o ( 00 3 COLLAR 1 DETAIL - z 0 z` I (PVC) FOR USE SYSTE DELIVERS AN EQL PE COI DI LINE—/ TEE MJ JOINT -/ � TYPE 1 FLANGED JOINT AGGREGATE BEDDING ( ' A VALVE SECTION VALVE BOX SET TO 1/2 BELOW FINISHED GRADE /� CONCRETE FINISHED GRADE � O / COLLAR I VALVE NUT EXTENSION TO WITHIN 6" OF SURFACE THRUST BLOCK USE A CORP STOP FOR 2" OR__ SMALLER INSTALLATIONS RESTRAINED JOINT PIPE PER IRRIGATION DESIGNER NOTE: DIRECT TAPPING CONNECTION ALLOWED IF APPROVED BY WATER PURVEYOR. FORD SERIES S91 SADD WATER SERVICE LINE CONNECTION o N I � I � I � I \ 1 I I I I I I� t o I I Ln I I I I I I I I I I I i I i i I 1 � I I L------ - - - - -J WATTS SERIES 009 RPZ BACKFLOW PREVENTOR OR EQUIVALENT I ) THREADED GALV. PIPE � / AS REQ'D BY SPRINKLER SYSTEM DESIGN (BY OTHERS WATER METER IN BOX 5 SEE NOTE 3 TYPICAL IRRIGATION SERVICE TOUCH READ BUTTON - 1" METER LID & COVER -SIDEWALK, STREET OR / LAWN LEVEL 2" POLYETHYLENE INSULATION PAD -ANGLE METER VALVE M VARIES SEE PLAN 12" BARREL EXTENSION - 22" OF 0 2. ALL SERVICE LINES NOTES THIS SHEET: r w z 1" SCH 40 PVC PIPE WITH NO ASPHALT PAVING SHALL BE TOUCH READ BUTTON 2'- 4" 1, SIZE BACKFLOW PREVENTOR PER w IRRIGATION SYSTEM DESIGN (BY w o U STRAP SERVICE LINE OTHERS). LID & COVER > HYDRANT TO 1 PIPE WITH 2. IRRIGATION SERVICES ARE TO RING SIDEWALK, STREET OR BE PLACED PER IRRIGATION >O PLACE SAFETY DESIGN (BY OTHERS). v Q 2" MIN. 3. USE METER BOX DETAILS AND LAWN LEVEL ry FLANGE OR FLANGE - o OF REXBURG REQUIREMENTS AND STD SIZE POLYTUF IN ACCORDANCE WITH IRRIGATION O METER BOX OR EQUAL — \ SYSTEM DESIGN NEEDS (BY VALVE BOX SET WITH BREAK AWAY BOLTS 2" MIN. 8" OTHERS). ` 12" BARREL EXTENSION �t - TO FINISHED GRADE 2" POLYETHYLENE MAX. ABOVE GRADE o INSULATION PAD 1 1/2" OR 2" METER FINISHED GRADE w _o I = z a 2" SCH 40 ANGLE METER o w U PVC PIPE WITH VALVE VALVE NUT > S/W CAPS EXTENSION TO > w 1 1/2" OR 2" IPS SDR -7 ° WITHIN 6" OF o STRAP SERVICE LINE SURFACE z DO NOT COVER TO 2" PIPE WITH HIGH MOLECULAR DENSITY DRAIN HOLES z ¢ ELECTRICAL TIE POLYETHYLENE PIPE, � CONNECT TO METER o WITH CONCRETE 0 2" MIN. 8c ANGLE METER VALVE VALVE z_ I ` 0 W /APPROXIMATE FITTINGS THRUST BLOCK THRUST BLOCK Li OVERSIZED POLYTUF METER BOX OR EQUAL TO BACKFLOW PREVENTOR a d 1 1/2" OR 2„ d d � d a PE SERVICE LINE AS REQ'D „ 2 -g 4 DI LINE TO CITY MAINLINE z TEE MJ JOINT ` ( 6 METER BOX AND METER SETTER DETAIL FLANGED JOINT (2 "x8 "x1T ") 1 CUBIC YARD - FOR 1 1/2" & 2" METERS 2' SPOOL CONCRETE BLOC K OF PIT RUN GRAVEL TYPE 1 AGGREGATE BEDDING FORD FB CORPORATION 1101 SERIES STOP 4 S° 2 VALVE HYDRANT SERVICE LINE (PVC) FOR USE SYSTE DELIVERS AN EQL PE COI DI LINE—/ TEE MJ JOINT -/ � TYPE 1 FLANGED JOINT AGGREGATE BEDDING ( ' A VALVE SECTION VALVE BOX SET TO 1/2 BELOW FINISHED GRADE /� CONCRETE FINISHED GRADE � O / COLLAR I VALVE NUT EXTENSION TO WITHIN 6" OF SURFACE THRUST BLOCK USE A CORP STOP FOR 2" OR__ SMALLER INSTALLATIONS RESTRAINED JOINT PIPE PER IRRIGATION DESIGNER NOTE: DIRECT TAPPING CONNECTION ALLOWED IF APPROVED BY WATER PURVEYOR. FORD SERIES S91 SADD WATER SERVICE LINE CONNECTION o N I � I � I � I \ 1 I I I I I I� t o I I Ln I I I I I I I I I I I i I i i I 1 � I I L------ - - - - -J WATTS SERIES 009 RPZ BACKFLOW PREVENTOR OR EQUIVALENT I ) THREADED GALV. PIPE � / AS REQ'D BY SPRINKLER SYSTEM DESIGN (BY OTHERS WATER METER IN BOX 5 SEE NOTE 3 TYPICAL IRRIGATION SERVICE TOUCH READ BUTTON - 1" METER LID & COVER -SIDEWALK, STREET OR / LAWN LEVEL 2" POLYETHYLENE INSULATION PAD -ANGLE METER VALVE M 0 I 1" IPS SDR -7 HIGH ° MOLECULAR DENSITY d POLYETHYLENE PIPE, CONNECT TO METER & ANGLE METER VALVE W /APPROXIMATE FITTINGS BUILDING SIDE 2 1" PE SERVICE LINE--J 5 METER BOX AND METER SETTER DETAIL FOR 1" METERS Phillips Edison & Company 175 East 400 South, Suite 402 Salt Lake City, Utah 84111 801 - 521 -6970 S Schiess & Associates 4 ENGINEERING •PLANNING *LAND SURVEYING idcho Fcile 522 -1244 Rexburg 358 -8092 NO. I DATE I BY I DESCRIPTION REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION �� F jVc/ WAS PREPARED BY ME OR o f �OISTERF� 'L� UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED 88'42 ARCHITECT OR ENGINEER UNDER THE LAWS OF THE R" STATE OF IDAHO AS SIGNIFIED 4 OF O A u g BY MY HAND AND SEAL. STORE NUMBER 09918 PROJECT NAME WALGREENS STORE 164 EAST MAIN STREET REXBURG, IDAHO DRAWING TITLE DETAILS CADD PLOT: SCALE N.T.S. DRAWING NO. detailsheets.dwgi DRAWN BY: VOID PLOT: J.C.C. DATE: Dec. 2005 C5 SUPERSEDES PLAN DATED: REVIEWED BY: K.J.R. OF DWGS. METER NOTES: STING 1. PLACE METERS SO THAT 12" BARREL EXTENSION - 22" OF 0 2. ALL SERVICE LINES NOTES THIS SHEET: r w z 1" SCH 40 PVC PIPE WITH NO ASPHALT PAVING SHALL BE CUT FOR SERVICE S W CAPS- 1, SIZE BACKFLOW PREVENTOR PER w IRRIGATION SYSTEM DESIGN (BY w o U STRAP SERVICE LINE OTHERS). > � TO 1 PIPE WITH 2. IRRIGATION SERVICES ARE TO � ELECTRICAL TIE BE PLACED PER IRRIGATION >O DESIGN (BY OTHERS). v Q 2" MIN. 3. USE METER BOX DETAILS AND z ry SIZES IN ACCORDANCE WITH CITY - o OF REXBURG REQUIREMENTS AND STD SIZE POLYTUF IN ACCORDANCE WITH IRRIGATION O METER BOX OR EQUAL — \ SYSTEM DESIGN NEEDS (BY I OTHERS). ` 0 I 1" IPS SDR -7 HIGH ° MOLECULAR DENSITY d POLYETHYLENE PIPE, CONNECT TO METER & ANGLE METER VALVE W /APPROXIMATE FITTINGS BUILDING SIDE 2 1" PE SERVICE LINE--J 5 METER BOX AND METER SETTER DETAIL FOR 1" METERS Phillips Edison & Company 175 East 400 South, Suite 402 Salt Lake City, Utah 84111 801 - 521 -6970 S Schiess & Associates 4 ENGINEERING •PLANNING *LAND SURVEYING idcho Fcile 522 -1244 Rexburg 358 -8092 NO. I DATE I BY I DESCRIPTION REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION �� F jVc/ WAS PREPARED BY ME OR o f �OISTERF� 'L� UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED 88'42 ARCHITECT OR ENGINEER UNDER THE LAWS OF THE R" STATE OF IDAHO AS SIGNIFIED 4 OF O A u g BY MY HAND AND SEAL. STORE NUMBER 09918 PROJECT NAME WALGREENS STORE 164 EAST MAIN STREET REXBURG, IDAHO DRAWING TITLE DETAILS CADD PLOT: SCALE N.T.S. DRAWING NO. detailsheets.dwgi DRAWN BY: VOID PLOT: J.C.C. DATE: Dec. 2005 C5 SUPERSEDES PLAN DATED: REVIEWED BY: K.J.R. OF DWGS. METER NOTES: STING 1. PLACE METERS SO THAT THE TOP OF THE METER IS BETWEEN 18" AND 22" OF METER LID. 2. ALL SERVICE LINES SHALL BE BORED UNDER EXISTING ASPHALT PAVING. NO ASPHALT PAVING SHALL BE CUT FOR SERVICE LINE INSTALLATION. COPYRIGHTO 2003 PENDING i PLAN A 3BER GASKET MANHOLE NOTES: 1. PLACE VERTICAL WALL ON UPSTREAM SIDE OF MANHOLE, ROTATED 45 DEGREES. 2. UNLESS OTHERWISE SHOWN, MANHOLES SHALL HAVE 0.1 FALL FROM UPSTREAM INVERT TO DOWNSTREAM INVERT. FOR PIPE SLOPES GREATER THAN 2.5% SLOPE, SEE PLAN & PROFILE. ABSOLUTE MIN. GRADE 1 /8 " /FT.(1 %) MIN. GRADE 1 /4 " /FT.(2%) ) 0 OO ) ° o 0 0 OO pC. o° ° 0 00 pC Op p0 r7 ° 0 ,,C Schiess & Associates ENGINEERING •PLANNING -LAND SURVEYING Idaho Falls 522 -1244 Rexburg 356 -6092 FINISH GRADEPt 2% MIN, GRADE 1 /4" /FT.( 99 B 99 " )9 D 99 r )AkAr 0. 1- n\ir7) ►wo CONCRETE COLLAR MONOLITHIC 2IC CONE SECTION =T ALL JOINTS CRETE MANHOLE– BARREL REQ'D COMPACT 1" MAX. — BACKFILL IN 6" LAYERS TO 95% OF ASTM D– Ac :CAST GASKETED HUB RING OR 3BER GASKETED COLLAR– FLEXIBLE ) WATER TIGHT ABRICATED BASE. CAST IN �-E BASES ARE ACCEPTABLE WITH ROVED DESIGNS. COMPACT 1" MAX. BACKF TO 95% OF ASTM D -698 \i \\ COMPACT APPROV�. REXBURG, IDAHO - BE D DING \\ TTO95% OF ASTM \ \ 12" D -698 �\ MAX Philli Edison z -\ \ \- \ \- - - 3 " SHAPED UNDISTURBED SOIL. EXCAVATE FOR BELL HOLES. SHAPED SUBGRADE VZZA14. I ` MAX GRANULAR FOUNDATION PIPE B EDDING DETAIL FOR FLEXIBLE PIPE I B E DDING DETA TYPE C (SEE NOTE 2) L-L- Ul\ APPS CONNECTION TYPE B TYP E E (SEE NOTE 3) NO. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS oNAL PLAN AND SPECIFICATION gS WAS PREPARED BY ME OR o F� �G \STEf� UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED 8842 ARCHITECT OR ENGINEER UNDER THE LAWS OF THE 'o s� Pa o STATE OF IDAHO AS SIGNIFIED �G OF g BY MY HAND AND SEAL. N, SCO�� 6" MI \'COMPACT APPRO\ �\ BEDDING MATERIA TO 95% OF ASTM 12 f D -698 —� MAX z 3 „ 3 — SHAPED UNDISTURBED SOIL. EXCAVATE FOR BELL HOLES. %6 "MIN 12" MAX SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING FOR RIGID PIPE 6" M I N\; FINISH GR CAP OR PLUG AND INSTALL SERVICE LINE MARKER PER SD -512 (TYP.) MIN. GRADE 1/4 7F T. (2 %) 4"-1/8 OR 1/16 BEND AS NEEDED )9 A 99 2 -45° BENDS 99 E 99 -o°po` �Q o STORE NUMBER 09918 PROJECT NAME WALGREENS STORE 164 EAST MAIN STREET REXBURG, IDAHO DRAWING TITLE DETAILS Philli Edison CADD PLOT: SCALE: N.T.S. DRAWING NO. I" detailsheets.dwg 2. TYPE "C" SERVICE WILL ONLY BE & Company DRAWN BY: 175 East 400 South, Suite 402 VOID PLOT: J.C.C. 3. TYPE "E" ALLOWABLE FOR TRENCHES app Salt lake City, Utah 84111 15 FT. DEEP OR GREATER WITH DATE: Dec. 2005 C6 PRE – APPROVAL BY THE ENGINEER. 801- 521 -6970 SUPERSEDES PLAN DATED: REVIEWED BY: AROUND EACH SERVICE. K.J.R. OF DWGS. 6" MI \'COMPACT APPRO\ �\ BEDDING MATERIA TO 95% OF ASTM 12 f D -698 —� MAX z 3 „ 3 — SHAPED UNDISTURBED SOIL. EXCAVATE FOR BELL HOLES. %6 "MIN 12" MAX SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING FOR RIGID PIPE 6" M I N\; FINISH GR CAP OR PLUG AND INSTALL SERVICE LINE MARKER PER SD -512 (TYP.) MIN. GRADE 1/4 7F T. (2 %) 4"-1/8 OR 1/16 BEND AS NEEDED )9 A 99 2 -45° BENDS 99 E 99 -o°po` �Q o 3 SANITARY SEWER - SERVICE SINES I LL UI \ / I ROVE CONNECTION TYPE A & D COPYRIGHT© 2003 PENDING z UI\4 L)IJ I UI \LJLL) [_/ I n W p m A SEWER MANHOLE SECTION NOTES: 1. ALL SERVICE LINES TO BE 4" INSIDE DIAMETER UNLESS 0 O C OTHERWISE NOTED. O° 0 c 2. TYPE "C" SERVICE WILL ONLY BE ALLOWED IF SPECIFICALLY APPROVED BY THE ENGINEER. 3. TYPE "E" ALLOWABLE FOR TRENCHES app 15 FT. DEEP OR GREATER WITH oop °o0 PRE – APPROVAL BY THE ENGINEER. �p OO p ° p O 4. USE 6" OF TYPE I BEDDING ALL AROUND EACH SERVICE. 3 SANITARY SEWER - SERVICE SINES I LL UI \ / I ROVE CONNECTION TYPE A & D COPYRIGHT© 2003 PENDING z UI\4 L)IJ I UI \LJLL) [_/ I n W p m A SEWER MANHOLE SECTION M AN THRUST BLOCK NOTES: 1. WRAP ALL FITTINGS WITH 8 MIL POLYETHYLENE ENCASEMENT TO PREVENT CONCRETE FROM ADHERING TO THE FITTINGS. 2. THRUST BLOCKING CONCRETE TO BE MINIMUM 3000PSI MIX. 3. ALL THRUST BLOCKS ARE TO BE FORMED ON THE VERTICAL PLANES. 4. PLACE THRUST BLOCKS ON ALL WATERLINE BENDS AND TEES. BEND TEE (� 1 THRUST BLOCKING DETAIL REDUCER TYPICAL PARKING LOT O O O O O O O O O O O \ O O O O O O O O O O O \ o o o o o o oO o oO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° \ \j\ ° 00000000000000000 o o ° o ° O ° o ° o ° o ° o o ° o ° o ° o ° o ° o ° o o ° o ° ° o ° o ° o ° o o 0 0 0 0000000 0 0 0 0 0 0 NATIVE MATERIAL 0 0 0 0 0 0 0 0 0 0 o o ° o ° o ° o ° o ° o ° o 0000000 0 2 o ° o ° o ° o ° o ° o ° o 0000000000000 0 0 0 0 0 0 0 0 0000000000000 z _ �t- ��� o- i I— m z 0 L0 \WATER LINE PLACEMENT STANDARD TRENCH DETAIL d d Schiess & Associates 4 ENGINEERING •PLANNING *LAND SURVEYING Idaho Falls 522 -1244 Rexburg 356 -6092 ' A 11 T��' RADIUS OF CONCRETE WALK TO /4" ABOVE < OF CURB STANDARD 30" CURB & GUTTER DETAIL FOR USE IN CITY STREET I / A T-- I r— n n n 1 1 I r BETE iE B TYPICAL_ WATER LINE PLACEMENT ZONE 1 11 ' " " A. \1 DIMENSION FOR THRUST BLOCKING A) FITTING SIZES TEES 8c PLUGS 90° BEND 45° BEND 8c WYES INCHES, AND ONE FULL, UNCUT LENGTH OF WATER REDUCERS 8c 22° BEND 8" A B A B A B A B 4" 1' -7" 1' -2" 1' -9" 1' -6" R =3" 1' -6" 1' -8" 0' -10" 1' -7" 0' -6" 6" 2' -0" 1' -11" 2' -5" 2' -2" 1' -10" 1' -7" 1' -9" 0' -10" 8 „ 2 , -8 „ 2, -6„ 3' -2„ NO. DATE 3 , -0 „ CONST 2 , -5 ,> A) 2 , -1 „ 1 ,_ g „ 18 CURB 8c GUTTER DETAIL 1 >_ REVISIONS 10" 3' -4" — FOR USE IN PARKING LOTS 3' -3" 4' -0" ARE AS FAR AS POSSIBLE FROM THE SEWER, AND 3' -10" 3' -0" B) 2' -9" 2' -2" 1' -11" SS�ONALFNc/ STANDARDS AND PRESSURE TESTED FOR WATER 3 10 4 8 S1STEp o F F 4'— 8 3 -8 3 3 UN ER MY DIRECT SUPERVISION TIAM 2� 14" 5' -5" 3' -10" 6' -6" 8842 4' -11" EITHER THE SEWER LINE OR THE WATER LINE OR BOTH 4'_9 3' -5" 3' -5" 2 , -5 „ d d Schiess & Associates 4 ENGINEERING •PLANNING *LAND SURVEYING Idaho Falls 522 -1244 Rexburg 356 -6092 ' A 11 T��' RADIUS OF CONCRETE WALK TO /4" ABOVE < OF CURB STANDARD 30" CURB & GUTTER DETAIL FOR USE IN CITY STREET I / A T-- I r— n n n 1 1 I r BETE iE B TYPICAL_ WATER LINE PLACEMENT ZONE 1 11 ' " " A. \1 I A) WATER AND SEWER MUST BE SEPARATED BY 18 N B) INCHES, AND ONE FULL, UNCUT LENGTH OF WATER 8" PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THE JOINTS ARE AS FAR AS POSSIBLE FROM 1' -6" R =3" THE SEWER. ZONE 2 (WATER<18" ABOVE TOP OF SEWER) NO. DATE BY DESCRIPTION CONST A) ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE 5 STANDARD 18 CURB 8c GUTTER DETAIL REVISIONS CENTERED OVER THE CROSSING SO THAT THE JOINTS — FOR USE IN PARKING LOTS CERTIFICATION AND SEAL ARE AS FAR AS POSSIBLE FROM THE SEWER, AND B) EITHER SEWER MAIN MUST BE CONSTRUCTED TO WATER MAIN 2" R =2 1/4" TOOLED RADIUS I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION SS�ONALFNc/ STANDARDS AND PRESSURE TESTED FOR WATER - MA I,/ WAS PREPARED BY ME OR S1STEp o F F TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 FEET N UN ER MY DIRECT SUPERVISION TIAM 2� ON BOTH SIDES OF THE CROSSING OR; `— a A DULY REGISTERED 8842 C) EITHER THE SEWER LINE OR THE WATER LINE OR BOTH SLOPE C° ° ° ARCHITECT OR ENGINEER MUST BE ENCASED IN AT LEAST 4 INCHES OF �— N UNDER THE LAWS OF THE 9 G OF g CONCRETE MEASURED AT THE BELL FOR A ° a ,° STATE OF IDAHO AS SIGNIFIED BY MY HAND AND SEAL. N . Sco�� HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF ° a a as a THE CROSSING. a STORE NUMBER 09918 ZONE 3 8" PROJECT NAME SAME REQUIREMENTS AS ZONE 2 EXCEPT THE SEWER ,„ R -3 " 1 _6 WALGREENS STORE MAIN MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING. 164 EAST MAIN STREET ZONE 4 REXBURG, IDAHO 6 LIP DOWN CURB 8c GUTTER DETAIL SAME REQUIREMENTS AS ZONE 1 EXCEPT THE SEWER — FOR USE IN PARKING LOTS DRAWING TITLE MAIN MUST ALSO BE SUPPORTED ABOVE THE CROSSING DETAILS TO PREVENT SETTLING. CADD PLOT: SCALE: N.T.S. DRAWING NO. SITE SPECIFIC APPROVAL FROM DEQ MUST BE SECURED Phillips Edison detailsheets.dwg BEFORE ZONE 2 OR 3 INSTALLATIONS ARE MADE. DRAWN BY: & Company VOID PLOT: J.C.C. REFER TO IDAPA 58.01.08 IDAHO RULES FOR PUBLIC 175 East 400 South, Suite 402 Cr 7 DRINKING WATER SYSTEM Salt Lake City, Utah 84111 DATE: Dec. 2005 801- 521 -6970 SUPERSEDES PLAN DATED: REVIEWED BY: K.J.R. OF DWGS. t- n0\ /01t-_UT1n17AAl2 OCAIMIAI/-1 c� L . L t1) LL C ADJOINING SLOPE = Y: X SLOPE SHALL WHERE X IS A NOT EXCEED ®Y LEVEL PLANE 1:20 WALK STREET MEASUREMENT OF CURB RAMP SLOPE NOTE: ACCESSIBLE RAMPS AND CURB RAMPS WHERE POURING OF A SEPARATE x INTEGRALLY COLORED PEDESTRIAN INTEGRALLY COLORED CONCRETE IS REQUIRED, WALK INSTALL SHEAR DOWELS RED CONCRETE ON DETECTABLE WARNING 2'-0" O.C. AND KEYWAYS SEE SIDE FLARE SURFACE TO PREVENT HEAVING OF NOTE BELOW RAMPS W/ ADJACENT SIDEWALK OR CONC. 3' -0" SURFACE. ADA IN. CURB RAMP ° "X" IS 60" MIN. AT AN OUT SWING PLAN OF DETECTABLE DOOR WITH A SLOPE OF 1:50 (2 %) WARNING SURFACE MAXIMUM. LEVEL SURFACE IS PREFERED. VARIES PER MANUF. _ SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM 0 ABOVE). SIDE FLARES SHALL HAVE A MAXIMUM SLOPE Or 1:10 (10 %). WHERE "X" 0.9" IA. IS LESS THAN 48 ", SIDE FLARE SLOPE 2.35" (TYP.) SHALL BE 1:12 (8.33 %) MAXIMUM. WHERE "X" f__ IS LESS THAN 36 ", WALGREENS PREFERS THE "IN- LINE" RAMP SHOWN BELOW. SECTION OF "DOME STAMP" 2.35" PATTERN IN SURFACE 1 1/2% 2.35" O 2 % MAX. 0.9" DI� O 0.2 "H. c N e 0 0 PLAN M O M _____1:12 (8.33 %) MAX. N 2.35" 2.35" O O ELEVATION *SLOPE < 5% = WALK TRIANGULAR PATTERN SQUARE PATTERN (NOT RAMP). IN- LINE" RAMP (EITHER PATTERN IS ACCEPTABLE) " PLAN OF "DOME STAMP" PATTERN IN SURFACE NOTES: A CURB RAMP(S) MUST BE PROVIDED ALONG AN ACCESSILBLE PATH FROM THE PARKING LOT TO CURB RAMPS MUST HAVE A DETECTABLE WARNING WALGREENS CURBED SIDEWALK. FEATURE EXTENDING THE FULL WIDTH AND DEPTH OF THE RAMP (MID -WALK "IN- LINE" RAMPS ONLY NEED A CURB RAMP(S) MUST ALSO BE PROVIDED IN THE DETECTABLE WARNINGS AT WALK /PARKING PARKING LOT AT ALL INTERMEDIATE AND PERIMETER TRANSITION). THE DETECTABLE SURFACE MUST CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO CONSIST OF RAISED TRUNCATED DOMES WITH A PUBLIC SIDEWALKS. DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER -TO CENTER A RAMP IS ANY SLOPE GREATER THAN 1:20 (5 %) AND SPACING OF NOMINAL 2.35 INCHES, THE TEXTURE OF SHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.33 %). THE THE DETECTABLE WARNING FEATURE MUST CONTRAST MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF WITH THE SURROUNDING SURFACES (EITHER DISTANCE TRAVELED. ALL DETECTABLE WARNING AREAS LIGHT -ON -DARK OR DARK -ON- LIGHT). SEE ABOVE. OF THE RAMP ARE TO HAVE AN INTEGRAL RED COLOR. LOCAL JURISDICTION THE CLEAR WIDTH OF ANY RAMP IS A MINIMUM OF THERE ARE LOCAL JURISDICTIONS (e.g. ILLINOIS, IAC 36 ". 400.310,d, 7) THAT SPECIFICALLY REQUIRE DETECTIBLE WARNINGS ON THE SIDE FLARES. THERE ARE LOCAL CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO JURISDICTIONS THAT HAVE REDEFINED DETECTIBLE NOT REQUIRE HANDRAILS. WARNINGS (e.g. EXPOSED CONTRASTING COLOR ANY RAMP WITH GREATER THAN A G" RISE SHALL AGGREGATE, GROOVES IN A PARALLEL OR DIAMOND HAVE HANDRAILS ON BOTH SIDES AND CURBED EDGE PATTERN ETC.). ACCESSIBILITY GUIDLINES DEFINED BY PROTECTION ON BOTH SIDES. EDGE PROTECTION LOCAL ORDINANCE SHOULD SUPERSEDE WHEN MORE CONSISTS OF CURBS, WALLS, RAILINGS, OR STRINGENT THAN ADAAG. IN THE ABSENCE OF A PROJECTING SURFACES THAT PREVENT PEOPLE FROM DEFINITION, FOLLOW ADAAG. SLIPPING OFF THE RAMP. HANDRAIL DETAILS SHALL FOLLOW ACCESSIBLE GUIDELINES. OF PARKING STALL I A ccessible Parking Sign and Post (Freestand /ng) Not to Scale -6 " L 2' - 3" L1 \ 1 12" i 12" a o WE .- CD ITI HIF�IUI 1 J NOTES: 1. PAINT COLOR TO BE "YELLOW" FOR ARROW AND LETTERS. "DRIVE -THRU" LETTERS TO BE ELONGATED HELEVETICA MEDIUM - 4" WIDE STROKES. 2. PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS WITH CONCRETE PARKING LOTS. _I on WE TH R U LANE WIDTH _y o t O o O D N 7 Pavement Painting Not to Scale KEYED NOTES O PREFABRICATED WELDED CAP W/ �Q STAINLESS STEEL LATEX OR EPDXY SCREWS. DOME STANDARD USDOT R7 -8 O 2 SIGN (BOTH SIDES). O 2" X 12" STEEL TUBE - MODIFIED CEMENT PAINT ENAMEL WHITE SEALED (FILL W/ CONC.). O SUPPLEMENTAL SIGNS, VAN ACCESSIBLE" MORTAR LEVELING AND /OR $ -FINE AS APPLICABLE. O5 FINISHED GRADE. 018" DIA. CONCRETE COURSE. FOOTER BELOW FROST LINE (4' -0" MIN.). A ccessible Parking Sign and Post (Freestand /ng) Not to Scale -6 " L 2' - 3" L1 \ 1 12" i 12" a o WE .- CD ITI HIF�IUI 1 J NOTES: 1. PAINT COLOR TO BE "YELLOW" FOR ARROW AND LETTERS. "DRIVE -THRU" LETTERS TO BE ELONGATED HELEVETICA MEDIUM - 4" WIDE STROKES. 2. PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS WITH CONCRETE PARKING LOTS. _I on WE TH R U LANE WIDTH _y o t O o O D N 7 Pavement Painting Not to Scale Building and Column Mounted A ccessible Parking Sign (At Downspouts) Not to Scale REFER TO LOCAL ORDINANCE. (PREFERRED DETAIL) 1 DIA. DROP ROD TO ENGAGE INTO GROUND AT CLOSED AND OPEN POSITIONS (PROVIDE 1" DIA. CAIN BOLT W /KEEPER MOUNTED ON ACTIVE LEAF OF GATE). 1 DIA. OR 1 GATE UPRIGHT i —FORK HANDLE LATCH BOLT (ACCEPTS 0 ( PADLOCK) GUIDE -(3) REQUIRED DIA. CARRIAGE BOLT "MASTER HALCO" #17202 ASSEMBLY OR EQUAL. 10 Industrial Latch w/ Drop Rod and Gate Hinge (MIh. Level of oualrt Not to Scale 180° INDUSTRIAL HINGES, GALVANIZED (MASTER HALCO #15607 OR EQUAL). GATES 4' -0" IN WIDTH OR LESS ARE TO HAVE (2) HINGES. GATES GREATER THAN 4' -0" ARE TO HAVE (3) HINGES. 6" DIA. GALVANIZED STEEL GATE POST, CONCRETE FILLED 2" DIA. GALVANIZED STEEL TUBE GATE FRAME Industrial Hinge Detail Not to Scale (Min. Level of Qua lily 6 &3 V) 0 0 a 1 �0 a cr Cr Z) a v 6 o� I 2 z w a da S=120 KEYED NOTES O 6 "0 STANDARD STL. PIPE CONCRETE FILLED IN RECEIVING LOCATIONS INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS (EXCEPTION: 4 "0 STL. PIPE AT DRIVE -THRU AND FRONT WALK). PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. PAINT PIPES YELLOW. BOLLARDS ON WALK AND DRIVE -THRU TO RECEIVE GRAY POLYETHYLENE COVER (FROM IDEAL SHIELD - 313- 842 - 7290). O2 TOP OF PAVEMENT, O 3 24 "0 CONCRETE FOUNDATION. USE SONOTUBE FORM. O4 3/8 "0 WELDED HOOPS. 18 TOP, BOTTOM, AND CENTER. 5O SOLID UNDISTURBED SOIL. O PROVIDE PITCH, SMOOTH CONCRETE FINISH. 5 Typical Pipe Bollard Not to Scale _I 0 I 4 I I - III -III- � 1 1/2" R KEYED NOTES O TRAFFIC DIRECTIONAL SIGN. 0 2 "X 2" STEEL TUBE EXTENDED INTO CONCRETE FILLED 4" PIPE. O3 12 "0 CONCRETE FOUNDATION 6" BELOW FROST LINE (4 FT. MINIMUM BELOW FIN. GRADE). O4 FINISHED GRADE. Traffic Directional Sign (Freestanding) Not to Scale 1X6 DOG EARED CEDAR PICKETS (3)2x CEDAR RAILS, EVENLY SPACED VERTICALLY. r ------- 4 7/16" T NOTE: BOTTOM OF PICKETS INCLUDING GATES, TO BE 6" ABOVE CONCRETE PAD. Cedar Fence Detail - 3 Compactor & Tote Area Not to Sco% � 00 01, r 12X12 UN A �Q LATEX OR EPDXY "(W/ DOME PAVERS W/ MODIFIED CEMENT 6 PAVERS) SEALED GROUT JOINTS MORTAR LEVELING i KEYED NOTES COURSE. 3' -0 "MIN. OR FULL RAMP SIGNS MOUNTED TO r N BUILDING WALL OR a COLUMN IS THE PREFERRED DETAIL WHERE ALLOWED. FOR FREESTANDING SIGN, SEE DETAIL 4/CO.1 SECTION AT CURB RAMP WITH 2 2O COLUMN /WALL ALTERNATE TRUNCATED PAVERS W /DOMES O STAND -OFF BRACKET (WHEN DOWNSPOUT IS 3 PRESENT) AT TOP AND BOTTOM OF SIGN. DO 4 NOT ANCHOR SIGN TO Curb Ra and Other Ramps 5 DOWNSPOUT. 0 DOWNSPOUT Not to Scale O5 SIGN Building and Column Mounted A ccessible Parking Sign (At Downspouts) Not to Scale REFER TO LOCAL ORDINANCE. (PREFERRED DETAIL) 1 DIA. DROP ROD TO ENGAGE INTO GROUND AT CLOSED AND OPEN POSITIONS (PROVIDE 1" DIA. CAIN BOLT W /KEEPER MOUNTED ON ACTIVE LEAF OF GATE). 1 DIA. OR 1 GATE UPRIGHT i —FORK HANDLE LATCH BOLT (ACCEPTS 0 ( PADLOCK) GUIDE -(3) REQUIRED DIA. CARRIAGE BOLT "MASTER HALCO" #17202 ASSEMBLY OR EQUAL. 10 Industrial Latch w/ Drop Rod and Gate Hinge (MIh. Level of oualrt Not to Scale 180° INDUSTRIAL HINGES, GALVANIZED (MASTER HALCO #15607 OR EQUAL). GATES 4' -0" IN WIDTH OR LESS ARE TO HAVE (2) HINGES. GATES GREATER THAN 4' -0" ARE TO HAVE (3) HINGES. 6" DIA. GALVANIZED STEEL GATE POST, CONCRETE FILLED 2" DIA. GALVANIZED STEEL TUBE GATE FRAME Industrial Hinge Detail Not to Scale (Min. Level of Qua lily 6 &3 V) 0 0 a 1 �0 a cr Cr Z) a v 6 o� I 2 z w a da S=120 KEYED NOTES O 6 "0 STANDARD STL. PIPE CONCRETE FILLED IN RECEIVING LOCATIONS INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS (EXCEPTION: 4 "0 STL. PIPE AT DRIVE -THRU AND FRONT WALK). PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. PAINT PIPES YELLOW. BOLLARDS ON WALK AND DRIVE -THRU TO RECEIVE GRAY POLYETHYLENE COVER (FROM IDEAL SHIELD - 313- 842 - 7290). O2 TOP OF PAVEMENT, O 3 24 "0 CONCRETE FOUNDATION. USE SONOTUBE FORM. O4 3/8 "0 WELDED HOOPS. 18 TOP, BOTTOM, AND CENTER. 5O SOLID UNDISTURBED SOIL. O PROVIDE PITCH, SMOOTH CONCRETE FINISH. 5 Typical Pipe Bollard Not to Scale _I 0 I 4 I I - III -III- � 1 1/2" R KEYED NOTES O TRAFFIC DIRECTIONAL SIGN. 0 2 "X 2" STEEL TUBE EXTENDED INTO CONCRETE FILLED 4" PIPE. O3 12 "0 CONCRETE FOUNDATION 6" BELOW FROST LINE (4 FT. MINIMUM BELOW FIN. GRADE). O4 FINISHED GRADE. Traffic Directional Sign (Freestanding) Not to Scale 1X6 DOG EARED CEDAR PICKETS (3)2x CEDAR RAILS, EVENLY SPACED VERTICALLY. r ------- 4 7/16" T NOTE: BOTTOM OF PICKETS INCLUDING GATES, TO BE 6" ABOVE CONCRETE PAD. Cedar Fence Detail - 3 Compactor & Tote Area Not to Sco% � 00 01, L 1 =u L USDOT STANDARD R7 -8 SIGN VAN ACCESSIBLE SEE NOTE BELOW NOTE (R7 -8 SIGN): THIS IS A STANDARD SIGN AND MAY BE ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE SIGN MUST BE SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS APPLICABLE AND /OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH LOCAL REGULATIONS. 2 Accessibility Signage Not to Scale � STANDARD ACCESSIBLE DIMENSIONING A U.S. DEPARTMENT OF TRANSPORTATION R7 -8 (RESERVED PARKING) AND SUPPLEMENTAL SIGNS AS NOTED ABOVE MUST BE MOUNTED ON A PERMANENT POST NO LOWER THAN FOUR FEET FROM THE PAVEMENT. THE POST MUST BE MOUNTED IN THE CENTER OF THE 8 FOOT WIDE ACCESSIBLE PARKING SPACE, NO MORE THAN 5 FEET FROM THE FRONT OF THE PARKING SPACE. SEE ILLUSTRATION ABOVE. NOTES: EACH ACCESSIBLE PARKING SPACE IS TO BE A MINIMUM OF 8 FEET WIDE AND HAVE A 96" MINIMUM ACCESS AISLE FOR VANS OR 60" ACCESS AISLE FOR CARS ADJACENT TO THE SPACE. THE ACCESS AISLE MAY BE ON EITHER THE DRIVER'S SIDE OR THE PASSENGER'S SIDE OF THE ACCESSIBLE SPACE. THIS APPLIES TO 45, 60, AND 90 PARKING. ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE TO THE STORE ENTRANCE AS POSSIBLE AND SHALL BE IDENTIFIED WITH A SIGN, ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH A SLOPE OF 1 1/2% (2% MAXIMUM)(EXAMPLE: 1.92 INCHES MAX. VERTICAL IN 8 FEET HORIZONTAL) OR 1:50 IN ALL DIRECTIONS. THIS INCLUDES BOTH "RUNNING SLOPES" AND "CROSS SLOPES." EACH PARKING SPACE ACCESS AISLE MUST CONNECT TO A COMMON LEVEL WITH AN ACCESSIBLE ROUTE...I.E., EACH ACCESS AISLE NEXT TO A PARKING SPACE MUST HAVE A CURB RAMP AT THE WALGREENS STOREFRONT SIDEWALK OR BLEND TO A LEVEL WALKWAY LEADING TO THE WALGREENS ENTRANCE. o� �ti9 ACCESSIBLE PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE STORE ENTRANCE. THE ACCESS AISLE SHALL BE DESIGNATED WITH HIGH QUALITY YELLOW DIAGONAL SURFACE PAINT STRIPING. RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE ACCESS AISLE OF ANY ACCESS PARKING SPACE. ADA ALLOWS TWO PARKING SPACES TO SHARE AN ACCESS AISLE. Accessible Parking -Size and Markings Not to Scale W "R A " 040 & FACILITIES PLANNING, DESIGN, & ENGINEERING 200 WILMOT ROAD DEERFIELD, IL 60015 -4616 PROJECT DATA TYPE GENERALSALES 0 FOOD MART NEW LOCATION PHARMACY 0 SECURITY ❑ NEW LOCATION ❑ 1 HOUR PHOTO 24 HOUR STORE ❑ EXIST'G BLDG REMODEL ❑ I LIQUOR ❑ OTHER ❑ Note: Walgreen's Standard Details are Provided for Contractor's Benefit. (Coord w/ Site Plan NO. DATE BY DESCRIPTION CONS REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. Store Number 09918 PROJECT NAME WALGREENS STORE 164 East Main Street Rexburg, Idaho Store Number 09918 Walgreen's Standard Details CADD PLOT: Not to Scale DRAWING NO. 04 135DT2 DRAWN BY: VOID PLOT: N.ANDERSON cog DATE: 1 7 JAN, 2006 SUPERSEDES PLAN DATED: REVIEWED BY: - - -- B.SHERRY OF DWGS. r �Q L 1 =u L USDOT STANDARD R7 -8 SIGN VAN ACCESSIBLE SEE NOTE BELOW NOTE (R7 -8 SIGN): THIS IS A STANDARD SIGN AND MAY BE ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE SIGN MUST BE SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS APPLICABLE AND /OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH LOCAL REGULATIONS. 2 Accessibility Signage Not to Scale � STANDARD ACCESSIBLE DIMENSIONING A U.S. DEPARTMENT OF TRANSPORTATION R7 -8 (RESERVED PARKING) AND SUPPLEMENTAL SIGNS AS NOTED ABOVE MUST BE MOUNTED ON A PERMANENT POST NO LOWER THAN FOUR FEET FROM THE PAVEMENT. THE POST MUST BE MOUNTED IN THE CENTER OF THE 8 FOOT WIDE ACCESSIBLE PARKING SPACE, NO MORE THAN 5 FEET FROM THE FRONT OF THE PARKING SPACE. SEE ILLUSTRATION ABOVE. NOTES: EACH ACCESSIBLE PARKING SPACE IS TO BE A MINIMUM OF 8 FEET WIDE AND HAVE A 96" MINIMUM ACCESS AISLE FOR VANS OR 60" ACCESS AISLE FOR CARS ADJACENT TO THE SPACE. THE ACCESS AISLE MAY BE ON EITHER THE DRIVER'S SIDE OR THE PASSENGER'S SIDE OF THE ACCESSIBLE SPACE. THIS APPLIES TO 45, 60, AND 90 PARKING. ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE TO THE STORE ENTRANCE AS POSSIBLE AND SHALL BE IDENTIFIED WITH A SIGN, ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH A SLOPE OF 1 1/2% (2% MAXIMUM)(EXAMPLE: 1.92 INCHES MAX. VERTICAL IN 8 FEET HORIZONTAL) OR 1:50 IN ALL DIRECTIONS. THIS INCLUDES BOTH "RUNNING SLOPES" AND "CROSS SLOPES." EACH PARKING SPACE ACCESS AISLE MUST CONNECT TO A COMMON LEVEL WITH AN ACCESSIBLE ROUTE...I.E., EACH ACCESS AISLE NEXT TO A PARKING SPACE MUST HAVE A CURB RAMP AT THE WALGREENS STOREFRONT SIDEWALK OR BLEND TO A LEVEL WALKWAY LEADING TO THE WALGREENS ENTRANCE. o� �ti9 ACCESSIBLE PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE STORE ENTRANCE. THE ACCESS AISLE SHALL BE DESIGNATED WITH HIGH QUALITY YELLOW DIAGONAL SURFACE PAINT STRIPING. RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE ACCESS AISLE OF ANY ACCESS PARKING SPACE. ADA ALLOWS TWO PARKING SPACES TO SHARE AN ACCESS AISLE. Accessible Parking -Size and Markings Not to Scale W "R A " 040 & FACILITIES PLANNING, DESIGN, & ENGINEERING 200 WILMOT ROAD DEERFIELD, IL 60015 -4616 PROJECT DATA TYPE GENERALSALES 0 FOOD MART NEW LOCATION PHARMACY 0 SECURITY ❑ NEW LOCATION ❑ 1 HOUR PHOTO 24 HOUR STORE ❑ EXIST'G BLDG REMODEL ❑ I LIQUOR ❑ OTHER ❑ Note: Walgreen's Standard Details are Provided for Contractor's Benefit. (Coord w/ Site Plan NO. DATE BY DESCRIPTION CONS REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. Store Number 09918 PROJECT NAME WALGREENS STORE 164 East Main Street Rexburg, Idaho Store Number 09918 Walgreen's Standard Details CADD PLOT: Not to Scale DRAWING NO. 04 135DT2 DRAWN BY: VOID PLOT: N.ANDERSON cog DATE: 1 7 JAN, 2006 SUPERSEDES PLAN DATED: REVIEWED BY: - - -- B.SHERRY OF DWGS. W"g"e4cAw FACILITIES PLANNING, DESIGN, &ENGINEERING 200 WILMOT ROAD DEERFIEID, IL 60015 -4616 Sw` NG — O - -- E G P� 6" GATE POST HEAVY DUTY BUNGEE CORD GATE GALVANIZED J GATE FRAMES 2 DECK SCREW FASTENERS PER PICKET PER RAIL — . I / I 1 n 1 . 14 (TRUCK TRAFFIC) KEYED NOTES O 1 1 1/2" WEARING SURFACE OVER TACK COAT. 0 2" BINDER COURSE OVER PRIME COAT. O 6" (MIN.) CLEAN, GRADED AND COMPACTED STONE (NO SLAG). O WELL— DRAINED SUB —GRADE (SUB —GRADE TO MODIFIED 95 PROCTOR MIN. COMPACTION). 0 8" CLEAN, GRADED & COMPACTED STONE BASE (NO SLAG). 16 NO. DATE I BY I DESCRIPTION ICON S REVISIONS CERTIFICATION AND SEAL r Q N 0 0 0 U) 0 0 N N N 0 0 Ln 0 i 3 Ln V i 0 i 0 C 0 J . ,_ _ . (CAR TRAFFIC) NOTE: THIS PAVEMENT SECTION DETAIL REFLECTS MINIMUM REQUIREMENTS. ENGINEER TO DETERMINE DESIGN BASED ON GEO— TECHNICAL DATA OF SPECIFIC PROJECT AND WALGREENS DAILY TRAFFIC DESIGN REQUIREMENT. Pa vement Section Not to Scale KEYED NOTES O N/A 0 4" COMPACTED AGGREGATE BASE O3 PAVEMENT. 15 O COMPRESSIBLE FILLER 0 1/4" TOOLED JOINT (3/4 MAXIMUM). CUT BACK AND O 6" X 6" #10 W.W.F. PROVIDE SEALANT, TYPICAL, AT ALL JOINTS WITH FILLER. Perimeter Sidewa lk Not to Scale Compactor G ate 1' -6" 6 „ 1 ,_ p ,. d Not to Scale z_ KEYED NOTES O1 N/A O2 PREPARED SUB — GRADE. O3 PAVEMENT. NOTE: ALL CURBS TO HAVE 1/4" EXPANSION JOINTS AT MAXIMUM 100 FEET WITH DOWELS AND CONTROL JOINTS AT MAX. 20 FEET. Combined Curb & Gutter Not to Scale EDGE OF PREFINISHED ALUMINUM RAIN COVER OVER FENCE FROM 2X6 HEADER AT 7' -0" ABOVE SLAB. RAIN COVER TO SLOPE AWAY FROM DUMPSTER. 1 `v o V 12 CEDAR FENCE SUPPORTED — BY 6" DIA. CONCRETE FILLED STEEL BOLLARDS. INDUSTRIAL GATE HINGE 5/16" EYE —BOLT. FASTEN TO CORRAL FRAME, BUILDING, BOLLARD, LINE POST, ETC. LOCATE AT 30" TO 60" ABOVE GRADE. D e t all 5 C8 Note: Walgreen's Standard Details are Provided for Contractor's Benefit. (Coord w/ Site Plan I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. Store Number 09918 0 00 PROJECT NAME WALGREENS STORE 164 East Main Street Rexburg, Idaho Store Number 09918 Walgreen's Standard Details CADD PLOT No to Scale DRAWING NO. 04 -135DT Cedar Fence Ele vatlon Not to Scale VOID PLOT: SUPERSEDES PLAN DATED: DRAWN BY: N.ANDERSON C19 DATE 17 JAN, 2006 REVIEWED BY: B.SHERRY OF DWGS. a PROJECT DATA YPE GENERAL SALES 0 FOOD MART ATION kEXISrG PHARMACY SECURITY ❑ ION G ❑ 1 HOUR PHOTO 24 HOUR STORE ❑ ❑ LIQUOR ❑ OT HER ❑ Note: Walgreen's Standard Details are Provided for Contractor's Benefit. (Coord w/ Site Plan I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. Store Number 09918 0 00 PROJECT NAME WALGREENS STORE 164 East Main Street Rexburg, Idaho Store Number 09918 Walgreen's Standard Details CADD PLOT No to Scale DRAWING NO. 04 -135DT Cedar Fence Ele vatlon Not to Scale VOID PLOT: SUPERSEDES PLAN DATED: DRAWN BY: N.ANDERSON C19 DATE 17 JAN, 2006 REVIEWED BY: B.SHERRY OF DWGS. a - IMMIUt-%I IVIN L IV I I r rmur- i - i I/ micwo o.00.-+ I r,rvi M ain Street CONNNECT VALVE INTO EXISTING CITY SYSTEM _ r-1 METER AND VAULT -� #2 1 1.32 1" DRIP IRRIGATION SCHEDULE SYMBOL MANUFACTURER /MODEL /DESCRIPTION RAIN BIRD XCZ- 100 -BFF QUANTITY ELECTRIC REMOTE CONTROL ZONE KIT RAIN BIRD ESP -4S ❑A HYBRID CONTROLLER, 4 STATIONS, WITH INDOOR CABINET. COORDINATE WITH GENERAL CONTRACTOR FOR THE INSTALLATION OF 3/4" CONDUIT FROM CONTROLLER ROOM THROUGH DECIDUOUS BUILDING FOUNDATION TO LANDSCAPE AREA. 30' RAIN BIRD RSD -BEX ® RAIN SENSOR, WITH BRACKET, EXTENSION 2 WIRE BF FEBCO 850 1" TREE REDUCED PRESSURE BACKFLOW PREVENTER -30' D CONCRETE 1 5 GAL. CONCERTE MINIMUM ❑M METER: AS SPECIFIED ON DRAWINGS. SHRUB CIVIL @ IRRIGATION LATERAL LINE: BLACK STRIPE TUBING 3 IRRIGATION MAINLINE: 1 112" PVC SCHEDULE 40 GPH DRIP: REFER TO DRIP EMITTER SCHEDULE, THIS SHEET. valve Callout - - -- valve Number # # - Valve GPM #" valve Size I RRIGATION NOTES PIPE SLEEVE: PVC CLASS 200 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. 1. IRRIGATION SYSTEM MATERIALS ARE OFTEN SHOWN OUTSIDE OF LANDSCAPE AREAS FOR CLARITY. ALWAYS PLACE IRRIGATION SYSTEM MATERIALS WITHIN LANDSCAPE AREAS. LOCATE VALVE BOXES NEXT TO CURBS, PAVED SURFACES, OR IN PLANTING BEDS WHERE POSSIBLE. DO NOT LOCATE VALVES OR VALVE BOXES IN THE BOTTOM OF DRAINAGE BASINS. 2. SUPPLY IRRIGATION CONTROLLER AS SPECIFIED AND LOCATE IRRIGATION CONTROLLER AS SHOWN ON PLANS AND DETAILS. COORDINATE LOCATION AND INSTALLATION OF CONTROLLER(S) WITH GENERAL CONTRACTOR. COORDINATE ELECTRICAL SUPPLY WITH ELECTRICAL OR GENERAL CONTRACTOR. 3. IRRIGATION SYSTEM DESIGN IS BASED ON 30 LBS. OF STATIC PRESSURE AT THE SOURCE. AT 50 G.P.M. CONTRACTOR TO VERIFY WORKING P.S.I. AT MAXIMUM OPERATING FLOW PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT OF ANY DEFICIENCIES PRIOR TO BEGINNING WORK. 4. SLEEVING SHALL BE PROVIDED UNDER ALL HARD SURFACES AND SHALL BE 4" CLASS 200 PVC FOR ALL PIPING UP TO 2. " ; AND 6" SLEEVES FOR ALL 3" AND LARGER PIPING. PROVIDE SEPARATE 2" SLEEVES UNDER ALL HARD SURFACES FOR IRRIGATION WIRING. 5. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES. 6. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES ABOVE AND BELOW GRADE PRIOR TO BEGINNING ANY WORK. UTILIZE THE LOCAL 'CALL BEFORE YOU DIG' UTILITY LOCATION SERVICES. 7. CONTRACTOR IS TO AD7UST EMITTER'S AS NECESSARY PRIOR TO SUBSTANTIAL COMPLETION, AND AGAIN AT FINAL COMPLETION. 8. COORDINATE THE INSTALLATION OF IRRIGATION SYSTEM WITH ALL OTHER TRADES. 9. CONTRACTOR TO COORDINATE IRRIGATION EQUIPMENT WITH LANDSCAPE MATERIALS TO AVOID CONFLICTS. LINE FLUSH CAP DRIP EMITTER SCHEDULE PLANT TYPE MATURE PLANT SIZE QUANTITY EMITTER SIZE LARGE DECIDUOUS TREE 30' -50' @ MATURITY 4 2 GPH SMALL DECIDUOUS TREE 15' -30' @ MATURITY 4 1 GPH LARGE DECIDUOUS SHRUB 6' -12' @ MATURITY 3 2 GPH SMALL DECIDUOUS SHRUB 3' -6 @ MATURITY 2 1 GPH LARGE EVERGREEN TREE 30 -55 @ MATURITY 4 2 GPH LARGE EVERGREEN SHRUB 6' -10 @ MATURITY 3 2 GPH SMALL & SPREADING EVERGREEN SHRUB 2' -6' @ MATURITY 2 1 GPH GROUND COVER VINES & OR SPREADING 1 1 GPH LINE FLUSH CAP -, i 0 20 40 60 7%mr 1 " =20' NORTH SHERRY PRATT VAN VOORHIs 621 WEST MALLON AVE. SUITE 306 SPOKANE, WASHINGTON 99201 {509} 8254511. FAX (509) 32S4SS7 WWW.SPVV.COM PhI1114019 Edison & Company 175 East 400 South, Suite 607 Solt Lake City, Utah 84111 801- 521 -6970 h o 0 Zzo p 4 •r C'iW��oa ZZ� ~ 2 4b W� o y y h a rho � O Q �m� N. 8 NOV, 2005 SH££T No. L- 101 04 -1801 O a U O W' O 00 1 80 feet L/'11VVOl.,MrC L IVL i I rvr rmur- I - I I /10 /LUVO OA /.0 -+HIVI PLANT SCHEDULE TREES BOTANICAL /COMMON CONT CAL SIZE ARC Acer rubrum Columnar / Columnar Maple B & B 2.5 "Cal FPP Fraxinus pennsylvanica `Patmore` / `Patmore` Ash B & B 2.5 "Cal PPW Pinus strobus 'Pendula' / Pendulous white Pine B & B 6' ht. SHRUBS BOTANICAL /COMMON CONT CAL SIZE CAK Calamagrostis acutifolia Karl Foerster / Foerster's Reed Grass 1 gal CTS Chamaecyparis thyoides Shiva` 5 gal 2' ht. EAC Euonymus alatus 'Compactus` / Compact Burning Bush 3 gal 2' ht. FVB Forsythia viridissima 'Bronxensis` / Dwarf Forsythia 5 gal 2' ht. PAH Pennisetum alopecuroides `Hameln` / Hamin Dwarf Fountain Grass 1 gal PNW Pinus strobus _Nana_ / Dwarf white Pine 5 gal 2' ht. RPR Rhododendron - PJM' / Rhododendron 5 gal 2' ht. GROUND COVERS BOTANICAL /COMMON CONT Arctostaphylos uva -ursi / Bearberry 1 gal@ 24" oc GENERAL PLANTING NOTES 1. THE INFORMATION ON THIS SHEET IS INCOMPLETE UNLESS ACCOMPANIED BY THE CORRESPONDING SPECIFICATION SECTION(S) DEVELOPED FOR THIS PROJECT. REFER TO THOSE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. VERIFY LOCATION OF ALL EXISTING AND PROPOSED UTILITIES EITHER ABOVE OR BELOW GRADE PRIOR TO BEGINNING ANY WORK. COORDINATE WITH IRRIGATION CONTRACTOR TO AVOID CONFLICTS BETWEEN IRRIGATION EQUIPMENT AND TREE /SHRUB PLACEMENT. 3. VERIFY THAT SUB GRADE PREPARATION HAS BEEN COMPLETED TO ACCEPTABLE TOLERANCES PRIOR TO BEGINNING ANY WORK. 4. ALL WORK COMPLETED SHALL BE GUARANTEED PER SPECIFICATIONS. 5. LANDSCAPED AREAS TO RECEIVE 6" IN ALL SHRUB PLANTING AREAS. 6. ALL LANDSCAPE AREAS SHALL BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM - SEE SHEET L -101. 7. COORDINATE WITH GENERAL CONTRACTOR FOR THE PROTECTION AND WATERING OF EXISTING PLANT MATERIAL UNTIL THE NEW IRRIGATION SYSTEM IS OPERABLE. 8. LAWN AREAS SHALL BE EDGED AS INDICATED IN DETAIL #1, SHEET L -501. 9. SHRUB PLANTING AREAS SHALL BE MULCHED WITH 3" OF APPROVED BARK MULCH UNLESS OTHERWISE NOTED. GROUND COVER AREAS SHALL BE DRESSED WITH 1" - 2" OF APPROVED BARK MULCH UNLESS OTHERWISE NOTED. FINISHED GRADE OF MULCH SHALL NOT BE ABOVE OR MORE THAN 1" BELOW ADJOINING SURFACES. 10. ALL NATIVE GRASS AREAS SHALL BE SEEDED AS PER SPECIFICATIONS. 11. ALL PLANTS ARE SHOWN AT 3 MATURITY. CONTRACTOR SHALL POSITION PLANTS TO ALLOW FOR MATURE GROWTH. 12. PLANT SYMBOLS SHALL DICTATE COUNT. TYPICAL PLANTING LEGEND TYPICAL DECIDUOUS TREE PLANTING a ♦ s TYPICAL EVERGREEN TREE PLANTING 00 TYPICAL SHRUB PLANTING .. SHERRY PRATT VAN VOORHIS LANDSCAPE ARCHITECTS 621 WEST MALLON AVE. SUITE 306 SPOKANE, WASHINGTON 99201 1509) 3254D 1- FAX (509) 3254557 WWW.SPVV.COM PhIffilps Edison 0 ti v w 4 4 y ti h O rz 4�1 a l 0 20 40 60 80 feet & Company 8 NO V, 2005 175 East 400 South, Suite 607 SHEET NO. Salt Lake City, Utah 84111 0 1--l " NORTH 1" = 20' 801- 521 -6970 / 04 -1801 S a S PNW -1 FVB -8 PNW-1 AUU -176 EAC -7 ARC -1 PNW -1 AUu-17 PAH -10 BIKE RACK, CAK -6 SEE DETAIL #5, AND SPECICICATIONS FOR FURTHER DETAILS. — — SEE CIVIL SITE PLAN FOR QUANTITIES AND SPECIFIC LOCATIONS. 10 -PA 6-CAK tc T� 2 -RPR RPR -2 10 -RPR 2 -EAC EAC 1 -PNW 1 -FPP 3 -EAC .. S t S e e t 18 RPR -7 EAC-5 FVB -8 6 -RPR i AUE1 -1 2 PNW -1 8 -PAH Auu -13 EAC -3 N ow" URBAN ACCESSORIES OT 24, 5' SQUARE TREE GRATE, WITH FRAME,SEE SPECIFICATIONS FOR FURTHER DETAILS. SEE CIVIL SITE PLAN FOR QUANTITIES AND SPECIFIC LOCATIONS, TYP. Au -6 AUU - O____ EAC -3 RPR -6 EAC -2 AUU -0 Auu -12 8 -PAH I 7 -FVB 50 -Auu TRASH RECEPTACLES: 'TIMBERFORM' MODEL 2667 -AT. COLOR BY OWNER, SEE CIVIL SITE PLAN FOR QUANTITIES AND SPECIFIC LOCATIONS, TYP. ARC -3 RPR -7 PNW -1 PAH -2 7 ❑ ❑ 5 -EAC 2 -RPR 1 -PNW 6-RPR 40 AUU 3 -FVB BENCHES: 7 -FVB 3 -EAC 'TIMBERFORM' MODEL 2663 2 -RPR 'CRAFTSMAN' SERIES WITH METAL SLATS, SEE CIVIL SITE 5 -EAC PLAN FOR QUANTITIES AND SPECIFIC LOCATIONS, TYP. 1 -PNW 6 - RPR 7-CAK 10 -PAH 9 -PAH 7 -CAK 6 - RPR 1 -PNW 4 -EAC BENCHES: 'TIMBERFORM' MODEL 2663 'CRAFTSMAN' SERIES WITH METAL SLATS, SEE CIVIL SITE PLAN FOR QUANTITIES AND SPECIFIC LOCATIONS, TYP. 1 -PNW 5 -FVB 3 -PAH 4 -EAC CAK -8 �J EAC -3 PNw -3 n \ SEAT WALL/ SIGN Y CAK -8 _ S PAH -2 BIKE RACK, SEE DETAIL #5, AND SPECIFICATIONS FOR FURTHER DETAILS. 1 SEE CIVIL SITE PLAN FOR QUANTITIES AND SPECIFIC LOCATIONS. FVB -6 S W PAH-8 j Op k Lk 1 � TREE GRATE, WITH b FRAME, SEE SPECIFICATIONS FOR FURTHER DETAILS, FVB -6 TRASH RECEPTACLES: 1 _ I I 'TIMBERFORM' DEL 2667 -AT. COLBY O J z, L W � b QUANTITIES', * 11d SPECIFIC LO ONS J J TYP. AUU -2 7 � ARC-3 I RPR -4 PAH -9 CAK -9 PAH-2 RPR -3 4 C7 0 0 Q 4 � N � h 2 m J Wc.3 0 ti v w 4 4 y ti h O rz 4�1 a l 0 20 40 60 80 feet & Company 8 NO V, 2005 175 East 400 South, Suite 607 SHEET NO. Salt Lake City, Utah 84111 0 1--l " NORTH 1" = 20' 801- 521 -6970 / 04 -1801 S a S PNW -1 FVB -8 PNW-1 AUU -176 EAC -7 ARC -1 PNW -1 AUu-17 PAH -10 BIKE RACK, CAK -6 SEE DETAIL #5, AND SPECICICATIONS FOR FURTHER DETAILS. — — SEE CIVIL SITE PLAN FOR QUANTITIES AND SPECIFIC LOCATIONS. 10 -PA 6-CAK tc T� 2 -RPR RPR -2 10 -RPR 2 -EAC EAC 1 -PNW 1 -FPP 3 -EAC .. S t S e e t 18 RPR -7 EAC-5 FVB -8 6 -RPR i AUE1 -1 2 PNW -1 8 -PAH Auu -13 EAC -3 N ow" URBAN ACCESSORIES OT 24, 5' SQUARE TREE GRATE, WITH FRAME,SEE SPECIFICATIONS FOR FURTHER DETAILS. SEE CIVIL SITE PLAN FOR QUANTITIES AND SPECIFIC LOCATIONS, TYP. Au -6 AUU - O____ EAC -3 RPR -6 EAC -2 AUU -0 Auu -12 8 -PAH I 7 -FVB 50 -Auu TRASH RECEPTACLES: 'TIMBERFORM' MODEL 2667 -AT. COLOR BY OWNER, SEE CIVIL SITE PLAN FOR QUANTITIES AND SPECIFIC LOCATIONS, TYP. ARC -3 RPR -7 PNW -1 PAH -2 7 ❑ ❑ 5 -EAC 2 -RPR 1 -PNW 6-RPR 40 AUU 3 -FVB BENCHES: 7 -FVB 3 -EAC 'TIMBERFORM' MODEL 2663 2 -RPR 'CRAFTSMAN' SERIES WITH METAL SLATS, SEE CIVIL SITE 5 -EAC PLAN FOR QUANTITIES AND SPECIFIC LOCATIONS, TYP. 1 -PNW 6 - RPR 7-CAK 10 -PAH 9 -PAH 7 -CAK 6 - RPR 1 -PNW 4 -EAC BENCHES: 'TIMBERFORM' MODEL 2663 'CRAFTSMAN' SERIES WITH METAL SLATS, SEE CIVIL SITE PLAN FOR QUANTITIES AND SPECIFIC LOCATIONS, TYP. 1 -PNW 5 -FVB 3 -PAH 4 -EAC CAK -8 �J EAC -3 PNw -3 n \ SEAT WALL/ SIGN Y CAK -8 _ S PAH -2 BIKE RACK, SEE DETAIL #5, AND SPECIFICATIONS FOR FURTHER DETAILS. SEE CIVIL SITE PLAN FOR QUANTITIES AND SPECIFIC LOCATIONS. FVB -6 S S PAH-8 PAH -8 URBAN ACCESSORIES OT 24, 5' SQUARE / TREE GRATE, WITH FRAME, SEE SPECIFICATIONS FOR FURTHER DETAILS, FVB -6 TRASH RECEPTACLES: 1 _ I J 'TIMBERFORM' DEL 2667 -AT. COLBY OWNER, SEE CIVIL SITE PLAN FOR QUANTITIES', * 11d SPECIFIC LO ONS J J TYP. AUU -2 7 ARC-3 I RPR -4 PAH -9 CAK -9 PAH-2 RPR -3 - LHI MI L JV I 1 1 YUF I I - III IU14000 0.0/.44 i11V1 In PEEL BACK 1/3 F BURLAP & REMOVE EXCESS +12 LIGHTLY COMPACTED 12" SOIL_ MIX, WATER THOROUGHLY 2 TIMES THE SIZE OF ROOTBALL NOTES: 1, FERTILIZE W/ GRANULAR FERTILIZER PRIOR TO INSTALLATION OF MULCH. 2. CUT WIRE BASKET VERTICALLY FROM TOP TO BOTTOM A MINIMUM OF 3 PLACES. 3. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 4. PRIOR TO PLACEMENT REMOVE ALL NON- ORGANIC WRAPPING AND BINDING MATERIAL, SDVV DECIDUOUS TREE PLANTING NTS —"-'� TYPICAL LOCATIONS FOR CONCRETE THRUST BLOCK NOTES: 1. INSTALL THRUST BLOCKS AT ALL CHANGES IN DIRECTION ON MAINLINE ONLY, 2. ALL CONCRETE TO BE RATED AT 3000 PSI AT 28 DAYS. 3. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 4. MINIMUM OF 5 GAL. VOLUME OF CONCRETE PER THRUST BLOCK. 5. AREA TO RECEIVE THRUST BLOCK SHALL BE WRAPPED WITH APPROVED FILTER FABRIC PRIOR TO PLACEMENT OF CONCRETE. CONCRETE THRUST BLOCK NTS TREE CHAIN 1" 3 PER TREE A 3 " MIN. OF APPROVED , w MULCH THROUGHOUT BED LU W/ ONLY 1 1/2 " -2" ABOVE ROOT BALL. 1 - 0 H 3" 2" X 4" X 24" PRESSURE TREATED STAKES L U PLACED 2" BELOW } w FINISHED GRADE 3 PER TREE Q > - 1 12" _ PEEL BACK TOP 1/3 OF BURLAP 2 TIMES THE SIZE OF ROOTBALL LIGHTLY COMPACTED SOIL MIX WATER THOROUGHLY NOTES: 1. CREATE EARTHEN SAUCER WITH TOPSOIL MIX AROUND EACH PLANT. 2. FERTILIZE WITH GRANULAR FERTILIZER PRIOR TO INSTALLATION OF MULCH 3. REMOVE WIRE BASKET AND ALL OTHER NON - ORGANIC WRAPPING ENTIRELY PRIOR TO PLACEMENT. 5➢VV EVERGREEN TREE PLANTING NTS LAWN /MULCH TOPSOIL IRRIGATION VAULT FINISHED GRADE 1" QUICK COUPLER ASSEMBLY. z H N 0 LATERAL LINE MAINLINE CONTROL. WIRE TAPED AT 5' INTERVALS, BUT NOT TAPED TO MAINLINE SAND BEDDING MATERIAL THROUGH OUT. MIN. 2" SAND BETWEEN ALL PIPES. 2" MIN. NATIVE I BACK FILL IRRIGATION TRENCH NTS U TOP OF MULCH 1 ._. 1" TREE CHAIN O STAPLE TO 1 TREE STAKES v - TREE WRAP, WRAP ..+ TO FIRST LIMB PRESSURE TREATED H STAKES 3 PER TREE O 2 4 COMPRESSION FLUSH CAP: RAIN BIRD TS -025 3" MULCH CREATE EARTHEN O 3 SAUCER In PEEL BACK 1/3 F BURLAP & REMOVE EXCESS +12 LIGHTLY COMPACTED 12" SOIL_ MIX, WATER THOROUGHLY 2 TIMES THE SIZE OF ROOTBALL NOTES: 1, FERTILIZE W/ GRANULAR FERTILIZER PRIOR TO INSTALLATION OF MULCH. 2. CUT WIRE BASKET VERTICALLY FROM TOP TO BOTTOM A MINIMUM OF 3 PLACES. 3. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 4. PRIOR TO PLACEMENT REMOVE ALL NON- ORGANIC WRAPPING AND BINDING MATERIAL, SDVV DECIDUOUS TREE PLANTING NTS —"-'� TYPICAL LOCATIONS FOR CONCRETE THRUST BLOCK NOTES: 1. INSTALL THRUST BLOCKS AT ALL CHANGES IN DIRECTION ON MAINLINE ONLY, 2. ALL CONCRETE TO BE RATED AT 3000 PSI AT 28 DAYS. 3. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 4. MINIMUM OF 5 GAL. VOLUME OF CONCRETE PER THRUST BLOCK. 5. AREA TO RECEIVE THRUST BLOCK SHALL BE WRAPPED WITH APPROVED FILTER FABRIC PRIOR TO PLACEMENT OF CONCRETE. CONCRETE THRUST BLOCK NTS TREE CHAIN 1" 3 PER TREE A 3 " MIN. OF APPROVED , w MULCH THROUGHOUT BED LU W/ ONLY 1 1/2 " -2" ABOVE ROOT BALL. 1 - 0 H 3" 2" X 4" X 24" PRESSURE TREATED STAKES L U PLACED 2" BELOW } w FINISHED GRADE 3 PER TREE Q > - 1 12" _ PEEL BACK TOP 1/3 OF BURLAP 2 TIMES THE SIZE OF ROOTBALL LIGHTLY COMPACTED SOIL MIX WATER THOROUGHLY NOTES: 1. CREATE EARTHEN SAUCER WITH TOPSOIL MIX AROUND EACH PLANT. 2. FERTILIZE WITH GRANULAR FERTILIZER PRIOR TO INSTALLATION OF MULCH 3. REMOVE WIRE BASKET AND ALL OTHER NON - ORGANIC WRAPPING ENTIRELY PRIOR TO PLACEMENT. 5➢VV EVERGREEN TREE PLANTING NTS LAWN /MULCH TOPSOIL IRRIGATION VAULT FINISHED GRADE 1" QUICK COUPLER ASSEMBLY. z H N 0 LATERAL LINE MAINLINE CONTROL. WIRE TAPED AT 5' INTERVALS, BUT NOT TAPED TO MAINLINE SAND BEDDING MATERIAL THROUGH OUT. MIN. 2" SAND BETWEEN ALL PIPES. 2" MIN. NATIVE I BACK FILL IRRIGATION TRENCH NTS NOTE: 1. USE RAIN BIRD BUG GUN MODEL EMA -BG TO INSERT EMITTER DIRECTLY INTO XERI -TUBE OR RAIN TUBE TUBING. PVC SCH 40 MALE ADAPTER EMITTER INTO XERI -T UBE NTS SEATWALL SECTION NTS NTS NTS SHRUB PLANTING BACK FLOW PREVENTER GALV, UNION 30' GALVANIZED PIPE TO ME ER IRR. MAIN► 1" MANUAL DRAIN VALVE AS PER SPECIFICATION GAL. TEES, ELBOWS, 2" MIN. NIPPLES AS REQUIRED goo ° o� 1 o FILTER FABRIC 8 " 0 88 12 ,°°° 0 3/4" 3/4" MINUS DRAIN GRAVEL IN SUMP NOTES: 1. VALVE BOXES SHALL BE INSTALLED TO PROVIDE THE MIN. CLEARANCES AS SHOWN SUBMIT CUT SHEETS FOR APPROVAL, 2. PROVIDE ALL FITTINGS AND PIPING AS REQUIRED FOR PROPER INSTALLATION. DOUBLE CHECK SEATWA PLAN VIEW EVERGREEN OR DECIDUOUS GROUND COVER BARK MULCH 2 � FERTILIZE AS PER SPECIFICATIONS LIGHTLY COMPACTED SEE SOIL MIX, WATER LIGHTLY ~ SPACING THOROUGHLY COMPACTED SUBSOIL NOTES: 1. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 2. FERTILIZE W/ ORGANIC FERTILIZER PRIOR TO PLACING MULCH MATERIAL. 3. EDGING SHALL BE INSTALLED TO CREATE SMOOTH TRANSITIONS BETWEEN GRADE CHANGES. 4. PRIOR TO PLACEMENT REMOVE ALL NON ORGANIC WRAPPING AND BINDING MATERIALS. .,PVV GR OUNDCOVER PLANTING w NTS O PVC SCH 80 NIPPLE (CLOSE) O VALVE BOX WITH COVER: 24 -INCH SIZE O ID TAG O WATER PROOF CONNECTION (1 OF 2) O5 30 -INCH LINEAR LENGTH OF WIRE, COILED 6 FINISH GRADE 7 TOP OF MULCH O PVC SCH 40 COUPLING O 9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 PVC SCH 40 ELL 11 PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 12 PVC SCH 40 TEE OR ELL 13 BRICK (1 OF 4) 14 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 15 PVC MAINLINE 16 CONTROL ZONE KIT: RAIN BIRD MODEL XCZ -LF- 100 -BF & MODEL XCZ - 100 -BFF 17 PVC SCH 80 UNION FOR SERVICING ASSEMBLY 18 PVC SCH 40 MALE ADAPTER R23' SIGN TAPERS AT TOP FROM OO BACK TO FRONT 15 DEGREES. SEE SECTION. 14' -5" 1:20 ci or KexDurg Monument Sign' 1' -4'I 10' F 16' -0" NTS 1 1- 7 11 t 1' -Sol 1 -'6" 6" CRUSHED GRAVEL SHERRY PRATT VAN VOORHIS LANDSCAPE ARCHITECTS 621 WEST MALLON AYE. SUITE 306 SPOKANE, WASHINGTON 99201 (SM325451 I -FAX (509) 32S.0S57 WWW.SPVV.COM Plyfilips Edison Company 175 East 400 South, Suite 607 Salt Lake City, Utah 84111 801 - 521 -6970 U TOP OF MULCH 1 O TIE -DOWN STAKE: RAIN BIRD O BUG CAP: DI RAIN E BIRD 1 2 3 DBC -025 PE PIPE: RAIN BIRD 2O 1/4 -INCH TUBING STAKE: O 2 4 COMPRESSION FLUSH CAP: RAIN BIRD TS -025 RAIN BIRD CF -21 O 3 1/4 -INCH VINYL DISTRIBUTION O ,,,. •, —,-, TUBING: RAIN BIRD DT -025 FITTING: RAIN BIRD 8 TOP OF MULCH P ' '•i o x ,•• i, k, (LENGTH AS REQUIRED) O5 SINGLE- OUTLET EMITTER: ;. �• •;;: ::�,;:.,•: RAIN BIRD ' °� f . ,• '• V XERI -BUG EMITTERS XB -20 , •. BUG GUN MODEL ,..•• INSERT EMITTER DIRECTLY INTO XERI -TUBE AND % '' �' �' © PE PIPE: RAIN BIRD 't • •� '.f• 0 XERI -TUBE XT- 050 -200 O 7 FINISH GRADE NOTE: 1. USE RAIN BIRD BUG GUN MODEL EMA -BG TO INSERT EMITTER DIRECTLY INTO XERI -TUBE OR RAIN TUBE TUBING. PVC SCH 40 MALE ADAPTER EMITTER INTO XERI -T UBE NTS SEATWALL SECTION NTS NTS NTS SHRUB PLANTING BACK FLOW PREVENTER GALV, UNION 30' GALVANIZED PIPE TO ME ER IRR. MAIN► 1" MANUAL DRAIN VALVE AS PER SPECIFICATION GAL. TEES, ELBOWS, 2" MIN. NIPPLES AS REQUIRED goo ° o� 1 o FILTER FABRIC 8 " 0 88 12 ,°°° 0 3/4" 3/4" MINUS DRAIN GRAVEL IN SUMP NOTES: 1. VALVE BOXES SHALL BE INSTALLED TO PROVIDE THE MIN. CLEARANCES AS SHOWN SUBMIT CUT SHEETS FOR APPROVAL, 2. PROVIDE ALL FITTINGS AND PIPING AS REQUIRED FOR PROPER INSTALLATION. DOUBLE CHECK SEATWA PLAN VIEW EVERGREEN OR DECIDUOUS GROUND COVER BARK MULCH 2 � FERTILIZE AS PER SPECIFICATIONS LIGHTLY COMPACTED SEE SOIL MIX, WATER LIGHTLY ~ SPACING THOROUGHLY COMPACTED SUBSOIL NOTES: 1. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 2. FERTILIZE W/ ORGANIC FERTILIZER PRIOR TO PLACING MULCH MATERIAL. 3. EDGING SHALL BE INSTALLED TO CREATE SMOOTH TRANSITIONS BETWEEN GRADE CHANGES. 4. PRIOR TO PLACEMENT REMOVE ALL NON ORGANIC WRAPPING AND BINDING MATERIALS. .,PVV GR OUNDCOVER PLANTING w NTS O PVC SCH 80 NIPPLE (CLOSE) O VALVE BOX WITH COVER: 24 -INCH SIZE O ID TAG O WATER PROOF CONNECTION (1 OF 2) O5 30 -INCH LINEAR LENGTH OF WIRE, COILED 6 FINISH GRADE 7 TOP OF MULCH O PVC SCH 40 COUPLING O 9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 PVC SCH 40 ELL 11 PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 12 PVC SCH 40 TEE OR ELL 13 BRICK (1 OF 4) 14 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 15 PVC MAINLINE 16 CONTROL ZONE KIT: RAIN BIRD MODEL XCZ -LF- 100 -BF & MODEL XCZ - 100 -BFF 17 PVC SCH 80 UNION FOR SERVICING ASSEMBLY 18 PVC SCH 40 MALE ADAPTER R23' SIGN TAPERS AT TOP FROM OO BACK TO FRONT 15 DEGREES. SEE SECTION. 14' -5" 1:20 ci or KexDurg Monument Sign' 1' -4'I 10' F 16' -0" NTS 1 1- 7 11 t 1' -Sol 1 -'6" 6" CRUSHED GRAVEL SHERRY PRATT VAN VOORHIS LANDSCAPE ARCHITECTS 621 WEST MALLON AYE. SUITE 306 SPOKANE, WASHINGTON 99201 (SM325451 I -FAX (509) 32S.0S57 WWW.SPVV.COM Plyfilips Edison Company 175 East 400 South, Suite 607 Salt Lake City, Utah 84111 801 - 521 -6970 0 ti V W O 4 y IM O m h O C Z N � Q � •o %4 .0 8 NO V, 2005 SHEET NO. L �0 04 -1801 EVERGREEN OR DECIDUOUS SHRUB OR \\ -•'�'` � GROUNDCOVER 3" MIN. OF APPROVED MULCH THROUGHOUT BED, 1 " -2" OVER ROOTBALL & IN SHRUB / GROUNDCOVER AREA. KEEP MULCH 3" FROM SHRUB / GROUNDCOVER TRUNK(S). UNDISTURBED SUBGRADE - SCARIFY EDGES PRIOR TO PLACING TOPSOIL LIGHTLY COMPACTED TOPSOIL MIX, WATER THOROUGHLY NOTES: 1. CREATE EARTHEN SAUCER WITH TOPSOIL MIX AROUND ALL PLANTS. 2. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 3. FERTILIZE W/ GRANULAR FERTILIZER PRIOR TO PLACING MULCH MATERIAL. 4. PRIOR TO PLACEMENT REMOVE ALL NON- ORGANIC WRAPPING AND BINDING MATERIALS. aovv NTS • • ./ r • mill mill Mill • • mill ■1 IN - .. . �i• ""s 0 We NOTES: 1. CONCRETE WALL -3000 PSI @ 28 DAYS. XERIGATION CONTROL ZONE KIT NTS SCHEDULE 40 STEEL APPROX PIPE SIZED AS 9 1/2 DEFINED BY MODEL # CHOSEN f � FLANGED SURFACE MOUNT ASSEMBLY 3 BROOM / CONCRETE NISH 16' L4 3 '. ;.•�'.;. 5/8" CRUSHED f4" ROCK COMPACTED SUBGRADE NOTES: 1. INSTALL OWNER SUPPLIED BIKE RACK, COORDINATE L.00ATTON OF CONCRETE FOOTINGS AS PER MANUFACTURER'S INSTALLATION. 2. DO NOT LOCATE ANCHOR BOLTS UNTIL BIKE RAKE IS IN PLACE. 3. CONCRETE SHALL BE, 3000 PSI @ 28 DAYS. PROVIDE BROOM FINISH ON EXPOSED SURFACES. c uvv ••'• •,j,•• •� 1. ♦ NGLE - OUTLET EMITTER: RAIN BIRDI XERI -BUG EMITTER XB -20 U TOP OF MULCH 1 O TIE -DOWN STAKE: RAIN BIRD 6 TDS -050 O PE PIPE: RAIN BIRD XERI -TUBE XT- 050 -200 O 2 O COMPRESSION FLUSH CAP: RAIN BIRD CF -21 O c ti FITTING: RAIN BIRD 8 CF -12 OR CF -13 P O PVC o .4 � (LENGTH AS REQUIRED) AND PVC FITTING O g \ h 3 V o 1. USE RAIN BIRD BUG GUN MODEL EMA -BG TO INSERT EMITTER DIRECTLY INTO XERI -TUBE AND RAIN TUBE. ri C7 0 O Q � 0 .0 N � h Q O —4 0 ti V W O 4 y IM O m h O C Z N � Q � •o %4 .0 8 NO V, 2005 SHEET NO. L �0 04 -1801 EVERGREEN OR DECIDUOUS SHRUB OR \\ -•'�'` � GROUNDCOVER 3" MIN. OF APPROVED MULCH THROUGHOUT BED, 1 " -2" OVER ROOTBALL & IN SHRUB / GROUNDCOVER AREA. KEEP MULCH 3" FROM SHRUB / GROUNDCOVER TRUNK(S). UNDISTURBED SUBGRADE - SCARIFY EDGES PRIOR TO PLACING TOPSOIL LIGHTLY COMPACTED TOPSOIL MIX, WATER THOROUGHLY NOTES: 1. CREATE EARTHEN SAUCER WITH TOPSOIL MIX AROUND ALL PLANTS. 2. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 3. FERTILIZE W/ GRANULAR FERTILIZER PRIOR TO PLACING MULCH MATERIAL. 4. PRIOR TO PLACEMENT REMOVE ALL NON- ORGANIC WRAPPING AND BINDING MATERIALS. aovv NTS • • ./ r • mill mill Mill • • mill ■1 IN - .. . �i• ""s 0 We NOTES: 1. CONCRETE WALL -3000 PSI @ 28 DAYS. XERIGATION CONTROL ZONE KIT NTS SCHEDULE 40 STEEL APPROX PIPE SIZED AS 9 1/2 DEFINED BY MODEL # CHOSEN f � FLANGED SURFACE MOUNT ASSEMBLY 3 BROOM / CONCRETE NISH 16' L4 3 '. ;.•�'.;. 5/8" CRUSHED f4" ROCK COMPACTED SUBGRADE NOTES: 1. INSTALL OWNER SUPPLIED BIKE RACK, COORDINATE L.00ATTON OF CONCRETE FOOTINGS AS PER MANUFACTURER'S INSTALLATION. 2. DO NOT LOCATE ANCHOR BOLTS UNTIL BIKE RAKE IS IN PLACE. 3. CONCRETE SHALL BE, 3000 PSI @ 28 DAYS. PROVIDE BROOM FINISH ON EXPOSED SURFACES. c uvv ••'• •,j,•• •� 1. ♦ NGLE - OUTLET EMITTER: RAIN BIRDI XERI -BUG EMITTER XB -20 PVC TO PE PIPE CONNECTION NTS 14 SIGN ELEVATION U TOP OF MULCH O TIE -DOWN STAKE: RAIN BIRD 6 TDS -050 O PE PIPE: RAIN BIRD XERI -TUBE XT- 050 -200 O 2 O COMPRESSION FLUSH CAP: RAIN BIRD CF -21 O COMPRESSION X 1/2 -INCH FPT FITTING: RAIN BIRD 8 CF -12 OR CF -13 O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) AND PVC FITTING O g LATERAL PIPE NOTE: 1. USE RAIN BIRD BUG GUN MODEL EMA -BG TO INSERT EMITTER DIRECTLY INTO XERI -TUBE AND RAIN TUBE. PVC SCH 40 MALE ADAPTER PVC TO PE PIPE CONNECTION NTS 14 SIGN ELEVATION 114' -0" 42'-0" 36'- 0" 36'-0" 1' -4" 7" 5" 5" 5" 5" 5" 1' -4" 43' -1" 9' -0" 5' -0" 15' -2" 16' -7" ' -10" 15' -0" 21' -0" ; 5'- " a A ® CR 1 SPEE SHE 18 a 4'X16 "D IN WK -``' SPRINKL 8' # twNDOw i DRIVE THRU 9 S YSTE M •'' - ^m : ------ - - - - -- ELECTRICAL - 'X25 "RXWC w c� = N v EN o WFI ON SHELF EQUIPMENT t O I i C 3N ®7' -11" AFF ROOM r. 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I ® I u CR I o f I ? I, m 3 O I 1 M a I In a ih M l a ® O I PY 0 T) i p N I 3 W I M 7 �> a _ _ d Q Y v _j m J - 2 4 2 xy E3 a SI N ' a I m 00 a OU x R1 83 q 6 a " C. a ' I to o o COSMETICS NI Y� -c3- - - - N - ) - - - -N " _ I u o al W Y m Q I #,o.� OI 3 t•' 4' -0" 4' -0' �,. .:.. he Oc A c0 ( #38 rn Co F - --- -+ c0 J t0 04 V) - -- -- --- -- - - - -- O = --- (n L- (O to a 170 I Q ! C' O J ... ♦.,..I. .. SEE ARCHITECTURAL DRAWIN NI °° a N 04 (0 I to N I N GP; FOR EXACT LOCATION & I ) & ° t (0 ;o N _.. ... o ca :'.'.'........... ,.... POSITIONING OF COMPACTORS & _� r 22x ® L a N N 1 COMPACTOR /TOTE ENCLOSU I W CAB SH o 0 1847 N N 24' -�' ............:.'.' G P . . a �? i C O N N i ............................. �''� _ o in O 1 I' w CARPET TILE'.•.'.'.•.'.'.•::.......... (' t� o l #38 _J L #38 -J �^ 2 2 Q.::::.::::': ® _ I N �� d voice .... M = w u+ o #3$ a..... . . ' .......... :.:. • o C _ i 0) c� C I, 4. x o� y 05 30 W /TOP L ...................... a `"O a F 1 8134 CR 8 s CR o ...:::.:.::................. w N N !/ .. ........... 0 (0 N '�F ` 3 A ( .... Nt�l N A = N ` a��`r��• ��, >z DT3048 DT3048 DT3048 DT3048 W In o +� 6 , y �, N I NNI u FlI. _..A EQUIP MEN e3 SX' � O 030 = C - _ PAP PROCESSOR `�� 04_ Yj M 7836 CR !` y� O-O/95 PROCESSOR !q. � tD 1 1 Oci SOFFIT ®7' -6 "AFF w ;,� ..... • �• �j N N� to NI wm (2) . I e Z NO S \�' #5 (SOFFIT MOUNTED) t, I FE do _ . .. .'.'.... s c3_ Ae #s # ;,, PANEL ...'...'...... . cn° Q� - --------------- - - - - - - - -- I HO wst ws1� 488 WS18 684 / BLA K PEG BACKS T AUTOMATIC SLIDING L_ DOORS E BULKHEAD 0 7'- O'A.F.F. ULKHEA 9' -2" 18' -2" 13' -0" 15' -0" -0" 15' -0" -0" 15' -0" -0" 4' -0" 1' -0" 12' -9" 1 '- 4" 7" 2 LANE DRIVE -THRU SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF CANOPY & ISLAND FOR PNEUMATIC TUBE U i z:j FOR REFERENCE ONLY: SEE CONTRACT DOCUMENTS FOR DETAILED SITE PLAN INTERIOR HANGING SIGNS GENERAL SALES AREA: ALL SIGNS AND AISLE MARKERS @ 10' -•6" TO BOTTOM OF SIGN UNLESS OTHERWISE NOTED SIGN "L" LIQUOR /THANK YOU FACILITIES PLANNING, DESIGN, & ENGINEERING SIGN "T" STORE HOURS SIGN 106 W I LM OT ROAD SIGN "GC" GREETING CARD SIGN DEERFIELD, IL 60015 -5105 SIGN "D" DOWNTOWN CHECKOUT LANE # SIGN "CA" CALIFORNIA ACCESSIBILITY SIGN (9'-6" TO PROJECT DATA BOTTOM OF SIGN) TYPE GENERAL SALES E FOOD MART PHARMACY DEPARTMENT: NEW LOCATION N PHARMACY 0 SECURITY ❑ REFER TO FIXTURE PLAN FOR REQUIRED SIGNS _ SIGN "J" PICK UP PRESCRIPTIONS NEW LOCATION ❑ 1 HOUR PHOTO 0 24 HOUR STORE ❑ SIGN "K" DROP OFF PRESCRIPTIONS EXISTG BLDG _ SIGN "Q" CONSULTATION WINDOW REMODEL ❑ LIQUOR ❑ 1 OTHER E] SIGN " TX" T. A. S. SIGN "ADAV DIRECTIONAL ADA SIGN SQUARE FOOT AREA SUMMARY SIGN "ADA2" SYMBOL OF ACCESSIBILITY L A TOT DEPARTMENT SALES STOCK SERVICE TOTAL TOTAL O T T ATTACH SIGNS TO UNDERSIDE OF CASED OPENINGS. _ REFER TO FIXTURE PLAN FOR SIGN LOCATION. GEN NEW 9432 1772 1354 PROVIDE (2) HOLLOW WALL ANCHORS PER SIGN. SALES SCREW THREADED EYEBOLT INTO ANCHOR. HANG EXISTG SIGNS FROM EYEBOLTS WITH "S" HOOKS. FOOD NEW 900 9C0 MOUNT AND CENTER SIGN 2" BELOW COUNTER TOP MART EXISTG GENERAL NOTES NEW 723 728 RX EXISTG GENERAL SALES AREA: - - -- 1. PLEASE PROVIDE PROPER A.D.A. CLEARANCES RX NEW 204 20 - ON BOTH SIDES OF ALL DOORS WAIT,G EXISTG - 2. MIRROR ON REAR WALL 3. COSMETIC CORNICE NEW 435 4: 4. SALES AREA CORNICE (FIXTURE MOUNTED) 1 HOUR 5. PHOTO CORNICE (FIXTURE MTD UNLESS NOTED) PHOTO EXISTG 6. CARPET TILES & DESIGN LINKS FURNISHED AND -- INSTALLED BY WALGREENS (WHEN SHOWN) NEW 7. MASTER -BILT REACH -IN REFRIGERATION: LIQUOR -- (PROVIDE 2" AIR SPACE BETWEEN COOLERS EXIST'G y AND FREEZERS) NEW OPEN FRONT, MEDIUM TEMP. COOLERS BSMT - -- (ADD 2" AT EACH END, FOR END PANELS) EXISTG A. _ MD-06: 6' -0 "W X 42 7/8 "D NEW -- B. _ MD-08: 8' -0"W X 42 7 /8 "D 2ND MODEL BEL- ENDLESS REACH -IN FREEZERS FLOOR EXISTG (ADD 2" AT EACH END, FOR END PANELS) C. _ BEL-5- 24:10'-1 3/8"W X 38 3/4 "D TOTAL NEW 11,694 1772 1354 14,81 D. _ TAF -48HD: 52"W X 35 3 /4 "D - -- E. _ SMB -680 WINE COOLER 70"W X 32 "D X 76.5 "H TOTAL EXST'G 8. MASTER BILT WALK - IN COOLER PROVIDE _ #1OOOR COOLMASTER DOORS TOTAL AREA: FIRST FLOOR 14,820 SQ+ i 26 3/4" X 73" EACH AND TOTAL AREA: OTHER LEVELS 0 SQ.FT. 6 #100FR FREEZEMASTER DOORS _�... 26 318"X 73" EACH BY ANTHONY GROSS AREA INCLUDING ALL A. _ DOOR(S): FOR EACH DOOR PROVIDE (7)_'D BEV- O-FLOW GRAVITY DEPARTMENTS &ALL LEVELS: 14,820 SCy, "I . SHELVES; UPPER (5) WITH SLIDES AND LOWER (2) WITH ROLLERS RX SHELVING LINEAL FEET: 92 LC.F . COMPLETE WITH UPRIGHTS B. _ DOOR(S): FOR EACH DOOR PROVIDE 36 "D B-O-F NYLA -LITE SHELVING SYSTEM C. _ DOOR(S): _'D ROLLER CONVEYOR _ AT FLOOR LEVEL D. 6 DOOR(Sy FOR EACH DOOR PROVIDE - - - - -- 27"D ANTHONY SHELVES E. _ DOOR(S): FOR EACH DOOR PROVIDE (2) 27 "D ANTHONY SHELVES AND (4) 36 "D MERCHANDISER SHELVES F. _ DOOR(Sy _'D DOUBLE DECK ROLLER CONVEYOR 9. ICE CHEST BY VENDOR 10. CART RAILS W/ DISPLAY SHELF & SLAT WALL ABOVE 11. PROVIDE A 6 "H BLACK VINYL BASE AT ALL CHECKOUTS _ 12. ELECTRONIC ARTICLE SURVEILLANCE SYSTEM PHARMACY DEPARTMENT: 13. PATIENT SEATING AREA: (4) SEATS --- --- - 14. PROVIDE ELECTRIC FOR FUTURE ROBOTICS 15. COMPUTER TERMINAL 15A: INTERCOM PLUS TERMINAL 15C: TRAINING TERMINAL (IN TRAINING ROOM) 16. RX SINK AND CABINET - -- 17. CRX CABINET 18. RX REFRIGERATOR u - 19. PROVIDE A CARPETED FLOOR WITH A RUBBER _ RUNNER. RX UNDERCOUNTER INSERTS: #1 - RX 3 DRAWER VIAL INSERT #2 - RX 3 DRAWER FILE INSERT #3 - RX OPEN INSERT -- #4 - RX CONSULTATION COUNTER UNIT #5 - RX PRINTER INSERT - -" #6 - RX 5 DRAWER FILE INSERT #7 - RX OPEN INSERT WITH CPU SHELF #8 - RX OPEN CABINET #9 - RX 10 DRAWER FILE CABINET OFFICE: 20. PROVIDE TILED FLOOR & VINYL WALLCOVERING 21. UNDER COUNTER SHELF UNIT 22. PRINTER 23. LATERAL FILE 24. OFFICE COMPUTERS 24A: P.O.S. TERMINAL 24B: AS400 TERMINAL 24C: OFFICE P.C. 25. TILL LOCKER 26. SAFE 27. TV & VCR (IN TRAINING ROOM) STOCKROOM: 28. NEST -A -FLEX CONVEYOR NO, DATE BY DESCRIPTION CON�'I 29. GRAVITY CONVEYOR REVISIONS 30. POWER ROLLER CONVEYOR , r 31. SEE ARCHITECTURAL DRAWINGS FOR EXACT CERTIFICATION AND S EAL LOCATION & POSITIONING OF COMPACTORS 31A: TRASH COMPACTOR 31 B: BALER I HEREBY CERTIFY THAT THIS 31C: CARDBOARD COMPACTOR PLAN AND SPECIFICATION DATE WAS PREPARED BY ME OR EMPLOYEE ROOM: UNDER MY DIRECT 32. EMPLOYEE LOCKERS: (3) COAT LOCKERS W/ SUPERVISION AND THAT I AM PERFORATED DOORS, (6) 6 TIER BOX LOCKERS & A DULY REGISTERED (2) 2 TIER BOX LOCKERS W/ SAFETY VIEW DOORS ARCHITECT OR ENGINEER 33. 7' -0"W X 2'D EMPLOYEE COUNTER W1(2) CABINETS UNDER THE LAWS OF THE 34. EMPLOYEE ROOM REFRIGERATOR (PROVIDE 32" CLEARANCE WHEN NEXT TO COUNTER) STATE OF IDAHO AS SIGNIFIED 35. EMPLOYEE ROOM SINK (IN COUNTER) I BY MY HAND AND SEAL. 36. 6' -0" MIRROR CENTERED ON WALL ABOVE COUNTER MISCELLANEOUS: 37. "E"- ELECTRICAL OUTLET FOR FUTURE USE 38. VENDOR RACKS: REMOVE BASE DECK & SHOES; (END PANEL TO REMAIN) 39. PROVIDE OPENING FOR ONE -WAY GLASS (SEE INTERIOR ELEVATION FOR LOCATION) 40. NEWSPAPER RACK BY VENDOR 41. PICTURE CARE PLUS TERMINAL y 2 3 4 STORE NUMBER 09918 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE FIXTURE FLOOR PLAN CADD PLOT: F09918D102.DWG SCALE: 1/8 " =1' -O" DRAWING NO. VOID PLOT: F09918d101.DWG SUPERSEDES PLAN DATED: DRAWN BY: S.SLOWINSKI DATE 4/26/05 REVIEWED BY: OF DWGS. "A.D.A DOOR CLEARANCES EXECUTIVE APPROVAL DATE FIXTURE LEGEND /10/06 SS (D102) SENIOR VICE PRESIDENT FACILITIES DEVELOPMENT G 1818 36 66 • GONDOLA D. W H. TURES b (EA. SIDE) ARE TYPICALLY FIRST CHECKSET ' 1 -6. 1 CALLED OUT DEPTH BY UPDATE E.W.0 OPENING TO SENIOR VICE PRESIDENT WIDTH. EXAMPLE: G PORTER STORE OPERATIONS ® GONDOLA D. W. ACCORDINGLY. REVISEOSET END DT 30 48 !>L COMPACTOR OPENINGS PER WS 18 36 84 • DISPLAY D. W. ACES. UPDATE PHARMACY Q WALL D. W. H. TABLE PER HEALTH SERVICES. TORE OPERATIONS SHLVG REVISE COLUMN LOCATION ACCESSIBLE REQUIREMENTS MAY VAR1 REVIEWED BY: J•L V.G "DOES NOT INCLUDE STANDARDS, WOOD GROUNDS ER A1.1. WITH LOCAL JURISDICTIONS 4. 25.05 4.25.05 OR FINISHED END PANELS y 2 3 4 STORE NUMBER 09918 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE FIXTURE FLOOR PLAN CADD PLOT: F09918D102.DWG SCALE: 1/8 " =1' -O" DRAWING NO. VOID PLOT: F09918d101.DWG SUPERSEDES PLAN DATED: DRAWN BY: S.SLOWINSKI DATE 4/26/05 REVIEWED BY: OF DWGS. DESCRIPTION ROLLING SECURITY GRILLE. SEE SHEET DI. CARPET TILE AND DE51GN LINKS, FURNISHED AND INSTALLED BY WALGREEN5. TOWER PLAN `-FLOOR MOUNTED STRIP LIGHTING 24"X 30 ACCESS PANEL, 12' OFF FLOOR r �z PARTITION SCHEDULE, LEGEND * GEIUNG DATA 'LIANCE: NATIONAL GYPSUM CO. BULLETIN No. 9-217 1. OR 'YP5UM CO. HANDBOOK LATEST EDITION. 3 AND OTHER FRAMING: AS NOTED. )M WALLBOARD: 518" INCLUDING CEILINGS AND 50FFIT5. COL JOINTS: 32' -0° O.C. MAX. AL50 SEE INTERIOR ELEVATIONS IT. - -- FOR LOCATIONS. NB TO BE TAPED AND SANDED TO SMOOTH FINISH. ABBREVATION5 > MIN. G" ABOVE CEILING. RF - TO ROOF DECK ✓i015TURE RE515TANT AIR TIGHT FIRECODE GWB. GYPSUM WALLBOARD R - TO ROOF DECK DESCRIPTION MB! WALL DESIGNATION " x 22 GA, MTL. STUDS 24" "0 DECK (SECURE TO ROOF 0 NG) Wl 5/8' GYP. BOARD ON CO.O :,H 51DE TO ROOF DECK. 2 GA. MTL. STUDS 24' O.C. E )ECK (5ECURED TO ROOF 0 NG) W/ 5/8' GYP. BOARD ON c6 'H SIDE TO ROOF DECK. 0 ROWS 3-5/8'x 22 GA. ITL. STUDS 24" O.C. W 1 'NATE STUDS 5ECURED TO -- )F FRAMING 4 OTHERS TO AT CEILING. PROVIDE 5/8' ;YP. BOARD EACH SIDE TO CEILING ONLY 'I DE 5/8" GWB OBER 1 -1 12" HAT CHANNELS ANCHORED �X � 1A50NKY WALL ON 8' CMU )VER 2" AIR SPACE ON 4 IN. BRICK. 56 YELLOW DELINEATION POSTS AT DRIVE -UP WINDOW. FASTEN TO CONCRETE WITH BOLTS. 57 SECURITY BOLLARD W/ GRAY POLYETHYLENE COVER WHEN WALK ADJOINS DRIVE. 58 N/A 59 BABY CHANGING STATION. SEE TOILET DETAILS. 6o SLAT WALL WITH BLACK IN5ERT5. BY WALGREEN5. SEE INTERIOR ELEVATIONS. 6 N/A 62 ONE -WAY GLA55 IN OFFICE WALL, IF APPLICABLE, PER PROJECT D 1. CONTRACTOR TO PROVIDE I'- 10"W X 2' -0 "H DRYWALL CASED OPENING IN OFFICE WALL (TOP OF 51H Q 4-2" A.F.F.). 63 PROVIDE BLOCKING BEHIND GWB. SEE INT. ELEVATIONS AND TOILET ROOM DETAILS. 10 DRAWER FILE CABINET (SEE A3.1 FOR 64 BLOCKING LOCATIONS FOR FASTENING OF CABINET TO WALL). 4' -O" X 4' -O' X 1 3/4" 4ETAL DOOR AND FRAME ✓ITH DEADBOLT, THRESHOLD kND WEATHER STRIPPING ER, SEE 1 /A2.2 ALVANIZED 'M' PANEL w/ JD CLOSURES DM. 4/ A4.2 1,5/ A4.4 GENERAL FLOOR PLAN KEYED NOTES DESCRIPTION SLEEVE THROUGH WALL FOR ELEC. STOREFRONT. SEE INTERIOR AND EXTERIOR ELEVATION. OFFICE TECH CABINET BLOCKING UNDER GWB TO BE MIN. 3/4" PLYWOOD X 48"W X 12 "H WITH 0 AT 6' -8" A.F.F. DET'L. DESCRIPTION DET'L..; (D ACCE551151 E RAMP (TOWARD ALL PARKING). O CONCRETE WALK WITH TOOLED CONTROL JOINTS (5' MAX. EA. WAY), AND BROOM FINISH. O3 RECEIVING PLATFORM. 3A-4 O4 PIPE BUMPER GUARDS. O LINE OF AWNING OR CANOPY ABOVE. SEE EXTERIOR ELEVATIONS ON SHEET A2.1. 0 GWB CEILING AT ENTRANCE. STAINLESS STEEL COLUMN WRAP, 48 "H. PROVIDE ON ALL SALES AREA COLUMNS (SEAMS TOWARDS GONDOLAS). 0 Ed 2/ A1.2 I HEREBY CERTIFY THAT THI5 PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNED BY MY HAND AND SEAL. WHERE STUD WALLS ARE DEMISING AND /OR ARE SECURITY TYPE, (EG., CANOPY CLOSURE AND EQUIPMENT PENETRATION), PROVIDE FLATTENED 2,3/ STEEL EXPANDED MESH 3/4'x I G GA. MINIMUM A2.2 BEHIND GWB, FAATENED TO WALL STUDS ON WALGREEN5 SIDE. 34 ALL STORAGE SHELVING, ETC. BY WALGREEN5. SEE 5HT, D I FOR LAYOUT. SEE CRITERIA SPECIFICATIONS, SECTION 1010 REGARDING LANDLORD RESPONSIBILITIES FOR STORES IN SEISMICALLY SENSITIVE STATES. 16 35 LEAVE OUT PORTION OF GWB IN 7' -0"W. x 7' -3 "H. /A3.1 HEADERED OPENING (OPPOSITE RECEIVING DOOR AND 4' -0" MIN. FROM ANY OPENING) FOR PALLET DELIVERY OF FIXTURES. INFILL WALL AFTER DELIVERY. BRICK PILASTER. PHARMACY WALL DETAILS. SEE 5HT. A4.1. O DIRECTION OF PLANK FLOORING. USE FEATHERING FELT TO LEVEL PLANKS W/ VCT. �0 1/4" THICK 48" HIGH MA50NITE WAINSCOT WITH J -BEAD TOP. NOTE: AT COMPACTOR DOORS, CUT MA50NITE 5" BACK FROM MASONRY OPENING TO CLEAR DOOR FLANGE. CORNER GUARD AT ALL OUTSIDE CORNERS. 12 ENTRANCE 5LA15. SPRINKLER RISER AREA. DET'L..; CO. ! 4" MINIMUM. 36 1/4" PLATE GLA55 MIRROR, LENGTH OF COUNTER, LE55 12 ELECTRICAL OUTLET SPACE). CENTER MIRROR O LADDER WITH FKP ON WALL. PROVIDE PLATFORM AT 5 3A-4 y 1647 MAXIMUM A.F.F. OFFSET FROM LADDER. ADDED WITH COUNTER LENGTH (G" EACH SIDE). 0 SECTION OF LADDER TO BE IN LINE WITH PLATFORM CO.O 0 F T� a k E 37 WALK -IN COOLER FURNISHED AND INSTALLED BY STAINLESS STEEL COLUMN WRAP, 48 "H. PROVIDE ON ALL SALES AREA COLUMNS (SEAMS TOWARDS GONDOLAS). 0 Ed 2/ A1.2 I HEREBY CERTIFY THAT THI5 PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNED BY MY HAND AND SEAL. WHERE STUD WALLS ARE DEMISING AND /OR ARE SECURITY TYPE, (EG., CANOPY CLOSURE AND EQUIPMENT PENETRATION), PROVIDE FLATTENED 2,3/ STEEL EXPANDED MESH 3/4'x I G GA. MINIMUM A2.2 BEHIND GWB, FAATENED TO WALL STUDS ON WALGREEN5 SIDE. 34 ALL STORAGE SHELVING, ETC. BY WALGREEN5. SEE 5HT, D I FOR LAYOUT. SEE CRITERIA SPECIFICATIONS, SECTION 1010 REGARDING LANDLORD RESPONSIBILITIES FOR STORES IN SEISMICALLY SENSITIVE STATES. 16 35 LEAVE OUT PORTION OF GWB IN 7' -0"W. x 7' -3 "H. /A3.1 HEADERED OPENING (OPPOSITE RECEIVING DOOR AND 4' -0" MIN. FROM ANY OPENING) FOR PALLET DELIVERY OF FIXTURES. INFILL WALL AFTER DELIVERY. BRICK PILASTER. PHARMACY WALL DETAILS. SEE 5HT. A4.1. O DIRECTION OF PLANK FLOORING. USE FEATHERING FELT TO LEVEL PLANKS W/ VCT. �0 1/4" THICK 48" HIGH MA50NITE WAINSCOT WITH J -BEAD TOP. NOTE: AT COMPACTOR DOORS, CUT MA50NITE 5" BACK FROM MASONRY OPENING TO CLEAR DOOR FLANGE. CORNER GUARD AT ALL OUTSIDE CORNERS. 12 ENTRANCE 5LA15. SPRINKLER RISER AREA. ROOM * SPACE! VESTIBULE GENERAL 5ALE5 PATIENT SEATING PA55AGE # I FOOD MART EMPLOYEE ROOM MEN5 TOILET ELECT. RM. /5 OFFICE PASSAGE #2 ku u Uj w p � w w p UA �� Q Q N U w z Q z O O z Uj0w 0 -gig 013 *�� =�O` �H z �- w U U Q r- > U N Q Uj V w > �OO< °- w ?w0 mcr�UVVu'Scn� >U 9/ A4.2 1 !/ A4.2 4/ A4.2 4,5 A4.5 12/ A3.1 l4 RUN TILE THROUGH OPENING INTO ROOM 4" MINIMUM. 36 1/4" PLATE GLA55 MIRROR, LENGTH OF COUNTER, LE55 12 ELECTRICAL OUTLET SPACE). CENTER MIRROR O LADDER WITH FKP ON WALL. PROVIDE PLATFORM AT 5 (FOR 1647 MAXIMUM A.F.F. OFFSET FROM LADDER. ADDED WITH COUNTER LENGTH (G" EACH SIDE). 0 SECTION OF LADDER TO BE IN LINE WITH PLATFORM 0 AND ROOF SCUTTLE. LADDERS TO HAVE CLEAR PATH E 37 WALK -IN COOLER FURNISHED AND INSTALLED BY 0 TO ROOF. CORRIDINATE W /ROOF FRAMING. c6 WALGREEN5. ALL "ROUGH -IN" BY GENERAL CONTRACTOR. 5EE MECHANICAL DRAWINGS FOR 00 LOCATION. PROVIDE 24"x 3G" HINGED ACCESS PHARMACY SINK AND CABINET FURNISHED PANEL ABOVE COOLER WITH SILL HEIGHT AT 10' 16 BY WALGREEN5. (SEE ENGINEERING A.F.F. (ACCESS REQUIRED WHEN SURROUNDED BY DRAWING). WALLS). 17 HOLD TILE INSTALLATION BACK ONE ROW PRIOR TO A4.4 COOLER INSTALLATION. INSTALL LAST ROW OF TILE cl 38 CUSTOMER STATION AT DRIVE -THRU. A4.41D AFTER COOLER INSTALLATION. 39 FURR OUT WALL FOR PLUMBING - ENTIRE LENGTH OF ROOM. 8 PLASTIC LAMINATE COUNTER AND CABINETS. 40 WA. CONTRACTOR TO PURCHA5E FROM MYERS 4 1\ SILVER RECOVERY UNIT (BY WALGREENS). �-� E INDUSTRIES (217 -735 - 1241). SEE 5HT. D I FOR � O LENGTH. SUPPORT COUNTER ON CABINETS BELOW 42 GUIDE RAIL BY AUTOMATIC DOOR MANUF. AND WITH CLEATS ALONG WALL. LEAVE 32" CLEAR FOR REFRIGERATOR. 43 PHARMACY DRIVE -THRU. SEE DETAILS ON SHEET A4.4 AND A4.4D. 44 GUIDE P05T BY AUTOMATIC DOOR g 5TAINLE55 STEEL SINK. (5EE PLUMBING MANUFACTURER (FOR STORES WITH 4/ A4'2 DRAWINGS). SHUTTERS ONLY). SEE SHEET D 1. 20 SEE FIXTURE PLAN (SHEET D.1) FOR 45 AUTOMATIC SLIDING DOOR ENTRANCE (AS ROOM FURNISHINGS IN EMPLOYEE ROOM. 5HOWN) 2 DOWNSPOUT TO STORM SEWER (WHEN OR USED). LOCATE INTERIOR ROOF DRAIN AUTOMATIC SWING -OPEN DOOR ENTRANCE LEADER IN STOCK ROOM. COORD. W/ FIXT. (WHEN REQUIRED PER WALGREEN5 PLAN (WHEN USED). PROJECT FIXTURE PLAN). 22 SAND STEEL COLUMNS EXPOSED IN SAiJ:S AREA TO 46 2" DIAMETER x 30" LONG P.V.C. PIPE REMOVE BLEMISHES IN FACTORY APPLIED PRIMER. WITH CLEAN -OUT COVER IN FACE OF REPRIME AND PAINT, COLUMNS SHALL BE SMOOTH CURB. I" CONDUIT BACK TO WINDOW AND UNIFORM FOLLOWING FINAL PAINTING. FOR CAR SENSOR. O CONCRETE PAVEMENT G' BELOW FINISHED 47 23 WALL CHASE IN FURRING FOR WIRING. SEE FLOOR. SLOPE ADJACENT PAVEMENT TO DRIVE -THRU DETAILS. MEET CONCRETE. 24 WATER HEATER (5EE MECH. DRAWINGS) ON PLATFORM 48 WALL MOUNTED MIRRORS EQUALLY 51ZED BETWEEN T -1 I" A.F.F. PROVIDE ADEQUATE STRUCTURAL 2' -G" AND 3' -G" 5UPPOKT. 49 SECURITY DOOR AND FRAME BY COMPACTOR 51 PANELING WITH VINYL COVERING ABOVE CONTRACTOR. C6.2 25 ON ALL WALLS. 5o NIA O OPENING FOR 2ND LANE CARRIER ABOVE. 26 51 PIPE CHASE - 28" WIDE. USE W.R. 5/8" GWB ON 2 COORDINATE LINTEL 1 12" METAL STUDS FROM FLOOR TO CEILING. 27 LINE OF FLOOR MATERIAL CHANGE. PROVIDE 3 PIECES OF 3/4" X 12" PLYWOOD BLOCKING, 28"W, CENTERED AT 30, 59 ", AND 80" 28 5/8" GWB OVER ! 112" VERTICAL FURRING REQUIRED A.F.F. UNDER GWB FOR MOUNTING OF SINK WHERE EXPOSED IN GENERAL SALES, PHOTO, OFFICE, CABINETS. EMPLOYEE ROOM, TOILETS, TRAINING ROOM AND 52 WA PHARMACY. ADDITIONAL AREA5 REQUIRED WITH INSULATION OPTION SELECTED. SEE SPECS FOR 53 PHOTO SINK. SEE PLUMBING DRAWINGS. MINIMUM "R" VALUES AND INSULATION OPTIONS. ROOM * SPACE! VESTIBULE GENERAL 5ALE5 PATIENT SEATING PA55AGE # I FOOD MART EMPLOYEE ROOM MEN5 TOILET ELECT. RM. /5 OFFICE PASSAGE #2 ku u Uj w p � w w p UA �� Q Q N U w z Q z O O z Uj0w 0 -gig 013 *�� =�O` �H z �- w U U Q r- > U N Q Uj V w > �OO< °- w ?w0 mcr�UVVu'Scn� >U 9/ A4.2 1 !/ A4.2 4/ A4.2 4,5 A4.5 12/ A3.1 !0 A4.2 I/ A4.4 [� u > i w O O °C z S- m w n� w z U O w w 0 u-' 0 0 0 0 L9 Uj O w N > w U 3 U z�� �� _ O Q is) D w Q °- � I z c C\ ou� 3 w + O z N FF c� Z �(} m 0 ii �j v z Q� 3 0 �' W� p = � p ►z >-0 2>OQ��cW �m�0 0o� �� �_ � ¢ � 0 O � ww � - Q c�� w Q (L< d p lu Q z �g °o�woo�z wQU�O�U_ Q U co0 Um> Q0 O z 0 (L 00 oUM W 0 O 0 m E-- ZOO C ;;_4 TH15 DRAWING HAS BEEN 155UED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL No P 05 -006 DATE: 01 / 16 /OG 115HEET TITLE: REMARKS: 1) FIBERGLASS POLYESTER PANEL IN PORTER AREA FROM FLOOR TO 8'-O" A.F.F. 2) THESE ROOMS ARE NOT SHOWN ON CRITERIA BUT MAY BE INCLUDED IN 50ME PROJECTS. 3) CONCRETE HARDENER/5EALER UNDER WALK -IN COOLER/FREEZER. 4) BEHIND DOOR AND 1 -HOUR PHOTO WALL. 5) FURNISH AND INSTALL VINYL BASE ON COSMETICS, PHOTO, AND FRONT CHECK -OUT CASEWORK. SEE SHEET D 1. G) REQUIRED OVER METAL STUDS AND INSULATION IN LOCATIONS OF "THRU -WALL° AND "TILT WALL" CONSTRUCTION. SEE SECTIONS ON A2.3. FLOOR PLAN =HEAl o . ON -�� 0 0 � E 0 c6 O 00 cl i aj E � O � !0 A4.2 I/ A4.4 [� u > i w O O °C z S- m w n� w z U O w w 0 u-' 0 0 0 0 L9 Uj O w N > w U 3 U z�� �� _ O Q is) D w Q °- � I z c C\ ou� 3 w + O z N FF c� Z �(} m 0 ii �j v z Q� 3 0 �' W� p = � p ►z >-0 2>OQ��cW �m�0 0o� �� �_ � ¢ � 0 O � ww � - Q c�� w Q (L< d p lu Q z �g °o�woo�z wQU�O�U_ Q U co0 Um> Q0 O z 0 (L 00 oUM W 0 O 0 m E-- ZOO C ;;_4 TH15 DRAWING HAS BEEN 155UED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL No P 05 -006 DATE: 01 / 16 /OG 115HEET TITLE: REMARKS: 1) FIBERGLASS POLYESTER PANEL IN PORTER AREA FROM FLOOR TO 8'-O" A.F.F. 2) THESE ROOMS ARE NOT SHOWN ON CRITERIA BUT MAY BE INCLUDED IN 50ME PROJECTS. 3) CONCRETE HARDENER/5EALER UNDER WALK -IN COOLER/FREEZER. 4) BEHIND DOOR AND 1 -HOUR PHOTO WALL. 5) FURNISH AND INSTALL VINYL BASE ON COSMETICS, PHOTO, AND FRONT CHECK -OUT CASEWORK. SEE SHEET D 1. G) REQUIRED OVER METAL STUDS AND INSULATION IN LOCATIONS OF "THRU -WALL° AND "TILT WALL" CONSTRUCTION. SEE SECTIONS ON A2.3. FLOOR PLAN =HEAl o . DRIVE -THR EXTERIOR GW ON CEILING J( 5ERVICE ACCT PH/ A.C. ii GYP. BD CLG. @ AFF ON 'C' STUD! CARRY SERVICE ADD LIGHT5 A5 F GENERAL 5T( EXP05ED 5TRUC ( MECH. WOR �i SOWN HERE FC CLARITY PA55A EXP05EE GENERAL REFLECTED CEILING NOTES I . GENERAL 5ALE5 AREA CEILING SHALL BE A MIN. OF 13' -O" AFF. THERE SHALL BE A MINIMUM OF 2' -0" CLEARANCE TO THE BOTTOM OF ANY ROOF 5TRUCTURE. TH15 15 FOR LIGHTING, SPRINKLER PIPING AND MECHANICAL EQUIPMENT. 2. THE LIGHT SPACING SHALL BE A MAXIMUM OF 9' -0" CENTER OF LIGHT FIXTURE TO CENTER LINE OF LIGHT FIXTURE FOR ALL CEILING HEIGHTS. 3. IN 5ALE5 AREA CEILING, THE DIMEN51ON5 FROM THE FACE OF 50FFIT (OR WALL) TO THE CENTER LINE OF THE FIXTURE RUNNING PARALLEL TO THE 50FFIT (OK WALL) SHALL BE BETWEEN I' -G" TO 2' -9 ". 4. IDENTIFY CEILING LAYOUT STARTING POINT TO ENSURE THAT LIGHT FIXTURES ARE CONTINUOUS AND UNINTERUPTED BY COLUMN5. 5. 5UPPLY AIR DIFFU5ER5 ARE TO BE LOCATED 2' -0" MINIMUM AWAY FROM GENERAL 5ALE5 AREA LIGHT5. G. CEILING5 5HALL NOT BE U5ED FOR SUPPORTING ANY BUILDING IN5ULATION. ROOF CON5TRUCTION 5HALL PROVIDE THE REQUIRED IN5ULATION VALUE. CEILING LIGHT5 ARE TO BE WIRED TO BAR J015T MEMBER5 AT THE DIAGONAL CORNER5. 7. ALL CEILING HEIGHTS, CEILING MATERIALS AND LIGHT FIXTURE 5PACING5 ARE A5 SHOWN ON REFLECTED CEILING PLAN. ANY DEVIATION FROM THE5E REQUIREMENT5 MU5T BE APPROVED BY WALGREEN'5 IN WRITING. 8. IN PHARMACY, THE CENTER LINE D15TANCE OF LAST ROW TO SECOND TO LA5T TO BE BETWEEN 5-0" AND 7'- (7'50 THAT D15TANCE OF LA5T ROW FROM THE BACK WALL DOE5 NOT EXCEED 4'-9. 9. PATIENT 5EATING AREA LIGHT5 SHOULD BE ALIGNED WITH PHARMACY ROOM LIGHT5. 10. EACH CEILING RUNNER 5HALL BE 5UPPORTED BY A HANGER WIRE A M IN. 8" FROM EACH WALL. LEGEND 5EE MECHANICAL * ELECTRICAL DRAWING5 ® 5UPPLYAIR Z RETURN AIR FLUORE5CENT LIGHTING - 5EE LIGHTING SCHEDULE (DRAWING E0. FOR FIXTURE5 NOTED. ® 5PEAKER lm� Q EMERGENCY LIGHTING ® EXIT LIGHTING O CAN LIGHT WALL MOUNT LIGHT ❑ CANOPY DRIVE THRU LIGHT NOTE: THE TWO DETAIL5 BELOW ARE EXAMPLE5 OF CEILING 5U5PF-N510N 5Y5TEM5 BA5ED ON LOW AND HIGH 5EI5MIC DE51GN. THE ARCHITECT 15 RE5PON51BLE FOR DETERMINING THE 5U5PEN51ON 5Y5TEM REQUIRED A5 PER 51TE CONDITIONS AND CODE REQUIREMENT5. 5U5PEN51ON 5Y5TEM DETAILS: NOTE: SHADED SYMBOL INDICATE5 REQUIREMENT5 FORTHI5 PROJECT. 1:10W 5EI5MIC ZONE r 4 ; 00 � 5U5PEN51ON 5Y5TEM DETAIL5: NOTE: 5HADED SYMBOL INDICATE5 REQUIREMENT5 FORTHI5 PROJECT. HIGH 5E15MIC ZONE NOTE5: BRACING WIRES ARE INCLUDED ON GRID SPACING OF 12 FT. X 12 FT. WIRE5 ARE NOT 5HOWN HERE FOR CLARITY. P05T 15 MADE UP OF 3/4" 5TEEL TUBING WITH .049" WALL THICKNE55. MAXIMUM UN5UPPORTED LENGTH 15 5-2 ". IF MORE THAN 5' -2" 15 REQUIRED, NOTIFY ARCHITECT. P05T TO HAVE SPRING AND CONNECTION FITTINGS AT TOP AND BOTTOM. (APPROXIMATE ALLOWABLE VERTICAL MOVEMENT 15 1 /2" UNDER 5E15MIC ACTION). IN5TALl_ ACCORDING TO MANUFACTURER'S DIRECTION5. P05T A55EMBLIE5 ARE AVAILABLE FROM DONN CORPORATION. FOR FURTHER SPECIFICATIONS, 5EE WALGREEN5 CRITERIA SPECIFICATIONS. POP RIVET TH�15 51DE ONLY - G" FA5CI MOLDING 0 0 7 0 b 0 0I PER CODE (I 0 0 0 0 0 0 CHANNEL MOLDING ALIGN CORNER "DROP OFP WINDOW JAMB BELOW 3 DETAI L N.T.S. 5 DETAIL v KEYED NOTES jD G" METAL 5TUD5. V -O 5/8" GWB. O WD. BLOCKING FOR ROLL DOWN SHUTTER BELOW. 5EE PHARMACY WALL DETAIL5. O ALTERNATE CRO55 BRACE. 5EE CURTAIN WALL DETAIL ON 5HEET A4.1. EXP05ED CEILING REFEEECTED CEILING PLAN KEYED NOTES O OPENING AND TRIM FOR DRIVE -THRU EQUIPMENT PENETRATION (E.P. BAV15 5HOWN) 5EE DRIVE -THRU DETAIL5. O CONTINUOUS VINYL VENT, W/ INSECT 5CREEN. 3O ACCE55 PANEL WITH KEYED LOCK. O COORDINATE ACCE55 PANEL LOCATION5 TO NOT INTERFERE WITH TOILET PARTITIONS BELOW. 5O N/A O WALL- MOUNTED 1/2 DOME MIRROR (MOUNTED TOP MIRROR @ CEILING) O CA5ED OPENING. SEE INTERIOR ELEV. O LINE OF MIRROR5. O LOCKABLE ACCE55 PANEL REQUIRED IN ALL ROOM5 WITH GWB CEILINGS �O CENTER 5UPPLY REGI5TER IN CEILING TILE CLOSEST TO WINDOW CENTER. I 24" X 3G" ACCE55 PANEL -51LL AT I O' -O" A.F.F. FOR ACCE55 ABOVE COOLER. 2 PROVIDE 505MIC F-XPAN51ON JOINT IN THE 5U5PENDED CEILING SYSTEM FOR EVERY 2,500 S.F. OF AREA. COORDINATE LOCATION OF EXPAN510N JOINTS WITH LIGHT5, DIFFU5ER5, 5PEAKER5, ETC. 5EE DETAIL 7/A 1.2. 13 PROVIDE LOCKABLE FA5CIA ACCE55 PANEL5 BEHIND ALL EXT. 51GNAGE ON CANOPY. PROVIDE 2 FT. x 3 /4" PLYWOOD CATWALK IN CANOPY TO A5515T IN ACCE55 TO 51GNAGE AS REQUIRED. 5EE DETAIL5 FOR J015T 5UPPORT -5HEET A4.1 O ACOUSTICAL TILE CEILING. O 3 5/8" METAL STUD BRACING @ 24" O.C. O 5/8" GWB. D ETAI L (: 2 III = 5EE DETAIL5 FOR J015T 5UPPORT -5HEET A4.1 KEYED NOTE5 ACOUSTICAL TILE CEILING. O G" METAL STUD BRACING @ O 2-3 5/8" METAL 5TUD5 48" O.C. SECURE TO BUILDING STRUCTURE BACK -TO -BACK ABOVE. O 5/8" GWB. PHOTO CORNICE. 4 DETAI L - -- F x x >_ 5d � I HEREBY CERTIFY THAT TH15 PLAN AND SPECIFICATION WA5 PREPARED BY ME OR UNDER MY DIRECT 5UPERV15ION AND THAT I AM DULY REGI5TERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH A5 51GNED BY MY HAND AND SEAL. T ) GO u ON O 0 0 ° O U � U 0 0 � co Vo o co cz LO Z Q� Q 0 o t>, -14 � N E °D rld Lr -'44 g ca E TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL IREVI510N5: 12'-9 AFF REFLECTED CF-1 LING PLAN 5EE ELECT. DRW5. FOR LIGHTING `- NEON. 4" CONT. PERFORATED SOFFIT SCREEN CEILING PAINTED EXTERIOR GWB CEILING 2 TOWER REFLECTED CEILING PLAN O G" METAL 5TUD5. O 5/8" GWB. O LINE OF MIRROR5. O ALTERNATE CR055 BRACE. 5EE DTL. I /A4.1. DETAI L _Q �IQ PROJECT No.: � 05 -OOG DATE: 0 I / I G /OG SHEET TITLE: CE LI NG PLAN snFAol 2 J FOR 51GN ACCE551BLITY (TYP.) GO O O W 0 o co LO Z IV co 0 TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL IREVI510N5: 12'-9 AFF REFLECTED CF-1 LING PLAN 5EE ELECT. DRW5. FOR LIGHTING `- NEON. 4" CONT. PERFORATED SOFFIT SCREEN CEILING PAINTED EXTERIOR GWB CEILING 2 TOWER REFLECTED CEILING PLAN O G" METAL 5TUD5. O 5/8" GWB. O LINE OF MIRROR5. O ALTERNATE CR055 BRACE. 5EE DTL. I /A4.1. DETAI L _Q �IQ PROJECT No.: � 05 -OOG DATE: 0 I / I G /OG SHEET TITLE: CE LI NG PLAN snFAol 2 J FOR 51GN ACCE551BLITY (TYP.) rex BRACKET — SUPPORTED GUTTER 10 55 NOTE: PAINT All SECTION A -A Mn. FLASHING DETAIL I 55 SECTION B B SECTION C-C 8 5CU PPER OETAIL DETAIL 2 O O O O O Q 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 37 38 39 40 41 42 43 44 I mm �!lmlj 51 52 53 54 55 56 57 58 59 60 KEYED NOTES COMPRE55OR UNIT. SEE DETAIL I/A4.5 AND SHEET M 1. 1. PIPE PENETRATION THROUGH ROOF DIRECTLY OVER COOLER/ FREEZER. SEE DETAIL 31A 1.4 AND 5/M2.1. ROOF EXHAUSTER. SEE DETAIL 4/M2.1 AND SHEET M 1.1. (FOR 5TORE5 W/O ERV. SEE MECH. DWG5.) P05T HYDRANT. SECURE TO STRUCTURE (SEE MECH. DWG5.) VENT THROUGH ROOF. SEE PLUMBING PLAN ON SHEET P1.1. SEE 4/A 1.4. ROOF TOP HVAC UNIT. SEE DETAIL G/A 1.4 AND SHEETS M 1. ! AND M2.1. SATELLITE D15H ANTENNA. SEE SHEET 50.1 OR 50.2. ROOF SCUTTLE. SEE DETAIL 4,5/A4.5. COORDINATE JOI5T SPACING TO LADDER LOCATION. ROOF DRAINS WITH SLOPING SUMP PANS (WHERE APPLICABLE). SEE CRITERJA NOTE #9. CANOPY. PARAPET WITH SHEET METAL COPING. SEE SHEET Al .4 AND A2.2. MEMBRANE ROOF. PROPER ROOF DRAINAGE WITH DISCHARGE TO STORM SEWER SYSTEM 15 REQUIRED. ROOFTOP WALKWAY PADS TO BE PLACED AROUND ALL ROOFTOP EQUIPMENT. 2' -G"W X 3'-O" H MIN. X 1 3/4" HOLLOW METAL DOOR AND FRAME W/ DEADBOLT, PULL, THRE5HOLD, AND WEATHERSTRIPPING. ACCE55 PANEL- 2'-O "W X 3' -O'H- P-0" OFF FLOOR. PROVIDE PULL ON BACK FOR CLOSING. PROVIDE CRICKETS AT ALL CURBS. 05HA COMPLIANT LADDER. SEE SHEET A2.2. SCREENED OVERFLOW STANDPIPE 3" ABOVE ROOF DRAIN SUMP WITH OUTLET THROUGH REAR EXTERIOR WALL (NEVER THROUGH FRONT WALL). PLYWOOD CRICKET BUILT UP TO COPING. FLOOR MOUNTED STRIP LIGHTING. FLAT ROOF VENT. OVERFLOW SCUPPER. 51ZE AND QUANTITY AS REQUIRED BY REGIONAL RAINFALL (DOWNSPOUTS IN WARM CLIMATES; SEE NOTE #9). TOTE STORAGE ROOF. GREENHECK ERV CURBS, WHERE APPLICABLE. SEE SHEET M 1. ! G. FLUE. ROOF 5Y5TEM. CANT, AS REQUIRED. ICE SHIELD ENTRY CANOPY WITH SNOW GUARDS RAIN HOOD. SEE NA 1.4. KEYED NOTES ( D THRU g NOT USED. COUNTER FLASHING. SEAL TOP OF COUNTER FLASHING. REMOVABLE SHEET METAL BASE FLASHING. FASTENERS. SHEET METAL REGLET. PARAPET W /MEMBRANE FROM COPING TO ROOF. SCREW W /NEOPRENE GASKET. SLOPED 5HEET METAL PARAPET CAP. CONTINUOUS FRONT CLEAT. SEAL PROVIDE (3) 1" -- OVERFLOW HOLES. PREFINI5HED 8" X G" DOWNSPOUT AND I G" X I O" X I O" RECEIVER. GALVANIZED SHEET METAL COUNTERFLA511ING. 5TAINLE55 STEEL THRU WALL LINER. BOTTOM OF OPENING LOWER THAN COMPLETED ROOF TO ENSURE DRAINAGE. ROOF 51DE OF SCUPPER. GRAVEL STOP. 12 "W X 12"H OPENING. FLASHING AT ROOF 51DE OF SCUPPER. SOLDER (TYP.). RIDGE VENT. SPLASH BLOCK ON WALKWAY PAD BELOW WATER DISCHARGE ON ROOF. NOTE: IN HIGH HUMIDITY LOCATIONS AS DEFINED IN MECHANICAL DRAWINGS. GUTTER AND DOWNSPOUT. GALVANIZED "M" PANEL W/ END CLOSURES. TREATED I X NAILER FOR PITCH OF COPING. ft HEREBY CERTIFY THAT TH15 'LAN AND SPECIFICATION ✓A5 PREPARED BY ME OR ENDER MY DIRECT OPERVI510N AND THAT I �M DULY REG15TERED ARCHITECT UNDER THE AW5 OF THE STATE OF ITAH AS SIGNED BY MY IAND AND SEAL. v O • '�-± 0 ro O 0 L(-% 1 0 O L) v `p . ;5 %,0 c�r1 � �? 0 �" @ Q 0 - O 00 y' U c s ve a m = GJ r—il G O O O _4 O 0 r� - 0 0 •.-� > � E----4 THI5 DRAWING HAS BEEN ISSUED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REVI5ION5: PROJECT No.: 05 -006 DATE: O I / 1 6/06 1 5HEET TITLE: I ROOT' PLAN Z ROOF PLAN PARAPET FLASHING 2A PANEL JOINT PLAN r_0 REFRIGERATION PIPE PENETRATION THROUGH ROOF 3" = V -0" , , IN 4" �S �NT N ROOF CURB 1" MIN. (PERIMETER I NO PENETRATION OF CURB SIDEWALL ALLOWED. INSTALL COUNTERFLASH AND RECEIVER BEFORE SETTING UNIT - � \ -\ / l 5 NOTE: HEAVIER LOADS, OR IF ROOF FRAMING IS NOT AS SHOWN, VERIFY DESIGN WITH ARCHITECT. SECTION H.V.A.C. ROOF CURB SCALE: NTS ka Ice AT LEAST ONE SIDE OF THE ROOF 35 OPENING SHALL BE SUPPORTED BY A ROOF FRAMING MEMBER. THE STEEL 36 ANGLE FRAMING AS SHOWN IS DESIGNED TO CARRY A MAXIMUM DEAD LOAD OF 6000 LBS. FOR SLO '= �2�F 22 SECTION @ ROOF DRAIN SCALE: 3 " =1'4" 37 38 39 40 41 13 42 43 12 OVERFLOW SINGLE PIPE PORTAL DETAIL 9 SCALE: 1 1/2" =1' -0" 10 i WNI mal 5 A1.3 � I FLASH WALL FOR WEEP HOLES _ ABOVE COUNTER FLASHING SECTION 11 112" = V -0w KEYED NOTES ELASTOMERIC COATING ALLOWED ON CONCRETE PANEL ONLY. INSTALL POLYURETHANE SEALANT AND TOOL TO FACILITATE WATER RUN -OFF. EXPANDING SHANK GASKETED FASTENERS WITH WASHERS. COMPRESSIBLE ELASTOMERIC TAPE TO SPAN IRREGULARITIES. SEAL TOP OF FLASHING WITH A 3- COURSE OF VERTICAL GRADE ROOF CEMENT AND REINFORCEMENT FABRIC (PRECAST PANELS ONLY). SHEET METAL COUNTERFLASHING RECEIVER. FASTENERS APPROX. 8" O.C. 2" WIDE HOLD -DOWN CLEAT 30" O.C. PARAPET MEMBRANE, SHEATHING, AND BUILDING PAPER. BUILD OUT TO EXTERIOR WALL PLANE. MULTIPLE -PLY MEMBRANE BASE FLASHING (8" MIN. HEIGHT). MULTIPLE -PLY MEMBRANE STRIPPING. THERMAL INSULATION. ROOF DECK. WOOD CANT FASTENED TO NAILERS. WOOD NAILERS. BEVEL CUT TOP OF WOOD CURB TO DRAIN. 8" WIDE SURFACE MOUNT COUNTER FLASHING. SAW CUT IN CONCRETE PANEL AT PANEL JOINT. MEMBRANE FLASHING REQUIRED ON THE BACK OF MASONRY PARAPETS FROM UNDER COPING TO OVERLAP SHEET METAL COUNTERFLASHING. INSULATE VOID TO PREVENT CONDENSATION. SLOPE PIPES DOWN AND AWAY FROM HOOD. HIGH - DOMED, CAPPED, GASKETED FASTENERS (APPROX. 18" O.C., DEPENDING UPON WIND ZONE & LOCAL CONDITIONS; MINIMUM TWO FASTENERS PER SIDE). REMOVABLE SHEET METAL COUNTERFLASHING. TOP OF FLASHING CAPPED OR ROLLED INTO PIPE APPROX. 1" [25MM]. PLUMBING VENT STACK. SOFT METAL PIPE FLASHING. ROOF CEMENT OR SEALANT AT PENETRATION TO MEMBRANE JUNCTURE. SET FLANGE IN ROOF CEMENT. PRIME FLANGE BEFORE STRIPPING. CONDENSING UNIT. SEE ENGINEERING DRAWINGS. METAL CAP FLASHING. 2 -PLY FELT FLASHING. PREFABRICATED METAL CURB WITH WOOD (2X6) NAILERS. TOP OF RAIL TO BE LEVEL. H.V.A.C. UNIT (SEE M2.1 FOR DETAIL). PREFABRICATED CURB SUPPLIED BY H.V.A.C. UNIT MANUFACTURER. (TYPE MAY VARY WITH MANUFACTURER). RIGID INSULATION FIBER CANT AND TWO PLY FELT FLASHING OR AS REQUIRED PER ROOFING MANUFACTURER SPECIFICATIONS. SEAL EXPOSED ROOF DECK EDGES WITH GALVANIZED SHEET METAL AND SEAL ALL AROUN . SEE STRUCTURAL DRAWINGS FOR STEEL SIZING. DRAIN STRAINER. CLAMPING RING. 30" SQUARE MINIMUM, 2Y LB. TO 4 LB. LEAD OR COPPER FLASHING SET ON FINISHED ROOF IN ROOF CEMENT, PRIME TOP SURFACE BEFORE STRIPPING. TAPERED INSULATION. MEMBRANE FIELD PLIES, METAL FLASHING AND STRIPPING PLIES ALL EXTEND UNDER CLAMPING RING. DECK CLAMP. �3 DRAIN BOWL. 44 MULTIPLE -PLY MODIFIED BITUMEN ROOF MEMBRANE. 45 CANT, AS REQUIRED. 46 ABS COVER. 47 EPDM CAP, SIZE AS REQUIRED. 48 SS CLAMP. 49 ADAPTER RING AS REQUIRED. 50 11 "H PIPE PORTAL PLUS SYSTEM. D 51 FLASHING AND WEEP HOLES ABOVE COUNTER - FLASHING. 52 METAL SLEEVE THROUGH DECK, BY CONTRACTOR. 53 INSULATED LINER. 54 ##74004 PORTAL PLUS VENT W /INSECT SCREEN SET IN ROOFING CEMENT. 55 BACKER ROD AND SEALANT. 56 FACE PLATE. 57 "ALUMI- FLASH" BASE SET IN ROOF CEMENT. STANDING SEAM DRIVE � � C_ HOOK SEAM INSIDE SLIP (POCKET) DOUBLE S COPING CAP SPLICE DETAILS �1 T dkA r W. � I HEREBY CERTIFY THAT TH15 PLAN AND SPECIFICATION WA5 PREPARED BY ME OR UNDER MY DIRECT 5UPERV15ION AND THAT I AM DULY REGI5TERED ARCHITECT UNDER THE LAWS OF THE 5TATE OF UTAH A5 51GNED BY MY HAND AND 5EAL. 00 T --- 1 G O O w 0 w E4 �° ,.O W V TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CON5TRUCTION APPROVAL IREV15IONS: PROJECT No.: 05-006 DATE: O I / 1 6/06 5t1EET TITLE: ROOF DETAILS SHE I .4 FLAT�O S2" 4 MBING VENT > S4CALE.: NTS TOWER CORNER DETAILS -�-� 0 O � 0 o O r O � _ O ve 0 0 4 L � N .�aLr\ a O 00 T --- 1 G O O w 0 w E4 �° ,.O W V TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CON5TRUCTION APPROVAL IREV15IONS: PROJECT No.: 05-006 DATE: O I / 1 6/06 5t1EET TITLE: ROOF DETAILS SHE I .4 FLAT�O S2" 4 MBING VENT > S4CALE.: NTS TOWER CORNER DETAILS ) IA��ff��ATI�ON /8 0 NORTH ELEVATION /8 O @ 4 �L�VATION /8 0 FINISHED FLO ORS TOWER PARAPET MAIN PARAPETj � TOP CHORD J015T 13PG,,6 0 101 ]S w I Q WAAAK UYINFAM11 ip FINISHED FLOOR E ?NT , TOWER ELEVATION /8 0 • •. -. •' Of MA50N MAIN PARAPET,- 1• CH ORD J015T i" m LOO wm I of 9 ff, I'S i - %_'. K* i IN - 4 pm [a] 1 - 02 m ril t4tra MA FINISHED FLOORr6 TOWER PARAPET TOP OF MA5ONKY MAIN PARAPET TOP CHORD JOIST BRG TOP CHORD JOIST BRG Ak EXTERIOR ELEVATIONS KEYED NOTES DESCRIPTION O UTILITY SIZE FACE BRICK. NO MITERED CORNERS AT ENTRANCE PIERS. USE 135 SPECIAL BRICK SHAPE. O SPLIT -FACE BLOCK. 30 SMOOTH -FACED MANUFACTURED LIMESTONE. O PRE FINISHED SHEET METAL COPING, GUTTERS, AND DOWNSPOUTS. INTERNAL ROOF DRAINS ARE PREFERRED IN NORTHERN CLIMATES. GUTTERS AT DRIVE -THRU TO MATCH ROOF COLOR. O WALL HYDRANT. O RED "WALGREENS" SCRIPT SIGN, INTERNALLY ILLUMINATED. SEE DETAILS ON SHEET A5.2. O INDIVIDUAL LETTER SIGN. O ROOF LINE. O TOTE ROOF. SEE SHEET CG.2. 0 INDIVIDUAL LETTER SIGN. SEE SHEET. A5.2. ! I WALL- MOUNTED LIGHT. SEE ELECTRICAL DRAWING. AT TRASH COMPACTOR CONDITIONS WHERE THERE 15 A SECOND SEPARATE ENCLOSURE, PROVIDE A SECOND FIXTURE. 2 RAIN SHIELD. 3 TRASH COMPACTOR AND TOTE ENCLOSURES. SEE DETAILS ON SHEET CG.2. 4 PIPE BOLLARD. SEE DETAIL. C 5 FLEXIBLE DELINEATION POST. FASTEN TO CONCRETE WITH BOLTS. 6 WINDOW SIGN. SEE SHEET A5.2. O 7 1 /8" THICK BENT STEEL PLATE (TO PROTECT DOWNSPOUT), BOLTED TO MASONRY. COPE AROUND BULLN05E. SEE DETAIL I O/A2.2. 8 "CLEARANCE" SIGN. SEE DETAIL ON SHEET A5.2. 9 WALGREEN NEON GRAPHIC BEYOND. SEE DETAIL ON SHEET A5.2. 20 GLAZING SYSTEM. 2B STANDING SEAM METAL ROOF. 22 2GGA. GALVANIZED "M" PANEL WITH END CLOSURES. PREFIN15HED IN STANDARD COLOR THAT M05T APPROXIMATES THE ADJACENT BRICK. 23 AWNING DASHED IN FORCLARITY. 24 BOTTOM OF LOWER CASE LETTERS TO BE A MINIMUM OF 18" BELOW ROOF LINE; OR SIGN TO BE MOUNTED ON RACEWAY TO AVOID ROOF MEMBRANE PENETRATION. PAINT RACEWAY TO MATCH BRICK. 25 STONE 51LL (TYP.). 26 ROOF SCUPPERS AT INTERVALS AS REQUIRED BY SPECIFIC JOE INTERNAL ROOF DRAINS WITH OVERFLOW SCUPPERS ARE REQUIRED IN NORTHERN CLIMATES. ALIGN STORM SEWER ENTRANCE @ GRADE WITH SCUPPERS ABOVE WHEN D0WN5P0UT5 ARE USED. 27 VERTICAL FLUSH METAL SEAMED PANELS. COLOR TO MATCH ROOF. 28 COLUMN. PAINT BM. #HC- BI- MANCHESTER TAN. 29 ROUGH -FACED MANUFACTURED LIMESTONE. 3o ROUGH - FACED END (MANUFACTURED LIMESTONE). 3! SMOOTH -FACED END TO RECEIVE AWNING BRACKET. 32 FACADE ACCENT LIGHT. SEE ELEC. DRAWINGS 33 STEP FLASHING W/ CAP FLASHING. 34 CONTROL JOINT W /BACKER ROD AND SEALANT - COLOR TO MATCH ADJACENT MATERIAL. 35 I " RAKED JOINT W/ BACKER ROD AND SEALANT - COLOR TO MATCH ADJACENT MATERIAL. 36 CHISELED -FACE STONE VENEER, "R0CKCA5T" 5T -003CH 37 FLOODLIGHT. SEE ELECTRICAL DRAWINGS 38 RECESSED BRICK VENEER 39 SPANDREL PANEL 40 4' -G' RADIUS ARCHED 50LDIER COURSE BRICK VENEER SIGN AREA SUMMARY ELEVATION # I 20-8 12" WALGREENS SCRIPT SIGN 55.8 S.F. 18" 1 -HR PHOTO INDIVIDUAL LETTER 21.0 S.F. 18" 24 HR INDIVIDUAL LETTER 9.3 S.F. 18" PHARMACY INDIVIDUAL LETTER 19.2 S.F. ELEVATION #2 105.3 S.F. 2G' -8 112" WALGREENS SCRIPT SIGN 55.8 S.F. 18" 1 -HR PHOTO INDIVIDUAL LETTER 21.0 S.F. 18" 24 HR INDIVIDUAL LETTER 9.3 S.F. 18" PHARMACY INDIVIDUAL LETTER 19.2 S.F. 10" DRIVE THRU PHARMACY INDIVID. LETTER 12.G S.F. ELEVATION #3 1 1 7.9 S.F. 2G' -8 12" WALGREENS SCRIPT SIGN 55.8 S.F. O ELEVATION #4 O 20-8 ! 2" WALGREENS SCRIPT SIGN 55.8 S.F. 10" EXIT INDIVIDUAL LETTER 2.1 S.F. 57.9 S.F. TOTAL BUILDING 51GNAGE 336.9 S.F. SITE SIGN AREA ONE PYLON 51GN: UPPER CABINET I X 88.9 = 88.9 S.F. LOWER CABINET I X 24.83 = 24.83 S.F. TOTAL 51TE 51GNAGE 1 13.68 S.F. TOTAL 51GNAGE AREA 450.58 S.F. SIGN ZONING VARIANCES ALL DEVELOPMENT VARIANCES, INCLUDING BUILDING SIGNS AND PYLON /MONUMENT SIGNS ARE THE RESPONSIBILITY OF THE DEVELOPER AND HIS ARCHITECT. IF THE DEVELOPER AND H15 ARCHITECT W15H TO HIRE A SIGN CONSULTANT, AT THEIR EXPENSE, TO ASSIST IN THE APPROVAL PROCESS, PLEASE CONTACT THE WALGREENS PROJECT ARCHITECT FOR GEOGRAPHIC RECOMMENDATIONS. A SIGN CODE ANALY515 WITH PRELIMINARY ELEVATIONS AND PROPOSED 51GNAGE 15 TO BE PROVIDED TO THE WALGREENS PROJECT ARCHITECT FOR APPROVAL PRIOR TO ZONING SUBMISSION. THI5 ANALY515 15 TO BE PROVIDED AS 50ON AS P0551BLE AND PRIOR TO LEASE EXECUTION. I HEREBY CERTIFY THAT THI5 PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT 5UPERV1510N AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNED BY MY HAND AND SEAL. W r� G G O O 44 0 .� O w E_ EP Z 44 Q� THI5 DRAWING HAS BEEN ISSUED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL PROJECT No.: 05 -OOG DATE: 01 / I G /OG SHEET No.: A2. I p SOUTH ELEVATION /8" = I'_0 " —I—� 0 0 � � O -6 O 0 DO 0 0 � W E o W r� G G O O 44 0 .� O w E_ EP Z 44 Q� THI5 DRAWING HAS BEEN ISSUED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL PROJECT No.: 05 -OOG DATE: 01 / I G /OG SHEET No.: A2. I p SOUTH ELEVATION /8" = I'_0 " 1E /'.�,1�3R P�ATTE�RN i , 5� Will i '.1 FOR KEYED NOTE I HEREBY C UlU lut THAT I nu PLAN AND 5FECIMCATION i WA5 FREFARED BY ME OK i UNDER MY DIRECT 5UPEKV15ION AND THAT 1 Z 1 Y AM DULY REG15TERED WALL ARCHITECT UNDER THE W5 OF THE STATE OF UTAH A5 5IGNED BY MY HAND AND SEAL. 5ETBACKTYPICAL 0 EQ 5EE 5HM A2.1 FOR KEYED NOTE V c Q P 5ETBACK CON nNUO 5 : '' � u 05 (rYFICNL OF 2) � �� ,.y4 � 0 5EE 5HEET A2.1 FOR KEYED NOTE .,' iia) IOU 'r"' I COMM 8Rlac � lue 4 COURSE BRICK TH15 D RAWING hA5 BEEN 155M FOR: 5TONE VENEER REVIEW 5EE 5HEET A2.1 FOR KEYED NOTE PERM1Tt1NG x a..xat. L �s r s Y +.tr j iii✓ dgs . i• r �• t•Y,t =�i S l ✓I RUC M7 � ` " p �L ��r r '?s��: �yLr!� � '�"�p.� N� �q .. a,m�,�t"•ywg� ,_g �, ;+ * . �i' . 'w.Sl.i� x�"ra .�r St"'•J[: "��} t y�.' J w� =P „ y i ' ��' tk f X u r i A, e�: Ja�4w �, `t •r . � k'"�� a ' + �,w'S��� F �1 MAC' `�`� {'� ,. }y'�.A+ _ �e, } +•+���? t!•' � La �' : aa�� ' , � , C � ^4 "'.Z = tq� ' a ��'yp .J„'.c.•¢t � .• �w }�.,twia By ,�Jic,�j » g'74• ..... s i �4�, t+ �•.r A'tyt ..'J'1's t t. R a`i. r Z �' i + y y.a� ,.tk�� ati }a.a tia by,�+" ; *gr��:" �. �%h t �x r � `.k= i� i'� y. 3`�l 9 'LTI�� �wt M h� i• � �... .�,y;. , tier r ts!' g�""�' ;PAZ p f�• ` y . .? ±;. L Y•t PROJECT No.: 05-O P ATE: 41/1 , BRICK VENEER PATTERN 5HEET TITLE: ELEVATION5 SHEET No.: a A 2* 14a A A 13 PREFIN15MED MTL. COPING 1 CUT 2X BLOCKING WRAP FLASHING MEMBRANE UP # OVER — —'� PARAPET t ON TO FIELD OF ROOF G" MIN 4" CANT STRIP I TOP OF CMU �T� OF CMU I - u 2X P.T. WD. BLOCKING MODIFIED BITUMEN ROOF SYSTEM OVER I •� 1/2 WD FIBER BD. ON 2 1/2" POLM50. SOLDIER COURSE, CONTINOU5 014. SOLDIER COURSE, CONTINOU5 •t4 ' IN5UL. ON 1 1/2 MTL. ROOF DECK. I Its' I SLOPE 114" PER FT. E J015T BEARING_ ( FRONT) II. I JO15T BEARING I STEEL JOISTS VARI L5 + . I I'I a .It a _ •ii I.t !I 8" BOND BEAM •lr t tl IT �. tI Fi a ,11 ° 1 a •I � ,I1 II A WA 44 u LL 5ECTIONS 3 = I ' -0" FACE BRICK OVER 2" AIR GAP ON 8" C.M.U. WITH HORIZ. MA50NRY TIES AT I G" O.C. MASTIC DAMPPROOFING ON EXT. FACE OF C.M.U. FUL MGT. OF CAVITYrl SOLDIER COURSE ARCH DETAIL, SEE ELEVATIONS • Ei e q. Il ll • I I' FI a. •l� .. 1, I I I I ' I I rr'' t'I lI 1I II rl ii . � I I i I I Ir . I I e 8" BOND BEAM TOP AT 10'-8" A.F.F. 5/8" GYP. BD. OVER 1 -1 /2" MTL. Z- FURRING CHANNELS @ 24" O.C. OVER 1 -1/2" RIGID INSULATION. 8" LIGHTWEIGHT CMU W/ HORIZ. REINF. _ STEEL VERTICAL REINF. IN FILLED CELL, EXTENDED THROUGH PARAPET. SEE STRUCTURAL FOUNDATION PLAN SHEET 51 , 1 Ox ° "` • I1. 1/2" EXPAN51ON JNT. CONCEALED THRU -WALL FLA5MING. FILL O .I► O 8 00 5/8" GYP. BD. OVER 1 -1 /2" MTL. FACE BRICK OVER 2" AIR GAP ON 8" C.M.U. � c V .tl Z- FURRING CHANNELS @ 24" O.C. a � COMPACTED CRUSHED STONE WEEP HOLES OVER 1 -1/2" RIGID INSULATION. WITH HORIZ. MASONRY TIE5 AT I G" O.C. AT 24 O.C. l • I,t !t }' alr. CAULK e SLOPE 114" PER FT. 'gt::�4' 'd -- 8' LIGHTWEIGHT CMU W/ HORIZ. REINF. MASTIC DAMPPROOFING ON EXT. It Q) STEEL VERTICAL REINF. IN FILLED CELL, FACE OF C.M.U. FUL MGT. OF CAVITY r I e Ir ' EXTENDED THROUGH PARAPET .SEE STRUCTURAL FOUNDATION PLAN SHEET 51 .1 . r} lI e tl a ° I j t.l al 'I 'Ir !1 It . Ll li i 8" BOND BEAM TOP AT 10' -8" A.F.F. ,Il I,t II , •IT !1 elt lI 11 a ,It' lI II , 5U5P. ACOUSTICAL TILE CEILING °1. •ir rl 5/8" GYP. BD. OVER I- 1 /2" MTL. Z- FURRING CHANNELS @ 24" O.C. .I } ' I't OVER 1 -1/2" RIGID INSULATION. • I1 a i'l 2X8 WOOD GROUNDS FACE BRICK OVER 2" AIR GAP ON 8" C.M.U. z WITH MORIZ. MA50NRY TIES AT I G" O.C. w .IT U !1 ° -- 8" LIGHTWEIGHT CMU W/ HORIZ. REINF. MASTIC DAMPPROOFING ON EXT. i` 0 FACE OF C.M.U. FUL MGT. OF CAVITY w ,11 a � w STEEL VERTICAL REINF. IN FILLED CELL, II e EXTENDED THROUGH PARAPET. 5EE = STRUCTURAL FOUNDATION PLAN SHEET 5 1. 1 U .IT rt W = CH15EL -FACE CMU (5UFF5TONE COLOR) ''`' it z 2X8 WOOD GROUNDS It Ou lI U 1/2' EXPAN51ON JNT. CONCEALED THRU -WALL FLASHING. FILL ;li' 4" CONC. SLAB W/ GXG 10 /1 O W.W.M. CAVITY W/ MORTAR BELOW FLASHING ON 24" WIDE 2" PERIMETER INSUL. ON ' U 15 MIL. VAPOR RETARDER OVER G" ASPHALT LOT PAVING WEEP HOLES COMPACTED CRU5MED STONE A5 SPECIFIED AT 24 O.C. s CHAMFER CORNER 3/4" CAULK ' SLOPE 1 14" PER FT. ' a ./ ° I p• d•. ° �'.'- a all ry ° I I I I I I I I I I 4 1�; I— `'9 .• II•,. • .11, • I — I .�•.== ,I I -�.� — 2u PERIMETER IN5UL. CONY. _ ,a.l�_,t: �>a: : ti . .. ��•'�� BETWEEN FTG. AND SLAB _.` ' •' — CONCRE'T'E FOUNDATION 2' -0" MIN. 5EE 5TRUCTURAL DRAWINGS. — REINF. CONC. FTG. A WA 44 u LL 5ECTIONS 3 = I ' -0" FACE BRICK OVER 2" AIR GAP ON 8" C.M.U. WITH HORIZ. MA50NRY TIES AT I G" O.C. MASTIC DAMPPROOFING ON EXT. FACE OF C.M.U. FUL MGT. OF CAVITYrl SOLDIER COURSE ARCH DETAIL, SEE ELEVATIONS • Ei e q. Il ll • I I' FI a. •l� .. 1, I I I I ' I I rr'' t'I lI 1I II rl ii . � I I i I I Ir . I I v 8" BOND BEAM TOP AT 10'-8" A.F.F. 5/8" GYP. BD. OVER 1 -1 /2" MTL. Z- FURRING CHANNELS @ 24" O.C. OVER 1 -1/2" RIGID INSULATION. 8" LIGHTWEIGHT CMU W/ HORIZ. REINF. _ STEEL VERTICAL REINF. IN FILLED CELL, EXTENDED THROUGH PARAPET. SEE STRUCTURAL FOUNDATION PLAN SHEET 51 , 1 Ox ° "` • I1. PREFIN15HED MTL, COPING CUT 2X BLOCKING 8' BOND BEAM WRAP FLASHING MEMBRANE UP # OVER PARAPET t ON TO FIELD OF ROOF G" MIN 4" CANT STRIP 2X P.T. WD. BLOCKING MODIFIED BITUMEN ROOF 5Y5TEM OVER 1/2* WD FIBER BD. ON 2 1/2" POLY150. IN5UL. ON I 1 /2" MTL. ROOF DECK. 5/8" GYP. BD. OVER 1 -1 /2" MTL. Z- FURRING CHANNEL5 @ 24" O.C. OVER 1 -1/2' RIGID INSULATION. 8' LIGHTWEIGHT CMU W/ HORIZ. REINF. STEEL VERTICAL REINF. IN FILLED CELL, EXTENDED THROUGH PARAPET. SEE STRUCTURAL FOUNDATION PLAN SHEET 51.1 5U5P. ACOUSTICAL TILE CEILING 8' BOND BEAM TOP AT I O' -8' A.F.F. .Ii rl z I ' J W .I{ U l{ p • I I' W a... � • li' w FACE BRICK OVER 2" AIR GAP ON 8" C.M.U. ii p u WITH HORIZ. MA50NKY TIES AT I G" O.C. °I W .IT cf] rl. 5/8" GYP. BD. OVER 1 -1 /2" MTL. Z- FURRING CHANNELS @ 24" O.G. PRE - FABRICATED •'i 'w OVER 1 -1/2 RIGID INSULATION. FI = CONC. 51LL "q'., . U z il . =3 -IT rI " .. 8" LIGHTWEIGHT CMU W/ NOKIZ. REINF. MA5TIC DAMPPROOFING ON EXT. FACE OF C.M.U. FUL MGT. OF CAVITY f' 1 I. a. . STEEL VERTICAL REINF. IN FILLED CELL, ii. EXTENDED THROUGH PARAPET. SEE STRUCTURAL FOUNDATION PLAN 5HEET 51 .1 CM15EL- -FACE CMU (5UFF5TONE COLOR) • I I ' � 1 /2' EXPAN51ON JNT. a.. CONCEALED THRU -WALL FLA5HING. FILL 4" CONC. SLAB W/ GX6 10 /10 W.W.M. CAVITY W/ MORTAR BELOW FLASHING w ON 24" WIDE 2" PERIMETER IN5UL. ON U ` »'} a 15 MIL. VAPOR RETARDER OVER G" WEEP HOLES ► ' COMPACTED CRU5MED STONE TM `" • t AT 24 O.C. 0- CAULK SLOPE 1 14" PER FT. ,'di�l I . I • ' 4 .. `' .1 f . • •t h .' 0 0 0 0 o v o 0 0 ' I I I I III J o 0 0 0 0 0 0 0 0 0 .• II 'Ji'• 2" PERIMETER IN5UL. CONT. " •Il';•.' 4 • • :.i� ,... ��. BETWEEN FTG. AND SLAB CONCRETE FOUNDATION 2' -O" MIN. SEE 5TRUCTURAL DRAWING5. REINF. CONC. FTG. 8 WALL SECTIONS 3/4 — 1 -0 A 13 „h TOP OF CMU ( I 1 1--8, —,— 5OLDIER COURSE, CONTINOU5 I Ir. i .ir N I ll GALV. STEEL SLEEVE ANCHORED AT G" O.C. PR- FINI5HED TO MATCH DOWNSPOUTS. � CONDUCTOR HEAD I PREFINISHED MTL. COPING CUT 2X BLOCKING 8" BOND BEAM WRAP FLASHING MEMBRANE UP 4 OVER PARAPET * ON TO FIELD OF ROOF G" MIN 8" BOND BEAM TOP AT I O' -8" A.F.F. 2X P.T. WD. BLOCKING MODIFIED BITUMEN ROOF SYSTEM OVER 1/2" WD FIBER BD. ON 2 1/2" POLYI50. IN5UL. ON 1 112" MTL. ROOF DECK. y e f ,1 . e� i��3 T j• peBe �'ba �16a &��� i HEREBY CERTIFY THAT TM15 PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT 5UPERV1510N AND THAT I AM DULY REG15TER -D ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS 51GNED BY MY HAND AND SEAL. v OJ015T MAKI R , G (RE TT�7A. F. r. r ..r.—j \�\\ I} , _ �, I l.I it ii i I} B 13 .r, FACE BRICK OVER 2' AIR GAP ON 8" C.M.U. WITH HOKIZ, MA5ONKY TIES AT I G' O.C. .� 5/8" GYP. BD. OVER 1 -1/2" MTL. Z- FURRING CHANNELS @ 24" O.C. OVER 1 -1 /2" RIGID INSULATION. MASTIC DAMPPROOFING ON W. (} FACE OF C.M.U. FUL MGT. OF CAVITY — 8" LIGHTWEIGHT CMU W/ HORIZ. REINF. ar _ STEEL VERTICAL REINF. IN FILLED r ' CELL, EXTENDED THROUGH PARAPET. SEE STRUCTURAL r� FOUNDATION PLAN SHEET 51 . 1 FACE BRICK OVER 2" AIR GAP ON 8" C.M.U. WITH MORIZ. MASONRY TIES AT I G" O.C. MASTIC DAMPPROOFING ON EXT. FACE OF C.M.U. FUL MGT. OF CAVITY CHISEL -FACE CMU (BUFF5TONE COLOR) * ,tt, a 1 •1} •It'. A. '�.. a) .. 1, I I I I ' I I rr'' t'I lI 1I II rl ii . � I I i I I Ir . I I v 8" BOND BEAM TOP AT 10'-8" A.F.F. 5/8" GYP. BD. OVER 1 -1 /2" MTL. Z- FURRING CHANNELS @ 24" O.C. OVER 1 -1/2" RIGID INSULATION. 8" LIGHTWEIGHT CMU W/ HORIZ. REINF. _ STEEL VERTICAL REINF. IN FILLED CELL, EXTENDED THROUGH PARAPET. SEE STRUCTURAL FOUNDATION PLAN SHEET 51 , 1 Ox ° "` • I1. 1/2" EXPAN51ON JNT. CONCEALED THRU -WALL FLA5MING. FILL O —� II � O 8 00 E v � c V . •d � COMPACTED CRUSHED STONE WEEP HOLES co AT 24 O.C. }' alr. CAULK SLOPE 114" PER FT. 'gt::�4' 'd a 'tom Q) v OJ015T MAKI R , G (RE TT�7A. F. r. r ..r.—j \�\\ I} , _ �, I l.I it ii i I} B 13 .r, FACE BRICK OVER 2' AIR GAP ON 8" C.M.U. WITH HOKIZ, MA5ONKY TIES AT I G' O.C. .� 5/8" GYP. BD. OVER 1 -1/2" MTL. Z- FURRING CHANNELS @ 24" O.C. OVER 1 -1 /2" RIGID INSULATION. MASTIC DAMPPROOFING ON W. (} FACE OF C.M.U. FUL MGT. OF CAVITY — 8" LIGHTWEIGHT CMU W/ HORIZ. REINF. ar _ STEEL VERTICAL REINF. IN FILLED r ' CELL, EXTENDED THROUGH PARAPET. SEE STRUCTURAL r� FOUNDATION PLAN SHEET 51 . 1 FACE BRICK OVER 2" AIR GAP ON 8" C.M.U. WITH MORIZ. MASONRY TIES AT I G" O.C. MASTIC DAMPPROOFING ON EXT. FACE OF C.M.U. FUL MGT. OF CAVITY CHISEL -FACE CMU (BUFF5TONE COLOR) * ,tt, a 1 •1} •It'. A. '�.. a) .. 1, I I I I ' I I rr'' t'I lI 1I II rl ii . � I I i I I Ir . I I 8" BOND BEAM TOP AT 10'-8" A.F.F. 5/8" GYP. BD. OVER 1 -1 /2" MTL. Z- FURRING CHANNELS @ 24" O.C. OVER 1 -1/2" RIGID INSULATION. 8" LIGHTWEIGHT CMU W/ HORIZ. REINF. _ STEEL VERTICAL REINF. IN FILLED CELL, EXTENDED THROUGH PARAPET. SEE STRUCTURAL FOUNDATION PLAN SHEET 51 , 1 Ox ° "` • I1. 1/2" EXPAN51ON JNT. CONCEALED THRU -WALL FLA5MING. FILL 4" CONC. SLAB W/ 6X6 f O/i O W.W.M. CAVITY W/ MORTAR BELOW FLASHING ON 24" WIDE 2" PERIMETER IN5UL. ON DOWNSPOUT TRAN51TION BOOT 15 MIL. VAPOR RETARDER OVER G" .l} COMPACTED CRUSHED STONE WEEP HOLES 0 0 0 � t l •i •• �' I! 0 0 0 - o 'tj •;: • � ' a ' , • ' 0 0 0 0 o REVISIONS: i o sl;: •;''•�I� r — I I I I III I I I i -- - -- 1I l I I III I I I I ' +'' }. :I � ••4 — • Jr- 1 .,... I 2 PERIMETER IN5UL. CONT. _ ' 4'r "• Ty = .. iL I BETWEEN FTG. AND SLAB PROJECT No. CONCRETE FOUNDATION 2' -0" MIN. _05 - Xxx _ — 5EE 5TRUCTURAL DRAWINGS. REINF. CONC. FTG DATE: 08/22/05 I III III III III III- C WALL SECTION5 SPIFFY TITLE: WALL SECTIONS SHEET No.: A2.2 ° "` • I1. 1/2" EXPAN51ON JNT. CONCEALED THRU -WALL FLA5MING. FILL 4" CONC. SLAB W/ 6X6 f O/i O W.W.M. CAVITY W/ MORTAR BELOW FLASHING ON 24" WIDE 2" PERIMETER IN5UL. ON DOWNSPOUT TRAN51TION BOOT 15 MIL. VAPOR RETARDER OVER G" .l} COMPACTED CRUSHED STONE WEEP HOLES AT 24 O.C. }' alr. CAULK SLOPE 114" PER FT. •1 0 0 0 � t l •i •• �' I! 0 0 0 - o 'tj •;: • � ' a ' , • ' 0 0 0 0 o REVISIONS: i o sl;: •;''•�I� r — I I I I III I I I i -- - -- 1I l I I III I I I I ' +'' }. :I � ••4 — • Jr- 1 .,... I 2 PERIMETER IN5UL. CONT. _ ' 4'r "• Ty = .. iL I BETWEEN FTG. AND SLAB PROJECT No. CONCRETE FOUNDATION 2' -0" MIN. _05 - Xxx _ — 5EE 5TRUCTURAL DRAWINGS. REINF. CONC. FTG DATE: 08/22/05 I III III III III III- C WALL SECTION5 SPIFFY TITLE: WALL SECTIONS SHEET No.: A2.2 O IL TOP OF BLOCKING AT ` 1`'- 1- 1/2H A. F. 3/4 " PLYWOOD STAGGERED, GLUED AND 5CKEWED G" OC.— FOR TOP WALL CAP PREFIN15MED COPING # 12 TEK - SCREW 12" O.C. MAX 5X5X5/ 1 G STEEL ANGLE O gL TOP OF STEEL 125 , -6 11 . f. -�OF STOREFRONT - CAULK ENTIRE PERIMETER 3 -5/8" 20 -GA MTL. STUDS AT I G" O.C. W/ 1/2' EXT. GRADE SHEATHING OVER 15# FELT 2X P.T. WOOD BLOCKING 4" CONT. PERFORATED SOFFIT SCREEN VENT ALUM. STOREFRONT W/ I14 GLAZING 5/8" EXTERIOR GYP. BD. (PAINTED BENJAMIN MOORE "DECORATOR WHITE) ON G' MTL. STUDS AT 16" O.C. 4" CANT STRIP MODIFIED BITUMEN ROOF 5Y5TEM OVER 1/2" WD. FIBER BD. ON 2 1/2 MTL. ROOF DECK v m 5/8" PAINTED EXTERIOR GYP. BD. ON 3 5/8' MTL. 5TUD5 AT I G" O.C. 1/2" PLYWOOD OVER 2X P.T. WD. BLOCKING CAULK ENTIRE PERIMETER ROUGH FACED MANUFACTURED LIMESTONE O IL BOTTOM OF STOREFRONT , . THROUGH WALL FLASHING W/ WEEPS AT 24"0.C, FLASHING TO COME OUT ABOVE MTL. REGLET K LIGHT FIXTURE TO BE MOUNTED ABOVE A25 WINDOW HEADER AND CENTERED IN AWNING WIDTH. COORD. W/ ELECT. 5X2 TUBE STEEL AWNING WITH STANDING SEAM METAL ROOF. SEE 3/A2.5 FOR FRAME ELEVATION 3' -0" MIN. .II : u. II a -T u° . LI •11 II 11 F g. ct zz COORDINATE DUCT ACCE55 FOR FRONT DOOR REGISTERS SEE ELECTRICAL DRAWINGS. MA50N TO — COORDINATE W/ ELECT CONTRACTOR FOR FIXTURES REQUIRING ELECTRICAL FEED. MODIFIED BITUMEN ROOF SYSTEM OVER 1/2' WD. FIBER BD. ON 1 1/2" MTL. ROOF DECK ROOF DECK 5ffAPING VAKI L5 27 A41 I I I I I — RECE55. TO BE F — AT-5' -0 0:6—. 0 REEN5 2" PERIMETER INS L. CONT. BETWEEN FTG. AND SLAB CUT 2X BLOCKING 3'X 3/8' BAR STOCK �-. --- ROOF MEMBRANE TYP. LADDER RAIL5 124" APART) 8" BOND BEAM ARCHITECT UNDER THE W/ #7 REBAR RUNGS AT I o — A25 F — 12 " WEt9ED. - PRIN Et9- FURRING CHANNELS 24" O.C. OVER 1 1/2" RIGID INSULATION CH15EL -FACE CMU MUFF5TONE COLOR) I I q :: 8 FIN15H TYP. 8' CMU WITH CELLS WITH HORIZ.- 3'X 3/8" BAR STOCK TO I SECURE LADDER TO STEEL BEAM I MASTIC DAMPPROOFING ON EXT. FACE OF C.M.U. FULL HGT. OF CAVITY I FLATTENED STEEL I — — STEEL VERICAL REINF. IN FILLED CELLS EXPANDED SECURITY MESH 314" X I G GA. MIN. FASTENED TO MTL. STUDS CONCEALED THRU -WALL I ON WALGREEN5 SIDE. STRUCTURAL FODUNDATION PLAN SHEET 51.1 II. S EXTEND TO ROOF DECK FLASHING. FILL CAVITY W/ 3'X3 "X 1/4' ANGLE I \ STEEL LINTEL BEAM, 5/8" GYP. BD. ' MODIFIED BITUMEN ROOF SYSTEM OVER 1/2' WD. FIBER BD. ON 1 1/2" MTL. ROOF DECK ROOF DECK 5ffAPING VAKI L5 27 A41 I I I I I BRICK VENEER BEYOND — 1 14" CLEAR GLA55 IN ANODIZED ALUMINUM FRAME W MOTION DETECTOR AND PRESENCE SENSOR � z u.. O VINYL WALL COVERING - j THROUGHOUT VE5TIBULE O m O AUTOMATIC ENTRACE - DOORS AND TRANSOM 1/2" EXPAN51ON JOINT ALUM. THRESHOLD SET IN FULL BED OF MASTIC PVC FLOORING 5Y TEM IN 1/2" RECE55. TO BE F RNI5HED 4 I NTALLED BY WALG REEN5 2" PERIMETER INS L. CONT. BETWEEN FTG. AND SLAB CUT 2X BLOCKING UNDER MY DIRECT �-. --- ROOF MEMBRANE TYP. AM DULY REGISTERED 8" BOND BEAM ARCHITECT UNDER THE CA51NG BEAD 5/8" GYP. BD. OVER 1 1/2" MTL. Z UTAH AS SIGNED BY MY A25 F HAND AND SEAL. FURRING CHANNELS 24" O.C. OVER 1 1/2" RIGID INSULATION CH15EL -FACE CMU MUFF5TONE COLOR) I I q :: 8 8' CMU WITH CELLS WITH HORIZ.- BENT REINFORCING MASTIC DAMPPROOFING ON EXT. FACE OF C.M.U. FULL HGT. OF CAVITY I I — — STEEL VERICAL REINF. IN FILLED CELLS EXTENDED THROUGH PARAPET SEE CONCEALED THRU -WALL I STRUCTURAL FODUNDATION PLAN SHEET 51.1 II. S FLASHING. FILL CAVITY W/ STEEL LINTEL BEAM, I . I MORTAR NET (TY1') BELOW I .,.`; I 2 X 8 WOOD GROUNDS R -19 KRAFT FACED L J SEE STRUCTURAL GATT IN5UL. 1/2" STEEL PLATE SECURITY MESH PAINT UNDER5IDE OF ROOF I L "PARCHMENT" (TYP) L A25 METAL SNOW GUARDS CAULK ENTIRE PERIMETER BOTH SIDES =/ - L BRICK VENEER BEYOND — 1 14" CLEAR GLA55 IN ANODIZED ALUMINUM FRAME W MOTION DETECTOR AND PRESENCE SENSOR � z u.. O VINYL WALL COVERING - j THROUGHOUT VE5TIBULE O m O AUTOMATIC ENTRACE - DOORS AND TRANSOM 1/2" EXPAN51ON JOINT ALUM. THRESHOLD SET IN FULL BED OF MASTIC PVC FLOORING 5Y TEM IN 1/2" RECE55. TO BE F RNI5HED 4 I NTALLED BY WALG REEN5 2" PERIMETER INS L. CONT. BETWEEN FTG. AND SLAB m ! L iil III WALL SECTIONS D 3/411 = I 1 -011 - -- Q N 2X PT. WD. BLOCKING �— – GRAVEL STOP 3' -G" LONG OVER DOOR FRAME — PRE- FINI5HED ALUM GUTTER RAIN HOOD -- STEEL BEAM EXTERIOR 51DING 25 GA. GALVANIZED "M" STEEL COLUMN BEYOND PANEL WITH END CLOSURES, ON 314" EXT. I PLYWOOD SHEATHING ON 3 5/8" METAL _ STUDS AT I G" O.C. A2 MUST BE PRE - FINISHED TO MATCH ADJACENT BRICK COLOR I HOLLOW MTL. DOOR W /FRAME ON dW ALL 4 SIDES W/DEADBOLT E WEATHERSTRIPPING EXTEND FLASHING UP TO BOTTOM OF MTL. FRAME AND TERMINATE W/ TERMINATION BAR. EXTEND MEMBRANE G" MIN. UNDER MTL. PANELS ELSEWHERE MOTION DETECTOR AND PRESENCE SENSOR OPAQUE SPANDREL GLA55 PANEL •• s CONCRETE FOUNDATION. 2' -0" MIN., SEE STRUCTURAL DRAWINGS. REINF. CONCRETE FOOTING AUTOMATIC ENTRANCE DOORS AND TRANSOM 4" CONC, 5LA13 W/ G X G I O/ 10 W.W.M. ON 24" WIDE 2" PERIMETER IN5UL. ON 15 MIL. VAPOR RETARDER OVER G" COMPACTED CRUSHED STONE I DETAIL 11 3 — I -0 12" CONT. BOND BEAM W/ STEEL REINFORCEMENT ' II Ir 11 dN MANE. UMETTONE OVER 2" AIR GAP ON 1 2" C.M.U. 4 HORIZ -BINT� MASONRY TIES AT I G" O.C. , PI IP • STEEL LINTEL BEAM, SEE II. STRUCTURAL i P° J FACE BRICK OVER 2" AIR GAP A25 WITH ON 8' C.M.U. 4 MASONRY TIES AT I G" O.C. LIGHT FIXTURE TO BE MOUNTED ABOVr- WINDOW HEADER AND CENTERED IN / AWNING WIDTH. COOOD. W/ ELECT. / THROUGH WALL FLASHING m W/ WEEPS AT 24" O. L A25 / A25 I I - -.... _ _ PAINTED UNDERSIDE OF ROOF "PARCHMENT' (TYP) GXG STEEL ANGLE —� PAINTED EXPOSED STEEL (1YP) BACKER ROD AND CAULK LINE OF MANUF. LIMESTONE - PILASTER BEYOND ALUM. STOREFRONT WINDOW SYSTEM _I I if' II, u. n.a -1 u . II , al PREFINI5HED MTL. COPING I 12" CONT. BOND BEAM W/STEEL REINFORCEMENT ALUM, SILL THRESHOLD SET IN MASTIC I WRAP FLASHING MEMBRANE UP * OVER PARAPET # ON TO FIELD OF ROOF G" MIN. I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION I 4" CONT. CANT STRIP WAS PREPARED BY ME OR CUT 2X BLOCKING UNDER MY DIRECT SUPERVISION AND THAT 1 ROOF MEMBRANE TYP. AM DULY REGISTERED 8" BOND BEAM ARCHITECT UNDER THE LAWS OF THE STATE OF 5/8" GYP. BD. OVER 1 1/2" MTL. Z UTAH AS SIGNED BY MY A25 F HAND AND SEAL. STEEL JOISTS SEAL GYP, BD TO UNDERSIDE OF DECK 1 2' STEEL REINFORCED C.M.U. WALL STEEL ANGLE STEEL ANGLE W/ ANCHOR BOLTS STEEL LINTEL BEAM, SEE STRUCTURAL 5U5P. ACOUSTICAL TILE CEILING THRU WALL MTL FLASHING TURN DOWN 3/4" ON EXT. 51DE SLAB W 6X6 I O F " CHAMFER CHAMBER 3/4" TYP. _, • I / /I O W.W. . ON 24 WIDE 2 CAULK PERIMETER IN5UL. ON 15 MIL. VAPOR RETARDER IT WOVER G" COMPACTED CRUSHED STONE ASPHALT LOT PAVING SLOPE 1 1 4" PER FT. i MAIN FLC AS SPECIFIED - - - -- - - -- - -- d -- �' - - - - - - = =- -- _a .�. . :a -fi ;: •.. •.:,�: � I•, �, I _ M +: • _ - 2' PERIMETER IN5UL. CONT. BETWEEN FTG. AND SLAB - :�•;..� ' is CONCRETE FOUNDATION. 2' -0" MIN., -•.: — SEE STRUCTURAL DRAWINGS REINF. CONC. FTG. E WALL SECTIONS 3/4 11 = I 1 -011 v 0 .- O v 8 0 v Lc C L E •v 00 �rn V ' O O co 0 THIS DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CON5TRUCTION APPROVAL REV15ION5: PROJECT No 05 -xxx DATE: 08/22/05 SPIFFY TITLE: WALL SECTIONS SHff A2.3 �— METAL BAR J015T5 g V z J w V 0 w w w N V z J w V n I— ALUM, SILL THRESHOLD SET IN MASTIC I X PLYWOOD STOOL W/ PLASTIC LAM. FIN. STONE SILL 2 2X P.T. WD. BLOCKING 4" HIGH 8" BOND BEAM P 5/8" GYP. BD. OVER 1 1/2" MTL. Z A25 F FURRING CHANNELS 24" O.C. OVER 1 1/2" RIGID INSULATION CH15EL -FACE CMU MUFF5TONE COLOR) I I q :: 8 8' CMU WITH CELLS WITH HORIZ.- BENT REINFORCING MASTIC DAMPPROOFING ON EXT. FACE OF C.M.U. FULL HGT. OF CAVITY I I — — STEEL VERICAL REINF. IN FILLED CELLS EXTENDED THROUGH PARAPET SEE CONCEALED THRU -WALL I STRUCTURAL FODUNDATION PLAN SHEET 51.1 II. S FLASHING. FILL CAVITY W/ I . I MORTAR NET (TY1') BELOW I .,.`; I 2 X 8 WOOD GROUNDS CHAMFER CHAMBER 3/4" TYP. _, • I / /I O W.W. . ON 24 WIDE 2 CAULK PERIMETER IN5UL. ON 15 MIL. VAPOR RETARDER IT WOVER G" COMPACTED CRUSHED STONE ASPHALT LOT PAVING SLOPE 1 1 4" PER FT. i MAIN FLC AS SPECIFIED - - - -- - - -- - -- d -- �' - - - - - - = =- -- _a .�. . :a -fi ;: •.. •.:,�: � I•, �, I _ M +: • _ - 2' PERIMETER IN5UL. CONT. BETWEEN FTG. AND SLAB - :�•;..� ' is CONCRETE FOUNDATION. 2' -0" MIN., -•.: — SEE STRUCTURAL DRAWINGS REINF. CONC. FTG. E WALL SECTIONS 3/4 11 = I 1 -011 v 0 .- O v 8 0 v Lc C L E •v 00 �rn V ' O O co 0 THIS DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CON5TRUCTION APPROVAL REV15ION5: PROJECT No 05 -xxx DATE: 08/22/05 SPIFFY TITLE: WALL SECTIONS SHff A2.3 �— METAL BAR J015T5 g V z J w V 0 w w w N V z J w V n I— 00 �rn V ' O O co 0 THIS DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CON5TRUCTION APPROVAL REV15ION5: PROJECT No 05 -xxx DATE: 08/22/05 SPIFFY TITLE: WALL SECTIONS SHff A2.3 �— METAL BAR J015T5 g V z J w V 0 w w w N V z J w V n I— 3" BATT. IN5UL. STANDING SEAM ROOF ON 30# FELT OVER 5/8" EXT. PLYWOOD ON G" MTL. STUDS AT 24" O.C. MTL. GABLE FAL5HING W/ O CL05URE P.T. WD. I X8 GABLE TRIM COVERED W. BREAK METAL P.T. WD. 2X8 5UB- FA5CIA MTL. FLUSH PANEL OVER 30# FELT ON 5/8" EXT. PLYWOOD ON MTL. STUD TRU55E5 AT 24" O.C. GABLE END, I HR WALL CON5TUCTION WITH U.L. #U4G5 STEEL BEAM MTL. FLUSH PANEL OVER W MTL— STUD FRAMING AT 24" O.C. WD. BLOCKING BREAK MTL. OVER 30' FELT ON 5/8" EXT. PLYWOOD, LCOLR TO MATCH FLUSH PANELS ABOVE. tV MTL. FA51CA TO SOFFIT FLASHING MTL. FLUSH PANEL OVER G" MTL. STUD FRAMING AT 24" O.C. RAKED EDGE BEYOND MTL. FLU5H PANEL OVER G" STUD FRAMING AT 24" O.C. PANEL FLASHING WD. BLOCKING PREFINI5HED VERTICAL FLUSH METAL PANEL METAL DRIP EDGE MTL. GABLE FLASHING - MTL. "J" CL05URE THRU -WALL FLASHING W/ WEEPS AT 24 " O.C. A d!I ��— - - - - - -- 8" BOND BEAM AREA TO STAY CLFJkR , FOR EQUIPMENT SEE � 2' -0" WIDE X I'-4" HIGH — — — — — — — — — — — — Q MA50NKY OPENING FOR � -- V -- - - - - - -- — -- IWEQUIPMENT � O th STEEL JOISTS PAINT --� WHERE EXP05ED TYP. PROVIDE K-30 IN5ULATED, � I SECURE ENCLOSURE AROUND - -- - - - - -- - -- - -- - -- - - -- - --- - - - - ----- - ------ - - - - -- ------- - - - - -- ----- - - - - -- - -- - - - -- - - -- -- - - -- - - -- DRIVE - THROUGH EQUIPMENT MTL. FLUSH PANEL TRIM 8" BOND BEAM CUT TO ACCOMADATE OPENING STEEL COLUMN BEYOND FACE BRICK OVER 2" AIR GAP ON 8" C.M.0 WITH HORIZ. MA5ONKY TIES AT I G" O.C. 3"X 5" PREFIN15HF-D ALUMINUM — DOWNSPOUT TIED TO STORM WATER BENT STEEL DOWNSPOUT PROTECTION MASTIC DAMPPROOFING ON EXT. FACE OF C.M.U. FULL MGT. OF BRICK. CONCEALED THRU -WALL — CONCRETE CURB FLASHING. FILL CAVITY W/ MORTAR 3ELOW FLASHING EXPAN51ON JOINT FILLER. CAULK — G" CONCRETE PAVING ON G" - CRUSHED STONE SLOPE AWAY FROM BLDG. d c G, G EXPAN510M JOINT FILLER NOTE: I G" BOND BEAM W/ (2) #5'5 CONT. KEBAK ABOVE DRIVE -THRU WINDOW OPENING F WALL SECTIONS 3/4 — I -0" 5U5P. ACOUSTICAL CEILING "a 1® v l IR r .e is r� r� 000 �� O IN �/ r PON t t r. E • INS 6 " O 00 L' v c6 o� to r� g E `1 Mill STEEL COLUMN BEYOND FACE BRICK OVER 2" AIR GAP ON 8" C.M.0 WITH HORIZ. MA5ONKY TIES AT I G" O.C. 3"X 5" PREFIN15HF-D ALUMINUM — DOWNSPOUT TIED TO STORM WATER BENT STEEL DOWNSPOUT PROTECTION MASTIC DAMPPROOFING ON EXT. FACE OF C.M.U. FULL MGT. OF BRICK. CONCEALED THRU -WALL — CONCRETE CURB FLASHING. FILL CAVITY W/ MORTAR 3ELOW FLASHING EXPAN51ON JOINT FILLER. CAULK — G" CONCRETE PAVING ON G" - CRUSHED STONE SLOPE AWAY FROM BLDG. d c G, G EXPAN510M JOINT FILLER NOTE: I G" BOND BEAM W/ (2) #5'5 CONT. KEBAK ABOVE DRIVE -THRU WINDOW OPENING F WALL SECTIONS 3/4 — I -0" 5U5P. ACOUSTICAL CEILING "a mill 0 1® v l IR r .e is r� r� 000 �� O IN �/ r PON t t r. E • INS 6 " O mill 0 / PREFINI5HED MTL. COPING ,�--- CUT 2X BLOCKING 00 WRAP FLASHING MEMBRANE UP # OVER PARAPET # ON TO FIELD OF ROOF G" MIN. TOP OF MASONRY I- . . i :• ► : 4' CANT STRIP 2X P.T. WOOD BLOCKING MODIFIED BITUMEN ROOF 5Y5TME OVER 1/2" WD. FIBER BD. ON 2 1 12" POLY150. I N5UL. ON 1 1 12" MTL. ROOF DECK, 8" BOND BEAM TOP AT 1 O'8" A.F.F. 5/8" GYP. BD. OV3ER 1 1/2" MTL. FURRING CHANNELS 24' O.C. OVER 1 1/2" RIGID INSULATION L9 8" LIGHTWEIGHT CMU W/ HORIZ. REINF. STEEL VERTICAL. REINF. IN FILLED CELL, EXTENDED THROUGH PARAPET SEE 5TURCTURAL FOUNDATION PLAN 51 .1 J015T BEARING (REAR) 3' GATT INSULATION TOP OF STEEL STANDING SEAM ROOF ON 30# ----- FELT OVER 5/8-'EXT. PLYWOOD ON G" MTL. STUD FRAMING AT 24" O.C. METAL BRACKET 5UPPORTED 4x4 GUTTER MTL GROOVED PANEL OVER 30# FELT ON 5/8" EXT, PLYWOOD ON G" METAL STUD FRAMING AT 24" O.C. CEILING HEIGHT - ' , - i w I X4'-0" A: (-.- F. /, MTL.. FASCIA TO SOFFIT FLASHING MTL. FLUSH PANEL OVER G" MTL. STUD FRAMING AT 24' O.C. PROVIDE PERFORATED VENT PANEL AT PERIMETER a U z lu V a � L O W tu N W z W U 3x3x 1 14" ANGLE STEEL BEAM — METAL SNOW ---\ GUARDS 5' -G" FROM CENTER LINE OF COLUMN TO EDGE OF TRUSS SEALANT WALL FASTENER W/ NEOPRENE WASHER @ 12" O.C. COUNTER FLASHING RAKE FLASHING FLOATING RAKE SUPPORT ANGLE SELF - DRILLER FASTENER W/ NEOPRENE WASHER @ 24" O.C. PARAPET RAKE CLEAT — SELF- DRILLER FASTENER @ 24" O.C. G CANOPY TA L ROOF DETAIL 3 - 1 _0 - -- 111/1� CONCRETE IIII!! 1111; F OUNDATIO N D MIN. SEE STRUCTURAL REIND. CO G WALL SECTIONS 3/4 — I -0 . �'� ,( 'i ai, it • �. 84330, •�j I HEREBY CERTIFY THAT TH15 PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REG15TERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNED BY MY HAND AND 512-AL. 1® v l IR r .e is r� r� 000 �� / PREFINI5HED MTL. COPING ,�--- CUT 2X BLOCKING 00 WRAP FLASHING MEMBRANE UP # OVER PARAPET # ON TO FIELD OF ROOF G" MIN. TOP OF MASONRY I- . . i :• ► : 4' CANT STRIP 2X P.T. WOOD BLOCKING MODIFIED BITUMEN ROOF 5Y5TME OVER 1/2" WD. FIBER BD. ON 2 1 12" POLY150. I N5UL. ON 1 1 12" MTL. ROOF DECK, 8" BOND BEAM TOP AT 1 O'8" A.F.F. 5/8" GYP. BD. OV3ER 1 1/2" MTL. FURRING CHANNELS 24' O.C. OVER 1 1/2" RIGID INSULATION L9 8" LIGHTWEIGHT CMU W/ HORIZ. REINF. STEEL VERTICAL. REINF. IN FILLED CELL, EXTENDED THROUGH PARAPET SEE 5TURCTURAL FOUNDATION PLAN 51 .1 J015T BEARING (REAR) 3' GATT INSULATION TOP OF STEEL STANDING SEAM ROOF ON 30# ----- FELT OVER 5/8-'EXT. PLYWOOD ON G" MTL. STUD FRAMING AT 24" O.C. METAL BRACKET 5UPPORTED 4x4 GUTTER MTL GROOVED PANEL OVER 30# FELT ON 5/8" EXT, PLYWOOD ON G" METAL STUD FRAMING AT 24" O.C. CEILING HEIGHT - ' , - i w I X4'-0" A: (-.- F. /, MTL.. FASCIA TO SOFFIT FLASHING MTL. FLUSH PANEL OVER G" MTL. STUD FRAMING AT 24' O.C. PROVIDE PERFORATED VENT PANEL AT PERIMETER a U z lu V a � L O W tu N W z W U 3x3x 1 14" ANGLE STEEL BEAM — METAL SNOW ---\ GUARDS 5' -G" FROM CENTER LINE OF COLUMN TO EDGE OF TRUSS SEALANT WALL FASTENER W/ NEOPRENE WASHER @ 12" O.C. COUNTER FLASHING RAKE FLASHING FLOATING RAKE SUPPORT ANGLE SELF - DRILLER FASTENER W/ NEOPRENE WASHER @ 24" O.C. PARAPET RAKE CLEAT — SELF- DRILLER FASTENER @ 24" O.C. G CANOPY TA L ROOF DETAIL 3 - 1 _0 - -- 111/1� CONCRETE IIII!! 1111; F OUNDATIO N D MIN. SEE STRUCTURAL REIND. CO G WALL SECTIONS 3/4 — I -0 . �'� ,( 'i ai, it • �. 84330, •�j I HEREBY CERTIFY THAT TH15 PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REG15TERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNED BY MY HAND AND 512-AL. Go O O d O .. 0 r� O � Z TG1 w Q� V THIS DRAWING HAS BEEN ISSUED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REVISIONS: PROJECT No.: 05 -xxx DATE: 08/22/05 511E ET TITLE: WALL SECTIONS SHEET No.: A2.4 v l vN E • 6 " O 00 L' v c6 o� to r� g E Go O O d O .. 0 r� O � Z TG1 w Q� V THIS DRAWING HAS BEEN ISSUED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REVISIONS: PROJECT No.: 05 -xxx DATE: 08/22/05 511E ET TITLE: WALL SECTIONS SHEET No.: A2.4 PREFIN15HED MTL. COPING a . 4 'a MASTIC DAMPPROOFING ON EXT. FACE OF C.M.U. FULL HGT. OF CAVITY d CH15EL- -FACE CMU, BEYOND CH15EL -FACE CMU (BUFF5TONE COLOR) w C) o 12" CONT. BOND BEAM W/5TEEL REINFORCEMENT WRAP FLASHING MEMBRANE UP 4 OVER PARAPET * ON TO FIELD OF ROOF G" MIN. 4" CONT. CANT STRIP CUT 2X BLOCKING ROOF MEMBRANE TYP. FACE BRICK OVER AIR - SPACE 8' CMU W/ HORIZONTAL JOINT REINFORCING STEEL J0I5T5 SEAL GYP. BD TO UNDERSIDE OF DECK 12" STEEL REINFORCED C.M.U. WALL STEEL ANGLE STEEL ANGLE W/ ANCHOR BOLTS STEEL LINTEL BEAM, SEE STRUCTURAL 5U5P. ACOUSTICAL TILE CEILING 2X8 WOOD GROUNDS 5/8 " GYP. BD. OVER 1 1/2" MTL. Z FURRING CHANNELS 24' O.C. OVER 1 1/2' RIGID INSULATION 8" CMU WITH CELLS WITH HORIZ.- BENT REINFORCING STEEL VERICAL REINF. IN FILLED CELLS EXTENDED THROUGH PARAPET SEE STRUCTURAL FODUNDATION PLAN SHEET 51.1 g a U Z J w U - 'H o a2 c� W lu z W U 2 X 8 WOOD GROUNDS 1/2" EXPAN51ON JNT. WEEP HOLES AT 24" O.C. N 4" CONC. 5LA13 W/ GXG I O/1 O W.W.F. ON 24" WIDE 2" CAULK PERIMETER IN5UL. ON 15 MIL. VAPOR RETARDER WOVER G" COMPACTED CRUSHED STONE SLOPE 1 14" PER FT. OI L MAIN FLOOR LEVEL •.,a `L o o o o 0 0 ' y c SECTION „ TI1 RU PI LA5TER 3/4 — I -0 2" PERIMETER IN5UL. CONT. BETWEEN FTG. AND 5LA15 CONCRETE FOUNDATION. 2' -0" MIN., SEE STRUCTURAL DRAWINGS REINF. CONC. FTG. STEEL COLUMN, LOCATION AND SIZE PER STRUCTURAL 5/8" GYP BD OVER 1 -1 /2" MTL 7 FURRING CHANNELS 24" O.C. OVER 1 -1 /2" RIGID INSULATION MA50NKY TIES 1/2" BACKER ROD AND SEALANT MNFG LIMESTONE 4 ANCHORAGE SYSTEM PER MANUFACTURER Q PILASTER DETAI L 314 0 STANDING SEAM ROOF PANELS FLASHING UNDER ROOF PANEL 5"x2"x3/ 1 G" —� TUBE STEEL EDGE OF MASONRY M AWN I N G DETAIL 5 -1 /8" 3 -S18" 1 ^b Y J M 45° ( D; l LLDETIL = I ' -0" THRU- FLASH' "' - `"'l WEEP HOLE` STONE SILL THRU -WALL FLASHING. DOWN 3/4" i EXTERIOR 51vr- P 4 1L� I SECTION -0 ' 5"x2"x3/ I G" TUBE STEEL u.: IL `[ 5' -7" Q FACE OF WALL L AWNING 5ECTION5 0 5 "x2 i G" TUBE STEEL FRAME. WELD - ALL 5EAM5 AND GRIND SMOOTH NO FRAME MEMBERS @ CENTER OF AWNING WIDTH. LIGHT FIXTURE 15 R-aD TO - BE PLACED CENTERED ABV WINDOW THROUGH 1 FLASHING V HOLES AT FLASHING l ABOVE MTI COUNTER F REGLET ANC 3x2x54 MIL PLATE X CO STANDING SEAM ROOF PANELS 1/2" DIA. 5TAIK BOLTS W/5PA( WASHERS INT( TUBE STEEL 4 "x2 "x3/ I G" TUBE — 5TEEL FRAME. WELD ALL SEAMS AND GRIND SMOOTH 12 7 d 3 �ik A G O ": �4• �a• 5 "x2 "x3/ 1 G" TUBE STEEL - FRAME. WELD ALL SEAMS AND GRIND SMOOTH 2' -1 0-314" 5'- 0 -3/4' D4� NlNG SECTIONS I -0 AWNING DETAIL BLOCKING LASHING W/ WEEP HO AT 24' O.C. LASHING TO COME OUT ROVE MTL. REGLET. 3x2x54 MIL BENT PLATE X CONT. 12 7 a D a a 4 a Q STEEL THRU @ 32" O.C. ANNEL. I I D METAL PIPE 5 "x2 "x3/ 16" TUBE STEEL K AWN I NG DETAIL (V I HEREBY CERTIFY THAT TH15 PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNED BY MY HAND AND SEAL. Go T---I C� O 0 0 0 W W V TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REVISIONS: PROJECT No 05 -xxx DATE: 08/22/05 SPIFFY TITLE: WALL SECTIONS SHEET No.: A2.5 STANDING SEAM ROOF PANELS FLASHING UNDER ROOF PANEL STANDING SEAM ROOF PANELS 1/2" DIA. STAINLESS BOLTS W/5PACER5 WASHERS INTO CH THROUGH WALL F H F A T; 12 I� DRIP EDGE v l . �..i g C E O ,� V rO R � V Z co r. �� 00 s— E L E •v � �' 2 f1, Go T---I C� O 0 0 0 W W V TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REVISIONS: PROJECT No 05 -xxx DATE: 08/22/05 SPIFFY TITLE: WALL SECTIONS SHEET No.: A2.5 STANDING SEAM ROOF PANELS FLASHING UNDER ROOF PANEL STANDING SEAM ROOF PANELS 1/2" DIA. STAINLESS BOLTS W/5PACER5 WASHERS INTO CH THROUGH WALL F H F A T; 12 I� DRIP EDGE SIGN O ? - - / Illlllliiiilliii ' � / I 14 27 WIN � 1 j (-, " INTERIOR ELEVATION SCALE: 1 /8" = 1'-0" SIGN 10 O 10 O III - Ilil ijil 45 20 l l �, 32 14 17 20 22 I I 9 12 33 9 ,> GENERAL SALE5 12 EQUAL SIGN EQUAL Q - b SCALE: 1 /8" = 1 ' -0" �� 18 IR L W4 INTERIOR ELEVATION @ GENERAL 5ALE5 INTERIOR ELEVATION @ GENERAL SALES SCALE: 1/8" = 1'-0" EQUAL SIGN tn Q C9 18 18 12 9 i2 9 12 INTERIOR ELEVATION @ GENERAL 5ALE5 SCALE: 1/8" = 1'-0" 4 I iii! I I ! ( I I I I I I I I Ill II�IIIIIIIIIIIIIIIIIIIIIIIIIIIII Il I IIIIIIIIIIIIilllllllllllllllli Ilillllllllllllllllllllllllllllll � 0) I I I i l i lil l l l l l l l l l lilil l l l l l l l l l lilil l l l l l l l l l lilil l l l l l lilil � IIIIIIIIIIIIII II II (IIIIIIII Illlllillllliil Illillllllil i IIIIIIIIIIIIII III IIIIIIIiII I I I I I I I I tl Illilllllllllll O 12 ® 12 9 INTERIOR ELEVATION @ Pt10T0 Oj Ip I I (IIII i (IIII I I I lililil 27 � �� 9 21 19 III I,I,IIIIIIII LIIIIIIIIIIIIIIIIIIII ( Ijl�l lil , It 23 19 O, u (9 19 i O 19 ID II l i I i i I III lilil III V p 14 15 O 29 — 20 - - -- - -- T lil, 14 I7 O �- 14 i I7 14 I7 i 12 9 i2 9 12 INTERIOR ELEVATION @ GENERAL 5ALE5 SCALE: 1/8" = 1'-0" 4 I iii! I I ! ( I I I I I I I I Ill II�IIIIIIIIIIIIIIIIIIIIIIIIIIIII Il I IIIIIIIIIIIIilllllllllllllllli Ilillllllllllllllllllllllllllllll � 0) I I I i l i lil l l l l l l l l l lilil l l l l l l l l l lilil l l l l l l l l l lilil l l l l l lilil � IIIIIIIIIIIIII II II (IIIIIIII Illlllillllliil Illillllllil i IIIIIIIIIIIIII III IIIIIIIiII I I I I I I I I tl Illilllllllllll O 12 ® 12 9 INTERIOR ELEVATION @ Pt10T0 n SCAIT: 1/8" = P -0 SCALE: 1/8" = 1'-0" i I INTERIOR ELEVATION @ EMPLOYEE LOUNGE SCALE: 1/8" = I' -0" 37 12 IA IT=r]1 /'1 r'] =1 C1 /ATI/'1A1 /\ - rn AIA IIkI M SCALE: 1/8" = I'-Q' 4PT RM SECTION C � : u- `c 3' Q EXTERIOR WALL SYSTEM PLATFORM SECTION FOR WATER HEATER SCALE: 1/8" = P -0" SIGN GRAPHICS ARE PURCHASED AND INSTALLED BY WALGREEN5. NOTE: AVOID PLACING CONTROL JOINTS WHERE SIGNAGE OCCURS. FOR CEILING HEIGHTS 1 I' -0" AND ABOVE m Q 0 U FOR CEILING HEIGHTS LOWER THAN 1 1' -0" uj W 93" 46 THANK YOU FOR SHOPPING ... WALGREEN5 311 U_ NON - PROTOTYPICAL CONDITIONS 47 ELECTRONICS AUDIO VIDEO BATTERIES 8 "H 48 WINE GRAPHIC. pG�aGG�[�1QC��1 u 49 CO5METICS /CO5METICO5 GRAPHIC. 5o PHARMACY /RECETARIO GRAPHIC. 51 FOOD MART /COMESTIBLES GRAPHICS. Q D 52 I -HR PHOTO /FOT05 EN I HORA GRAPHIC. - 53 HEALTH CARE/PAPA 5U SALUD GRAPHIC. to 54 LIQUOWLICORE5 GRAPHIC. 55 WIN GRAPHIC. 56 CO5METICO5 GRAPHIC. 57 RECETAKIO GRAPHIC. 58 COMESTIBLES GRAPHIC. U = 59 F0TO5 EN I HORA GRAPHIC. 6o PARA 5U 5ALUD GRAPHIC. = 61 LICORE5 GRAPHIC. u� g VINO GRAPHIC. N 63 ELECTKONICO5 AUDIO VIDEO BATERIA5 8 "H 64 GRACIA5 POP, COMPKAR ... WALGREEN5 3 "H. MULLION SYSTEM VATIC DOORS INTERIOR ELEVATIONS KEYED NOTES ITEMS MARKED WA ARE NOT APPLICABLE. ALL PAINT NUMBER5 ARE BENJAMIN MOORE * CO. MATERIALS (BM). FOLLOWING ARE REFERENCE TO INTERIOR ELEVATIONS. FOR OTHER FINISHES, REFER TO INTERIOR MATERIALS AND FINISH SCHEDULE. PLEASE NOTE: p ( E �--i) �t GRAPHICS APPLIED ON MIRKOR5 ARE TO BE INDIVIDUAL LETTERS. DESCRIPTION I �i CO5METIC GRAPHIC. BY WALGREEN5. O PHARMACY GRAPHIC. BY WALGREEN5. _ O3 FOOD MART GRAPHIC, BY WALGREEN5. I HEREBY CERTIFY THAT THIS O I -HR PHOTO GRAPHIC. BY WALGREEN5. PLAN AND SPECIFICATION WAS PREPARED BY ME OR O5 LIQUOR GRAPHIC. BY WALGREEN5. UNDER MY DIRECT SUPERVISION AND THAT I O HEALTH CARE GRAPHIC. (INDIVIDUAL LETTERS ON MIRRORS). AM DULY REGISTERED BY WALGREEN5. ARCHITECT UNDER THE O SIGNS FOR PHARMACY - ONE EACH: PICK -UP, DROP -OFF, LAWS OF THE STATE OF PATIENT CONSULTATION. BY WALGREEN5. UTAH A5 SIGNED BY MY O VINYL WALL COVERING, SELECTION "A ". WHERE APPLICABLE, HAND AND 511 8 RETURN WALL COVERING AT ALL CORNERS. I " RETURN ON 17AC.1� 51UC VC rmAKMA(:T WALL, ANU I I " All t)AL= AKCA 51DE OF WING WALL. Og VINYL WALL COVERING, SELECTION "B ". WHERE APPLICABLE, RETURN WALL COVERING AT ALL CORNERS, AND I I " ON BACK 51DE OF REFRIGERATOR CASE OPENING. Q� to PAINT BENJAMIN MOORE WHITE DOVE. _) I I EMERGENCY EXIT SIGN. REFER TO ELECTRICAL DRAWINGS. 8 � O 12 6" BLACK VINYL BASE W/ PREFORMED OUTSIDE CORNER. V N t\ V o RETURN AT ALL CORNERS AS APPLICABLE. 3 WALL CLOCK - SETH THOMAS #Y76 10, FURNISHED BY �l O WALGREEN5. � 0 � v I X 8 WOOD GROUNDS OR PLYWOOD FOR SALES AREA SHELVING �j- 14 (2 X 8 REQUIRED IN SEISMIC ZONES 3 AND 4). Q -- 1 5 PLASTIC LAMINATED STOOL - FRONT WALL. 1 ACOUSTICAL CEILING TILE. V,1 `� -'� c o 17 NO VINYL OR PAINT REQUIRED BEHIND OR ABOVE SHELVING CD AND ABOVE CEILING. 1 g CONTROL JOINT (TYP.). SEE WALL LOGO AND SIGN SPECS, THIS SHEET. DO NOT INTERRUPT GRAPHIC DECALS W/ C.J. 1 9 INSULATING GLASS WITH ALUMINUM STOREFRONT FRAMING, EQUALLY SPACED PANES. 20 PAINT DOORS AND FRAMES (SEE RM. FINISHED SCHEDULE). O WALL MIRROR5- EQUALLY SPACED, (30 " -42" WIDE). ' 21 22 OPENING BETWEEN GENERAL SALES AREA AND PATIENT SEATING. 23 2X6 WOOD BLOCKING UNDER GWB TO ANCHOR TOP AND BOTTOM OF SLAT WALL. 24 114" LAMINATED SECURITY GLA55 W/ LAMINATED SILL. SEE A4. 1. 25 ROLL DOWN SHUTTER. BY WALGREEN5. 26 LOW WALL WITH LAMINATED CAP. M 27 OPENING BETWEEN I -HOUR PHOTO AND GENERAL SALES AREA. t� 28 PAPER TOWEL DISPENSER. 2g SLAT WALL. BY WALGREEN5. 30 3 -5/8 20 GA. METAL STUDS @ 16 " O.C. 3 1 3/4" PLYWOOD BACKING BETWEEN 5TUD5 UNDER GWB. O 32 WALK -IN COOLER OPENING. 33 APPLY WALL BASE CONTINUOUSLY ALONG EXPOSED PORTION OF - COOLER BELOW DOORS. CUT TOP OF BASE AS REQUIRED TO FIT. 2X4 CLEAT ALONG WALL FOR 5UPPORT OF COUNTERTOP. �O 34 PLASTIC LAMINATED COUNTERTOP WITH BACK AND SIDE 35 SPLASHES- LENGTH TO ALLOW 32" CLEAR SPACE ALONG WALL FOR �~ ~ REFRIGERATOR. CAULK JOINT BETWEEN 13ACK/51DE SPLASH AND WALL. U z CAULK COLOR TO BE WHITE. BY GENERAL CONTRACTOR: ORDER > �+ � � �'' CABINET AND COUNTER THROUGH MYERS. TELE.: 217-735-124 1. I'd 36 A.D.A CLEARANCE REQUIREMENT. W 37 24 DEEP LAMINATED COUNTERTOP AND SUPPORTS WITH � KEYBOARD /MOUSE PLATFORM BY WALGREENS. 38 30 "W X 24 "H CABINET. BY WALGREEN5. 39 4' -0 11 H X LENGTH OF COUNTER MIRROR (LESS 6" EACH END FOR ELECTRICAL OUTLET- COORDINATE WITH E 1.2)-114" # 1 QUALITY POLISHED PLATE GLA55 ELECTROLYTICALLY COPPER PLATED. GLUE TO GWB BEHIND WITH C.R. LAURENCE "MIRRO- MASTIC" 5COOP5 18" O.C. EACH WAY. 40 PANELING - SEE DETAIL 15/A4.2. WALL VINYL TO RUN 2" BEHIND PANELING. 41 REFRIGERATOR BY WALGREEN5. 42 STAINLESS STEEL SINK. STEEL SINK. 43 CONVEX MIRROR. BY WALGREEN5. 44 CLOSURE WALL BY WALGKEENS. SEE DETAIL, 5HT. A4. 1. 45 12" X 12" RETURN AIR GRILL. SEE MECHANICAL DRAWINGS. TH15 DRAWING BEEN ISSUED FOR.: •" FOR KEYNOTES 46 T 64 , SEE MARGIN AT RIGHT. REVIEW 65 2' -O "W PLASTIC LAMINATE (SAME AS WINDOW SILL) OVER GWB FROM BOTTOM OF WINDOW DOWN. SEE PHARMACY WALL DETAIL. PERMITTING 66 314 "x 48" PLYWOOD BLOCKING BETWEEN STUDS UNDER GWB, FROM 3' -2" TO 7-2" A.F.F. CONSTRUCTION 67 3 PIECES OF 3/4x 12" BLOCKING, 2' -4" WIDE, BEHIND GWB, CENTERED @ 30, 59 ", AND 80" A.F.F. FOR MOUNTING OF SINK CABINETS. SEE D -1 . APPROVAL 68 WATER HEATER ON PLATFORM (WHERE APPLICABLE). 69 5/8" GWB. 7p PLASTIC COATED WIRE SHELVING. REVISIONS: - 71 WOOD BLOCKING FOR FAUCET SUPPORT. SEE PLUMBING DRAWG5. 72 METAL GALVANIZED WATER TRAY WITH OVERFLOW TUBE TO FLOOR DRAIN. 73 314" U. L. LISTED FIRE RETARDANT PLYWOOD ON Gil, 18 GA. METAL 5TUD5 @ 6" O.C. - HORIZONTAL. 74 MOP BASIN. SEE PLUMBING DRAWINGS. 75 CURTAIN WALL CASED GWB RETURNED AT MIRROR END. PAINT (PROJECT No.: EXPOSED GWB WEDGE. 05-XXx 76 PROVIDE 3 5/8" 20 GA. METAL 5TUD5 @ 6" O.C. UNDER @ DATE: EACH END OF WATER HEATER PLATFORM 08/22/05 77 FIBERGLASS POLYE5TER PANELS TO UNDER511DE OF PLATFORM. 78 FIBERGLASS PANELS TO UNDER51DE OF OPENING. D 79 3 PIECES OF 3/4x 12" BLOCKING, 3' -0" WIDE, BEHIND GWB, CENTERED @ 37 69% AND 90" A.F.F. FOR FASTENING OF 10 DRAWER FILE CABINET TO WALL. SEE D- I. O I x I METAL EDGE PROTECTION FOR GWB. 81 CLEAR CORNER GUARD. 82 ADA TOILET ROOM SIGN. SHEET No.: b3 OPENING AT PASSAGE #3. A3. Illllillllllllllilllilllj llllllllllllllill IIII I I I I I I I I I I I I IIII 1 1 1 1 1 1 (( I I I I (IIII i (IIII I I I lililil 27 � �� 9 21 III I,I,IIIIIIII LIIIIIIIIIIIIIIIIIIII ( Ijl�l lil , It 21 i O ID II l i I i i I III lilil III V I lil S I II I I i I n SCAIT: 1/8" = P -0 SCALE: 1/8" = 1'-0" i I INTERIOR ELEVATION @ EMPLOYEE LOUNGE SCALE: 1/8" = I' -0" 37 12 IA IT=r]1 /'1 r'] =1 C1 /ATI/'1A1 /\ - rn AIA IIkI M SCALE: 1/8" = I'-Q' 4PT RM SECTION C � : u- `c 3' Q EXTERIOR WALL SYSTEM PLATFORM SECTION FOR WATER HEATER SCALE: 1/8" = P -0" SIGN GRAPHICS ARE PURCHASED AND INSTALLED BY WALGREEN5. NOTE: AVOID PLACING CONTROL JOINTS WHERE SIGNAGE OCCURS. FOR CEILING HEIGHTS 1 I' -0" AND ABOVE m Q 0 U FOR CEILING HEIGHTS LOWER THAN 1 1' -0" uj W 93" 46 THANK YOU FOR SHOPPING ... WALGREEN5 311 U_ NON - PROTOTYPICAL CONDITIONS 47 ELECTRONICS AUDIO VIDEO BATTERIES 8 "H 48 WINE GRAPHIC. pG�aGG�[�1QC��1 u 49 CO5METICS /CO5METICO5 GRAPHIC. 5o PHARMACY /RECETARIO GRAPHIC. 51 FOOD MART /COMESTIBLES GRAPHICS. Q D 52 I -HR PHOTO /FOT05 EN I HORA GRAPHIC. - 53 HEALTH CARE/PAPA 5U SALUD GRAPHIC. to 54 LIQUOWLICORE5 GRAPHIC. 55 WIN GRAPHIC. 56 CO5METICO5 GRAPHIC. 57 RECETAKIO GRAPHIC. 58 COMESTIBLES GRAPHIC. U = 59 F0TO5 EN I HORA GRAPHIC. 6o PARA 5U 5ALUD GRAPHIC. = 61 LICORE5 GRAPHIC. u� g VINO GRAPHIC. N 63 ELECTKONICO5 AUDIO VIDEO BATERIA5 8 "H 64 GRACIA5 POP, COMPKAR ... WALGREEN5 3 "H. MULLION SYSTEM VATIC DOORS INTERIOR ELEVATIONS KEYED NOTES ITEMS MARKED WA ARE NOT APPLICABLE. ALL PAINT NUMBER5 ARE BENJAMIN MOORE * CO. MATERIALS (BM). FOLLOWING ARE REFERENCE TO INTERIOR ELEVATIONS. FOR OTHER FINISHES, REFER TO INTERIOR MATERIALS AND FINISH SCHEDULE. PLEASE NOTE: p ( E �--i) �t GRAPHICS APPLIED ON MIRKOR5 ARE TO BE INDIVIDUAL LETTERS. DESCRIPTION I �i CO5METIC GRAPHIC. BY WALGREEN5. O PHARMACY GRAPHIC. BY WALGREEN5. _ O3 FOOD MART GRAPHIC, BY WALGREEN5. I HEREBY CERTIFY THAT THIS O I -HR PHOTO GRAPHIC. BY WALGREEN5. PLAN AND SPECIFICATION WAS PREPARED BY ME OR O5 LIQUOR GRAPHIC. BY WALGREEN5. UNDER MY DIRECT SUPERVISION AND THAT I O HEALTH CARE GRAPHIC. (INDIVIDUAL LETTERS ON MIRRORS). AM DULY REGISTERED BY WALGREEN5. ARCHITECT UNDER THE O SIGNS FOR PHARMACY - ONE EACH: PICK -UP, DROP -OFF, LAWS OF THE STATE OF PATIENT CONSULTATION. BY WALGREEN5. UTAH A5 SIGNED BY MY O VINYL WALL COVERING, SELECTION "A ". WHERE APPLICABLE, HAND AND 511 8 RETURN WALL COVERING AT ALL CORNERS. I " RETURN ON 17AC.1� 51UC VC rmAKMA(:T WALL, ANU I I " All t)AL= AKCA 51DE OF WING WALL. Og VINYL WALL COVERING, SELECTION "B ". WHERE APPLICABLE, RETURN WALL COVERING AT ALL CORNERS, AND I I " ON BACK 51DE OF REFRIGERATOR CASE OPENING. Q� to PAINT BENJAMIN MOORE WHITE DOVE. _) I I EMERGENCY EXIT SIGN. REFER TO ELECTRICAL DRAWINGS. 8 � O 12 6" BLACK VINYL BASE W/ PREFORMED OUTSIDE CORNER. V N t\ V o RETURN AT ALL CORNERS AS APPLICABLE. 3 WALL CLOCK - SETH THOMAS #Y76 10, FURNISHED BY �l O WALGREEN5. � 0 � v I X 8 WOOD GROUNDS OR PLYWOOD FOR SALES AREA SHELVING �j- 14 (2 X 8 REQUIRED IN SEISMIC ZONES 3 AND 4). Q -- 1 5 PLASTIC LAMINATED STOOL - FRONT WALL. 1 ACOUSTICAL CEILING TILE. V,1 `� -'� c o 17 NO VINYL OR PAINT REQUIRED BEHIND OR ABOVE SHELVING CD AND ABOVE CEILING. 1 g CONTROL JOINT (TYP.). SEE WALL LOGO AND SIGN SPECS, THIS SHEET. DO NOT INTERRUPT GRAPHIC DECALS W/ C.J. 1 9 INSULATING GLASS WITH ALUMINUM STOREFRONT FRAMING, EQUALLY SPACED PANES. 20 PAINT DOORS AND FRAMES (SEE RM. FINISHED SCHEDULE). O WALL MIRROR5- EQUALLY SPACED, (30 " -42" WIDE). ' 21 22 OPENING BETWEEN GENERAL SALES AREA AND PATIENT SEATING. 23 2X6 WOOD BLOCKING UNDER GWB TO ANCHOR TOP AND BOTTOM OF SLAT WALL. 24 114" LAMINATED SECURITY GLA55 W/ LAMINATED SILL. SEE A4. 1. 25 ROLL DOWN SHUTTER. BY WALGREEN5. 26 LOW WALL WITH LAMINATED CAP. M 27 OPENING BETWEEN I -HOUR PHOTO AND GENERAL SALES AREA. t� 28 PAPER TOWEL DISPENSER. 2g SLAT WALL. BY WALGREEN5. 30 3 -5/8 20 GA. METAL STUDS @ 16 " O.C. 3 1 3/4" PLYWOOD BACKING BETWEEN 5TUD5 UNDER GWB. O 32 WALK -IN COOLER OPENING. 33 APPLY WALL BASE CONTINUOUSLY ALONG EXPOSED PORTION OF - COOLER BELOW DOORS. CUT TOP OF BASE AS REQUIRED TO FIT. 2X4 CLEAT ALONG WALL FOR 5UPPORT OF COUNTERTOP. �O 34 PLASTIC LAMINATED COUNTERTOP WITH BACK AND SIDE 35 SPLASHES- LENGTH TO ALLOW 32" CLEAR SPACE ALONG WALL FOR �~ ~ REFRIGERATOR. CAULK JOINT BETWEEN 13ACK/51DE SPLASH AND WALL. U z CAULK COLOR TO BE WHITE. BY GENERAL CONTRACTOR: ORDER > �+ � � �'' CABINET AND COUNTER THROUGH MYERS. TELE.: 217-735-124 1. I'd 36 A.D.A CLEARANCE REQUIREMENT. W 37 24 DEEP LAMINATED COUNTERTOP AND SUPPORTS WITH � KEYBOARD /MOUSE PLATFORM BY WALGREENS. 38 30 "W X 24 "H CABINET. BY WALGREEN5. 39 4' -0 11 H X LENGTH OF COUNTER MIRROR (LESS 6" EACH END FOR ELECTRICAL OUTLET- COORDINATE WITH E 1.2)-114" # 1 QUALITY POLISHED PLATE GLA55 ELECTROLYTICALLY COPPER PLATED. GLUE TO GWB BEHIND WITH C.R. LAURENCE "MIRRO- MASTIC" 5COOP5 18" O.C. EACH WAY. 40 PANELING - SEE DETAIL 15/A4.2. WALL VINYL TO RUN 2" BEHIND PANELING. 41 REFRIGERATOR BY WALGREEN5. 42 STAINLESS STEEL SINK. STEEL SINK. 43 CONVEX MIRROR. BY WALGREEN5. 44 CLOSURE WALL BY WALGKEENS. SEE DETAIL, 5HT. A4. 1. 45 12" X 12" RETURN AIR GRILL. SEE MECHANICAL DRAWINGS. TH15 DRAWING BEEN ISSUED FOR.: •" FOR KEYNOTES 46 T 64 , SEE MARGIN AT RIGHT. REVIEW 65 2' -O "W PLASTIC LAMINATE (SAME AS WINDOW SILL) OVER GWB FROM BOTTOM OF WINDOW DOWN. SEE PHARMACY WALL DETAIL. PERMITTING 66 314 "x 48" PLYWOOD BLOCKING BETWEEN STUDS UNDER GWB, FROM 3' -2" TO 7-2" A.F.F. CONSTRUCTION 67 3 PIECES OF 3/4x 12" BLOCKING, 2' -4" WIDE, BEHIND GWB, CENTERED @ 30, 59 ", AND 80" A.F.F. FOR MOUNTING OF SINK CABINETS. SEE D -1 . APPROVAL 68 WATER HEATER ON PLATFORM (WHERE APPLICABLE). 69 5/8" GWB. 7p PLASTIC COATED WIRE SHELVING. REVISIONS: - 71 WOOD BLOCKING FOR FAUCET SUPPORT. SEE PLUMBING DRAWG5. 72 METAL GALVANIZED WATER TRAY WITH OVERFLOW TUBE TO FLOOR DRAIN. 73 314" U. L. LISTED FIRE RETARDANT PLYWOOD ON Gil, 18 GA. METAL 5TUD5 @ 6" O.C. - HORIZONTAL. 74 MOP BASIN. SEE PLUMBING DRAWINGS. 75 CURTAIN WALL CASED GWB RETURNED AT MIRROR END. PAINT (PROJECT No.: EXPOSED GWB WEDGE. 05-XXx 76 PROVIDE 3 5/8" 20 GA. METAL 5TUD5 @ 6" O.C. UNDER @ DATE: EACH END OF WATER HEATER PLATFORM 08/22/05 77 FIBERGLASS POLYE5TER PANELS TO UNDER511DE OF PLATFORM. 78 FIBERGLASS PANELS TO UNDER51DE OF OPENING. D 79 3 PIECES OF 3/4x 12" BLOCKING, 3' -0" WIDE, BEHIND GWB, CENTERED @ 37 69% AND 90" A.F.F. FOR FASTENING OF 10 DRAWER FILE CABINET TO WALL. SEE D- I. O I x I METAL EDGE PROTECTION FOR GWB. 81 CLEAR CORNER GUARD. 82 ADA TOILET ROOM SIGN. SHEET No.: b3 OPENING AT PASSAGE #3. A3. Illllillllllllllilllilllj llllllllllllllill IIII I I I I I I I I I I I I IIII 1 1 1 1 1 1 (( I I I I (IIII i (IIII I I I lililil 27 � �� 9 21 III I,I,IIIIIIII LIIIIIIIIIIIIIIIIIIII ( Ijl�l lil , It 21 i O II l i I i i I III lilil III V I lil S I II I I i I 20 p 14 I7 O �- 14 i I7 14 I7 n SCAIT: 1/8" = P -0 SCALE: 1/8" = 1'-0" i I INTERIOR ELEVATION @ EMPLOYEE LOUNGE SCALE: 1/8" = I' -0" 37 12 IA IT=r]1 /'1 r'] =1 C1 /ATI/'1A1 /\ - rn AIA IIkI M SCALE: 1/8" = I'-Q' 4PT RM SECTION C � : u- `c 3' Q EXTERIOR WALL SYSTEM PLATFORM SECTION FOR WATER HEATER SCALE: 1/8" = P -0" SIGN GRAPHICS ARE PURCHASED AND INSTALLED BY WALGREEN5. NOTE: AVOID PLACING CONTROL JOINTS WHERE SIGNAGE OCCURS. FOR CEILING HEIGHTS 1 I' -0" AND ABOVE m Q 0 U FOR CEILING HEIGHTS LOWER THAN 1 1' -0" uj W 93" 46 THANK YOU FOR SHOPPING ... WALGREEN5 311 U_ NON - PROTOTYPICAL CONDITIONS 47 ELECTRONICS AUDIO VIDEO BATTERIES 8 "H 48 WINE GRAPHIC. pG�aGG�[�1QC��1 u 49 CO5METICS /CO5METICO5 GRAPHIC. 5o PHARMACY /RECETARIO GRAPHIC. 51 FOOD MART /COMESTIBLES GRAPHICS. Q D 52 I -HR PHOTO /FOT05 EN I HORA GRAPHIC. - 53 HEALTH CARE/PAPA 5U SALUD GRAPHIC. to 54 LIQUOWLICORE5 GRAPHIC. 55 WIN GRAPHIC. 56 CO5METICO5 GRAPHIC. 57 RECETAKIO GRAPHIC. 58 COMESTIBLES GRAPHIC. U = 59 F0TO5 EN I HORA GRAPHIC. 6o PARA 5U 5ALUD GRAPHIC. = 61 LICORE5 GRAPHIC. u� g VINO GRAPHIC. N 63 ELECTKONICO5 AUDIO VIDEO BATERIA5 8 "H 64 GRACIA5 POP, COMPKAR ... WALGREEN5 3 "H. MULLION SYSTEM VATIC DOORS INTERIOR ELEVATIONS KEYED NOTES ITEMS MARKED WA ARE NOT APPLICABLE. ALL PAINT NUMBER5 ARE BENJAMIN MOORE * CO. MATERIALS (BM). FOLLOWING ARE REFERENCE TO INTERIOR ELEVATIONS. FOR OTHER FINISHES, REFER TO INTERIOR MATERIALS AND FINISH SCHEDULE. PLEASE NOTE: p ( E �--i) �t GRAPHICS APPLIED ON MIRKOR5 ARE TO BE INDIVIDUAL LETTERS. DESCRIPTION I �i CO5METIC GRAPHIC. BY WALGREEN5. O PHARMACY GRAPHIC. BY WALGREEN5. _ O3 FOOD MART GRAPHIC, BY WALGREEN5. I HEREBY CERTIFY THAT THIS O I -HR PHOTO GRAPHIC. BY WALGREEN5. PLAN AND SPECIFICATION WAS PREPARED BY ME OR O5 LIQUOR GRAPHIC. BY WALGREEN5. UNDER MY DIRECT SUPERVISION AND THAT I O HEALTH CARE GRAPHIC. (INDIVIDUAL LETTERS ON MIRRORS). AM DULY REGISTERED BY WALGREEN5. ARCHITECT UNDER THE O SIGNS FOR PHARMACY - ONE EACH: PICK -UP, DROP -OFF, LAWS OF THE STATE OF PATIENT CONSULTATION. BY WALGREEN5. UTAH A5 SIGNED BY MY O VINYL WALL COVERING, SELECTION "A ". WHERE APPLICABLE, HAND AND 511 8 RETURN WALL COVERING AT ALL CORNERS. I " RETURN ON 17AC.1� 51UC VC rmAKMA(:T WALL, ANU I I " All t)AL= AKCA 51DE OF WING WALL. Og VINYL WALL COVERING, SELECTION "B ". WHERE APPLICABLE, RETURN WALL COVERING AT ALL CORNERS, AND I I " ON BACK 51DE OF REFRIGERATOR CASE OPENING. Q� to PAINT BENJAMIN MOORE WHITE DOVE. _) I I EMERGENCY EXIT SIGN. REFER TO ELECTRICAL DRAWINGS. 8 � O 12 6" BLACK VINYL BASE W/ PREFORMED OUTSIDE CORNER. V N t\ V o RETURN AT ALL CORNERS AS APPLICABLE. 3 WALL CLOCK - SETH THOMAS #Y76 10, FURNISHED BY �l O WALGREEN5. � 0 � v I X 8 WOOD GROUNDS OR PLYWOOD FOR SALES AREA SHELVING �j- 14 (2 X 8 REQUIRED IN SEISMIC ZONES 3 AND 4). Q -- 1 5 PLASTIC LAMINATED STOOL - FRONT WALL. 1 ACOUSTICAL CEILING TILE. V,1 `� -'� c o 17 NO VINYL OR PAINT REQUIRED BEHIND OR ABOVE SHELVING CD AND ABOVE CEILING. 1 g CONTROL JOINT (TYP.). SEE WALL LOGO AND SIGN SPECS, THIS SHEET. DO NOT INTERRUPT GRAPHIC DECALS W/ C.J. 1 9 INSULATING GLASS WITH ALUMINUM STOREFRONT FRAMING, EQUALLY SPACED PANES. 20 PAINT DOORS AND FRAMES (SEE RM. FINISHED SCHEDULE). O WALL MIRROR5- EQUALLY SPACED, (30 " -42" WIDE). ' 21 22 OPENING BETWEEN GENERAL SALES AREA AND PATIENT SEATING. 23 2X6 WOOD BLOCKING UNDER GWB TO ANCHOR TOP AND BOTTOM OF SLAT WALL. 24 114" LAMINATED SECURITY GLA55 W/ LAMINATED SILL. SEE A4. 1. 25 ROLL DOWN SHUTTER. BY WALGREEN5. 26 LOW WALL WITH LAMINATED CAP. M 27 OPENING BETWEEN I -HOUR PHOTO AND GENERAL SALES AREA. t� 28 PAPER TOWEL DISPENSER. 2g SLAT WALL. BY WALGREEN5. 30 3 -5/8 20 GA. METAL STUDS @ 16 " O.C. 3 1 3/4" PLYWOOD BACKING BETWEEN 5TUD5 UNDER GWB. O 32 WALK -IN COOLER OPENING. 33 APPLY WALL BASE CONTINUOUSLY ALONG EXPOSED PORTION OF - COOLER BELOW DOORS. CUT TOP OF BASE AS REQUIRED TO FIT. 2X4 CLEAT ALONG WALL FOR 5UPPORT OF COUNTERTOP. �O 34 PLASTIC LAMINATED COUNTERTOP WITH BACK AND SIDE 35 SPLASHES- LENGTH TO ALLOW 32" CLEAR SPACE ALONG WALL FOR �~ ~ REFRIGERATOR. CAULK JOINT BETWEEN 13ACK/51DE SPLASH AND WALL. U z CAULK COLOR TO BE WHITE. BY GENERAL CONTRACTOR: ORDER > �+ � � �'' CABINET AND COUNTER THROUGH MYERS. TELE.: 217-735-124 1. I'd 36 A.D.A CLEARANCE REQUIREMENT. W 37 24 DEEP LAMINATED COUNTERTOP AND SUPPORTS WITH � KEYBOARD /MOUSE PLATFORM BY WALGREENS. 38 30 "W X 24 "H CABINET. BY WALGREEN5. 39 4' -0 11 H X LENGTH OF COUNTER MIRROR (LESS 6" EACH END FOR ELECTRICAL OUTLET- COORDINATE WITH E 1.2)-114" # 1 QUALITY POLISHED PLATE GLA55 ELECTROLYTICALLY COPPER PLATED. GLUE TO GWB BEHIND WITH C.R. LAURENCE "MIRRO- MASTIC" 5COOP5 18" O.C. EACH WAY. 40 PANELING - SEE DETAIL 15/A4.2. WALL VINYL TO RUN 2" BEHIND PANELING. 41 REFRIGERATOR BY WALGREEN5. 42 STAINLESS STEEL SINK. STEEL SINK. 43 CONVEX MIRROR. BY WALGREEN5. 44 CLOSURE WALL BY WALGKEENS. SEE DETAIL, 5HT. A4. 1. 45 12" X 12" RETURN AIR GRILL. SEE MECHANICAL DRAWINGS. TH15 DRAWING BEEN ISSUED FOR.: •" FOR KEYNOTES 46 T 64 , SEE MARGIN AT RIGHT. REVIEW 65 2' -O "W PLASTIC LAMINATE (SAME AS WINDOW SILL) OVER GWB FROM BOTTOM OF WINDOW DOWN. SEE PHARMACY WALL DETAIL. PERMITTING 66 314 "x 48" PLYWOOD BLOCKING BETWEEN STUDS UNDER GWB, FROM 3' -2" TO 7-2" A.F.F. CONSTRUCTION 67 3 PIECES OF 3/4x 12" BLOCKING, 2' -4" WIDE, BEHIND GWB, CENTERED @ 30, 59 ", AND 80" A.F.F. FOR MOUNTING OF SINK CABINETS. SEE D -1 . APPROVAL 68 WATER HEATER ON PLATFORM (WHERE APPLICABLE). 69 5/8" GWB. 7p PLASTIC COATED WIRE SHELVING. REVISIONS: - 71 WOOD BLOCKING FOR FAUCET SUPPORT. SEE PLUMBING DRAWG5. 72 METAL GALVANIZED WATER TRAY WITH OVERFLOW TUBE TO FLOOR DRAIN. 73 314" U. L. LISTED FIRE RETARDANT PLYWOOD ON Gil, 18 GA. METAL 5TUD5 @ 6" O.C. - HORIZONTAL. 74 MOP BASIN. SEE PLUMBING DRAWINGS. 75 CURTAIN WALL CASED GWB RETURNED AT MIRROR END. PAINT (PROJECT No.: EXPOSED GWB WEDGE. 05-XXx 76 PROVIDE 3 5/8" 20 GA. METAL 5TUD5 @ 6" O.C. UNDER @ DATE: EACH END OF WATER HEATER PLATFORM 08/22/05 77 FIBERGLASS POLYE5TER PANELS TO UNDER511DE OF PLATFORM. 78 FIBERGLASS PANELS TO UNDER51DE OF OPENING. D 79 3 PIECES OF 3/4x 12" BLOCKING, 3' -0" WIDE, BEHIND GWB, CENTERED @ 37 69% AND 90" A.F.F. FOR FASTENING OF 10 DRAWER FILE CABINET TO WALL. SEE D- I. O I x I METAL EDGE PROTECTION FOR GWB. 81 CLEAR CORNER GUARD. 82 ADA TOILET ROOM SIGN. SHEET No.: b3 OPENING AT PASSAGE #3. A3. Illllillllllllllilllilllj llllllllllllllill IIII I I I I I I I I I I I I IIII 1 1 1 1 1 1 (( I I I I (IIII i (IIII I I I lililil 27 � �� 9 DRIVE THKU WINDOW 12 VARIES 15 SEE SHEET D 1 23 EQ. SIGN EQ 1 g 14 3 O 18 � III II il'I _ 9 � \_ I l i l l l l l l l VI 17 12 27 IIII 2p (IIII INTERIOR ELEVATION @THOTO -" SCALE: 1/8" = P -O" I Iilllllllilllllllllll III Illiillilil V I I I I I I I I I I I I I I I l l l l i l l i i l I Iillllllllllilllilll � Iilliilllllllllilllll `� I Ilillillllllllllllll Iliillillllllll (IIII IIIIIilllllllli IIII I I I I i l l l l l l i l i l l l l l l i l i l l 1 1 1 1 I I I I l i l IIIIIIIIIIIIIIIII III O 12 9 TRAN5TRAX 5Y5TEM 66 79 67 I I � ® 42 12 SIGN O 01 • 0 20 INTERIOR ELEVATION SCALE: 1/8" = I '-O" Ilillllllllllllllllllllllllllllllll illllllllllllllllllll IIIIIIIIIiIII I I I I I I I I I I I I I I l i / Q ji 51M OPP WALL 12 ►n i1i1 it f:::p it 78 SIM OPP WALL 8 INTERIOR ELEVATION @HALL / 38 31 4 0� �. INTERIOR ELEVATION @ PHARMACY 12 ENTRY ELEVATION ' -O" 6" 6" IIII IIII IIIIIIII II IIiIiI IILIIIIIIIIIIIIII1111,1.111 lilllll I I I I I I I lil I I I I I I 1 1 I I I � v- 0 III I,I,IIIIIIII LIIIIIIIIIIIIIIIIIIII ( Ijl�l lil , It 31 4 0� �. INTERIOR ELEVATION @ PHARMACY 12 ENTRY ELEVATION ' -O" 6" 6" TYPICAL WALL SECTIONS AND DETAILS TYPICAL PHARMACY WALL DETAILS NOTE: ADAPT THESE DETAILS WALL MIRROR DETAILS 70 PROJECT REQUIREMENTS GENERAL AND KEYED NOTES FOR WALL SECTIONS AND DETAILS 3 20 23 7 6 13 CONNECTIONS UNLESS SHOWN OTHERWISE, USE THE i FOLLOWING - STUD TO STUD: MIN (2) 1/2" S -12 PAN HEAD Jr - - SCREWS. STUD TO TRACK: (1) 3/8 S - LOW HEAD SCREW � 7 AT EACH FLANGE. TRACK TO BACK WALL AND OTHER 13 8 13 CONNECTIONS AS SHOWN. 8 1 0 3 3 ® 1 t BOTTOM CHORD OF STRUCTURAL STEEL BAR JOIST. �' n o Lj EXTEND BOTTOM CORD TO PROVIDE FOR FRAMING i I o o `,\ 4 13 12" ° SUPPORT WHERE REQUIRED. 7 12 1 HEREBY CERTIFYTHAT TH15 c° R 4 I 7 „ 2 CARRYING 6" METAL STUD, CONTINUOUS. N N 24 �� 6 3 WA5 PREPARED BY ME OR O CARRYING 6" METAL STUD, ® 24" O.C. MAX. ELEVATI ONE ELEVATION TWO UNDER MY DIRECT 18 21 15 3 -5/8" VERTICAL METAL STUDS 24" O.C. 3 SCALE 1/8" = 1' -0' q SCALE 1/8" = 1' -O" AM DULY REG AND THAT 1 EXTEND AND ATTACH TO BUILDING STRUCTURE t AM DULY REGISTERED NOTE: ANY ATTACHMENT OF ABOVE AS PER DETAILS 16 OR 19. 4._2" 4 LAWS OF THE STATE OF ARCHITECT UNDER THE -_- FRAMING MEMBERS TO ROOF _ 5 z METAL DECK IS NOT PERMITTED. O NOT USED. 3' -s 1/2" 3'_6" °� 8" UTAH A5 SIGNED BY MY 0- 12 i - 3 -5/8" METAL STUD HORIZONTAL @ 24" O.C. 8" 1 —10" 6" 6 - _mo o_ HAND AND SEAL. 11 + 8' -0 1/2" '_p" - z z u O 3 -5/8" METAL STUD BRACING ®24" O.C. $ -6„ 4 25 3 3 4 D REQUIRED, SEE DLI 24. 0 *WHERE RATED CLOSURE IS O Q \� P 1 2 DETAIL " 5 i z SEE CEILING PLAN o z Q ALTERNATE DIRECTIONS. 'Z7 ��� SCALE 3 = 1 0 -4-) °o v o Y w O8 3 -5/8" METAL STUD BRACING ® 48" O.C., A4.1 6 u P 2 _ \ o SECURE TO BUILDING STRUCTURE ABOVE - -- D N °` ;� . 8 L.Li _ " ROP -OFF , \� 7 SIMILAR TO DETAIL 16 OR 19 �� O 3 -5 8" METAL TRACK, CONTINUOUS. AT MASONRY, r N a WINDOW 00 z VINYL WALL COVERING O / 2-1/4" /g\ CONSULTATION PICK -UP p ' S O `� E 0 SECURE WITH (2) 3/8" X WEDGE "RED HEAD" � AND VINYL BASE (SEE VINYL WALL OR "MOLLY BOLT" 4' -0" O.C. AT METAL STUD N ;� wINDOw� WINDOW ^ ,� o ROOM FINISH SCHEDULE) AND VINYL WALLS, USE (2) SELF - DRILLING 3/4" TYPE "S - HEX ___ A4.1 1 2 1 0 O AND V L BASE WASHER HEAD AT EACH STUD (24" O.C. MAX.). 7 "R 3' - 10" 20' - 10" O RETURN INTO 3 -5/8" METAL TRACK, SNIP INSIDE FLANGE AND I - _ - - 10 tO 0, OPENING SEE O ATTACH TO EACH VERTICAL AND HORIZONTAL STUD. 1 a 21 NOTE: DIMENSIONS ALONG INTERIOR WALL OF 12 11 SHEET A3.1 / / . 11 12 GA. MINIMUM GALVANIZED STEEL TIE WIRE. TO ALLOW FOR A 4� / j/ 9 A4.1 26 PHARMACY MUST BE HELD SUCCESSFUL INSTALLATION OF THE 6 4 Q SOFFIT SECTION (WHERE APPLICABLE) WALL SECTION WALK—IN COOLER 12 5/8" GWB. 25 / // PHARMACY CONVEYOR AND CABINETRY. , /I 1 �� 1 SCALE 3/8" = 1' -0" 2 SCALE 3/8" = 1' -0" 13 SUSPENDED CEILING. SEE ROOM FINISH SCHEDULE. / / 7 U 06 s O 14 DO NOT ATTACH STUD TO DEFLECTION TRACK TO ALLOW / j/ E T AIL _ VERTICAL MOVEMENT, FIRE CLOSURE, AND STUD SUPPORT / SCALE 3/8" = 1 - 4 a 24 IN ACCORDANCE W/ MANUFACTURER'S STANDARDS. / u 10 15 I vF} WHEN COOLER IS OVER BASEMENT, AN INSULATED FLOOR IS a ; 4 7/8" Q �}' d E 25 15 USED. WALL OPENING HEIGHT SHALL BE 7' -4 ". SEE SHEET o 18 2 .6 DET D ETAIL •�' `-' o cz 2 9 7 3 11 O D1. PLAN i W ® w i 14 1 1 SCALE 3 "= 1' -0" 1 -� SCALE 3/4" = 1 -0 t 6 COMPRESSIBLE FILLER. SCALE 1 /8" = 1' -0" n 1 4 2 2 - - - - -- - - - -- - L W Q 9 17 -- - -- - -- ------ - -© - - - - -- ® 17 ® 1 4 a uj DETAIL 3 4 - -- - -- DETAIL w �m ¢ 16 16 1/4,. =1 > -0" 6 19 1/4 „ =1 > -0” N o SUSPENSION OF SUSPENSION OF 19 0 0i I 13 TOP TRIM 1 VERT. DIVIDER 4 15 " CHANNEL BOTTOM "J FRAMING FOR 17 D � TAI� 18 DETAIL FRAMING FOR N O O O GO ' 1 " =1' -0" FASCIA PARALLEL Q Q 13 w/ CLEAT TRIM — SHOWN PERPENDICULAR TO 1 7 3 4" AT 90 DEGREES ROOF FRAMING. TO ROOF FRAMING. 2 14 M 12 V ' ROOF DECK- FINISH: SATIN ANODIZED ALUMINUM. _ - — 4 ALUMINUM MIRROR TRIM DETAILS O 16 25 i5 - - - - -- o : -•-�8 KEYED NOTES: • 71/4" DE TA I LOW WALL ACOUSTICAL CEILING TILE. O 6 7 4 - - - _ ? N 2 - PARTITIO 2O FACE OF WALL. 1 6 4 7 3/4 18 0 26 1 „ _ 1' -0" -- - -- - RIOR GRADE SECURE TO 2X4 FRAMING BELOW WITH 2 # 0 o - -- - - - - -- - -- - - - - -- - 8 R SE SCREWS 8" O .C. P ©` u- d COA r 2 1 3 5/ LYWOOD XTE - -- - - -- : - - -- -_ - - 4 - - - - -- o 11 ..,.,.,.. ; ......:......... _____ 7 _ __ . __ .. ________ 4 �. O 2X4 #1 CONSTRUCTION GRADE. SPOT GLUE AND ANCHOR TO EACH WOOD STUD WITH #10, 3" �, � �_ 12 LONG WOOD SCREWS OR TO EACH METAL STUD WITH 3" LONG SHEET ROCK SCREWS, OR TO 9 s 10 4 _ 3 t 4 25 "' MASONRY WITH 2 ROWS C.R. LAURENCE "TAPCON" 1 /4" X 3" ANCHORS, 18" O.C. STAGGERED. 5 O eiKC FoR O 2X4 (FLAT) WOOD FRAMING FOR PLYWOOD 16" O.C. "LADDER BACK" FRAME FOR PLYWOOD. SPOT DETAIL DETAIL DETAIL L DETAIL ETAIL SHUT TERS AMB S Tom. LOW WALL GLUE AND NAIL PLYWOOD TO WOOD FRAMING WITH 8D COATED NAILS 12 O.C. „ , 23 DETAIL "_ ._ " EPET�1 >_ ., 25 "- '_ " ( DL 3 "_ ._ .> DETALS PARTITION 5/8" PLYWOOD APA EXTERIOR GRADE A/C SEAL COAT EACH FACE AND ALL EDGES WITH CRL 0 � � " 1 1 > -0" 22 =1 0 1 -1 0 1/2 -1 0 1 -1 0 /4 1 0 8 SCALE 1 1' -0" -- 9 „ - 1 -0 (PLAN) - -� O PALMER "MIRRO- MASTIC" BOND, PMB401GL = 1 O MIRROR - 1/4" PLATE (LOF OR PPG) PANELS ARE TO BE EQUAL WIDTHS. DETERMINE C �� ELECTRICAL CONDUIT THROUGH WALL DETAIL NUMBER OF PANELS USING 2' -6" MINIMUM AND 3' -6" MAXIMUM WIDTHS PER MIRROR PANEL. PROVIDE C.R. LAURENCE -PPG MIRROR EDGE SEALANT AT ALL EDGES. SET MIRROR USING CRL "HEAVY BODIED" MIRROR MASTIC #6000L (NON- ASBESTOS) SCOOPS 18" O.C. EACH WAY W C) WITH ELECTRICAL APPLICATOR. USE C.R. LAURENCE ALUMINUM TOP CHANNEL #D1638A W/ A.C. TILE CEILING AT CLEAT #D1637 (FASTEN WITH SCREWS), BOTTOM "J" CHANNEL #D645A AND VERTICAL DIVIDER 9' -0" A.F.F. #D901 A. C.R. LAURENCE CO. PHONE: (800) 421 -6144. 3 O 19 N /A. �9 N/A. KEYED NOTES 4 8 10 BOTTOM WOOD RETAINER, 3 /4" - MILL KILN DRIED TRIM PREMIUM QUALITY. CUT TO DEPTH OF FEMALE THREADED COUPLING PLYWOOD TO ALLOW MIRROR TRIM TO PASS BY FACE OF TRIM. FASTEN TO 2X4 WITH 8d O » �• o o ° o FINISH MAILS, 16" O.C. PAINT TO MATCH SOFFIT. EXTENTION AS REQUIRED TO o" FINISHED SURFACES TO RECEIVE o 11 N /A. THREADED PLUG. Z PVC PLUG. INSTALL W /SILICONE N � I Z 8d COATED TOE NAILS (ONE EACH SIDE). O 2 SEALANT ON THREADS (TO BE 15 00 13 TOP ALUMINUM TRIM - C.R. LAURENCE #D1638A W/ CLEAT #D1637. FASTEN W/ SCREWS. THIS DRAWING HAS WALL T CKNESS ® S 00TH EXTERI AND INTERI FACE REMOVED AT TIME OF ELEC WIRE 14 DIVIDER ALUMINUM TRIM - C.R. LAURENCE #D901 A. BEEN ISSUED FOR: RUN). SECTION NOT USED 1 5 NOT USED „ „ - REVIEW �3 4 GALVANIZED THREADED SLEEVE 1 3 SCALE 3/8" = 1' -0" 1 4 SCALE 3/8" = 1' -0" 3/4 "= 1' -0" 15 BOTTOM J CHANNEL CR. LAURENCE #D645A. 1 TO RECEIVE "STAR" NUTS AND (- COUPLING "EXTENTIONS" TO KEYED NOTES CCTV SUPPORT DETAIL PERMITTING I 2 FINISHED SURFACES. _ "STAR" LOCKING NUT. GROUT SOLID 13 5/8" GWB. CONSTRUCTION I 4 L -� ALUMINUM FINISH F- SHAPED (4 IN PLACE KEYED NOTES . „ 14 "J" BEAD. 1 3 APPROVAL 2 5 SIDES) SIMILAR TO STYLMARK ##110395. O ROOF STRUCTURE. METAL COVER PLATE. WALL VINYL TO TERMINATE UNDER EXTRUSION. t5 WALL BASE. SEE INTERIOR ELEVATIONS. ' ELEV. TO BE 3 1 O 3/4" THICK WOOD SILL. PLASTIC LAMINATE O 3" DIAMETER HORIZONTAL PIPE SECURELY FASTENED 2 WILSON -ART #2970 -6 ABOVE FINISH WILSON - ART # 2970 - "WHITE 16 "WHITE LEATHER" TO ROOF STRUCTURE, INSTALLED BY GENERAL PLASTIC LAMINATE. FIELD APPLY TO GWB. CONTRACTOR. SPLITFACE LEATHER ", FLUSH W/ WALL FACE. �� REVI5ION5: WAINSCOT & 4 ROLL DOWN SHUTTER BY WALGREENS. (6' -0" 17 CONTINUOUS 2X WOOD NAILER. O3 "PEERLESS" TRUSS CEILING ADAPTER, MODEL #DCT100 7 BULLNOSE @ O OR WIDER SHUTTERS SHALL BE MOTOR 3l4" W/1 1/2" DIA. PIPE, THREADED (NPT), BOTH ENDS 18 SMOOTH /FLAT OPERATED, LESS THAN 6' -0" WIDE SHALL BE 3 -2" PLYWOOD BETWEEN STUDS FROM TO 7' -2" HIGH A.F.F. SEE A3.1. EXTENDED TO 141" A.F.F., INSTALLED BY GENERAL q SURFACE MANUAL). CONTRACTOR. SEE ELECTRICAL DRAWINGS FOR CCTV S PHARMACY CABINETS BY WALGREENS. (SEE 19 (2) 16 GA. 6" METAL STUDS. ATTACH TO MONITOR OUTLET LOCATION OVER CHECK -OUT DISPLAY O FIXTURE PLAN). VERTICAL STUDS AT EACH END. ENDSTAND, OPPOSITE ENTRANCE. 1 1/2" EXTENSION 8 20 N /A. SHALL BE DIRECTLY ADJACENT OUTLET, AND PLUMB, 2x2 STEEL POST W/ MOUNTING TABS, BOLTED AVOIDING CEILING LIGHT FIXTURE AS NECESSARY. TO SLAB. 2t WALL MIRRORS ABOVE. SEE PROJECT PEERLESS PRODUCTS SPECIFIED CAN BE PURCHASED i PAINT PIPE PROJECT No FLOOR PLAN IF REQUIRED. 4 5 -006 THROUGH "MARTCO ", 800 - 233 -7769, TERESA 1/4" REVEAL PANEL. PAINT BLACK. BLACK FROM 22 N /A. GOODMAN. 6 ' THREADS TO 28 WALL SECTION AT SLEEVE IN ELECTRICAL ROOM O PLAN CEILING. SEE REFLECTED CEILING 0 / O LINE OF FINISHED CEILING. " ABOVE DATE: 0!/16/06 23 N A. 141"A. FINISHED O A4.1 3 = 1 -0 24 CLOSURE WALL BY WALGREENS. 3/4 1X8 WOOD GROUNDS. „ 5� OUTLINE OF CCTV MONITOR AND SUPPORT BRACKET, _ l L - CEILING. O BUTT GLASS PANELS TOGETHER AT MIDPOINT PLYWOOD WITH PLASTIC LAMINATE FINISH. BY WALGREENS (150LB LOAD). I - 1 SHEET TITLE: OF OPENING AND SEAL W/ CONTINUOUS BEAD (PLASTIC LAMINATE TO EXTEND UP TO TOP 'PEERLESS" ESCUTCHEON RING, MODEL #ACC OF SILICONE FULL LENGTH OF SEAM. OF COUNTER WITH 2X4 TOE CLEAT). O 640 - CHROME. TYPICAL + ICAL 10 EXTEND VERTICAL STUDS TO STRUCTURE 25 CONVEYOR TROUGH. BY WALGREENS. IN SEISMIC ZONES, PROVIDE ADDITIONAL SUPPORT AS I �l 1 O DETAILS ABOVE AND SECURE. O DETERMINED BY STRUCTURAL ENGINEER. SEE I I 11 6" METAL STUDS 24" O.C. STRUCTURAL DRAWINGS. L- - _ - - J gO STANDARD TEE MOUNTED 2" ABOVE FINISHED CEILING SHEET No.: 12 3 5/8 METAL STUDS 24 O.C. FOR WIRE CHASE TO MONITOR. 29 DETAIL A4.1 SCALE 3/4" = V -0" A4 . I TYPICAL TOILET ROOM DETAILS NOTE: SLOPE FLOOR TO FLOOR DRAINS FOR P051TIVE DRAINAGE ENTRANCE DETAIL.5 !� 2 0 'r j AK .: ►�' , j H y �//aaI I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNED BY MY HAND AND SEAL. SCALE 1 /4'= P-9 I PIER DETAIL PLAN -NO GRILLE SCALE I " =11 NI 5ECURITY ROLLING GRILLE REQUIRED ONLY FOR HIGH SECURITY STORES. VERIFY WITH WALGREEN5 REAL ESTATE MANAGER. v o O � v o o Lo O 4 "�- o ONE -WAY MIRROR BETWEEN OFFICE AND I -HR PHOTO I KEYED NOTES O 1/4" ONE -WAY MIRRORED GLA55 (BY WALGREEN5) IN ALUMINUM FIN15HED EXTRUSION (4 SIDES). WALL VINYL TO TERMINATE UNDER EXTRUSION. 24" HIGH X 22' WIDE GYP. BD. OPENING WITH VINYL WALLCOVERING O FINISH. (BY GEN. CONTRACTOR). SCALE: 3" = 1'-0` CORNER GUARD AND PROTECTED WALL DETAILS AT PPASS PASSAG wT TRAFFIC WALL SECTION AT EMPLOYEE R OOM 9 SCALE 3/4 " =1'-0" I SCALE 3/4 " =1'-0" MA50NRY OR STUD WALL DETAIL I I SCALE 3 = WALL SECTION TOP TRIM @ PA NELING 2 SCALE 3' =1'-O' KFYFD ?d O 1/4' TEMPERED MA50NITE. 02 G' VINYL BASE. O 3-1/2 X 3-1/2" X 48" HIGH PREFABRICATED CORNER GUARD - 5TAINLE55 STEEL WITH ROUNDED CORNERS. O PANELING: 8"X 8" GRID PATTERN, TONGUE AND GROOVE CONNECTION. 05 STANDARD PANEL J -BEAD CAP MOLDING. O J -BEAD CAP OVER MA50NITE. 07 WA O WA O VINYL WALL COVERING. RUN 2" MIN. BEHIND WALL PANELING. m INTERIOR ELEVATIONS - MENNOMEN SCALE 1 /4 "= P-9 NOTE: THESE DETAILS ARE ONLY GENERIC SHOWING TYPES AND RELATIVE LOCATIONS OF ACCESSORIES. ALL CONFIGURATIONS AND DIMENSIONS SHALL BE AS PER LOCAL CODES. 14 INT. ELEV. - RX RESTROOM SCALE I /4 " =1'-0' ( DL LL SECTION 5CALE 3 " =1'-O" KEYED NOTES AND ACCESSORY DATA O FIBERGLA55 POLYESTER PANELS. 12 CERAMIC TILE BULLN05E TRIM. SEE DETAIL - I I /A4.5. 22 CERAMIC TILE COVE BASE TO TOP OF TILE BASE. BUTT INSTALL TO FLOOR TILE, DO NOT INSTALL ON TOP OF FLOOR TILE. 03 OVERHEAD BRACED TOILET STALL PARTITION. 0 GRAB BARS IN EACH TOILET ROOM. MOUNT 3' A.F.F. O TOILET TISSUE DISPENSER. FURNISHED AND INSTALLED BY WALGREEN5. 06 FEMININE NAPKIN DISPOSAL: MOUNT TOP AT 2' -O" A.F.F. O MIRROR (AT EACH LAVATORY) MOUNT BOTTOM AT 3'-4' A.F.F. 8O 12" DEEP PLASTIC COATED WIRE SHELVING AT GO"* 72" A.F.F. O RECE55ED ROLL PAPER TOWEL DISPENSER AND WASTE RECEPTACLE ROUGH OPENING: 14 1112'X 39 5/8 ". TOP OF R.O. AT 50" A.F.F. 1 o FLUSH LEVER TO BE ON OPEN 51DE OF STALL PER A.D.A. 1 ADA ACCE55151 F TOILET ROOM. NAME PLATE ON II/At 1 1 3 5' -0" DIAMETER WHEEL CHAIR SPACE ALLOWANCE 14 CORNER GUARD : SEE DETAIL - I I /A4.2. 15 MOP BASIN. 6 N/A. 17 ELECTRIC WATER COOLER. 18 URINAL SCREEN. 19 WA. 20 SEALANT. 21 CERAMIC TILE FLOOR. 22 24% X 12'H BLOCKING UNDER GWB FOR TISSUE DISPENSER (TYP.). 23 BABY CHANGING STATION -OPEN BED HEIGHT @ 33 ". FOLLOW MANUFACTURERS STUD SPACING AND ANCHORING TO MEET OR EXCEED DE51GN LOAD CAPACITY. MOTION DETECTOR AND PRESENCE SENSOR ADJUST THIS DIMENSION AS REQUIRED TO INSURE CLEARANCE OF GRILLE OVER MOTION DETECTOR OF DOOR. ( D 5CALE ��4 - ! BRICESS DETAIL 4 ENTRANCE SECTION J'-O " SCALE 1/2"- V KEYED NOTES `COORDINATE WITH DOOR MANUFACTURER. O 3 -51V METAL STUD FRAMING WITH 518" GYPSUM BOARD UP TO SOFFIT /CEILING. (TYPICAL). O BRUSH TYPE BIRD STOP. O ROLLING GRILLE GUIDE RAIL O PROVIDE OPEN SPACE IN SOFFIT FRAMING TO ACCOMMODATE HOUSING OF SECURITY ROLLING GRILLE. SEE FIXTURE PLAN AND DOOR SCHEDULE. O MA50NRY ENTRANCE PIER. NO MITERED CORNERS (135° SPECIAL SHAPE). O GYPSUM BOARD SOFFIT IN GENERAL SALES AREA @ 12' -0" A.F.F. 7O STOREFRONT ENTRANCE. SEE SHEET A4.3. O 5TAINLE55 STEEL GUIDE RAIL, 30 "H X 3G "L (CORE DRILLED). LOCATE GUIDE RAIL TO CLEAR SECURITY GRILL BY 2'. ADD 2 112" 5TAINLE55 STEEL P05T AT WINDOW JUST IN51DE ROLLDOWN GRILL, (PROVIDED BY DOOR MFR. INSTALLED BY GENERAL CONTRACTOR). 3' X 3"X 1/4" STEEL JAMB TUBE INSTALLED IN BRICK REVEAL. 10 RECESSED ENTRY KEY SWITCH * POWER OUT ENTRY TERMINAL (P.E.T.) AS MANUFACTURED BY STOREFRONT SECURITY CLOSURES, INC. MOUNT @ 4' -0" A.F.F. 11 WA. 12 APPROVED COMPACTED GRANULAR FILL. 13 #4 X 18" X 18" BENT REBAR DOWELS, 24" O.C. 14 2' RIGID INSULATION 24" VERTICAL AND 24' HORIZ. VAPOR BARRIER ON GRANULAR SUB -BASE UNDER REINFORCED CONCRETE SLAB. SEE DETAILS ON A2.2 AND A2.3. 15 112" X 7' ASPHALT BOARD CONSTRUCTION JOINT. PROVIDE 112"X 1/2" 5EALED TO TOP OF POLY5ULFIDE. COVER WITH DOOR THRESHOLD. 16 4" MINIMUM CONCRETE SLAB WITH W.W.F. - TYPICAL. (POUR-LINE BELOW DOOK51LL5). 17 STEEL REBAR5. 18 BOTTOM OF FOOTING SHALL BE BELOW FROST LINE IN ALL REGIONS WHERE FREEZING15WELUNG OCCURS. 19 RECESSED EMERGENCY OPENING DEVICE FOR GRILLE DOOR BY DOOR MANUFACTURER @ 3'-9 A.F.F. 20 BACKER ROD AND CAULK. DO NOT SAW CUT BRICK REVEAL W T-4 O O o W O t 0 r� C0 v 0 'd tko > E z BEEN D ED FOR. I REVIEW PERMITTING CONSTRUCTION APPROVAL II REV15ION5: — 1 PROJECT No.: 05 -OOG DATE: O 1 / I G /OG 115HEET TITLE: 1 STANDARD DETAILS 5HET No.: A4.2 l r��PL� - TOILET ROOMS 1-T. [ "� 13 PLAN - RX RESTROOM SCALE I /4 "= � DETAIL (ONE -WAY MIRROR B /W OFF A I -HR PH AUTOMATIC SLIDING DOOR ENTRANCE DETAIL (TYPICAL) NOTE: COORDINATE FRAMES OF AUTOMATIC DOORS, WINDOW STOREFRONT, AND DRIVE -THRU WINDOW FINISHES TO MATCH. ❑ BRONZE ❑ CLEAR ANODIZED ❑ OTHER 1 /--\ T(MM /CD t l ACC MOTION DETE X :O * SEE MANUFACTURER'S SHOP DRAWINGS (DIMENSIONS MAY VARY). ® CLEAR LOW -E INSULATED GLASS NOTE: FOR LOCATIONS DESIGNATED AS HURRICANE AREAS, PROVIDE (LAMINATED SAFETY GLASS -INNER AND LABEL: REFER TO 1 -3, 5, 6, 11, 13 & 16 ABOVE AND INSTALL THE FOLLOWING SIGN (11 "X 6 ") IN THE OFFICE AND OUTER PANE). ONE EACH AT RIBBON WINDOWS. @B 1/4" CLEAR LAMINATED SAFETY GLASS, TO TOILET ROOM (WITH STALLS) DOOR AND HARDWARE SCHEDULE 1) KEYED NOTES 9) O WALGREENS 50 "W X 5 "H RED TRANSOM DECAL SIGN, STORE ADDRESS DECAL, AND STORE HOURS SIGN BY CLEAR LOW -E WALGREENS. O N/A WHEEL CHAIR SIGN TO BE MOUNTED 60' A.F.F. ON WALL AT LATCH SIDE OF DOOR. O N/A 10) O 1 3/4" FLUSH CART BARS. NOTE TO ARCHITECT: DETERMINING FIRE RATING OF DOORS AND FRAMES IS REQUIRED O N/A O "IN EMERGENCY PUSH TO OPEN" DECAL (INSTALL ON MUNTIN BAR, STORE SIDE ONLY). BOTH EDGES OF DOOR. MANUFACTURER: ROCKWOOD; (DOOR EDGE, PART #308 AND O ALUMINUM THRESHOLD, (EXTENDED FULL LENGTH OF OPENING), 1/4" X 4" WIDE X CONTINUOUS RIBBED W/ #309). NOTE: PART #309 IS TO BE APPLIED TO TAPERED EDGE OF DOOR ONLY. BEVELED EDGES ACROSS MASONRY OPENING. W.O. = WALL OPENING: VERIFY WITH FLOOR PLAN. 8� KEYED ENTRY SWITCH 4' -0" A.F.F. KEY SWITCH TO BE KEYED ALIKE TO THE ADAMS RITE DOOR HOOK LATCH. 9 SEE GENERAL FLOOR PLAN FOR THIS CONSTRUCTION. SEE SHT. D -1. LESS THAN DOOR WIDTH. MANUFACTURED BY ROCKWOOD OR APPROVED EQUAL. 10 STAINLESS STEEL GUIDE RAIL 30 "H X 36 "L (CORE DRILLED). FOR SECURITY STORES, MOVE GUIDERAIL OUT (INSTALL ON PUSH SIDE ONLY.) CLEAR SECURITY GRILL BY 2" ADD 2 1/2 STAINLESS STEEL POST AT WINDOW JUST INSIDE ROLLDOWN GRILL 12) (PROVIDED BY DOOR MFR., INSTALLED BY GENERAL CONTRACTOR). SEE SECURITY GRILL DETAIL. 7) 11 RECESSED PULL HANDLE IN MUNTIN BAR, (ENTRY DOOR ONLY). MOUNTING; MANUAL OPERATION, CYLINDER LOCK. (SEE NOTE #1 ON DOOR & 12 BASE SET IN SEALANT TAPCON 1/4" X 1 3/4" @ 12" O.C. Q 13 ANCHORS 18" O.C. 6" FROM ENDS - TYPICAL (USE #4 POWDER DRIVEN @ STEEL, 1/4" WS @ WOOD, 1/4" USE ONE -WAY GLASS VISION PANELS: 13) TAPCON @ CONCRETE). 14 SECURITY BOLLARDS IN HIGH SECURITY LOCATIONS. BY GENERAL CONTRACTOR. SEE DTL. 12/CO.0. AREA. OTHER INTERIOR DOOR CLOSERS TO BE MOUNTED ON ROOM SIDE OF DOOR. 15 N /A. ' 16 CONTINUOUS .062 OR EXTRUDED ALUMINUM SILL FLASHING, MATCH COLOR. APPLY REMOVABLE METAL GLASS STOPS ON SECURE SIDE OF DOOR. PRIME AND 17 TYPICAL 1/4" BLOCKING BACKER ROD AND MATCHING SEALANT COLOR. E NOTE: COORDINATE FRAMES OF AUTOMATIC DOORS, WINDOW STOREFRONT, AND DRIVE -THRU WINDOW FINISHES TO MATCH. ❑ BRONZE ❑ CLEAR ANODIZED ❑ OTHER 1 /--\ T(MM /CD t l ACC MOTION DETE X :O * SEE MANUFACTURER'S SHOP DRAWINGS (DIMENSIONS MAY VARY). ® CLEAR LOW -E INSULATED GLASS NOTE: FOR LOCATIONS DESIGNATED AS HURRICANE AREAS, PROVIDE (LAMINATED SAFETY GLASS -INNER AND LABEL: REFER TO 1 -3, 5, 6, 11, 13 & 16 ABOVE AND INSTALL THE FOLLOWING SIGN (11 "X 6 ") IN THE OFFICE AND OUTER PANE). ONE EACH AT RIBBON WINDOWS. @B 1/4" CLEAR LAMINATED SAFETY GLASS, TO TOILET ROOM (WITH STALLS) DOOR AND HARDWARE SCHEDULE 1) LOCKING HARDWARE TO USE STANDARD KEYWAYS AND CYLINDERS. LOCKING 9) NAME PLATES (TOILET ROOMS): COMMERCIAL GRADE A.D.A. COMPLIANT TACTILE SIGN (MEN, HARDWARE: HARDWARE TO BE KEYED IN THREE SETS: A) PHARMACY DEADBOLTS SHALL BE CLEAR LOW -E WOMEN, & HANDICAPPED). SIGNS TO HAVE BRAILLE, REGULAR COPY AND PICTOGRAPH OF KEYED ALIKE B) ALL COMBINATION LOCKSET OVERRIDE KEYS SHALL BE KEYED ALIKE WHEEL CHAIR SIGN TO BE MOUNTED 60' A.F.F. ON WALL AT LATCH SIDE OF DOOR. TO SOUTHWEST EXPOSURE. FOR SERVICE. C) ALL OTHER STORE HARDWARE WITH KEYS SHALL BE KEYED ALIKE. 10) PROTECTION PLATES: SHALL BE STAINLESS STEEL, 20 GAUGE, US32D FINISH, 52" HIGH 2) NOTE TO ARCHITECT: DETERMINING FIRE RATING OF DOORS AND FRAMES IS REQUIRED 'f WITH OVERLAP TYPE DOOR EDGE PROTECTORS, (STANDARD 18 GAUGE) APPLIED TO BY CODES. LABEL DOOR IN SPACE PROVIDED. - fi BOTH EDGES OF DOOR. MANUFACTURER: ROCKWOOD; (DOOR EDGE, PART #308 AND 3) SEE FLOOR PLAN FOR DOOR SWINGS. #309). NOTE: PART #309 IS TO BE APPLIED TO TAPERED EDGE OF DOOR ONLY. 4) W.O. = WALL OPENING: VERIFY WITH FLOOR PLAN. 11) KICK PLATES: SHALL BE STAINLESS STEEL WITH US32D FINISH. 10" HIGH AND 2" � m LESS THAN DOOR WIDTH. MANUFACTURED BY ROCKWOOD OR APPROVED EQUAL. 5) PROTECTION & KICK PLATES ON PUSH SIDE ONLY. c� (INSTALL ON PUSH SIDE ONLY.) 6) UNLESS NOTED OTHERWISE, INTERIOR DOORS ARE WOOD, EXTERIOR DOORS ARE METAL. 12) ROLLING SHUTTER (AT CONVEYOR SHAFT): U.L. LABEL AS REQUIRED. FACE 7) VISION PANELS: 10" X 10" WITH WIRE GLASS. DOORS "D ", "H" AND "I" LAMINATED MOUNTING; MANUAL OPERATION, CYLINDER LOCK. (SEE NOTE #1 ON DOOR & SECURITY GLASS 15" X 30" (ONE -WAY OR CLEAR AS DESCRIBED BELOW). Q HARDWARE SCHEDULE). 0 USE ONE -WAY GLASS VISION PANELS: 13) SALES AREA DOOR CLOSURES TO BE MOUNTED ON SIDE OF DOOR OPPOSITE SALES A) IN DOORS ON EXIT CORRIDORS. AREA. OTHER INTERIOR DOOR CLOSERS TO BE MOUNTED ON ROOM SIDE OF DOOR. s B) IN DOORS FACING SALES AREA, EXCEPT DOOR "D" (ALWAYS CLEAR). ' ALL CLOSURES SHALL HAVE A MAXIMUM 5 POUNDS PULL PER ADA. APPLY REMOVABLE METAL GLASS STOPS ON SECURE SIDE OF DOOR. PRIME AND 14) UNDERCUT DOOR 1". E PAINT. 8) EXIT DOORS: DURING BUSINESS HOURS EXIT DOORS SHALL BE OPERABLE FROM INSIDE 15) LATCHING IS REQUIRED FOR FIRE -RATED DOORS. USE SCHLAGE AL10S- SAT -626. WITHOUT USE OF A KEY. HARDWARE FOR HANDICAPPED SHALL CONFORM TO LOCAL 16) COMBINATION LOCKSET WITH SERVICE KEY OVERRIDE: TRILOGY DL2700 BY ALARM LOCK, � BUILDING CODES OR ANSI 4.13.10 AS RULES APPLY. FIRE EXIT DOORS AND FRAMES "B" O 1- 800 - 252 -5625 OR MARKS IQ1K /26ME *T, BY MARKS, U.S.A. 1- 800 - 526 -0233. SHALL BE U.L. LABEL RATED 1 1/2 HOURS. FOR EXTERIOR EXIT DOORS (NON- ENTRY) USE ALARM LOCK, MODEL 715, DELAYED EGRESS EXIT ALARM W/ FIRE 17) FOR HIGH SECURITY STORES, ADD PG30 W /RETURN SHUNT, BY ALARMLOCK (PASSAGE #1 ALARM SHUNT. ONLY). BETWEEN SALES AND PASSAGE TO STOCK ROOM BETWEEN PHARMACY & PATIENT SEATING HARDWARE: HARDWARE: HARDWARE: HINGES: 1 1/2" PAIR BUTTS, FBB -179 4 HINGES: 1 1/2" PAIR BUTTS, FBB -179 4 HINGES: 1 1/2" PAIR BUTTS, FBB -179 4 1/2" X 4 1/2" PC, STANLEY 1/2 X 4 1/2 PC, STANLEY LAMINATED 1/2" X 4 112 PC, STANLEY , 0 PULL /PLATE: 8305 -8, 4" X 16 ", US26D. -4 LOCK: COMBINATION LOCKSET. NOTE 16. GLASS - -0 „ LOCK: COMBINATION LOCKSET. NOTE 16. IVES DEADBOLT: B662P -626, SCHLAGE. CLOSER:750OBFDA -M, ALUMINUM NORTON a CLOSER:750OBFH -M, ALUMINUM NORTON (FOR RX WITH (2) DOORS ONLY). DEADBOLT ri FLOOR BUMPER: 4368, US26D. IVES 10' [ CENTERLINE 8" BELOW CYLINDER BORE. �}- SILENCERS: RUBBER GJ64 GLYNN JOHNSON tD F� is CO DEADBOLT: B660P -626, SCHLAGE. (FOR RX " FLOOR BUMPER: 4368, US26D. IVES WITH (1) DOOR). DEADBOLT CENTERLINE 8" SILENCERS: RUBBER GJ64 GLYNN JOHNSON BELOW CYLINDER BORE. O O CLOSER:160113F, ALUMINUM NORTON * B1 = 3' -0" W FLOOR BUMPER: 436B, US26D. IVES SILENCERS: RUBBER GJ64 GLYNN JOHNSON LABEL: REFER TO 2, 3, 5 -7, 10, 13, 15, & 17 ABOVE LABEL: REFER TO 2, 3, 5 -7, 10, 13 & 16 ABOVE. LABEL: REFER TO 1 -3, 5 -7, 11, 13 & 16 ABOVE BETWEEN PHARMACY /EMPLOYEE ROOM /PASSAGE TO ELECTRICAL ROOM TO STORAGE ROOM /BOTTLE ROOM HARDWARE: HARDWARE: HARDWARE: HINGES: 1 1 12" PAIR BUTTS, FBB -179 4 HINGES: 1 1/2" PAIR BUTTS, FBB -179 4 HINGES: 1 1/2" PAIR BUTTS, FBB -179 4 1/2" X 4 1/2" PC, STANLEY 1/2" X 4 1/2" PC, STANLEY 1/2" X 4 1/2" PC, STANLEY LOCK: COMBINATION LOCKSET. NOTE 16 LOCKSET:ONE SCHLAGE AL80PD- SAT -626 LOCKSET: ONE SCHLAGE AL70PD -SAT -626 - 0 DEADBOLT: B660P -626 SCHLAGE. (STOREROOM FUNCTION) (CLASSROOM FUNCTION) DEADBOLT CENTERLINE 8" BELOW W /DETECTABLE WARNING KNURLED CLOSER: 7500DA, ALUMINUM NORTON CYLINDER BORE. Q HANDLE. FLOOR BUMPER: 4368, US26D. IVES co b o CLOSER:1601BF, ALUMINUM NORTON CO = CLOSER: 7500DA, ALUMINUM NORTON 00 t I FLOOR BUMPER: 436B, US26D. IVES SILENCERS: RUBBER GJ64 GLYNN JOHNSON FLOOR BUMPER: 436B, US26D. IVES t SILENCERS: RUBBER GJ64 GLYNN JOHNSON SILENCERS: RUBBER GJ64 GLYNN JOHNSON NOTE: FOR PUERTO RICO VALUABLE D1• ONE -WAY VIEWER: E ROOM LOCKSET: ONE SCHLAGE I 190 ALUMINUM O O ALL8 PD- SAT -626 (STOREROOM FUNCTION). O TINTED LOW -E INSULATED GLASS. HARDWARE: C1 CLEAR LOW -E INSULATED GLASS - TINTED IN HINGES: 1 1/2" PAIR BUTTS, FBB -179 4 A SOUTHEAST TO SOUTHWEST EXPOSURE. ON 1/2" X 4 1/2" PC, STANLEY @D TOWER GLASS ABOVE TO BE 1/4" CLEAR. 'f ,3 PULL /PLATE:8305 -8, 4" X 16 ", US26D. - fi 1" INSULATED GLASS = 1/4" + 1/2" + 1/4" 06 0 IVES PUSHPLATE: 8200 4" X 16" US26D IVES GLASS AIR GLASS ° EXTERIOR ELEVATION tD CLOSER: 16018F, ALUMINUM NORTON (D l /4" = 1' -0" ADAPT THIS DETAIL TO PROJECT REQUIREMENTS FLOOR BUMPER: 4368, US26D. IVES SILENCERS: RUBBER GJ64 GLYNN JOHNSON G HOLD 16' -0 1/2" MASONRY ROUGH OPENING 16' -0" FRAME WIDTH 1' -0" MIN 2' -0" MAX 7' -0" MIN. R . 7' -0" M 3' -0" 0 i t I 1 1 3' -0" 1 3/4-111 3/4 3/4" O III III MOTION DETECTOR EQ EQ AND PRESENCE 14 SENSOR 10 O PANIC BREAKAWAY OUTSIDE @ LL�NTRANCE EN DOOR 1 /4 = 1' -0" 3 DETAIL 1 1/2" = 1' -0" � O "DETECTOR AND PRESENCE SENSOR O PANIC BREAKAWAY (DD'E TAIL.r � F LABEL: REFER TO 1 -3, 5, 6, 9, 11, 13, 14 & 15 ABOVE TO EMPLOYEE ROOM HARDWARE: HINGES: 1 1/2" PAIR BUTTS, FBB -179 4 1 /2" X 4 1/2" PC, STANLEY PULL /PLATE:8305 -8, 4" X 16 ", US26D. t IVES 0 I PUSHPLATE: 8200, 4" X 16 ", US26D. IVES M co NOTE: DOORS TO BE CLOSER:1601BF, ALUMINUM NORTON BI- DIRECTIONAL ACTIVATING WHEN M FLOOR BUMPER: 436B, US26D. IVES APPROACHED FROM EITHER SIDE. O I SILENCERS: RUBBER GJ64 GLYNN JOHNSON DETAIL DETAIL (ETAIL DETAIL 5 1 1/2" = V -0" 6 1 _ 1/2"= 1' -0" 7 1 = 1 1/2" ' -0" 8 1 1/2" = V -0" NOTE: DETAILS ARE BASED ON MASONRY CONSTRUCTION. REFER TO PLAN AND ELEVATIONS. ADAPT TO ACTUAL CONDITIONS. LABEL: REFER TO 1 -3, 5 -7, 11, 13, & 15 ABOVE LOADING DOCK NOTE: RAISE OH DOOR HOOD TO MIN. 9" CLEAR BOTH SIDES. CLEAR AIR PROVIDE PERIMETER & CURTAIN UNIT. HOOD WEATHER SEALS. SEE SHT. A4.5 0 FOR DETAIL. PULL CHAIN- CHAIN SIDE IS OPPOSITE CONVEYOR. ONE -WAY ° SEE FIXTURE PLAN. VISION PNL. °p im INDUSTRIAL GRADE (1/4 O MINIMUM THICKNESS) SLIDE BOLT FOR PADLOCK EACH SIDE. REFER TO 1, 2, 4, & 6 ABOVE CONVEYOR ACCESS HARDWARE: HINGES: 1 1/2" PAIR BUTTS, FBB -179 4 1/2" X 4 1/2" PC, STANLEY 0 0 LOCKSET:ONE SCHLAGE AL80PD- SAT -626 cO (STOREROOM FUNCTION) CLOSER: 750OBF, ALUMINUM NORTON O FLOOR BUMPER: RUBBER GJ64 GLYNN JOHNSON REFER TO 1 -3 & 6 ABOVE LABEL: REFER TO 1 -3, 5 -7, 11, & 13 ABOVE TO TOILET ROOM (WITHOUT STALLS) HARDWARE: HINGES: 1 1/2" PAIR BUTTS, FBB -179 4 1/2" X 4 1/2" PC, STANLEY ,* CLOSER:1601BF, ALUMINUM NORTON LOCKSET:ONE SCHLAGE AL40S -SAT -626 00 Q FLOOR BUMPER: 436B, US26D. IVES SILENCERS: RUBBER GJ64 GLYNN JOHNSON G1 LABEL: REFER TO 1 -3, 5, 6, 9, 11, 13, 14 & 15 ABOVE TO EXTERIOR HARDWARE: HINGES: 1 1/2" PAIR BUTTS, FBB -179 4 1/2 X 4 1/2" PC, STANLEY o (NON- REMOVABLE PIN W/ SECURITY STUD) 1n SECURITY PANIC BAR: SUR -LOCK MODEL, WI /O 2000L WITH A J STANDARD MORTISE CYLINDER FOR HIGH SECURITY STORES: SUBSTITUTE SECURITECH; MP, PANIC EXIT LOCK MODEL #4945 -WG6 W/ STAND. MORTISE CYLINDER. CLOSER: UNI P7705DA -M, ALUMINUM NORTON THRESHOLD: 78A, 4" X 40" ALUMINUM DORBIN SWEEP: 83AL, X 40" RUBBER DORBIN WEATHER STRIP: 399AV, VINYL DORBIN ONE -WAY VIEWER: #698 190 ALUMINUM IVES LABEL: I REFER TO 8 ABOVE ENTRANCE GRILLE /SHUTTER TOWER ACCESS 2' - 6" HARDWARE: z_ HINGES: 1 1/2" PAIR BUTTS, FBB -179 4 1/2" X 4 1/2" PC, STANLEY ° LOCK: DEADBOLT: B660P -626 SCHLAGE. PULL: 8112 -5, US26D, IVES I�R CLOSER: 1601BF, ALUMINUM NORTON THRESHOLD: 78A, 4" X 30" ALUMINUM DORBIN SWEEP: 83AL, X 30" RUBBER DORBIN WEATHER STRIP: 399AV, VINYL DORBIN REFER TO 1-3, 6, & 15 ABOVE LABEL: REFER TO 1 -3, 5 -7, 11, & 13 ABOVE TO OFFICE /TRAINING HARDWARE: HINGES: 1 1/2" PAIR BUTTS, FBB -179 4 0. 1/2" X 4 1/2" PC, STANLEY LOCK: USE COMBINATION LOCKSET, NOTE 16. x CLOSER:1601BF, ALUMINUM NORTON FLOOR BUMPER: 436B, US26D. IVES SILENCERS: RUBBER GJ64 GLYNN JOHNSON O LABEL: REFER TO 1 -3, 5 -7, 11, & 13 ABOVE TO PORTER ROOM HARDWARE: HINGES: 1 1/2 PAIR BUTTS, FBB -179 4 1/2" X 4 1/2 PC, STANLEY 00 LOCKSET:ONE SCHLAGE AL53PD- SAT -626 in (ENTRY FUNCTION). CLOSER: 1601 BFH, ALUMINUM NORTON SILENCERS: RUBBER GJ64 GLYNN JOHNSON LABEL: REFER TO 1 -3, 5, 6, 11, 13, & 14 ABOVE CONVEYOR SHUTTER __CTION PLATE _AP TYPE DO( EDGE PROTECTOR - REFER TO 10 ABOVE 9 DETAIL 6" = 1' -0" TO EXTERIOR COMPACTOR CHUTE -4 HARDWARE: 'I 'f HINGES: PAIR OF SPRING LOADED i ■ HINGES, STANLEY, 2060RUSP LATCH: ND25 80PD xXC12 005, xRHO (LEVER LOCK), SCHLAGE. SILENCERS: RUBBER GJ64 GYLYNN JOHNSON WEATHER STRIP: 399S, VINYL DORBIN OR EQUAL, ALL AROUND FRAME I HEREBY CERTIFY THAT THI5 PLAN AND 5PECIFICATION WA5 PREPARED BY ME OR UNDER MY DIRECT 5UPERV15ION AND THAT I AM DULY REG15TERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH A5 51GNED BY MY HAND AND SEAL. W r� 0 0 c; QJ , O r° -� sd 0 >� '-DO ` I-� THI5 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CON5TRUCTION APPROVAL IIREVI51ON5: - I I PROJECT No.: 05 -OOG DATE: 01/ 1 G /OG SHEET TITLE: DOOR DETAILS 5HFA4.3� v ON -�--� O v° 06 0 � m 0 0 0 c� Q� Q 0 L^ s U ' cn E cd yf� E • � � O tU W r� 0 0 c; QJ , O r° -� sd 0 >� '-DO ` I-� THI5 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CON5TRUCTION APPROVAL IIREVI51ON5: - I I PROJECT No.: 05 -OOG DATE: 01/ 1 G /OG SHEET TITLE: DOOR DETAILS 5HFA4.3� LINTEL (AS REQUIRED) BY GENERAL CONTRACTOR. COORDINATE W/ -TURAL 'IN GS. , Y ' A -453 s� CD A 7/ ' ® I HEREBY CERTIFY THAT TH15' PLAN AND 5PECIFICATION WA5 PREPARED BY ME OR UNDER MY DIRECT 5UPERVISION AND THAT I AM DULY REG15TERED ARCHITECT UNDER THE LAW5 OF THE STATE OF UTAH A5 SIGNED BY MY HAND AND 5EAL. L N S E 6' -i 1 7/8" COUNTER TOP rol PARTIAL PLAN AT DRIVE -THRU WINDOW 3/4" = 1' -0" GENERAL NOTES: GENERAL CONTRACTOR: SHALL PROVIDE WINDOW, COUNTER AND TRANSTRAX AS MANUFACTURED BY E.F. BAVIS AND ASSOCIATES. ALSO, GENERAL CONTRACTOR SHALL PROVIDE WALL OPENINGS, MODULAR ALL —IN —ONE WINDOW UNIT BY E.F. BAVIS AND ASSOCIATES, INC., LINTELS AS REQUIRED AND SPECIFIED BY THE ARCHITECT, INSTALL THE WINDOW AS SPECIFIED AND FINISH UP TO THE WINDOW AND COUNTERTOP UNITS. CONTRACTOR SHALL ENSURE WALL OPENINGS ARE PLUMB AND SQUARE. OPENING SHALL BE OF A MINIMUM DIMENSION OF 5' -0" WIDE BY 4' -3 1/4" HIGH WITH A TOLERANCE OF NO MORE THAN 1/2 LARGER IN EITHER DIMENSION OF HEIGHT OR WIDTH. ELECTRICAL CONTRACTOR: SHALL PROVIDE ALL BOXES, OUTLETS, WIRING, AND DRIVE —THRU ALARM & SENSOR AS NOTED. BREAKERS CONTROLLING EQUIPMENT SHALL BE MARKED WITH THE NAME OF THE EQUIPMENT CONTROLLED BY THAT BREAKER IN THE BREAKER BOX. VERIFY COMPUTER AND ADDITIONAL REQUIREMENTS BY WALGREENS. SPECIFICATIONS: GLASS: 1 5/8" INSULATED, BULLET RESISTANT GLASS. ALL BULLET RESISTANT GLASS MUST HAVE THIRD PARTY CERTIFICATION TO EITHER THE CURRENT NIJ LEVEL 11 —A OR UL 752 LEVEL I STANDARD. FRAME: MODULAR WINDOW SYSTEM BY E.F. BAVIS AND ASSOCIATES, INC. FINISH CONSISTING OF UV STABLE POWDER COAT TO BE COORDINATED TO MATCH STORE FRONT COLOR CONTRACTOR TO VERIFY BEFORE ORDERING PHARMACY WINDOW AND DRAWER SYSTEM. NOTE: FOR DARK BRONZE ANODIZED STOREFRONTS, ORDER POWDER COAT US #30 BRONZE. FOR CLEAR ANODIZED STOREFRONTS, ORDER POWDER COAT ASA 70 GRAY. PLASTIC LAMINATE: BY WILSONART FOR COUNTERTOP, TOP, SIDE BACK PANELS AND REMOVABLE KNEE WALL. AUDIO: AUDIO SYSTEM TO BE BY E.F. BAVIS AND ASSOCIATES, INC. BAVCOM BRAND TWO ON TWO VERSION. INTERCOM ASSEMBLY LOCATED ON COUNTERTOP. REMOTE INTERCOM LOCATED AT PHARMACIST STATION. SEE ELECTRICAL DRAWINGS. NOTE: COORDINATE EQUIPMENT INSTALLATION WITH E.F. BAVIS AND ASSOCIATES, INC., MS. MARGIE STACY AT 513 -677 -0500. ALLOW 60 DAY LEAD TIME REQUIRED FOR DELIVERY. NATIONAL ACCOUNTS ASSIGNMENTS: THE DIEBOLD, Easy —Aire 10, DRIVE —THRU EQUIPMENT IS TO BE USED IN WASHINGTON, OREGON, CALIFORNIA, FLORIDA, AND PUERTO RICO THE E.F. BAVIS, Trans Trox, DRIVE —THRU EQUIPMENT SHALL BE USED IN THE BALANCE OF THE COUNTRY. LINE OF THI MASONRY A (SOUTHERN LINE OF WA STEP —DOWN CLEARANCE FRAME ATT) SOUTHERN i ELEVATIONS. JTRACTOR TO JLK ALL DUND WINDOW 2 SEC 3/4" = 1 KEYED NOTES O MASONRY OPENING BY GENERAL CONTRACTOR. CLOSE OPENING AFTER EQUIPMENT INSTALLATION AND PROVIDE FLATTENED STEEL EXPANDED MESH, 3/4" X 16 GAUGE MINIMUM ON WALGREENS SIDE. O LIGHT FIXTURE (TYPE "Q ") SEE ELECTRICAL DRAWINGS, 12 OUTLINE OF DRAWER EXTENSION (18 "). 13 LINTEL (AS REQUIRED) BY GENERAL CONTRACTOR. COORDINATE WITH STRUCTURAL DRAWINGS. 4 DRYWALL RETURN TO WINDOW FRAME BY GENERAL CONTRACTOR. 15 TRANSACTION DRAWER IS PART OF E.F. BAVIS WINDOW. INSULATED B.R. GLASS & INSULATION 16 PLASTIC LAMINATED COUNTER. `—' 1 3/4 X 4 ALUMINUM FRAME. 17 ONE (1) DUPLEX RECEPTACLE O TRIM FRAME. CAULK CONTINUOUS. CEILING TRIM BY E.F. BAVIS. 110/120 VAC. 15 AMP. 1 PH D .. (2) 36 HIGH SURFACE — MOUNTED BY ELECTRICAL CONTRACTOR. R. FLEXIBLE DELINEATOR POST BY 18 TWO (2) DUPLEX RECEPTACLES WITH 11OV; CEILING FLEXSTAKE . FASTEN TO CONCRETE OUTLINE OF DRIVE —UP WINDOW, 1 PH; 15 AMP OCT. BEHIND KNEE WALL BY O7 WITH BOLTS (NO ADHESIVE FASTENING). ELECTRICAL CONTRACTOR. O CALL BUTTON. 1g TWO CAT 5 CABLES TERMINATED W/ RJ45 CUSTOMER MICROPHONE. 12/CO.0). JACKS RUNNING BACK TO TELEPHONE O7 36 "H FLEXIBLE DELINEATOR POST. SYSTEM. O CUSTOMER SPEAKER. 20 DRIVE —ALERT CHIME LOCATION. OTRANS TRAX INTERIOR UNIT. 21 2" X 3" PULL BOX FOR AUDIO, 10 FINISHED WALL BY G.C. 22 3/4" X 1' -0" X 1' -6" MIN. PLYWD. 11 PROVIDE 4" WIDE VOID IN WALL FROM 11 BLK'G. TO MOUNT TRANSTRAX TO WALL. ABOVE CEILING TO BELOW COUNTER FOR CLEANOUT COVER IN CURB FACE FOR BY GENERAL CONTRACTOR. WIRE CHASE. STOP CORNER FURRING PAVED SURFACE DRAWINGS AND DETAIL 16/E4.4. BELOW COUNTER FOR ACCESS TO KNEE 23 3/4" CONDUIT LOCATED IN KNEE SPACE. SPACE. COORDINATE W/ ELEC. DRAWINGS. BY ELECTRICAL CONTRACTOR. TYPICAL DRIVE -UP PHARMACY DETAILS �— NOTE: CANOPY CEILING HEIGHT AND MASONRY OPENING POSITION MAY VARY PER JOB. COORDINATE ROOF STRUCTURE TO NOT INTEFERE WITH DRIVE -THRU CARRIER SYSTEM AT MASONRY OPENING. �- o �M — — 4 \ O� i F O N 0 � ih wD N H U N FINISHED CEILING- 6 o 16 O � � A !� 6" CONCRETE ►�t ' P PHA FINISHED SECTION AT DRIVE-UP u 1/4" = 1' -0" KEYED NOTES ALTERNATE "REVERSE STAGGER" OF 2ND LANE TERMINAL AND CANOPY. USED TO ACCOMMODATE SITE CONDITIONS. DRIVE -UP LANE DIAGRAMS 1/16" = 1' -0" V -�-� 0 O o O o ' uc O 4 Q� o 00 E E �d W T__� 0 F- V-4 0 E-4 � 0o l -Q 41 F� TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CON5TRUCTION APPROVAL REVISIONS: PROJECT No.: 05 --OOG DATE: 01 / I G /OG SHEET No.: A4.4 D INTERIOR ELEVATION 3 - -- (D 3/4 _ EXTERIOR ELEVATION DRIVE -UP PHARMACY PLAN DETAIL PROTOTYPICAL "FORWARD STAGGER" OF 2ND LANE TERMINAL AND CANOPY. 1 DUPLEX RECEPTACLE. NOTE CLEARANCE REQUIREMENT O CEILING TRIM BY E.F. BAVIS. O3 INTERIOR UNIT. O MASONRY OPENING AND CLEAR PATH. —LINE OF CANOPY O CUSTOMER UNIT. CEILING O OUTLINE OF DRIVE —UP WINDOW, O7 EXTEND CONCRETE ISLAND TO BELOW FROST LINE BELOW KIOSK. O8 4" DIA PIPE BUMPER (SEE DETAIL 12/CO.0). 0 36 "H FLEXIBLE DELINEATOR POST. FASTEN TO CONCRETE WITH BOLTS (NO ADHESIVE FASTENING). 10 2' - 0" X 3' — O" SERVICE ACCESS LOCKABLE CANOPY BY GENERAL CONTRACTOR. 11 2' -6 "L X 2" DIA. PVC SLEEVE W/ CLEANOUT COVER IN CURB FACE FOR DRIVE —UP SENSOR. SEE ELECTRICAL PAVED SURFACE DRAWINGS AND DETAIL 16/E4.4. DRIVE —THRU SENSOR PROVIDED AND INSTALLED BY LANDLORD'S ELECTRICIAN. 12 CLOSURE OF OPENING BY GENERAL CONTRACTOR. 13 YELLOW PAINT STRIPE. 14 CONCRETE ISLAND. 15 SHEET METAL AIRLOCK. FILL TIGHT TO AIRLOCK HOUSING. 16 WALL STANDOFF AND CONTROL BOX. ALTERNATE "REVERSE STAGGER" OF 2ND LANE TERMINAL AND CANOPY. USED TO ACCOMMODATE SITE CONDITIONS. DRIVE -UP LANE DIAGRAMS 1/16" = 1' -0" V -�-� 0 O o O o ' uc O 4 Q� o 00 E E �d W T__� 0 F- V-4 0 E-4 � 0o l -Q 41 F� TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CON5TRUCTION APPROVAL REVISIONS: PROJECT No.: 05 --OOG DATE: 01 / I G /OG SHEET No.: A4.4 D INTERIOR ELEVATION 3 - -- (D 3/4 _ EXTERIOR ELEVATION DRIVE -UP PHARMACY PLAN DETAIL PROTOTYPICAL "FORWARD STAGGER" OF 2ND LANE TERMINAL AND CANOPY. DOOR DETAILS KEYED NOTES �i STEEL RAIN GUARD, DORBIN 101A, AT EXTERIOR FRAMES. O SEE CONSTRUCTION DRAWING FOR LINTEL DESCRIPTION. O3 ELASTIC SEALANT. CAULK AT HEAD AND JAMBS. COLOR TO MATCH FRAME (TYPICAL). O FILL HEAD AND JAMB WITH MORTAR. O5 CONTINUOUS SHIM BEHIND DRYWALL. O SALES AREA SIDE OF FRAME TO BE TIGHT AGAINST WALL. O WALL MATERIAL. SEE FLOOR PLAN /ELEVATION. O SET ANCHORS PER MANUFACTURER'S SPECIFICATIONS. O CERAMIC TILE BULLNOSE TRIM 8" X 5/16" THICK. to WHERE JAMB MEETS FLOOR, CAULK ALL SIDES. 11 AIR CURTAIN UNIT; HEAT ELEMENT WHERE APPLICABLE. 12 AIR CURTAIN UNIT VERTICAL SUPPORT RODS, EACH END, FASTENED TO UNISTRUT. 13 1/8" BENT STEEL PLATE, FULL HEIGHT, W/ 1/8" X 2" X 8" JAMB STRAPS AT 32" O.C. VERTICALLY. SEAL ALL AROUND. 14 JAMB GUIDES. SILL AND WEATHERSTRIP BY DOOR CONTRACTOR. t5 ALUMINUM THRESHOLD. SEE HARDWARE SCHEDULE, DOOR "J ". t6 HOOD FOR COILING DOOR & CHAIN DRIVE. 17 VERTICAL WOOD REINFORCING AT JAMBS. 18 BRUSH TYPE WEATHERSTRIP. 19 DOOR BOTTOM BRACKET IN OPEN —DOOR POSITION TO CLEAR AIR CURTAIN UNIT. PROVIDE STOP AT JAMB. 20 UNISTRUT SUPPORT FASTENED TO AIR CURTAIN UNIT. 2t WALL BRACKETS TO LATERALLY SUPPORT AIR CURTAIN. ALLOW FOR CLEARANCE OF MANUAL PULL CHAIN. 22 AIR CURTAIN ELECTRICAL. 23 MANUAL PULL CHAIN GUIDE. 4" FRAME PERMITTED TYPICAL JAMB AT MASONRY TYPICAL HEAD AT MASONRY 6 1 1/2" = 1' -0„ 7 1 1/2" = 1' -0" 8 5" (NOMINAL 1/2" N 1 15/16" 1 7/16" j o A 9 TYPICAL METAL FRAME EXTERIOR ct 0 Ll- aQ EXTERIOR w w �tz z cn 00 �� SLOPE — LOPED RECESSED HRESHOLD TO ECEIVE ROLL —UP OOR JAMB SILL o a d e a •° e d• ROLLING STEEL DOOR DETAILS SCALE 1 112 " =1' -0" NOTE: BOTTOM OF OVERHEAD DOOR HOOD TO BE 1' —O" ABOVE OVERHEAD DOOR WALL OPENING HEIGHT. TOP JAMB AT 5" (NOM. 10 � � S UD WALL ��E�D'S I M I LAR /2" = 1'-0" 8 1/4" JAMB AT 7" (NOM.) STU D WALL (HEAD SIMILAR 1 1/2" = 1' -0" 1 1 4PICAL S ILL DETAILS W TYPICAL METAL FRAME DIMENSIONS FIE NOTE: ALL METAL FRAMES ARE WELDED A = 4 3/4" AT 4" (NOM.) MASONRY WALL A = 5 3/4" AT 6" (NOM.) OR THICKER MASONRY WALL A = 5 3/4" AT 5" STUD WALL A = 8 1/4" AT 7" STUD WALL (SPECIAL ORDER — ALLOW 6 WEEK DELIVERY) W W 3 HORSEPOWER 505 FIE 5 HORSEPOWER 520 LBS 7 HORSEPOWER 860 LBS WG3 ( COOLER W /PRODUCT DOORS) 1225 2 WG4 (OPEN FRONT COOLER) 1630 LBS 0 z Z M :D W o � � J 3� E o r� I CJ U o �� c o W Q) rn M i A Q OF COOLER /FREEZER BELOW 3' -8 3/4" WG -3 AND WG -4 UNIT A * NOTE: ORIENT COIL SIDE OF WG3 OR WG4 TO NORTH AND EAST AWAY FROM AFTERNOON SOLAR EXPOSURE. 5 PLAN ___ SCALE 1 1/2 "= 0" NOTES: COORDINATE JOIST SPACING TO CLEAR LADDER AND ROOF SCUTTLE. O.S.H.A. LADDER CLEARANCES MUST BE MET —NO OBSTRUCTIONS IN AREAS BELOW ROOF HATCH. PROVIDE SAFTY CAGE IF LADDER EXCEEDS 20' -0" IN HEIGHT. o �N /I PLAN - ROOF CURBS 1 1/2" - 1' - 0" LADDER & SCUTTLE DETAIL ( DSE CT �12 � SCALE 0" KEYED NOTES D m z 4CREASED l.iLLP%l Nr V1.L W/ LOCAL BUILDING CODES. Oi ROOF DECK. 20 PREFAB METAL CURB WITH WOOD (2 X 6) NAILER. TOP OF RAIL TO BE LEVEL. O3 2 —PLY FELT FLASHING. O METAL CAP FLASHING. O CONDENSING UNIT. SEE ENGINEERING DRAWINGS. O PIPE CHASE (REFRIGERANT LINE PORTAL SHALL BE LOCATED OVER CENTER OF COOLER /FREEZER ON COOLER /FREEZER SIDE OF SALES WALL). SEE 5/M2.1 AND /OR 3/A1.4). CONDENSING UNIT WEIGHTS W 3 HORSEPOWER 505 LBS 5 HORSEPOWER 520 LBS 7 HORSEPOWER 860 LBS WG3 ( COOLER W /PRODUCT DOORS) 1225 LBS WG4 (OPEN FRONT COOLER) 1630 LBS KEYED NOTES O1 ROOF SCUTTLE — 2' -6" X 3' -0" TYPE "S" WITH LADDER —UP" SAFETY POST MODEL 2 BY BILCO CO. SECURE SCUTTLE TO ROOF STRUCTURAL STEEL WITH THRU BOLTS ACCORDING TO MANUFACTURER'S DIRECTIONS. HINGE PINS ARE TO BE WELDED NON— REMOVEABLE. O2 STANDARD 1" FIBER CANT, BUILT UP ROOFING, AND COUNTER FLASHING (AS REQUIRED). O3 3 -1/2" X 3 -1/2" X 1/4" ANGLED WELDED FRAME. EXTEND AND SECURE TO BUILDING ROOF STRUCTURE AS REQUIRED. O 2-1/2" X 3/8" FLAT STEEL BAR SIDE RAILS, AND 1" 0 STEEL RUNGS PUNCHED INTO RAILS 12" CENTERS AND WELDED. RUNGS ARE TO BE KNURLED OR DIMPLED TREATED TO MINIMIZE SLIPPING AND ARE TO BE FREE OF SHARP EDGES. O5 PROVIDE 2 -1/2" X 3/8" THICK FLAT BENT STEEL BRACKETS AT MAX. 4' -0" CENTERS. WELD TO SIDE RAILS WELD TOP TO STEEL ANGLE FRAME. O6 AT METAL STUD WALL, PROVIDE 1 -1/2" C.R. STEEL REINFORCING CHANNELS WITH WELDED 3/8" THRU BOLTS TO RECEIVE BRACKETS. CUT STUD FLANGES TO RECEIVE REINFORCING CHANNEL. AT MASONRY, FASTEN BRACKETS WITH 3/8" X 2 -3/4" WEDGE "RED HEAD" OR "MOLLY" ANCHOR BOLTS. O PROVIDE 2 -1/2" X 2 -1/2" X 3/16" WELDED CLIP ANGLES SECURED TO CONCRETE FLOOR WITH 1/2" X 2 -3/4" WEDGE "RED HEAD" OR "MOLLY" ANCHOR BOLTS. O8 FRP WALL PANELS, FLOOR TO ROOF. Og GASKETED FASTENER. 10 1"X ROUGH PINE NAILER TREATED WITH CUPRINOL. 11 WOOD NAILER FASTENED TO ROOF DECK; THICKNESS TO MATCH TOP OF ROOF DECK INSULATION. ROOF FRAMING AND CURB DETAIL FOR H.V.A.C. UNITS NOTE: ADAPT TO ROOF STRUCTURE AS REQUIRED. PREFABRICATED CURB, SUPPLIED BY HVAC UNIT MANUFACTURER. (TYPE MAY VARY W /MANUFACTURER) PREFINISHED SHEET METAL COUNTER FLASHING TREATED WOOD NAILER (SIZE AS REQUIRED) FASTEN TO ROOF DECK. SEAL EXPOSED ROOF DECK EDGES WITH GALVANIZED SHEET METAL AND SEAL ALL AROUND SECTION - H.V.A.C. ROOF CURB SCALE 1 =1 —0 I NO PENETRATION OF CURB SIDEWALL ALLOWED. H.V.A.C. UNIT (SEE M2.1 FOR DETAILS) RIGID INSULATION FIBER CANT AND TWO PLY FELT FLASHING OR AS REQUIRED PER ROOFING MANUFACTURER SPECIFICATIONS. 8" 4" TYP - I Typ ROOF CONSTRUCTION (TYPE MAY VARY) SEE STRUCTURAL DRAWINGS FOR STEEL SIZING NOTE: AT LEAST ONE SIDE OF THE ROOF OPENING SHALL BE SUPPORTED BY A ROOF FRAMING MEMBER. THE STEEL ANGLE FRAMING AS SHOWN IS DESIGNED TO CARRY A MAXIMUM DEAD LOAD OF 6,000 LBS. FOR HEAVIER LOADS, OR IF ROOF FRAMING IS NOT AS SHOWN, VERIFY DESIGN WITH ARCHITECT. I HEREBY CERTIFY THAT TH15 PLAN AND SPECIFICATION WA5 PREPARED BY ME OR UNDER MY DIRECT 5UPERVI5ION AND THAT I AM DULY REG15TERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH A5 51GNED BY MY HAND AND 5EAL. V -� O O O LCN v U0 O -4. Q.� Q o ��� U c6 E V I. TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CON5TRUCTION iiiil ;001�L�1_ 1(REV1510N5: I ' PROJECT No.: 05 -006 DATE: 01 / 1 G /OG i SHEET TITI E: ROOF CURB /DOOR DETAI L5 SPIFFY No.: A4.5 7 1/4 (ACTUAL) ELEVATION W G G 0 0 r-4 0 lci ro E r� I CJ Z C r W Q) TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING CON5TRUCTION iiiil ;001�L�1_ 1(REV1510N5: I ' PROJECT No.: 05 -006 DATE: 01 / 1 G /OG i SHEET TITI E: ROOF CURB /DOOR DETAI L5 SPIFFY No.: A4.5 7 1/4 (ACTUAL) ELEVATION LINE OF FASC LINE OF FIBERGLASS REINFORCED PLAST COVERING /20'-0 LENGTH) INTERIOR CONTROLS AND EXTERIOR W/P DISCONNECT SWITCH (TYP.) `~ v L JL ~ ~ * op ` /�\ 4 GATES | ! ` ^ ! � BOLLARD uAD /TYP l--� K � 8 n ENCLOSURE AREA 111ol —12 MAX = ~� . 15-7 1/2 � ~� . ~ 11 -8 ~ x 45—O . CLEAR FOR REFUSE TRUCK APPROACH ~� � ~ NOTE: PLANE OF SLAB PLAN �T COMPACTORS � ~ TO EXTEND LENGTH OF / �_ r� / n �� / �^ �� /v/ / r��� " �� / ^ .� �~ N ~` ~'|`— / �o� � 741 . «._ �t � _ _ _ | � , _ � co _ _ _ / co n INTERLOCK SAFETY SWITCH M.O. 14GA. METAL DOOR WITH 12GA. STEEL FRAME r6 c; FLASH AND SEAL CHUTE — BY GENERAL CONTRACTOR COMPACTOR CHUTE (PITCH TO EXTER|ORl NOTE: WALL F- Ld /7 OPENINGS SHALL BE F_ 36" DOOR. REFER M uj TO WALGREENS Dl Es :D DRAWINGS FOR m DOOR SWING. 0 � & FEED DOOR DIMENSIONS 1/�2 = V-0" lX6 CEDAR PICKETS (3) CEDAR 2X RAILS EVENLY SPACED VERTICALLY. FASTEN PICKETS TO RAILS W/ 1 J" GALV. DECK RAIL. /'r'" NOTE: BOTTOM OF PICKETS |NCLUD|N� �ATES TO BE S' ETE PAD. J/ 1 �ETAIL 1/ V-0" THROUGH BOLT PANE COUNTER FLASHING SET INTO JOINT AND GROUT 5/4 TREATED DECKING CORRUGATION CLOSURE—BY MANUFACT. TYPICAL, SIX LOCATIONS CLEAR "TUFTEX POLYCARB" ROOF TUFTEX CORP., FREDRICKSBURG, VA. 800-777-7663 —OR—STANDING SEAM METAL ROOF (NO OTHER ALTERNATES). 2 X 10 TREATED FASCIA —RETURN ON EACH SIDE 4" PER F SLOP TREATED BLOCKING METAL JOIST HANGER 2 X 10 TREATED BEAM GATE HINGE POST 6" DIA. GALVANIZED STEEL GATE 8 AWNING DETAIL POST, CONCRETE FILLED CANOPY LENGTHS. POST FOOTING LINE OF CONCRETE 7 SHELVING MIN ELECTRICAL REQ. E� �Q_ O �LAN VIEW l /44 _ 1 D|A. DROP ROD TO ~^ ENGAGE INTO GROUND AT CLOSED AND OPEN P0S|ll0N5 (PROVIDE 1~ 0A. CAIN BOLT W/KEEPER MOUNTED ON uCT|vF LEAF 0F �ATF) BALE SIZE: BALE WEIGHT: 500 LBS. BALER WEIGHT: 3150 LBS.(ON FOUR LEGS) LINE OF ENCLOSURE POST FOOTING LINE OF CONCRE �� LINE OF ' — —'�—^' 1 %" DIA. OR 1 180^ INDUSTRIAL HINGES, GALVANIZED 12" CLEAR 4 YARD CONTAINER UPRIGHT GATE (MASTER HALCO #15507 | i—L--' \ OR EQUAL). GATES CL MIN. ICONC. APRON' 4'-0 IN WIDTH OR | O b | \ LES3 ARE TO HAVE /2l | CONC. ' ' '" ``"` �� | H|N�[3 GATES ` ' | 45' TRUCK u' . APPROACH . GREATER THAN 4`-0 CLEARANCE ' MIN. PROJECTED 6 YARD/ u CONTAINER ` ARE TO HAVE /�0 ` ' COMPACTOR DETAIL ADLOCN\ HI | — | " � 0A. GALVANIZED GUIDE —(3) N. STEEL GATE P{}3l[ | U 45` TRUCK | | |ui � |� � | | nEuumEu CONCRETE FILLED i i CLEAR MIN. ~ lk CARDBOARD COMPACTOR DETAIL 1/4" = 1" - DIA. -- -- --�--2" 0A CARRIAGE BOLT ' GALVANIZED STEEL TUBE GATE FRAME HIN GE DE TAIL ND U RIAL ^ "MASTER HALCO #17202 sCALE /��|N. LEVEL {}F OUAUTY\ ASSEMBLY OR EQUAL. q 0 INDUSTRIAL LATCH W/ DROP ROD AND GATE HINGE 1/4" = 1 (MIN. LEVEL OF QUALITY) 0 ° 0 ��- ^ � TMk5 DRAWING MA5 BEEN |55UEDFOR: REVIEW pERN|TONG CON5TRUK3ON APPROVAL INDUSTRIAL GATE HINGE 5/16" EYE—BOLT. FASTEN TO CORRAL FRAME, 6" GATE POST BUILDING, BOLLARD, LINE POST, ETC. HEAVY DUTY BUNGEE LOCATE AT 30" TO a No.: CORD 60" ABOVE GRADE. 05-00G GALVANIZED GATE FRAME 2 DECK ENLARGED SCREW FASTENERS RECEIVING PER PICKET PER RAIL PLAN 5tiFff No.: p TOR GATE HOLD—OPEN DETAIL A4. G_ COMPACTOR INSTALLER TO PAINT CHUTE AND HOPPER TO MATCH COMPACTOR PAINT. z � � z WOOD FENCE ON 2^ GALVANIZED STEEL LINE POSTS WITH 8" GATE HINGE POSTS. Z��o X 6" ANCHOR BOLTS BY COMPACTOR INSTALLER —MAXIMUM CONCRETE PAD SLOPE: 2" PER 10 WIDTH /1'80% — SIDE TO S|DE\. MAXIMUM CONCRETE PAD DECLINE AND INCLINE (FRONT TO BACK): 10 PER 40' NOTE: FOR EXTREME CONDITIONS, CONTAINER STOPS DR ADDITIONAL COMPACTOR ANCHORING MAY BE REQUIRED. O LE(�TI�N AT COMPACTOR A~X8'*X4*h WASON|TE OVER GWB I MIN. SPACE REG. ELECTR|CA. | DISCONNECT I CONC. FOOTINGS FOR STEEL POSTS BEYOND SEE DETAIL 12/CO.O PLAN AND 5PECIFICATION WA5 PREPARED BY ME OR UNDER MY DIRECT 5UPERV15ION AND THAT I AM DULY REG15TERED ARCHITECT UNDER THE LAW5 OF THE 5TATE OF UTAH A5 51GNED BY MY HAND AND 5EAL. POST FOOTING LINE OF CONCRE � LINE OF ENCLOSURE 12" CLEAR 4 YARD CONTAINER SHOWN CL MIN. ICONC. APRON' O b 45' TRUCK APPROACH CLEARANCE 12 MIN. PROJECTED 6 YARD/ CONTAINER COMPACTOR DETAIL 1/4" = 1 (MIN. LEVEL OF QUALITY) 0 ° 0 ��- ^ � TMk5 DRAWING MA5 BEEN |55UEDFOR: REVIEW pERN|TONG CON5TRUK3ON APPROVAL INDUSTRIAL GATE HINGE 5/16" EYE—BOLT. FASTEN TO CORRAL FRAME, 6" GATE POST BUILDING, BOLLARD, LINE POST, ETC. HEAVY DUTY BUNGEE LOCATE AT 30" TO a No.: CORD 60" ABOVE GRADE. 05-00G GALVANIZED GATE FRAME 2 DECK ENLARGED SCREW FASTENERS RECEIVING PER PICKET PER RAIL PLAN 5tiFff No.: p TOR GATE HOLD—OPEN DETAIL A4. G_ COMPACTOR INSTALLER TO PAINT CHUTE AND HOPPER TO MATCH COMPACTOR PAINT. z � � z WOOD FENCE ON 2^ GALVANIZED STEEL LINE POSTS WITH 8" GATE HINGE POSTS. Z��o X 6" ANCHOR BOLTS BY COMPACTOR INSTALLER —MAXIMUM CONCRETE PAD SLOPE: 2" PER 10 WIDTH /1'80% — SIDE TO S|DE\. MAXIMUM CONCRETE PAD DECLINE AND INCLINE (FRONT TO BACK): 10 PER 40' NOTE: FOR EXTREME CONDITIONS, CONTAINER STOPS DR ADDITIONAL COMPACTOR ANCHORING MAY BE REQUIRED. O LE(�TI�N AT COMPACTOR A~X8'*X4*h WASON|TE OVER GWB I MIN. SPACE REG. ELECTR|CA. | DISCONNECT I CONC. FOOTINGS FOR STEEL POSTS BEYOND SEE DETAIL 12/CO.O PLAN AND 5PECIFICATION WA5 PREPARED BY ME OR UNDER MY DIRECT 5UPERV15ION AND THAT I AM DULY REG15TERED ARCHITECT UNDER THE LAW5 OF THE 5TATE OF UTAH A5 51GNED BY MY HAND AND 5EAL. 18~kMIN. MODEL 48 BALER � � � O b 18~kMIN. MODEL 48 BALER � � 0 i 5 PRIMARY PANEL SIGN A5. I 3/4" = 1' -0" 2' SIGN SPECIFICATIONS (2): THIS SIGN WORK SHALL CON515T OF THE CON5TR AND INSTALLATION OF ONE NEW DOUBLE -FACED READERBOARD MONUMENT SIGN. SIGN POWER, FOUNDATION, BRICK BASE AND COLUMNS BY LANDLORD. WALGREENS SIGN FACES CABINETS BY WALGREENS' SIGN CONTRACTOR. LOCAL SIGN CODE LIMITS THE FACE AREA OF FREESTANDING SIGNAGE TO 80 SF AND A MAX SIGN HEIGHT OF 5' -O". CODES MANDATES USE OF BRICK BASE. WALGREEN5 PRIMARY PANEL SIGN FACES TO BE FABRICATED FROM ROHM * HAAS #7328 WHITE IMPACT RE515TANT DR ACRYLIC. SIGN FACES TO HAVE RED BACKGROUND WITH WHITE COPY AND STARS; BLUE MORTAR AND PESTLE, FORMATTED W/ 3M #3630 -53 'CARDINAL RED" AND 3M #3630 -36 "BLUE" SURFACE APPLIED VINYL FILMS. 2' -8' X 8' -8 ": TWO SINGLE -FACED DISPLAYS W/ RED LED PIXELS. THE 2' -8" CABINET HEIGHT ALLOWS FOR TWO TO FOUR LINES OF COPY. HIGH RESOLUTION (APPROXIMATELY .71) WITH SHADING. PROVIDE TWO SEPERATE RECE55ED, WEATHER- RE515TANT JUNCTION BOXES FOR ELECTRICAL AND DATA CABLE CONNECTIONS. LOCATE AT LEAST 3-0" ABOVE GRADE AND AS HIGH AS POSSIBLE. PROVIDE TWO (2) CONDUITS TO PYLON; ONE FOR LIGHTING. THE OTHER FOR COAXIAL CABLE FROM CONTROL CENTER TO POSSIBLE FUTURE LED READERBOARD. PROVIDE 300 COAXIAL CABLE FOR EACH GROUND SIGN (REFER TO SITE PLAN). THE MORTAR AND PESTLE SYMBOL: 8" OVERALL SYMBOL HEIGHT AND 7' OVERALL SYMBOL WIDTH. "WALGREEN5' EXTENDED 5CRJPT COPY: 9-1/2' CAPITAL* 6 -3/4" LOWER CASE LETTER HEIGHTS; 13-1/2' OVERALL COPY AND 7-1 1' OVERALL LENGTH. "DRIVE -THRU PHARMACY" HELVETICA MEDIUM COPY: 4 -3/4" CAPITAL LETTER HEIGHT AND G' -9 1/2" OVERALL COPY LENGTH. DARK BRONZE FIN15H ALUMINUM CABINETS FROM .063' THICK STOCK. INTERNAL C.W.H.O. FLUORESCENT ILLUMINATION. ALL DIMEN51ONS AND CONDITIONS TO BE VERIFIED IN THE FIELD BY THE SIGN CONTRACTOR PRIOR TO SIGN FABRICATION. 51GN CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNS COMPLIANCE TO ALL APPLICABLE CODES AND ORDINANCES. SIGN CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO INSTALL THE SIGN. SIGN CONTRACTOR SHALL FURNISH (2) SETS OF SHOP DRAWINGS FOR APPROVAL TO THIS OFFICE BEFORE FABRICATION. ALL SIGNS TO BE FABRICATED ACCORDING TO THE UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR UL LABELS. PROVIDE DISCONNECT SWITCH ON EXTERIOR OF SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. I MONUMENT SIGN PLAN A5 . I 1/2" = 1 ' - 4"x4' TUBE P05T -1 BANGLE 2'X 2" X 114" BOX FRAME 1/2" DIA. TIE \ ROD BAR STOCK ANGLES 1-1/2" X - 1 -1 /2" X 3/1 G* PLAN SECTION A5 . I 1/2"= I ' -O" ANGLE 2"X 2" X 1 14 11 SEE STRUCTURAL DRAWINGS FOR DIMENSIONS AND REINFORCING. ETC. I " ROUND HOLE FOR 3/4" ROUNI A.B. (4) 4" X 4" STEEL TUBE COLUMN 2 -1/4" ROUND t FOR ELECTRICAI CONDUIT 12 PLAN SECTION 1 1' HIGH I/ LETTERING ELECTRONIC READERBOARD (V I; EQ. :. LG30W7r7 �a.�C3G;,��.aS7i 6'_5 5A 51GN FACE DETAIL A5. I 314" = 1 1 4"X 4' X 1 /2' 5TL. TUBE COLUMNS 1 3 A5. I . . �" .� � A l A5. I O'-4" 6 PLAN SECTION A5. I 1 = 1' -O" 16" X 16' X 1/4* STEEL 5ETTIN TYP. TOP OF M FOUNDATION v N 3/4" LEVELIN BOLTS 71 AND WASHERS NON - METALLIC NON - SHRINK GROUT 13 SECTION DETAIL A5 . I 314" = 1 ' -O" SIGNAGE CABINET MANUFACTURED LIME5TONE WATER TABLE 8" SPLIT -FACE CMU W/ -� DUR -O-WALL AT I G" O.C. SEE STRUCTURAL DRAWINGS FOR DIMENSIONS AND REINFORCING, ETC. LIMESTONE WATER TABLE - FULL BULLN05E EDGE I I I A � l l 4�� -- e 711 JEE i. '- 111-111— III -11 1111= 3 MONUMENT SIGN SECTION 1/211 1 1 8 L/2" EQ. I N 0 7 SECTION DETAIL A5 . I 1/2" = i ' -O" SIGN LIGHTING SIGN SPECIFICATIONS (2A): THIS SIGN WORK SHALL CONSIST OF THE CONSTR AND INSTALLATION OF ONE NEW DOUBLE -FACED MONUMENT SIGN. SIGN POWER, FOUNDATION, BRICK BASE AND COLUMNS BY LANDLORD. WALGREENS SIGN FACES 4 CA5INET5 BY WALGREENS' SIGN CONTRACTOR. LOCAL SIGN CODE LIMITS THE FACE AREA OF FREE STANDING 51GNAGE TO 32 5F AND A MAX SIGN HEIGHT OF 8' -0 CODES MANDATES USE OF BRICK BASE. WALGREEN5 PRIMARY PANEL SIGN FACES TO BE FABRICATED FROM ROHM 4 HAAS #7328 WHITE IMPACT RE515TANT DR ACRYLIC. SIGN FACES TO HAVE RED BACKGROUND WITH WHITE COPY AND STARS; BLUE MORTAR AND PESTLE, FORMATTED W/ 3M #3630 -53 "CARDINAL RED' AND 3M #3630 -36 "BLUE" SURFACE APPLIED VINYL FILMS. PROVIDE TWO SEPERATE RECESSED, WEATHER RESISTANT JUNCTION BOXES FOR ELECTRICAL AND DATA CABLE CONNECTIONS. LOCATE AT LEAST 3-0" ABOVE GRADE AND AS HIGH AS POSSIBLE. PROVIDE TWO (2) CONDUITS TO PYLON: ONE FOR LIGHTING. THE OTHER FOR COAXIAL CABLE FROM CONTROL CENTER TO POSSIBLE FUTURE LED READERBOARD. PROVIDE 300' COAXIAL CABLE FOR EACH GROUND SIGN (REFER TO SITE PLAN). "WALGREENS' EXTENDED SCRIPT COPY: 7 -3/4' CAPITAL 4 5-1/2' LOWER CASE LETTER HEIGHTS; I I " OVERALL COPY AND G -5' OVERALL LENGTH. "DRIVE -THRU PHARMACY' HELVETICA MEDIUM COPY: 4-1/2 CAPITAL LETTER HEIGHT AND G -5' OVERALL COPY LENGTH. DARK BRONZE FINISH ALUMINUM CABINETS FROM .063' THICK STOCK. INTERNAL C.W.H.O. FLUORESCENT ILLUMINATION. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED IN THE FIELD BY THE SIGN CONTRACTOR PRIOR TO SIGN FABRICATION. SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNS COMPLIANCE TO ALL APPLICABLE CODES AND ORDINANCES. SIGN CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO INSTALL THE SIGN. SIGN CONTRACTOR SHALL FURNISH (2) SETS OF SHOP DRAWINGS FOR APPROVAL TO THIS OFFICE BEFORE FABRICATION. ALL SIGNS TO BE FABRICATED ACCORDING TO THE UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR UL LABELS. PROVIDE DISCONNECT SWITCH ON EXTERIOR OF SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. �t TOP ASSEMBLY SEE TOP VIEW 4" X 4" TUBE COLUMN LAMPS 44" TYPICAL 13" ON CENTER (I 2)REQUI RED SIGN FACE ANGLE 2" X 2' X 1 14' BOX FRAME 4 51GN CABINET SECTION 1/2 = 1 ' -O" 4" SQ. COLUMN -'GN SUPPORT It 9 5ECTI ON DETAIL A5 . 3" THREADED W � M p�lA MID MACY 2A ELEVATION A5 . I 1 = I ' -O" SIGN PANEL JBF GENERAL NOTES: -PORT TL WEATHERPROOF JUNCTION BOXES OVER HAND HOLES BY SIGN CONTRACTOR. LOCATE TOP AND BOTTOM OF COLUMNS TO PROVIDE ACCESS TO WIRING. • THE READER BOARD MONUMENT SIGN MUST BE INSTALLED AS THE FIRST PRIORITY IN THE CONSTRUCTION SCHEDULE. • THE FOUNDATION WITH 5TUBBED -IN CONDUITS WILL BE INSTALLED BY THE LANDLORD' CONTRACTOR AT THE EARLIEST POSSIBLE DATE AFTER THE EXECUTION OF THE LEASE. • THE MONUMENT SIGN WILL BE ELECTRIFIED AS SOON AS POSSIBLE AFTER INSTALLATION. SHOP DRAWINGS: SIGN CONTRACTOR SMALL SUBMIT (2) COPIES OF SHOP DRAWINGS TO WALGREEN5 FOR APPROVAL PRIOR TO CONSTRUCTION ORIENTATION: LONG 51DF OF FOUNDATION SHALL BE AS INDICATED ON 517E PLAN _li 5TRUCTURAL GENERAL NOTES: . _ �. 2" MIN' 1. ALL ALUMINUM SURFACES IN CONTACT GROUND ROD i ONNECTION- G D. •, .r DATA SEPARATION OF BY ELECTRICAL I - - - POWER CONDUITS WITH STEEL SHALL RECEIVE ONE COAT OF CONTRACTOR , •. - REQUIRED FOR BITUMASTIC PAINT. FULL RUN 2. ALL STRUCTURAL STEEL SHALL BE A5TM A -36. SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS. 3 ALL STRUCTURAL STEEL SMALL COMPLY ROUTE GROUND CONDUCTOR IN COLUMN W/POWER (FOR EXISTING CONDITIONS SEE ABOVE). WITH THE A15C MANUAL, LATEST EDITION. ALL CONDUCTOR5 SHALL BE PROVIDED W /6' OF 5LACK ABOVE FOUNDATION FOR FINAL 4. ALL STEEL SHALL RECEIVE ONE SHOP COAT CONNECTION -BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. OF RUST INHIBITIVE PAINT. 5. DESIGN WIND PRESSURE = 10 LB./5Q. FT. 14 SIDE VIEW DETAIL 6. MINIMUM CONCRE=TE STRENGTH TO BE A5. I 3" = 1 ' -O" 3000 P.5.1. WORK RESPONSIBILITY: TURNKEY (L.L.) CONSTRUCTION OF DRUG STORE FOUNDATION, DATA CONDUIT AND ELECTRICAL POWER SUPPLY BY LANDLORD5 CONTRACTOR, PRIOR TO INSTALLATION OF SIGN. ALL OTHER WORK BY WALGREENS SIGN CONTRACTOR. WALGREEN5 CONSTRUCTION OF DRUG STORE FOUNDATION AND ELECTRICAL POWER SUPPLY BY WALGREENS, ALL OTHER WORK BY WALGREEN5 SIGN CONTRACTOR. COORDINATION: FOUNDATION CONTRACTOR PRIOR TO INSTALLING FOUNDATION SHALL: 1. VERIFY PERMIT REQUIREMENTS WITH WALGREEN5 SIGN CONTRACTOR 2. OBTAIN BOLT CAGE FROM WALGREEN5 SIGN CONTRACTOR. PERMIT: ALL REQUIRED PERMITS SMALL BE OBTAINED BY WALGREEN5 SIGN CONTRACTOR 7. REINFORCEMENT STEEL TO BE A5TM A-615 GR 60. 8. ALLOWABLE 501L PRE55URE 3000 P.5.17. 9. SIGN AND FOUNDATION TO CONFORM TO IBC 2000 AND ANY OTHER GOVERNING AUTHORITY. 10. STRUCTURAL INFORMATION SHOWN, EXCEPT FOR FOUNDATION5, 15 MINIMUM REQUIRED. WALGREEN5 SIGN CONTRACTOR TO PROVIDE ENGINEERING DESIGN AND DRAWINGS FOR STRUCTURE PERMITTING. 3/4" DI A. ROD (4) REQ'D I N5TALL IN LONG — 'k DIRECTION OF FOUNDATION 8" /I O'� ANCHOR BOLT DETAIL 6' X 18" ALUMINUM WEATHERPROOF DOOR5 (TYPICAL) A5. m 3 1/2" 3' -3 1/2' 8 TOP VIEW A5. I 114" COLORS STRUCTURE CA5INET5/RETAINER5: PFM DARK BRONZE COLUMNS: DARK BRONZE FACES PRIMARY PANEL: ELECTRONIC READERBOARD Q T -I 1" EQ BACKGROUND #830 -36 "BLUE" MORTAR AND PESTLE; WHITE STARS AND COPY. g THE MORTAR AND PESTLE SYMBOL: l WIDTH. "WALGREEN5" EXTENDED SCRIPT COPY: 9 CAPITAL AND 6 LOWER CASE LETTER HEIGHTS. 13%2" OVERALL COPY HEIGHT, 7-1 1 " OVERALL COPY LENGTH. LED READER BOARD PANEL: � TWO 51NGLE -FACED DISPLAYS W/ RED LED PIXELS. THE m o p o p o 0 8�t* L'_'/��W�� LJ 11�� �L1 ULI���Ln1�� LINES OF COPY PROVIDE TWO (2) CONDUITS TO MONUMENT; ONE FOR LIGHTING CIRCUIT. THE OTHER FOR COAXIAL CABLE FROM CONTROL CENTER TO LED READER L "DRIVE -THRU PHAR ACY" HELVETICA 6' -9 112" O 5 PRIMARY PANEL SIGN A5. I 3/4" = 1' -0" 2' SIGN SPECIFICATIONS (2): THIS SIGN WORK SHALL CON515T OF THE CON5TR AND INSTALLATION OF ONE NEW DOUBLE -FACED READERBOARD MONUMENT SIGN. SIGN POWER, FOUNDATION, BRICK BASE AND COLUMNS BY LANDLORD. WALGREENS SIGN FACES CABINETS BY WALGREENS' SIGN CONTRACTOR. LOCAL SIGN CODE LIMITS THE FACE AREA OF FREESTANDING SIGNAGE TO 80 SF AND A MAX SIGN HEIGHT OF 5' -O". CODES MANDATES USE OF BRICK BASE. WALGREEN5 PRIMARY PANEL SIGN FACES TO BE FABRICATED FROM ROHM * HAAS #7328 WHITE IMPACT RE515TANT DR ACRYLIC. SIGN FACES TO HAVE RED BACKGROUND WITH WHITE COPY AND STARS; BLUE MORTAR AND PESTLE, FORMATTED W/ 3M #3630 -53 'CARDINAL RED" AND 3M #3630 -36 "BLUE" SURFACE APPLIED VINYL FILMS. 2' -8' X 8' -8 ": TWO SINGLE -FACED DISPLAYS W/ RED LED PIXELS. THE 2' -8" CABINET HEIGHT ALLOWS FOR TWO TO FOUR LINES OF COPY. HIGH RESOLUTION (APPROXIMATELY .71) WITH SHADING. PROVIDE TWO SEPERATE RECE55ED, WEATHER- RE515TANT JUNCTION BOXES FOR ELECTRICAL AND DATA CABLE CONNECTIONS. LOCATE AT LEAST 3-0" ABOVE GRADE AND AS HIGH AS POSSIBLE. PROVIDE TWO (2) CONDUITS TO PYLON; ONE FOR LIGHTING. THE OTHER FOR COAXIAL CABLE FROM CONTROL CENTER TO POSSIBLE FUTURE LED READERBOARD. PROVIDE 300 COAXIAL CABLE FOR EACH GROUND SIGN (REFER TO SITE PLAN). THE MORTAR AND PESTLE SYMBOL: 8" OVERALL SYMBOL HEIGHT AND 7' OVERALL SYMBOL WIDTH. "WALGREEN5' EXTENDED 5CRJPT COPY: 9-1/2' CAPITAL* 6 -3/4" LOWER CASE LETTER HEIGHTS; 13-1/2' OVERALL COPY AND 7-1 1' OVERALL LENGTH. "DRIVE -THRU PHARMACY" HELVETICA MEDIUM COPY: 4 -3/4" CAPITAL LETTER HEIGHT AND G' -9 1/2" OVERALL COPY LENGTH. DARK BRONZE FIN15H ALUMINUM CABINETS FROM .063' THICK STOCK. INTERNAL C.W.H.O. FLUORESCENT ILLUMINATION. ALL DIMEN51ONS AND CONDITIONS TO BE VERIFIED IN THE FIELD BY THE SIGN CONTRACTOR PRIOR TO SIGN FABRICATION. 51GN CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNS COMPLIANCE TO ALL APPLICABLE CODES AND ORDINANCES. SIGN CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO INSTALL THE SIGN. SIGN CONTRACTOR SHALL FURNISH (2) SETS OF SHOP DRAWINGS FOR APPROVAL TO THIS OFFICE BEFORE FABRICATION. ALL SIGNS TO BE FABRICATED ACCORDING TO THE UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR UL LABELS. PROVIDE DISCONNECT SWITCH ON EXTERIOR OF SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. I MONUMENT SIGN PLAN A5 . I 1/2" = 1 ' - 4"x4' TUBE P05T -1 BANGLE 2'X 2" X 114" BOX FRAME 1/2" DIA. TIE \ ROD BAR STOCK ANGLES 1-1/2" X - 1 -1 /2" X 3/1 G* PLAN SECTION A5 . I 1/2"= I ' -O" ANGLE 2"X 2" X 1 14 11 SEE STRUCTURAL DRAWINGS FOR DIMENSIONS AND REINFORCING. ETC. I " ROUND HOLE FOR 3/4" ROUNI A.B. (4) 4" X 4" STEEL TUBE COLUMN 2 -1/4" ROUND t FOR ELECTRICAI CONDUIT 12 PLAN SECTION 1 1' HIGH I/ LETTERING ELECTRONIC READERBOARD (V I; EQ. :. LG30W7r7 �a.�C3G;,��.aS7i 6'_5 5A 51GN FACE DETAIL A5. I 314" = 1 1 4"X 4' X 1 /2' 5TL. TUBE COLUMNS 1 3 A5. I . . �" .� � A l A5. I O'-4" 6 PLAN SECTION A5. I 1 = 1' -O" 16" X 16' X 1/4* STEEL 5ETTIN TYP. TOP OF M FOUNDATION v N 3/4" LEVELIN BOLTS 71 AND WASHERS NON - METALLIC NON - SHRINK GROUT 13 SECTION DETAIL A5 . I 314" = 1 ' -O" SIGNAGE CABINET MANUFACTURED LIME5TONE WATER TABLE 8" SPLIT -FACE CMU W/ -� DUR -O-WALL AT I G" O.C. SEE STRUCTURAL DRAWINGS FOR DIMENSIONS AND REINFORCING, ETC. LIMESTONE WATER TABLE - FULL BULLN05E EDGE I I I A � l l 4�� -- e 711 JEE i. '- 111-111— III -11 1111= 3 MONUMENT SIGN SECTION 1/211 1 1 8 L/2" EQ. I N 0 7 SECTION DETAIL A5 . I 1/2" = i ' -O" SIGN LIGHTING SIGN SPECIFICATIONS (2A): THIS SIGN WORK SHALL CONSIST OF THE CONSTR AND INSTALLATION OF ONE NEW DOUBLE -FACED MONUMENT SIGN. SIGN POWER, FOUNDATION, BRICK BASE AND COLUMNS BY LANDLORD. WALGREENS SIGN FACES 4 CA5INET5 BY WALGREENS' SIGN CONTRACTOR. LOCAL SIGN CODE LIMITS THE FACE AREA OF FREE STANDING 51GNAGE TO 32 5F AND A MAX SIGN HEIGHT OF 8' -0 CODES MANDATES USE OF BRICK BASE. WALGREEN5 PRIMARY PANEL SIGN FACES TO BE FABRICATED FROM ROHM 4 HAAS #7328 WHITE IMPACT RE515TANT DR ACRYLIC. SIGN FACES TO HAVE RED BACKGROUND WITH WHITE COPY AND STARS; BLUE MORTAR AND PESTLE, FORMATTED W/ 3M #3630 -53 "CARDINAL RED' AND 3M #3630 -36 "BLUE" SURFACE APPLIED VINYL FILMS. PROVIDE TWO SEPERATE RECESSED, WEATHER RESISTANT JUNCTION BOXES FOR ELECTRICAL AND DATA CABLE CONNECTIONS. LOCATE AT LEAST 3-0" ABOVE GRADE AND AS HIGH AS POSSIBLE. PROVIDE TWO (2) CONDUITS TO PYLON: ONE FOR LIGHTING. THE OTHER FOR COAXIAL CABLE FROM CONTROL CENTER TO POSSIBLE FUTURE LED READERBOARD. PROVIDE 300' COAXIAL CABLE FOR EACH GROUND SIGN (REFER TO SITE PLAN). "WALGREENS' EXTENDED SCRIPT COPY: 7 -3/4' CAPITAL 4 5-1/2' LOWER CASE LETTER HEIGHTS; I I " OVERALL COPY AND G -5' OVERALL LENGTH. "DRIVE -THRU PHARMACY' HELVETICA MEDIUM COPY: 4-1/2 CAPITAL LETTER HEIGHT AND G -5' OVERALL COPY LENGTH. DARK BRONZE FINISH ALUMINUM CABINETS FROM .063' THICK STOCK. INTERNAL C.W.H.O. FLUORESCENT ILLUMINATION. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED IN THE FIELD BY THE SIGN CONTRACTOR PRIOR TO SIGN FABRICATION. SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNS COMPLIANCE TO ALL APPLICABLE CODES AND ORDINANCES. SIGN CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO INSTALL THE SIGN. SIGN CONTRACTOR SHALL FURNISH (2) SETS OF SHOP DRAWINGS FOR APPROVAL TO THIS OFFICE BEFORE FABRICATION. ALL SIGNS TO BE FABRICATED ACCORDING TO THE UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR UL LABELS. PROVIDE DISCONNECT SWITCH ON EXTERIOR OF SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. �t TOP ASSEMBLY SEE TOP VIEW 4" X 4" TUBE COLUMN LAMPS 44" TYPICAL 13" ON CENTER (I 2)REQUI RED SIGN FACE ANGLE 2" X 2' X 1 14' BOX FRAME 4 51GN CABINET SECTION 1/2 = 1 ' -O" 4" SQ. COLUMN -'GN SUPPORT It 9 5ECTI ON DETAIL A5 . 3" THREADED W � M p�lA MID MACY 2A ELEVATION A5 . I 1 = I ' -O" SIGN PANEL JBF GENERAL NOTES: -PORT TL WEATHERPROOF JUNCTION BOXES OVER HAND HOLES BY SIGN CONTRACTOR. LOCATE TOP AND BOTTOM OF COLUMNS TO PROVIDE ACCESS TO WIRING. • THE READER BOARD MONUMENT SIGN MUST BE INSTALLED AS THE FIRST PRIORITY IN THE CONSTRUCTION SCHEDULE. • THE FOUNDATION WITH 5TUBBED -IN CONDUITS WILL BE INSTALLED BY THE LANDLORD' CONTRACTOR AT THE EARLIEST POSSIBLE DATE AFTER THE EXECUTION OF THE LEASE. • THE MONUMENT SIGN WILL BE ELECTRIFIED AS SOON AS POSSIBLE AFTER INSTALLATION. SHOP DRAWINGS: SIGN CONTRACTOR SMALL SUBMIT (2) COPIES OF SHOP DRAWINGS TO WALGREEN5 FOR APPROVAL PRIOR TO CONSTRUCTION ORIENTATION: LONG 51DF OF FOUNDATION SHALL BE AS INDICATED ON 517E PLAN _li 5TRUCTURAL GENERAL NOTES: . _ �. 2" MIN' 1. ALL ALUMINUM SURFACES IN CONTACT GROUND ROD i ONNECTION- G D. •, .r DATA SEPARATION OF BY ELECTRICAL I - - - POWER CONDUITS WITH STEEL SHALL RECEIVE ONE COAT OF CONTRACTOR , •. - REQUIRED FOR BITUMASTIC PAINT. FULL RUN 2. ALL STRUCTURAL STEEL SHALL BE A5TM A -36. SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS. 3 ALL STRUCTURAL STEEL SMALL COMPLY ROUTE GROUND CONDUCTOR IN COLUMN W/POWER (FOR EXISTING CONDITIONS SEE ABOVE). WITH THE A15C MANUAL, LATEST EDITION. ALL CONDUCTOR5 SHALL BE PROVIDED W /6' OF 5LACK ABOVE FOUNDATION FOR FINAL 4. ALL STEEL SHALL RECEIVE ONE SHOP COAT CONNECTION -BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. OF RUST INHIBITIVE PAINT. 5. DESIGN WIND PRESSURE = 10 LB./5Q. FT. 14 SIDE VIEW DETAIL 6. MINIMUM CONCRE=TE STRENGTH TO BE A5. I 3" = 1 ' -O" 3000 P.5.1. WORK RESPONSIBILITY: TURNKEY (L.L.) CONSTRUCTION OF DRUG STORE FOUNDATION, DATA CONDUIT AND ELECTRICAL POWER SUPPLY BY LANDLORD5 CONTRACTOR, PRIOR TO INSTALLATION OF SIGN. ALL OTHER WORK BY WALGREENS SIGN CONTRACTOR. WALGREEN5 CONSTRUCTION OF DRUG STORE FOUNDATION AND ELECTRICAL POWER SUPPLY BY WALGREENS, ALL OTHER WORK BY WALGREEN5 SIGN CONTRACTOR. COORDINATION: FOUNDATION CONTRACTOR PRIOR TO INSTALLING FOUNDATION SHALL: 1. VERIFY PERMIT REQUIREMENTS WITH WALGREEN5 SIGN CONTRACTOR 2. OBTAIN BOLT CAGE FROM WALGREEN5 SIGN CONTRACTOR. PERMIT: ALL REQUIRED PERMITS SMALL BE OBTAINED BY WALGREEN5 SIGN CONTRACTOR 7. REINFORCEMENT STEEL TO BE A5TM A-615 GR 60. 8. ALLOWABLE 501L PRE55URE 3000 P.5.17. 9. SIGN AND FOUNDATION TO CONFORM TO IBC 2000 AND ANY OTHER GOVERNING AUTHORITY. 10. STRUCTURAL INFORMATION SHOWN, EXCEPT FOR FOUNDATION5, 15 MINIMUM REQUIRED. WALGREEN5 SIGN CONTRACTOR TO PROVIDE ENGINEERING DESIGN AND DRAWINGS FOR STRUCTURE PERMITTING. 3/4" DI A. ROD (4) REQ'D I N5TALL IN LONG — 'k DIRECTION OF FOUNDATION 8" /I O'� ANCHOR BOLT DETAIL 6' X 18" ALUMINUM WEATHERPROOF DOOR5 (TYPICAL) A5. m 3 1/2" 3' -3 1/2' 8 TOP VIEW A5. I 114" COLORS STRUCTURE CA5INET5/RETAINER5: PFM DARK BRONZE COLUMNS: DARK BRONZE FACES PRIMARY PANEL: 3M PANAFLEX SIGN FACE WITH #830 -53 "CARDINAL RED" BACKGROUND #830 -36 "BLUE" MORTAR AND PESTLE; WHITE STARS AND COPY. g THE MORTAR AND PESTLE SYMBOL: 8" OVERALL SYMBOL HEIGHT AND 7" OVERALL 5YM50L WIDTH. "WALGREEN5" EXTENDED SCRIPT COPY: 9 CAPITAL AND 6 LOWER CASE LETTER HEIGHTS. 13%2" OVERALL COPY HEIGHT, 7-1 1 " OVERALL COPY LENGTH. LED READER BOARD PANEL: � TWO 51NGLE -FACED DISPLAYS W/ RED LED PIXELS. THE m 2' -8" CABINET HEIGHT ALLOWS FOR TWO TO FOUR LINES OF COPY PROVIDE TWO (2) CONDUITS TO MONUMENT; ONE FOR LIGHTING CIRCUIT. THE OTHER FOR COAXIAL CABLE FROM CONTROL CENTER TO LED READER BOARD. PROVIDE 300' COAXIAL CABLE FOR EACH O GROUND SIGN. (REFER TO SITE PLAN.) t -W ti n a x: d3�`• I HEREBY CERTIFY THAT TH15 PLAN AND SPECIFICATION WA5 PREPARED BY ME OR (UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGI5TERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNED BY MY HAND AND SEAL. W rI O 0 O ?_•-+ cd N � -.CIA TH15 DRAWING HA5 BEEN ISSUED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REVISIONS- PROJECT No.: 05 -xxx DATE: 08/22/05 5VIEET TITLE: READER BOARD AND MONUMENT SIGN DETAILS SHE A5. I :; v -dam g c v cq � `n v m Q� O O y� U a E 14 - Fl� W rI O 0 O ?_•-+ cd N � -.CIA TH15 DRAWING HA5 BEEN ISSUED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REVISIONS- PROJECT No.: 05 -xxx DATE: 08/22/05 5VIEET TITLE: READER BOARD AND MONUMENT SIGN DETAILS SHE A5. I :; CHANNEL LETTER L.E.D. SIGNS BRONZE RETURNS W/ LIGHT BACKGROUND. ❑ WHITE RETURNS W/ DARK BACKGROUND. CD I 19.2 5F 12 �p[OOTO I I .6 5F RED #2793 PLEXIGLA5 FACE HELVETICA MEDIUM CHANNEL LETTERS. PRE- FINI5HED METAL, ALUMINUM FILLER. BACKS OF LETTERS .125 ALUMINUM PLATE. FOR ELECTRICAL DATA It DETAIL SEE ELECTRICAL DRAWINGS. "WALGREENS" MONUMENT 51GN 15' -2" I r ORNE THRU PHARMAVY 4 12.6 SF Emir 5f SHEET A5.1 WINDOW SIGN INSTALLATION DETAILS O ELECTRONIC POWER SUPPLY CABLE TO RUN CONCEALED BEHIND OR WITHIN WINDOW MULLION5 WHERE P0551131 E. O 5TAINLE55 STEEL SUSPENSION CABLE TO CEILING STRUCTURE AS UNOBTRUSIVELY AS POSSIBLE. O3 ILLUMINATED SIGN. O TRANSPARENT STAND -OFF BUM WITH RUBBER TIP AS REQUIRED. �5 WINDOW GLA55 SURFACE. O6 WALL CONSTRUCTION. I 2 � I C� U O � 3 11 Q 4 w 5 EQ EQ 6 WINDOW ELEVATION EXTERIOR INTERIOR 7 7'-O" 4 1 - 0 " CLEARANCE N LINE OF CANOPY SIGN DATA SIGN PANEL FROM .063" THICK ALUMINUM WITH HEMMED EDGES. FACE TO BE $ w YELLOW WITH 4 HIGH BLACK HELEVETICA MEDIUM CAPITAL LETTER COPY. a BACKGROUND SURFACE COATING TO BE 3M "SCOTCH LITE' REFLECTIVE FILM, -'� YELLOW #580-71. SUSPEND SIGN ON ONE LINK OF CHAIN FROM CANOPY CEILING. I• CLEARANCE SIGN ENTRANCE TOWER MORTAR AND PESTLE PLACEMENT o e0 a o a o �COuN G° �mmm&@w �)nmCClg 9 @@I RED FLAT TOP L.E.D. ILLUMINATION SEGMENT CC���o �®oC wllabq Ugly woballft &q 0 0 K 0 0 C�OC� C� ACC R 2.1 5F 5f SHEET A5.1 WINDOW SIGN INSTALLATION DETAILS O ELECTRONIC POWER SUPPLY CABLE TO RUN CONCEALED BEHIND OR WITHIN WINDOW MULLION5 WHERE P0551131 E. O 5TAINLE55 STEEL SUSPENSION CABLE TO CEILING STRUCTURE AS UNOBTRUSIVELY AS POSSIBLE. O3 ILLUMINATED SIGN. O TRANSPARENT STAND -OFF BUM WITH RUBBER TIP AS REQUIRED. �5 WINDOW GLA55 SURFACE. O6 WALL CONSTRUCTION. I 2 � I C� U O � 3 11 Q 4 w 5 EQ EQ 6 WINDOW ELEVATION EXTERIOR INTERIOR 7 7'-O" 4 1 - 0 " CLEARANCE N LINE OF CANOPY SIGN DATA SIGN PANEL FROM .063" THICK ALUMINUM WITH HEMMED EDGES. FACE TO BE $ w YELLOW WITH 4 HIGH BLACK HELEVETICA MEDIUM CAPITAL LETTER COPY. a BACKGROUND SURFACE COATING TO BE 3M "SCOTCH LITE' REFLECTIVE FILM, -'� YELLOW #580-71. SUSPEND SIGN ON ONE LINK OF CHAIN FROM CANOPY CEILING. I• CLEARANCE SIGN ENTRANCE TOWER MORTAR AND PESTLE PLACEMENT 9 CONSTRUCTION 51GN N..5. o e0 a o a o �COuN G° �mmm&@w �)nmCClg 9 @@I RED FLAT TOP L.E.D. ILLUMINATION SEGMENT CC���o �®oC wllabq Ugly woballft &q 0 0 K 0 0 C�OC� C� ACC R 9 CONSTRUCTION 51GN N..5. BANNER BY WALGREEN5 51GN MANUFACTURER CHANNEL LETTER L.E.D. SIGN DETAILS I 14 33' -4 112" LENGTH WHEN 2X BLOCKING IS USED, BLOCKING OUT -TO -OUT DIMENSION 15 EQUAL TO THE 3" = 1 ' - 0 " RED SCRIPT SIGN DATA ❑ RED PLEXIGLAS #2793 FACE SIGN SIGN SUPPORTS - GENERAL CONTRACTOR SHALL a o �COuN G° �mmm&@w �)nmCClg 9 @@I RED FLAT TOP L.E.D. ILLUMINATION SEGMENT TOP 0 0 K 0 0 C�OC� C� ACC R (TELEDYNE). BANNER BY WALGREEN5 51GN MANUFACTURER CHANNEL LETTER L.E.D. SIGN DETAILS I 14 33' -4 112" LENGTH WHEN 2X BLOCKING IS USED, BLOCKING OUT -TO -OUT DIMENSION 15 EQUAL TO THE 3" = 1 ' - 0 " RED SCRIPT SIGN DATA ❑ RED PLEXIGLAS #2793 FACE SIGN SIGN SUPPORTS - GENERAL CONTRACTOR SHALL O RED FLAT TOP L.E.D. ILLUMINATION SEGMENT TOP v (TELEDYNE). LOWER CAPITAL W AREA LENGTH CASE LETTER SQUARE WEIGHT E LETTER TH15 SHEET. BOTTOM FEET U 1 I t � 9 CONDUIT 4 HOUSING THRU WALL - SIGN CONTRACTOR ^ 33' -4 1/2" 30" 42.5" 59 95.36 225 SIGN LENGTH VVVIV S.F. SIGN SPECIFICATION I. GENERAL CONTRACTOR SHALL: A. THIS CONTRACTOR SHALL COORDINATE ALL WORK. NOTIFY ELECTRICAL CONTRACTOR SIGN CONTRACTOR AS SOON AS P05515LE AFTER THE SIGN WALL OR STRUCTURE 15 IN PLACE. GENERAL CONTRACTOR SHALL NOT CL05E UP THE BACK 51DE OF WALL UNTIL ELECTRICAL CONTRACTOR It SIGN CONTRACTOR HAVE COMPLETED THEIR WORK. B. CONCEALED SIGN SUPPORTS: GENERAL CONTRACTOR SHALL PROVIDE CONCEALED CONTINUOUS WOLMANIZED STRUCTURAL GRADE WOOD SIGN SUPPORTS WHERE STUD OR RAFTER TYPE FRAMING OCCURS. 1. WHERE SCRIPT SIGNS ARE SHOWN, PROVIDE 2 CONCEALED 2 X 6 MEMBERS AT TOP AND BOTTOM OF SCRIPT FOR ALL SIGNS UP TO 20' -8 3/4 ". SCRIPT SIGNS OVER 20' -8 3/4 ", PROVIDE 2 CONCEALED 2 X 8 MEMBER5 AT TOP AND BOTTOM OF SIGNS. 2. WA. 3. WHERE INDIVIDUAL LETTER SIGNS ARE SHOWN, PROVIDE 2 CONCEALED 2 X G. MEMBERS TOP AND BOTTOM OF SIGNS. 2. ELECTRICAL CONTRACTOR: THIS CONTRACTOR SHALL PROVIDE ONE MAIN ELECTRIC SERVICE PANEL AND FEEDS TO THE BACK 51DE OF SIGN WALL. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, FEED AND JUNCTION BOXES ALONG BACK SIDE OF SIGN WALL. PROVIDE JUNCTION BOXES FOR EACH LOCATION APPROXIMATELY WHERE SIGN CONTRACTOR WILL PROVIDE CONDUIT HOUSING THROUGH WALL. PROVIDE ELECTRIC SERVICE CAPACITIES AND CIRCUITS AS SHOWN ON ELECTRICAL DRAWINGS. 3. SIGN CONTRACTOR: A. FOLLOW DRAWINGS It SPECIFICATIONS OF 51GN5 AND USE TEMPLATES OF APPROVED DIMENSIONS, CONTOURS, SHAPES AND WITH ELECTRICAL COMPONENTS * CAPACITIES AS SPECIFIED. B. SIGN CONTRACTOR SHALL FURNISH FOUR SETS OF SHOP DRAWINGS TO WALGREENS FACILITIES PLANNING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. C. SIGN CONTRACTOR SHALL CONSTRUCT SIGN IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES, AND ACCORDING TO UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR U.L. LABELS. SIGN CONTRACTOR SHALL OBTAIN ALL STATE AND MUNICIPAL PERMITS NECF55ARY TO INSTALL 51GN(5). 4. SIGN INSTALLATION AT BUILDING FACE WORK BY SIGN CONTRACTOR: A. SIGN CONTRACTOR SHALL E5TA5L15H CENTER LINE OF SIGN WALL. MEASURE LOCATION OF EACH ELECTRIC LEAD FROM THE CENTER OUTWARD. PROVIDE 112" GALVANIZED CONDUIT AND HOUSING THROUGH 1 114" GROUND HOLES. LET THREADED CONDUIT PROJECT THROUGH WALL 1 112 ". B. SIGN CONTRACTOR SHALL PROVIDE A DISCONNECT SWITCH ON EXTERIOR OF SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. EACH SIGN SHALL BE ACTIVATED BY APPROVED PHOTO CELL AND TIME SWITCH WITH MANUAL OVERRIDE 5WITCH. ELECTRICAL CONTRACTOR TO FURNISH PHOTO CELL, TIME SWITCH, AND MANUAL OVERRIDE 5WITCH. CLEARANCE SIGN WORK RESPONSIBILITY ALL EXTERIOR BUILDING SIGNS SHALL BE FURNISHED AN INSTALLED BY WALGREEN5 SIGN CONTRACTOR. Z M, z 4; TA O �g Z L WINDOW OPENING ENTRANCE TOWER NEON DETAIL 3/8" = 1 ' -O" EQ WINDOW SECTION EQ WALL OPENINGS LAYOUT CE ILING " ""J " ""' ' 5 4" IM I A " "'J " "' CEILING HEIGHT 1 4" ABOVE 3/8" = P -0" (NORTHERN AND SOUTHERN PROTOTYPES) WINDOW OPENING. ALL DIMENSIONS ARE BASED ON TH15 CONDITION. 2101til MANUFACTURE AND INSTALL ENTRY WAY WALL GRAPHICS FOR ENTRANCE TOWER. MORTAR It PESTLE TO BE #3630 -36 "BLUE" SURFACE APPLIED VINYL FILM WITH OUTLINE BLUE NEON. INSIDE STARS TO REMAIN WHITE WITH OUTLINE WHITE NEON. OUTSIDE 5TAR5 TO BE #3630 -53 "RED" SURFACE APPLIED VINYL FILM WITH OUTLINE RED NEON, TRANSFORMERS TO BE REMOTE MOUNTED BEHIND WALL WITHIN RECESSED TRANSFORMER HOUSING. ALL PER SKETCH TO BE APPROVED BEFORE CONSTRUCTION. BACKGROUND WALL AND ALUMINUM PLATES TO BE PAINTED "DECORATOR WHITE ". ENTRANCE TOWER NEON SIGN DETAILS ALL OTHER RELATED WORK INCLUDING SIGN SUPPORTS AND ELECTRICAL POWER 5UPPLY SHALL BE PER SIGN SPECIFICATIONS - TH15 SHEET, ALL FINAL CONNECTION5 MADE BY SIGN CONTRACTOR. I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNED BY MY HAND AND SEAL. W rn V O 4 >_ + a sd O .I= rgb - 6 4J � W Q) TH15 DRAWING HAS BEEN ISSUED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REVISIONS- PROJECT No.: 05 -xxx DATE: 08/22/05 SHEET TITLE: EXTERIOR 51GNAGE �A5.2 EXTERIOR SCRIPT SIGN KEYED NOTES Ci SIGN SUPPORTS - GENERAL CONTRACTOR SHALL O RED FLAT TOP L.E.D. ILLUMINATION SEGMENT v (TELEDYNE). FRAMING OCCURS. BACK 51DE OF WALL SHALL O i 25 ALUMINUM BACK. g 15 COMPLETED. REFERENCE: SPECIFICATIONS ON 00 E v TH15 SHEET. 00 LCIN U 1 I t � O2 CONDUIT 4 HOUSING THRU WALL - SIGN CONTRACTOR ^ re SHALL BE RESPONSIBLE FOR LOCATION AND O TRIM CAP ( I/8" X 1 "). COLOR TO MATCH RETURN. > INSTALLATION THRU WALL. REFERENCE: SPECIFICATIONS ON TH15 SHEET. I O SEE ARCHITECTURAL DRAWINGS FOR MATERIAL. O3 EXPANSION ANCHOR TOGGLE OR EPDXIED STUD TO b - co ANCHOR "L" CLIP TO WALL SURFACE. USE CLEAR 64 Ln 1 2 #8 5.5. FLAT HEAD SCREW. PRE - DRILLED 3/8" DIA. DRAIN HOLE W/ SHADOW � .063 ALUMINUM FILLER - REFLECTIVE EXTERIOR SCREEN. (COLOR AS SPECIFIED BELOW) OF LETTER, AND 14 JUNCTION BOX. SEE ELECT. DRAWINGS. REFLECTIVE WHITE INTERIOR, BRONZE RETURNS. NOTE: SEALANTS FOR OPENINGS ARE TO BE COMPATIBLE Q. �d CONSULT FINISH MANUFACTURER FOR RECOMMENDED O 3/1 G" PLEXIGLA5. SEALANTS. I � W rn V O 4 >_ + a sd O .I= rgb - 6 4J � W Q) TH15 DRAWING HAS BEEN ISSUED FOR: REVIEW PERMITTING CONSTRUCTION APPROVAL REVISIONS- PROJECT No.: 05 -xxx DATE: 08/22/05 SHEET TITLE: EXTERIOR 51GNAGE �A5.2 EXTERIOR SCRIPT SIGN KEYED NOTES Ci SIGN SUPPORTS - GENERAL CONTRACTOR SHALL O RED FLAT TOP L.E.D. ILLUMINATION SEGMENT FURNISH * INSTALL SUPPORTS WHERE STUD TYPE (TELEDYNE). FRAMING OCCURS. BACK 51DE OF WALL SHALL O i 25 ALUMINUM BACK. REMAIN OPEN UNTIL ALL ELECTRICAL 4 SIGN WORK 15 COMPLETED. REFERENCE: SPECIFICATIONS ON Og 2" X 1 -1 /2" X 3/1 6" #606 I ALUM. CHANNEL MOUNTING TH15 SHEET. CLIPS W/ 3/8 " -16 HEX HEAD BOLTS W/ NUT AND WASHER O2 CONDUIT 4 HOUSING THRU WALL - SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND O TRIM CAP ( I/8" X 1 "). COLOR TO MATCH RETURN. INSTALLATION THRU WALL. REFERENCE: SPECIFICATIONS ON TH15 SHEET. I O SEE ARCHITECTURAL DRAWINGS FOR MATERIAL. O3 EXPANSION ANCHOR TOGGLE OR EPDXIED STUD TO I I WELD -ON 40 AND RESIN BOND. ANCHOR "L" CLIP TO WALL SURFACE. USE CLEAR SEALANT AT BUILDING FACE. 1 2 #8 5.5. FLAT HEAD SCREW. PRE - DRILLED 3/8" DIA. DRAIN HOLE W/ SHADOW O .063 ALUMINUM FILLER - REFLECTIVE EXTERIOR SCREEN. (COLOR AS SPECIFIED BELOW) OF LETTER, AND 14 JUNCTION BOX. SEE ELECT. DRAWINGS. REFLECTIVE WHITE INTERIOR, BRONZE RETURNS. NOTE: SEALANTS FOR OPENINGS ARE TO BE COMPATIBLE WITH THE MATERIALS THEY CONTACT. ❑ WHITE RETURNS. CONSULT FINISH MANUFACTURER FOR RECOMMENDED O 3/1 G" PLEXIGLA5. SEALANTS. AREA COMPUTATIONS FOR SCRIPT 51GN5 ❑ BRONZE RETURNS W/ LIGHT BACKGROUND. WHITE RETURN5 W/ DARK BACKGROUND. IF ROUGH WINDOW OPENING HEIGHT DOES NOT MATCH DIMENSION SHOWING, CONTACT WALGREEN5 FOR CORRECT PLACEMENT, TYPIC SECTION TMROUGM SIGN - - - l� - Gc` STRUCTURAL - NOTES - I II 1, I j GENERAL CONCRETE MASONRY (All masonry is to be special inspected) STRUCTURAL STEEL COLD FORMED STEEL I I 1. Specific notes and details in the drawings shall govern over the structural notes and typical details. 1. Materials, unless noted otherwise: 1. Materials, unless noted otherwise: 1. Material: 1. The design of cold formed steel and low alloy steel structural members shall be in accordance with 2. Typical details and sections shall apply where specific details are not shown. a. Normal Weight aggregates ASTM C 33 a. Concrete Masonry Units (CMU): Lightweight Grade N, Type 1 (minimum unit strength of 2,500 psi) a. Wide Flange Sections ASTM A992 (50 ksi) AISI- NASPEC, North American Specification for the Design of Cold - Formed Steel Structural Members. 3. The contractor shall verify all site conditions and dimensions. If actual conditions differ from those b. Fly Ash, Class F Pozzolan ASTM C618 fm = 2,500 psi b. Steel Tubes ASTM A500 Grade B (46KS1) 2. The design, installation and construction of cold formed steel for structural and non - structural framing shown in the contract drawings, the contractor shall immediately notify the architect/engineer c. Reinforcing Steel ASTM 615 Grade 60 (Fy = 60 ksi) b. Mortar: Use Type "S" 2,500 psi minimum compressive strength. c. Other shapes & Plates ASTM A36 shall be in accordance with AISI -CFSD, Standard for Cold - Formed Steel Framing - General Provisions. before proceeding with the fabrication or construction of any effected elements. d. Deformed Bar Anchors (DBA) ASTM A496 c. Grout shall attain a minimum compressive strength of 2,500 psi at 28 days. d. Deformed Bar Anchors (DBA) ASTM A496 3. Light Gauge Steel Framing: 4. Changes to these contract drawings may be made only by an authorized representative of Dunn e. Headed Stud Anchors (HSA) ASTM A108 d. Reinforcing Steel ASTM 615 Grade 60 (Fy = 60 ksi) e. Headed Stud Anchors (HSA) ASTM A108 a. All steel framing members shall comply with ASTM C995. Associates Inc. Dunn Associates Inc. shall not be held responsible or liable for any claims arising i. Anchor Bolts e. Deformed Bar Anchors (DBA) ASTM A496 f. Anchor Bolts ASTM F1554 Gr. 36 (equiv to A36 orA307) with ASTM A563 b. Follow all manufacturers' guidelines and recommendations for all products. directly or indirectly from changes made without written authorization by an authorized i. All Columns UNO ASTM F1554 Gr. 36 (equiv to A36 orA307) with ASTM A563 f. Headed Stud Anchors (HSA) ASTM A108 heavy hex nuts with hardened washers Grade A. c. Unless noted otherwise, all welded connections shall be done according to AWS standards. representative of Dunn Associates Inc. heavy hex nuts with hardened washers Grade A. g. Anchor Bolts ASTM A307 with ASTM A563 heavy hex nuts g. Bolted Connections: ASTM A325 d. All interior non - bearing steel -stud walls that extend above the ceiling but do not attach to the 5. Omissions or conflicts between the contract drawings and /or specifications shall be brought to the j. Admixtures: hardened washers h. Non - Shrink Grout ASTM C1107 Grade B structure above shall be braced with diagonal metal -stud braces (45 degrees). The kl /r ratio of the attention of the architect/engineer before proceeding with any work involved. In case of conflict, Air - entraining admixtures shall comply with ASTM C 260 (when used). 2. Reinforcement shall have the following cover: i. Non - shrink grout shall be prepackaged, non - metallic and non - gaseous with a fluid consistency (flow brace shall not exceed 200 and shall not be spaced further apart than 10' -0" o /c. Connect diagonal follow the most stringent requirement as directed by the architect/engineer at no additional cost to Calcium chloride shall not be added to the concrete mix. Unreinforced concrete slabs on grade may a. Reinforcement shall have a minimum coverage of one bar diameter overall the bars, but not less cone) of 20 to 30 seconds. Grout shall be bleed free and attain 7,500 psi compressive strength in braces to the top of the steel stud walls and to the top flange of the steel beams with two #10 tek the owner. have calcium chloride not exceeding one percent. than 3/4 ". When masonry is exposed to soil, minimum coverage shall be 1.5 ". 28 days of fluid consistency. Certified independent test data required. screws minimum. Where a concrete deck occurs above, use two powder - driven fasteners per 6. The contractor shall submit a written request to the architect/engineer before proceeding with any k. Type 1 /II cement complying with ASTM C -150 shall be used for all concrete. 3. Construction Requirements: 2. Fabrication and construction shall comply with the latest edition of the following Codes and Standards: diagonal brace. Other approved methods may be used. changes, substitutions or modifications. Any work done by the contractor before receiving written 1. The water /cement ratio shall not exceed 0.50 for all concrete (grout mixes are excluded). a. All units shall be laid with full mortar beds on the face shells. All head joints shall be filled solidly a. American Institute of Steel Construction (AISC), "Specification for the Design, Fabrication and 4. Connection Hardware approval will be at the contractor's risk. m. The slump of all concrete shall be limited to 4" unless plasticizers are used. with mortar for a distance in from the face of the units not less than the thickness of the longitudinal Erection of Structural Steel for Buildings," with "Commentary". a. All connection hardware (examples: StiffClip @, VertiClip®, DriftClip®, BddgeClip®, etc) shown shall 7. The contractor shall coordinate with all trades any items that are to be integrated into the structural n. Provide air entraining as recommended by ACI 318. face shells. Cells which are to be grouted shall have full head joints. b. AISC "Code of Standard Practice" excluding the following: Section 3.4, Section 4.4, Section 4.4.1. be supplied by: system such as openings, penetrations, mechanical and electrical equipment, etc. Sizes and o. Air entrainment shall be adjusted for the use of admixtures and fly ash. b. Masonry walls, beams and columns shall be constructed with running bond, unless noted otherwise. c. AISC "Specification for Structural Joints Using ASTM A325 or A490 Bolts" The Steel Network, Inc. Phone: (888) 474 -4876 locations of mechanical and other equipment that differs from those shown on the contract p. Fly Ash shall be a maximum of 20% of the cementitious material. c. All cells containing reinforcement, embeds, anchor bolts, etc. shall be filled solid with grout. Grout d. American Welding Society (AWS), Structural Welding Code (specific items do not apply when they 3221 Wellington Court Web Site: www.steelnetwork.com drawings shall be reported to the architect/engineer. q. No aluminum conduit or product containing aluminum or any other material injurious to concrete shall be placed by mechanical vibration during placing and revibrated after excess moisture has conflict with the AISC requirements). Raleigh, NC 27615 8. The contractor shall be responsible for means, methods, techniques, sequences, and procedures shall be embedded in concrete. been absorbed but before workability is lost. Puddling or rodding of grout is not allowed. e. AISC "Seismic Provision for Structural Steel Buildings." b. Install all hardware per the manufacturer's guidelines and recommendations. in order to comply with the contract drawings and specifications. The contractor shall provide 2. Compressive strengths of concrete at 28 days shall be as follows: d. Where walls are not grouted solid, each grout pour shall terminate flush with the top of the 3. Welding c. The contractor may submit an alternate connection method for approval by Dunn Associates, Inc. adequate shoring and bracing as required for the chosen method of erection. Shoring and bracing a. Footings ............................. ............................... ..........................3,000 psi uppermost unit except at cells with vertical reinforcing where the grout shall be 1 -1/2 inches below a. All welding and cutting shall be performed by AWS certified welders, and the Architect. shall remain in place until final connections for the permanent members are completed. The b. Interior Slabs on Grade ..... ............................... ..........................3,500 psi top of unit to provide construction key. b. Use E -70 XX or as noted otherwise. E60 XX may be used for welding steel floor and roof decks. 5. Wood Structural Panel Sheathing building shall not be considered stable until all connections are completed. Walls shall not be c. Walls ............................................... . ........................................... 4,000 psi e. Grout pours shall be limited to 4' -0 ". c. All intersecting steel shapes which are not bolted shall be connected by a fillet weld all around, a. Wood structural panels shall comply with DOC PS 1 or PS 2 and shall be manufactured using considered self - supporting and shall be braced until the roof system is completed. d. Masonry Grout ............................................. . .............................. 2,500 psi f. All masonry below grade shall be solid grouted. unless noted otherwise. Where fillet weld sizes are not shown they shall be 1/16" less than the exterior glue. See schedule for sheathing thickness and screw spacings. 9. Site observations by Dunn Associate's field representative shall not be construed as approval of e. All Site Cast Concrete ....... ............................... ..........................4,000 si p g. Vertical cells to be filled with grout shall have vertical alignment sufficient to maintain a clear, thinnest of the connected parts for thicknesses 114" and larger. Fillet welds on plates less than 1/4" b. Oriented Stand Board (OSB) is not acceptable. 10. construction the procedures nor special inspection. p P p Detailing and shop drawing production for structural elements will require information (including 3. The contractor shall be responsible for the design, detailing, care, placement and removal of all unobstructed vertical cell measuring not less than 2 inches by 3 inches. All steel reinforcement shall be of the same size as the thinnest of the connected part. c. Wood structural panels shall be attached to steel framing and blocking with flat -head self - drilling dimensions) contained in the architectural, structural and /or other consultants' drawings. The formwork and shores. shall be secured against displacement prior to grouting by wire positioners or othersuitable devices d. Reinforcing Bars: Do not weld rebar. Do not substitute reinforcing bars for deformed bar anchors tapping screws with a minimum head diameter of 0.292 inch. structural drawings s shall be used in conjunction with the architectural and other consultant's a. Supporting forms and shoring shall not be removed until structural members have acquired at intervals not exceeding 200 bar diameters or 10 feet maximum, or at bars lice locations. Vertical 9 P (DBAs), structural bolts, or headed stud anchors(HSAs). "tack d. Structural panels may be installed either perpendicular or parallel to the framing members. drawings. Some dimensions and elements such as elevations, depressions, slopes, mechanical sufficient strength to safely support their own weight and any construction load to which they may reinforcing shall be located at the center of the wall unless noted otherwise e. Do not weld anchor bolts, including welds. e. All edges of the sheets shall be attached to framing members or blocking. housekeeping pads, etc. are not shown in the structural drawings. See the Architectural Drawings be subjected. In no case, however, shall forms and shoring be removed in less than 24 hours after h. Reinforcing Bars shall not be welded. Do not substitute reinforcing bars for DBAs or HSAs. g g ". f. Headed Stud Anchors HSAs welding and deformed bar anchor welding shall conform to the ( ) 9 9 f. Flat strap blocking, P , when used, shall be a minimum of 1 % inches wide and of the same material 9 for dimensions, doors, windows, non- bearing interior and exterior walls, elevations, slopes, stairs, concrete placement. i. Control Joints: Spacing shall not exceed 26' -0 See architectural drawings for locations. manufacturer's specifications. and equal or greater thickness as the track and studs. curbs, drains, recesses, depressions, railings, waterproofing, finishes, chamfers, kerfs, etc. 4. Reinforcement shall have the following concrete cover: Grout all beam and joist pockets solid after installation of beams and joists. �• � P � 4. Bolted Connections: 6. Light Gauge Steel Truss S g g Systems ( LGST ) 11. Review of shop drawing submittals by Dunn Associates Inc is for general compliance only and is Cast -in- lace Concrete: Clear Cover P k. Embed channels and plates shall be placed so as to create a flush surface with the face of the wall. a. Snug Tightened Bolts. Use ASTM A325N bolts for steel to steel connections, as noted herein oras a. Submit complete shop drawings and calculations of all elements and connections for review. Shop o not intended for approval. The shop drawing review shall not relieve the contractor from the a. Cast against and permanently exposed to earth ................................... .............................3" g P y I. Anchor bolts and headed stud anchors shall be set in a grouted cell. Anchor bolts and headed stud noted on the drawings. A325N bolts shall be used in connections for simple span framing and beam Drawings shall bear the stamp of a Professional Engineer licensed in the same state as the project -21 responsibility of completing the project according to the contract b. Formed concrete exposed to earth or weather: P anchors shall have 1 grout surrounding the shank at its penetration. Grout shall be flush with the face or top of the masonry. (or girder) to bearing plate connections. Tighten bolts to a snug tight condition. TC bolts are location. The o documents. 12. Shop drawings made from reproductions of the structural drawings will be rejected unless the #6 thru #18 bars .................................................................................... ............................. 2" acceptable. P b. design, quality assurance, installation and testing of cold formed steel trusses shall be in contractor signs a release agreement prior to the shop drawings being reviewed. The contractor #5 and smaller bars .................................................................................. ..........................1 -1/2 4. Detailing Requirements b. Use hardened washers beneath the turned element of all bolts or nuts. Use hardened beveled accordance with AISI- Tnass, Standard for Cold Formed Steel Framing - Trusses. � o `' � may also obtain electronic files of the plan sheets after signing a release agreement. Electronic C. Concrete not exposed to weather or in contact with ground: a. Lap all masonry reinforcing a minimum of 48 bar diameters with a minimum lap of 24 ". Joint washers, to compensate for the lack of parallelism, where the outer face of the bolted parts has a c. The designer / fabricator shall design and provide the connection hardware for all truss -to -truss �I files of the detail sheets and schedule sheets will not be made available. Slabs, Walls, Joists; #11 bars and smaller .............................................. ...........................3 /4" reinforcement shall lap a minimum of 6 . slope greater than one in twenty with respect to the plane normal to the bolt axis. At oversized holes connections, all truss-to-wall connections and all truss -to beam connections. � 0 � Beams, Columns: Primary Reinf., Ties, Stirrups, Spirals ............... . ................................... 1 -112 b. All vertical reinforcing shall be doweled to the foundation wall, footing (structure below) and to the hardened washers or plates shall conform with ASTM F -436 and shall completely cover the slot d. Coordinate all truss profiles and design with the architectural drawings, mechanical drawings, I, BASIS OF DESIGN 5. Construction Joints and Control Joints: structure below with the same size dowel, spacing (and in the same core) as the vertical wall after installation. Where A490 bolts are specified, provide hardened washers beneath both the electrical drawings and fire sprinkler requirements. I - a. Provide a beveled 2 x 4 x intermediate keyway that shall be installed in all horizontal and vertical reinforcing above. head and the nut, as required by AISC. e. Gravity design loads for the trusses shall be the following: construction joints including between top of footing and foundation walls. In addition, all joints shall c. Comer Bars: Horizontal reinforcement shall be continuous at all corners and at intersecting walls. c. Where a steel to steel beam connection is not shown, provide a standard AISC framed connection Dead Load Live Load Snow Load 1. Governing Building Code International Building Code 2003 be intentionally roughened to a full amplitude of approximately 114 inch. Provide comer bars with the required lap splice length. for one half the total uniform load capacity of the beam for the span and steel specified. Top Chord 10 psf - - - - - -- 35 psf b. Control joints shall be installed in slabs on grade as indicated in the drawings. Control joints shall d. Wall Openings 24" wide and wider: For unscheduled openings, provide reinforcing on all sides per d. Bolts, nuts and washers shall not be reused. Bottom Chord 10 psf 10 psf* 1 2. Roof Snow Load be completed within 12 hours of concrete placement. Control joints may be installed by: detail 10/S501. Also, for all openings, provide horizontal bar at bottom of opening per detail ` Note: the bottom chord live load is not concurrent with top chord live load. iI a. Ground Snow Load P = 50 psf i. Saw cut a depth of 1/4 the thickness of the slab 10/S501. Vertical bars shall extend from floor level below to the floor, or roof level above. The structural, mechanical and architectural plans may show additional loading information b. Flat Roof Snow Load Pr = 35 psf c. Snow Exposure Factor Ce = 1.0 xP ii. Tooled joints a depth of 1/4 the thickness of the slab Install Horizontal bars for all openings shall extend a minimum of 48 bar diameters beyond the corners of OPEN WEB STEEL JOISTS AND GIRDERS WOOD ' j d. Snow Load Importance Factor I = 1.0 e. Thermal Factor Ct =1.0 c. construction or control joints in slabs on grade as indicated in the drawings. 6. Construction a. Use chairs or other support devices recommended by the CRSI to support bar and tie reinforcement the opening. Where a 48 bar diameter extension is not possible, extend bars as far beyond the o as possible and terminate the bars with a 90 degree standard ACI hook. P g P () g e. Horizontal wall reinforcing shall be continuous through joining mason walls. Horizontal wall g g t g ry 1. All open web steel joist and girders shall be fabricated and erected in accordance with the latest edition 1. Materials: �, W �, g 1 �I 3. Wind Load bars prior to placing concrete. reinforcing shall be placed inside the column vertical reinforcing. of Steel Joist Institute (SJI), Standard Specifications and Code of Standard Practice". a. Wood Structural Panel Sheathing. z = - W g m W„ Fu N I a. Basic Wind Speed 3 Second Gust 90 mph p ( ) p b. Contractor shall coordinate placement of all openings, curbs, dowels sleeves conduits bolts P f. Horizontal reinforcing shall terminate with a standard hook at edge of openings and ends of walls 2. Joists or girders with slopes greater than 1 /2 inch per foot shall be designed to meet or exceed the load capacities, listed in the SJI load tables, of the joist or girder sizes indicated on the framing as if the i. Wood structural panels shall conform to the requirements for its type in USDOC PS1 or WJ z I- _ Z e �; �I Wind b. Wid Importance acor Ft 1.00 inserts and other embedded items prior to conre em cte placement. c. All embeds and dowels shall be securely tied to formwork or to adjacent reinforcing to the without corner bars. See detail 13/S501. Horizontal wall reinforcing shall terminate with a standard 180 de ree hook at each side of control g g g plan, joists or girders were installed level. USDOC PS2. The panels must be identified by the trademarks of the approving testing and inspection ES �6 o � w I' �I) c. Wind Exposure C d. Internal Pressure Coefficient 0.18 prior placement of concrete. p joints except at floor and roof levels, lintels, beams and at top of parapets. See detail 12/S501. 3. Provide s ecial bearin ends to accommodate slo es from slo ed joists, slo ed irders or slo ed P 9 p P 1 P 9 p P agency. ii. Oriented Strand Board (OSB) is not acceptable ti = ., r - m = .� z '� I 111 ± d. No pipes, ducts, sleeves, etc. shall be placed in structural concrete unless specifically detailed or h. All masonry column ties shall terminate with 135 hooks plus a 6 bar diameter extension (4" minimum). ) bearing conditions. 4. Modifications to any joist or girder, including holes through the top and bottom chords, without the iii. Wood sheathing shall be APA rated sheathing Exposure 1 unless noted otherwise g g P = z 3 w �' = = ° o llj 4. Earth uake Di n Data q g approved by the structural engineer. Penetrations through walls when approved shall be built into 5. Masonry Strength Verification: written consent and direction from the manufacturer is not allowed. iv. Wood sheathing shall have the following minimum properties, unless noted otherwise: 9 9 P P � 1 I ° " W y 'i i ll i a. Seismic Use Group I (I =1.00) the wall prior to concrete placement. Penetrations will not be allowed in footings or grade beams unless detailed. Piping shall be routed around these elements and footings stepped to avoid piping. a. Mason strength, f m shall be verified using the "Unit Strength Method per IBC Section Masonry g g g p 5. Design Loads, unless noted otherwise Roof 1 /2 ", 15/32" thick 32/16 span rating P 9 �� b. Mapped Spectral Response Coefficients i. Short Period Acceleration Ss = 0.511 R e. Reinforcing Bars shall not be welded. Do not substitute reinforcing bars for DBAs or HSAs. 2105.3.2.2.1 and as described below: i. Prior to construction a letter of stren th certification from the su Hers of the mason units and g ry a. Wind loads W shown are calculated using ASCE 7 -02. ( ) g b. Seismic Loads (E and Em) shown are calculated using the IBC 2003 (Strength Level) Floors 3/4 , 23/32' thick 48124 span rating Walls 1/2 , 15/32 , 7/16 thick 2410 s pan ratin P g I ii. 1- Second Acceleration S� = 0.166 7. Detang: ili a. Lap lengths shall be as follows: g rout shall be submitted. c. Gravity Loads (D, L, S, etc) shown are Allowable Stress (Working Stress) levels 2. All structural lumber in contact with concrete or masonry that is indirect contact with soil (wood bearing I c. Spectral Response Coefficients i. #3 = 15" #6 = 30 ii. Di construction, the rout and mortar shall be tested for eve 5,000 s quare feet of Du g every q d. All loads shown are at the levels to be directly used by all of the Load Combinations shown in the on slabs on grade, wood bearing on foundation /stem walls) shall be treated for termites and decay. �' iii. Short Period Acceleration SIDS = 0.710 #4 - 20" #7 - 35" masonry constructed. IBC 2003 Section 1605, Formula 16 - through Formula 16 -20, WITHOUT further adjustment. 1 Wood ledger plates for support ort of floors stems are not required to be treated. 9 P Y q (, iv. 1 Second Acceleration SD1 = 0.355 „ #5 = 25' #8 = 40 b. The contractor has the option of using the "Mason Prism Test Method" per IBC Section 2105.2.2.2 P g "Masonry P e. Allowable stress increases are permitted as allowed by the referenced standard being used for d. Site Class Soil Profile ( ) D e. Basic Seismic Force Resisting System Special Reinforced Masonry Shear Walls b. Atj oints provide reinforcing dowels to match the member reinforcing, unless noted otherwise. in lieu of the "Unit Strength Method." design. 6. The deflection of all open web joists and girders shall be limited to L/240 for total load and 0360 for live SPECIAL INSPECTION 1 II I ; i. Response Modification Coefficient R - 5 R P - c. At all discontinuous control or construction slab on grade joints, provide 2 - #4 x 4$ inches. load, unless noted otherwise. ii. System Over- Strength Factor - 2.5 d. Provide corner bars at intersecting wall corners using the same bar size and spacing as the Special inspection, as required by section 1704 of the IBC, shall be provided by an independent agency iii. Deflection Amplification Factor Co = 3.5 horizontal wall reinforcing. MASONRY VENEER METAL DECKING employed by the owner unless waived by the building official. The contractor shall coordinate and cooperate I f. Design Base Shear V= 0.095 W (Ultimate) e. All vertical reinforcing hall be doweled to footing, or to the structure below with the same size and g g' inspections. with the required ins ecti All testing and inspection reports be to the engineer for review. q p g p on re p s s e sent e en g V = 0.068 W (ASD) spacing as the vertical reinforcing for the element above. Dowels extending into footings shall 1. Masonry veneer shall be attached to steel stud and wood stud walls with Dur -O -WaI D/A 213 seismic g. Analysis Procedure Equivalent Lateral Force terminate with a 90 degree standard hook and shall extend to within 4" of the bottom of the footing. veneer anchors or Hohmann &Barnard DW -10 or DW -10HS seismic veneer anchors (or equal) spaced 1. Steel deck shall comply with the latest requirements of the Steel Deck Institute. Items requiring special inspection are: h. Building Seismic Design Category D f. Horizontal wall reinforcing shall be continuous through construction tion and control joints. t 16 „ o.c. Veneer anchors shall be attached to studs with #10 corrosion resistant self - drilling screws. 2. All deck shall be 3 -span continuous minimum. In areas where 3 -span conditions are not possible, the 1. Special Inspection of concrete placement is required (IBC Section 1704.4) Attach the veneer to the anchor , with Dur -O -WaI Seismic Steel Pintles or Hohmann & Barnard 3/16" 0 contractor shall provide heavier gauge deck as required to provide the equivalent loading of the deck 2. Special Inspection of bolts installed in concrete is required (IBC Section 1704.4) EPDXY Byna -Tie with Seismiclips (or equal) spaced at a maximum of 16" o.c. in both directions. Anchor ties under a three span condition. 3. Special Inspection of concrete reinforcing steel placement is required (IBC Section 1704.4) FOUNDATION shall engage to a galvanized No. 9 gauge horizontal joint reinforcement wire in the veneer, which shall 3. Steel roof deck shall not be used to support loads from plumbing, HVAC ducts, light fixtures, 4. Special Inspection of structural welding, including steel deck is required (IBC 1704.3) "HIT "Anchor be continuous and shall be placed at 16" o.c. maximum at the center of the veneer. architectural elements or equipment of any kind, unless specifically noted. 5. Special Inspection of structural masonry is required and shall have Level 1 special inspection per IBC 1. Soils Investigation Report: Schiess &Associates consulting engineers. 1. Epoxy shall be RE 500" by Hilti Corporation, -It' by Adhesive Technology Corporation, "Epcon "Power 2. Masonry Veneer shall be attached to concrete walls with 22 gauge galvanized dovetail slots installed 4. All deck supporting members shall be dry before welding. section 1704.5.2 � Report # 05024, dated March 9, 2005. Injection System' by RamsetlRedhead, -Fast by Powers Rawl, or approved equal. vertically in concrete at 16 o.c. Attach the veneer to dovetail slots with Dur -O -WaI 16 gage seismic 5. Crimp seams before button punching or welding interlocking seams. 6. Special Inspection of epoxy anchors is required (IBC Section 1704.13) �;; O 2. Soil bearing pressure: 1,000 psf on undisturbed natural soils, or on structural fill extending to 2. All drilled holes shall be 1/8 inch larger than the bar or anchor bolt being installed. dovetail anchor ties or Hohmann & Barnard 3/16"O Byna -Tie with Seismiclips (or equal) spaced at a 6. All welds performed on the steel deck are to be painted. 7. Special Inspection of structural compacted fill placement is required. -&-.-- CU C/7 � undisturbed natural soils. 3. After drilling the proper size hole, clean the walls and bottom of the hole of all dust and debris using a maximum of 16" o.c. in both vertical and horizontal directions. Anchor ties shall engage to a galvanized Q t/� o 3. Frost Protection: 36 inches minimum. nylon brush in conjunction with oil free compressed air. The hole shall be free of dust, debris and No. 9 gauge horizontal joint reinforcement wire in the veneer, which shall be continuous and shall be Steel Roof Deck M = t„ 4. Clear excavations of debris and loose soil prior to placing footings. All footings shall bear on standing water. placed at 16" o.c. maximum at the center of the veneer. Dovetail slots and anchor ties shall be a. Steel roof deck shall be 1.1/2' deep X 22 Gauge minimum painted, e "B wide rib deck with P g P STRUCTURAL SITE OBSERVATIONS aD w undisturbed natural sub rade or en sneered corn acted fill as noted in these drawin s. 9 g P g 4. Follow all manufacturers' recommendations for epoxy installation. galvanized. interlocking side seams with the following properties: � o �, va Masonry masonry type reinforcement 3. Mason veneer shall be attached to reinforced mason walls with tri -rod laddur 22 Gauge 20 Gau ae A representative of Dunn Associates Inc. will make up to three (3) structural site observations during � c� EARTHWORK „ spaced at a maximum of 16 o.c. vertically consisting of 3-#9 gauge, galvanized, corrugated, wires. Minimum S (i0ft) 0.198 0.248 Minimum I a /ft)= 0.175 0.216 construction. The contractor shall notify Dunn Associates Inc. for a possible structural site observation CZ 3: � c Veneer may also be attached with Dur -O -WaI D/A 3605 Seismic Ladur -Eye spaced a 16" o.c. maximum (in associated with the following construction activities. 1. Clearing: Remove all existing structures and associated foundations, slabs, fencing, asphalt, in both vertical and horizontal directions. Anchor ties shall engage to a galvanized No. 9 gauge m b. Minimum allowable deck diaphragm P hra shear values shall be 700 lb/ft. for a 6' -0 an " deck s for Concrete concrete, and incidental structures as necessary for project completion. The building area shall be I horizontal joint reinforcement wire in the veneer, which shall be continuous and shall be placed at 16" wind /seismic loads. stripped of all vegetation, topsoil and debris. Following stripping, all fill soils and any remaining o.c. maximum at the center of the veneer. Anchors shall extend to the galvanized ladur type (2 - #9 c. p Weld steel roof deck to supporting framing members with 3/4" diameter welds at the a. At least one day prior to the first footing pour loose natural soils shall be excavated to expose competent natural soils. P p wires) joint reinforcing in the masonry wall spaced at 16" o.c. maximum. joints in slab on grade are corn b. When control complete 1 9 P 2. The contractor is to follow the recommendations of the soils engineer. 4. Other methods of attachment may be used after written acceptance by the architect and structural following spacings (Closer spacings may be used to develop minimum shear requirements.): 3. Proof roll the entire building d area with normal compaction equipment to check for the presence g p P p engineer. i. 6" o.c. to all supports perpendicular to deck corrugations (7 welds p. per 36" sheet) Masonry Y of unsuitable fills, soft spots, or other undesirable materials or conditions. Remove sub -grade 5. Steel Lintels: Provide steel angle lintels at all openings through the masonry veneer. Provide one inch ii. 6" o.c. to all supports parallel to deck corrugations. a. At least one day prior to the first routin operation but after reinforcing steel has been tied in lace Y P grouting P g p materials that are unsuitable and replace with compacted structural fill or 2,000 psi lean concrete. of bearing for each foot of width of opening, with a minimum bearing of six inches. Seethe Steel Angle d. Interlockin g side seams between ad acent pieces of deckin g may be attached with either of these 4. Compacted structural fill: All fill material shall be a well - graded granular material with a maximum Lintel Schedule for size. four options: Steel size less than 3 inches and with not more than 15 percent passing a No. 200 sieve. It shall be i. Verco Sidelap Connections (VSC) at 12" o.c. minimum using the Verco Punchlok System. a. When columns are set and plumb compacted to at least 95 percent of the maximum laboratory density as determined by ASTM D ii. ASC DeltaGrip side seam connection at 12" o.c. minimum. b. When beam connections are complete GENERAL 1557 for fill beneath footings and 95 percent for fill beneath floor slabs. All fill shall be tested. iii. 1 1/2" long top seam welds 12" o.c. minimum. Closer spacing may be used to develop c. When the connections for the lateral force resisting system (moment and brace frames) are STRUCTURAL NOTES Compacted structural fill shall be placed in lifts not exceeding 8 inches in uncompacted thickness. minimum shear requirements. complete 5. Floor slabs thicknesses shall be required by the plans and underlain by a granular layer at least 4 iv. No. 10 x' /d' long (min.) screw at 12" o.c. minimum. d. When the roof deck is tech ting structure but before insulation or roofing is inches thick. The granular layer shall have a maximum size less than 1 inch with not more than 5 e. Provide a 2-inch minimum bearing and a 4 -inch lap at the splice points. applied �,��` d (�` ..�,. Drawn by: Kevin S. Churilla Des'gned by: Jonathan Frazier percent passing a #200 sieve and shall be compacted to at least 90 percent of the maximum f. The Contractor may submit, for review and approval, the manufacturer's ICBO report of an alternate laboratory density as determined by ASTM D 1557. method of deck attachment. The alternate method shall provide minimum deck diaphragm shear Checked by: Wrr Chris Barker values equal to or greater than those noted above. The alternate method shall be approved by then '' Job engineer of record prior to the substitution. ", �, OF 0 REVISED PERMIT SET � 1 7.2 x2 Date: 729.b5 0 ". FEB 15 2006 S 1 Q 1 LEGEND OF MARKS AND ABBREVIATIONS AB ANCHOR BOLT(S) MAX ABV ABOVE MCJ ALT ALTERNATE MC -x APPROX APPROXIMATE MECH ARCH ARCHITECT(URAL) MFR CONC CONCRETE MIN BLDG BUILDING MISC BLW BELOW ML -x BM BEAM MC -x BOT BOTTOM MW -x BRG BEARING DEFORMED BAR ANCHOR BTWN BETWEEN NIC DOUBLE DET NTS CC. CENTER TO CENTER CC -x CONCRETE COLUMN MARK CFW -x CONC FOUNDATION WALL C.J. CONST OR CONTROL JOINT CL -x CONCRETE LINTEL MARK CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CRW -1 CONCRETE RETAINING WALL CTR CENTER CW -x CONCRETE WALL MARK DB DECK BEARING DBA DEFORMED BAR ANCHOR DBE DECK BEARING ELEVATION DBL DOUBLE DET DETAIL DIA DIAMETER DIM DIMENSION DN DOWN DWG DRAWING DWL DOWEL EA EACH E. F. EACH FACE E.J. EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EQUIP EQUIPMENT EQ EQUAL E.W. EACH WAY EXIST EXISTING EXP EXPANSION EXT EXTERIOR FC -x FOOTING CONTINUOUS MARK F.D. FLOOR DRAIN FDN FOUNDATION F. F. FINISH FLOOR FIN FINISH FLOOR FL FLOOR FR -x RECTANGULAR FOOTING MARK FS -x SQUARE FOOTING MARK FT FOOT FTG FOOTING FTS -x THICKENED SLAB FOOTING GA GAUGE GALV GALVANIZED GR GRADE GSN GENERALSTRUCTURALNOTES HB HORIZONTAL BRIDGING HORIZ HORIZONTAL HSA HEADED STUD ANCHOR HT HEIGHT ICBO INTERNATIONAL CONFERENCE KLF OF BUILDING OFFICIALS IBC INTERNATIONAL BUILDING CODE 1. F. INTERIOR FACE IN. INCH INSUL INSULATION INT INTERIOR JT JOINT JST JOIST K KIP(S)= 1000 POUNDS KLF KIPS PER LINEAL FOOT KSF KIPS PER SQUARE FOOT LBS POUNDS LF LINEAL FOOT MAS MASONRY MAXIMUM MASONRY CONTROL JOINT MASONRY COLUMN MARK MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY LINTEL MARK MASONRY COLUMN MARK MASONRY WALL MARK NOT IN CONTRACT NOT TO SCALE 0 C ON CENTER O.F. OUTSIDE FACE OPNG OPENING OPP OPPOSITE PCF POUNDS PER CUBIC FOOT PL PLATE PLF POUNDS PER LINEAL FOOT PNL PANEL PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT REINF REINFORCING REQ'D REQUIRED R. D. ROOF DRAIN SAD SEE A R C H I T E C T R A L DRAWINGS 4) Other reinforcing steel. — X — PERIODICALLY NOT REQUIRED Soils investigation and placement — x — SBP -x STEEL BASE PLATE MARK v� 3 Q 5 NO SCALE ca XXX � w - C Q REF: 2003 I 1 S C W SEISMIC CRITICAL WELD 6. Inspection of steel frame joint details for CIO " J THESE REQUIREMENTS APPLY ONLY TO THE STRUCTURE — AND NOT TO ITEMS THAT ARE NOT SHOWN IN THESE DRAWINGS. 1704.3.2 S C -x STEEL COLUMN MARK with approved SCP -x STEEL CAP PLATE MARK compliance construction documents: S T SHEET a. Details such as bracing and st g g — — X LEVEL 2 QUALITY ASSURANCE FOR MASONRY S I l SPECIAL INSPECT 10 N — — Sim SIMILAR b. Member locations. — X S 0 G SLAB ON GRADE c. Application of joint details at each — MINIMUM TESTS AND SUBMITTALS S Q STAG SQUARE STAGGERED connection. Certificates for materials used in masonry construction indicating compliance with the Contract Documents. STD STANDARD REF: 2003 BC TAKE 1704.3 STIFF STL STIFFENER STEEL REQUIRED FIELD TESTING AT MASONRY CONSTRUCTION STR STRUCTURAL T & B TO P AND BOTTOM Verification of f prior to construction, except where specifically exempted by the General Structural Notes TEMP TEMPERATURE THDS THREADS T.O. TOP OF REF: ACI 530.1 -49, S -12, TABLE 4 TOC TOP OF CONCRETE T 0 D TOF TOP 0 F DECK TOP OF FOOTING SPECIAL INSPECTION OF STEEL CONSTRUCTION SPECIAL INSPECTION AND QUALITY ASSURANCE OF MASONRY q T O S TOP OF S T E E L 1 NO SCALE NO SCALE TOW TOP OF WALL TYP TYPICAL XXX LINO UNLESS NOTED OTHERWISE VERT VERTICAL W/ WITH WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH 4 SPECIAL INSPECTION OF MISCELLANEOUS ITEMS NO SCALE XXX DEFERRED SUBMITTALS STEEL JOIST DESIGN BY STEEL JOIST MANUFACTURER ACCORDING TO SPECIFICATIONS GIVEN IN STRUCTURAL AND ARCHITECTURAL DRAWINGS EXTERIOR FINISH SYSTEM BY MANUFACTURER ACCORDING TO SPECIFICATIONS GIVEN IN STRUCTURAL AND ARCHITECTURAL DRAWINGS N Xv c � w W ca E3 co 0 E co z N z 0 U o U � w� N z2 W � z. W� wa NOTE: SPECIAL INSPECTION OF MISCELLANEOUS ITEMS VERIFICATION AND SPECIAL INSPECTION FREQUENCY OF INSPECTION IBC REFERENCE CONTINUOUS PERIODICALLY NOT REQUIRED Soils investigation and placement — x — Section 1802 v� 3 Q 5 NO SCALE ca 4 SPECIAL INSPECTION OF MISCELLANEOUS ITEMS NO SCALE XXX DEFERRED SUBMITTALS STEEL JOIST DESIGN BY STEEL JOIST MANUFACTURER ACCORDING TO SPECIFICATIONS GIVEN IN STRUCTURAL AND ARCHITECTURAL DRAWINGS EXTERIOR FINISH SYSTEM BY MANUFACTURER ACCORDING TO SPECIFICATIONS GIVEN IN STRUCTURAL AND ARCHITECTURAL DRAWINGS N Xv c � w W ca E3 co 0 E co z N z 0 U o U � w� N z2 W � z. W� wa NOTE: THE SPECIAL INSPECTOR SHALL PROVIDE A LETTER OF CERTIFICATION TO THE OWNER AND ENGINEER THAT THE STRUCTURAL PORTIONS OF THE BUILDING HAVE BEEN CONSTRUCTED PER PLANS. NAL Li SUBMITTAL SHALL INCLUDE SHOP DRAWINGS SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR AND SHALL BE AVAILABLE AT THE JOBSITE DURING CONSTRUCTION. p� r� Cn DEFERRED SUBMITTALS v� 3 Q 5 NO SCALE ca XXX � w - C Q N CM U CIO " J THESE REQUIREMENTS APPLY ONLY TO THE STRUCTURE AND NOT TO ITEMS THAT ARE NOT SHOWN IN THESE DRAWINGS. SPECIAL INSPECTION OF CONCRETE CONSTRUCTION XXX IN OF I �biD i REVISED PERMIT SET FEB 15 2006 SPECIAL INSPECTIONS Drawn by: Kevin S. Churilla Designed by: Jonathan Frazier Checked by: Wm Chris Barker Jab # 25142 Date: 7.29.05 S102 THE SPECIAL INSPECTOR SHALL PROVIDE A LETTER OF CERTIFICATION TO THE OWNER AND ENGINEER THAT THE STRUCTURAL PORTIONS OF THE BUILDING HAVE BEEN CONSTRUCTED PER PLANS. NAL Li OF I �biD i REVISED PERMIT SET FEB 15 2006 SPECIAL INSPECTIONS Drawn by: Kevin S. Churilla Designed by: Jonathan Frazier Checked by: Wm Chris Barker Jab # 25142 Date: 7.29.05 S102 I 7 I I I FS6.5 FS6.5 5O EXTERIOR CONCRETE, SEE ARCH. OR CIVIL. 2'� 50 / 3 c c 50 - - ° FC2.5 510 - 50 - CW -1 BLS � - - J _ MW -1 ABV r - I - - - - - - - - - - - - - •. ,. I a I FS4.0 FS4.0 L -L -J 'SLOPE FLOOR TO - 9T -0' FS7.0 t FS7.0 FLOOR DRAIN, SEE i - ARCH. FOR LOCATION. 97'-0" I F I I i L i ' I i v i v ci v C - 3 y U U U v 1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR g � ..... ! ................ f ....... .... . I I ' I � � - 7 r i i i r- - -T - I� � � r- - -+ - -� - - + - - FS8.5 FS9.D � i ' FS9.0 ; I I � -- - -- -- - -- - -- - -- -- -- I - - P -- -- V �`ti r3 I C.J.: -. -- -- - -�- i- �` 4" CONCRETE SLAB ON GRADE REINF. W/ 3 I I #4 BARS AT 18 "cc, E.W. OR 6641.441.4 WWF OVER 2" SAND OVER 10MIL POLY OVER 7 L 4 FREE DRAINING GRAVEL ON PREPARED 7 ! S50 ma c' I I SUBGRADE. T.O.S.= 100' - S50 m I L-E� / I 5 � 50 �J 1 I 50 ( FS8 -5 r r i L - -- I I I L J TYPO AT r. - - -j - - - - � -1 r PILASTER ( ( FS9.0 FS9.0 1 99' -4" C.J. 7 . + I I € I i a I 97 O J L c I al C.J. I _ ¢'I I -- - -- -- - -- --�- - -- - -� -- �- -- , - -- -- - - -- -J -- - I 1 C.J. 4 Fs8.5 C , L -� -- t C.J. - -- -- -- L I -- -- - -- - -I {- -- 14 -- -- -- -� - � I • I � � � I ---- /� - �- - - - - -� 1, J 7 I i FS9.0 i FS9.0 E C.J. 99' -4" - r ! '. F58.0 ' I �I 97 -0 A A 501 1 " C.J. 7 RECESS FLOOR FOR PVC FLOORING. SEE ( I S50 ARCH. FOR EXTENT AND DEPRESSION. -' - -- -- -- -`,ms's a . • 1 e x` . S501 FC3.0 TYP CW -1 BLW 1 97' - MW -1 ABJ�) L FS7.0 4 I I 5G - FS5.5 50 8 FS8 -5 g7' -0" 50 L - - - - - - -J 97' -0° TYP AT g7' -0 FS11.5 PILASTER 50 / 9T -0" � � ( 11 kX:., 50 J FS5.5 � FOOTING AND FOUNDATION PLAN SCALE: 1/8" =1' -0" NAL O i"2 0\0110 REVISED PERMIT SET FEB 15 2006 d FOOTING AND FOUNDATION PLAN NOTES: C.2 cry 1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR g � Cfn DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE ARCHITECTURAL DRAWINGS AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE _ a LL _ N WORK AT DOORS, SIDEWALKS, ETC. y M w 3. CENTER ALL SPOT FOOTINGS UNDER COLUMNS AS SHOWN ON PLAN, � TYPICAL UNO. z w 4. S ARCHITECTURAL RAWIN F R DIMENSIONS T A T EE DRAWINGS 0 D LL S EEL COLUMNS a.. wa cc 5. SEE DETAILS (1/S501) AND (2/S501) FOR BURIED PIPES RUNNING CTS PARALLEL AND PERPENDICULAR TO FOOTINGS. 6. SEE DETAIL (7/5501) AND (8/5501) FOR TYPICAL CONSTRUCTION AND CONTROL JOINTS IN FLOOR SLABS. 7. FOR LOCATIONS WHERE CONTROL JOINTS ARE DISCONTINUOUS SEE DETAIL (9/S501). 8. SEE DETAIL (10/5501) FOR REINFORCING AROUND MISCELLANEOUS OPENINGS IN MASONRY WALLS. 9. SEE DETAIL (11/S501) FOR REINFORCING AROUND RECESSES IN MASONRY WALLS. 10. SEE DETAIL (12/5501) FOR MASONRY CONTROL JOINTS. 11. SEE DETAILS (13/S501) FOR TERMINATION OF HORIZONTAL WALL REINFORCING AT ENDS OF WALLS. 12. SEE DETAIL (3/S501) FOR FILL BENEATH FOOTINGS. MW -x INDICATES MASONRY WALL. SEE SCHEDULE ON SHEET SCALE: 1/8" =1' -0" NAL O i"2 0\0110 REVISED PERMIT SET FEB 15 2006 d MARKS & SYMBOLS LEGEND C.2 cry SECTION MARK g � Cfn SHEET NUMBER FOOTING DESIGNATION _ a LL _ N TOP OF FOOTING ELEVATION y M w DEPRESS FOUNDATION WALL OR CONCRETE PANEL AND � POUR SLAB OVER. SEE DETAILS (3/S502) AND (3A /S502). z w O INDICATES CONCRETE WALL, SEE SCHEDULE. a.. wa cc ® INDICATES MASONRY WALL. SEE SCHEDULE. CTS INDICATES BRICK VENEER, SEE ARCH. O INDICATES STEEL COLUMN. SEE SCHEDULE ON SHEET (S301) INDICATES DEPRESSED SLAB - SEE ARCHITECTURAL PLANS, INDICATES SLAB DEPRESSION. SEE DETAIL (8/S501). SC -x INDICATES STEEL COLUMN. SEE SCHEDULE ON SHEET (S301). FC -x INDICATES CONTINUOUS FOOTING. SEE SCHEDULE ON SHEET (5301). FS -x INDICATES SPOT FOOTING. SEE SCHEDULE ON SHEET (S301). TOF= INDICATES TOP OF FOOTING ELEVATION. CW -x INDICATES CONCRETE WALL TYPE. SEE SCHEDULE ON SHEET (5301). C.J. INDICATES CONTROL /CONSTRUCTION JOINT. SEE DETAIL (7/S501) AND (8/S501). MW -x INDICATES MASONRY WALL. SEE SCHEDULE ON SHEET (S301). MC -x INDICATES MASONRY COLUMN. SEE SCHEDULE ON SHEET (5301). MCJ INDICATES MASONRY CONTROL JOINT. VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS. SCALE: 1/8" =1' -0" NAL O i"2 0\0110 REVISED PERMIT SET FEB 15 2006 (3.) d C.2 cry w g � Cfn a 2 _ a LL _ N ° y M w CA � � z w cm =2 o G C-) a.. wa (3.) C) cry Cfn CI3 co co l ° W � � M c N cc CTS FOOTING AND FOUNDATION RM Drawn by: Kevin S. Churib Designed by, Jonathan FraAer Checked by: Wm Chris Barker Job # 25142 Date: 7.29.05 S201 4 VESTIBULE FRAMING PLAN 6005162 -43 FLOOR JOISTS AT 16 "cc. W/ 3/4" FLOOR SHEATHING. FASTEN TO JOISTS W/ #12 TEK SCREWS AT 6 "cc. AT EDGES AND 12 ° cc, INFIELD. SCALE: 1/8"=I' 4 i 6005162 -33 ROOF JOISTS AT 16 "cc. X 1° \ W/ 112" ROOF SHEATHING. FASTEN \\ TO JOISTS W/ #12 TEK SCREWS AND TO BEAMS W/ 0.145" P.D.F. AT 6 "cc. \ AT EDGES AND 12 "cc. IN FIELD. 1° E 1 J , TOWER FRAMING PLAN SCALE: 1/8 " =1' -0" Q SEE T5443/1 ( 6 T SEE (2/5702). . l� �6 e mL WE& SCALE: 1/8n =1' -0" TS4x2x3/16 T x x3 16 S5 Z / DIAGONAL. ATYPICAL T S AWNING FRAME TS5x2x3 /16 DIAGONAL. SCALE: 1/8 " =1' -O" 1 15 703 i i a- N Q r PRE -FAB STEEL STUD TRUSSES AT 24 "cc. NI s i JACK TRUSSES AT 24 "cc. j T - -- - - -- -- (2) 6" 18go. STUDS BACK TO BACK, TYP. �• i ° 1P� O P0 5/8" ROOF SHEATHING ATTACHED TO ROOF STRUCTURE W/ #12 TEK SCREWS AT 6 "cc. N AT EDGES AND 12 "cc. IN FIELD. X 7L � 6 i 70 � 14 *S7 S701 D.B. = 119' -5 1/2" �� -- 6 (AK S50 TYP. 0\,S701 AT 'D i 5 — 1 ML -11 rf AT GRID '2' o o D.B.= 118' - 81/2" O.B.= 12 -2 1/2" a I I r a AT GRID 4 r I I I I r� c 5701 c� c� ul N i I N p. i I ! I r� II I II I I � Ii 6 5701 �1 I r, I r I 7 I I ' 570 4 P ^� I I I r i 8 I TYP. S70 I I TS N Q m is N X x � � f;1 I I A / TS TS jr I r c z o o -- t � : �— TS RTU f m mm t1 m Q _ = r IN CD m N Of ! = o z a oo k. 1 CD C� D k7 S N N � D- � f N TS 1Z I L3x3x 1 /4 AT EACH L� 570 I I I I rl WINDOW COLUMN, TYP. a P f? I 4 MIN. 2 PER m -� / O Qm r WINDOW BEAM TYP. L3x3x1 t I I � � r✓r x X I I I 70 I I 6 TS d I I I I I I t TS S7D C RTU I m Q m Cl X x I I 8 I 5701 9 ri o �1 1 i L � I I N AA I s yr Y I 20K 330 210 W 2 1 2" BRG. ENDS I O AND ( 2 ROWS H.B. ,' U TS I I I I ` I 18K 330 210 W 2 1 2 BRG ENDS ' . W10xl2 ABU) � �ti 10x12 �81_W) AND 2 ROWS H.B. �� TS SEE _(A /S202) FOR VESTIBULE 16K (330/210) W/2 1/2" BRG. ENDS 01 FRAMING PLAN, (B/5202) FOR AND 2 ROWS H.B. TOWER FRAMING PLAN AND ( C/5202) FOR PARAPET FRAMING 8 PLAN. TYP. 70 ° � I 1 I � ° W16x31 (ABV) �G o W16x31 (ABV) S W18x50 (ABV) W16x26 (BL4 W16x26 BLW W16x26 (BLW) -- ��rT�r' L3x3x1/4 MIN. (2) PER S 70 WINDOW BEAM, TYP. L3x3x1 /4 DIAGONAL BRACE AT A� ° EACH WINDOW COLUMN, TYP. L _ _. _ _ -_ . ____ W10x12 (ABV) 12 TS AWNING FRAME, SEE 5 W10x12 (BLW) 5701 (D/5202) FOR TYP. FRAMING. 70 SGALL: 1/6 =1 -U 14 42' -0" 70 MARKS & SYMBOLS LEGEND SECTION MARK SHEET NUMBER FRAMING PLAN INDICATES 1 1/2" 22go. METAL ROOF DECK. SEE 2 1, GENERAL STRUCTURAL NOTES " 01 INDICATES ROOF SHEATHING ORIENTATION. SEE SCHEDULE AND GENERAL STRUCTURAL NOTES. 77TlTi INDICATES MASONRY WALL. SEE SCHEDULE INDICATES BRICK VENEER, SEE ARCH. O INDICATES STEEL COLUMN. SEE SCHEDULE ON w SHEET (S301) - - - -- INDICATES HORIZONTAL BRIDGING. w� INDICATES HORIZONTAL BRIDGING REQUIRED N FOR UPLIFT, SEE STEEL JOIST SUPPLIER via FOR REQUIREMENTS MC -x INDICATES MASONRY COLUMN. SEE SCHEDULE S202 ON (5301). ML -x INDICATES MASONRY LINTEL. SEE SCHEDULE ON (5301). MW -x INDICATES MASONRY WALL, SEE SCHEDULE ON (S301). SC -x INDICATES STEEL COLUMN. SEE SCHEDULE ON (S301) MCJ INDICATES MASONRY CONTROL JOINT. VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS. SNOW DRIFT LOADING DIAGRAM DD = 1 MAX = 43 psf MAX. psf L =16.75 ft DD -22 MAX =26.5 psf 'p L =10.5 ft DRIFT D_3 MAX =11.25 psf L -4.5 ft L DD4 MAX =70.25 psf L =13.75 ft DDS MAX =57.25 psf L =16.75 ft 6 2 A ;n ROOF C. FRAMING PLAN Z a W 2 1, " 01 �u Drawn by: Kevin S. Churilla C.3 C* (� w Z y w y Z 4 z p - w� z � N 0 Cm U via ROOF O FRAMING PLAN " 01 Drawn by: Kevin S. Churilla Designed by, Jonathan Frazier Q3 w 2)' o Date: 7.29.05 REVISED PERMIT SET N C1� FEB 15 2006 S202 ROOF FRAMING PLAN " 01 Drawn by: Kevin S. Churilla Designed by, Jonathan Frazier Checked by: Wm Chris Barker Job ¥ 25142 Date: 7.29.05 REVISED PERMIT SET FEB 15 2006 S202 I I i CONCRETE FOOTING SCHEDULE CONCRETE WALL SCHEDULE STEEL COLUMN SCHEDULE STEEL COLUMN BASE PLATE TYPES: MARK FC2.a REINFORCING CROSSWISE REINFORCING LENGTHWISE WIDTH LENGTH DEPTH NO SIZE LENGTH SPACING NO SIZE LENGTH 2' -0" CONT. 12" - - - - 3 #4 CONT. SPACING EQ. WALL REINFORCING THICKNESS WALL TYPE COMMENTS REMARKS VERTICAL HORIZONTAL TOP AND BOTTOM MARK CW -1 14" (2) #4 AT 16"m (2) #4 AT 12 "cc. (2) #4 D COLUMN MARK SIZE STEEL BASE PLATE STEEL CAP PLATE COMMENTS F c x SC -1 NSS7.54.25 3/4" r SBP -4`7 /4 (SCP -3) SC -2 TS8x8x1 /4 1" (SBP -1) 3/4" (SCP -1) USE "0 A.B. W/ 'ed' =2" 'ed' 'ed' ed' bc' ed' ed' ed' co' co' co ed' ed' - ° (� Oo Qo • F_5 2' -6" CONT. 12" - # 2' -0" 14" 3 #5 CONT. EQ. SC -3 TS5x5xl /4 1" (SBP -2) 3/4" (SCP -2) o FC10 3' -0" CONT. 12" - #5 1 2' -6 14" 3 1 #5 CONT. EQ. SC -4 TS5x5xl /4 1 (SBP -2) 3/4" (SCP -1) FC3.5 3' -6" CONT. 12" - # 3' -0" 14" 3 #5 CONT. EQ. SC -5 TS6x6xl /4 1" (SBP -2) 3/4" (SCP -1) -� FS4.0 4' -O" 4'4" 12" 4 #5 3' -6" EQ. 4 #5 3' -5" EQ- SC -6 TS8x8x1 /4 1" (SBP -2) 3/4" (SCP -2) Q o �0 0 oQ o Qo 0 FS5.0 5' -0" 5' -0" 12" 5 #5 4' -6" EQ. 5 #5 4' -6" EQ. CONCRETE WALL NOTES: SC -7 TS6x6x1 /4 3/4" (SBP -3) 112" CAP PLATE SEE DETAIL (2/5202) FS5.5 5-6" 5-6" 12" 5 #5 5' -0" EQ. 5 1 #5 5' -0" EQ. 1. SEE GENERAL STRUCTURAL NOTES FOR REQUIREMENTS NOT NOTED IN SCHEDULE. SC -8 TS440/8 3/4" (SBP -2) 1/2" CAP PLATE SEE DETAIL (2/S202) ed' 'bc' ed' FS6.0 5' -0" 6' -0" 12" 6 #5 5' -6" EQ. 6 #5 5' -6" EQ. SC -9 TS6x6xl /4 3/4" (SBP -2) 3/4" (SCP -2) USE A325N BOLTS BASE PL SUP-1 BASE PL SBP -2 BASE PL SUP-3 BASE PL SUP-4 FS6.5 6' -6" C -6" 13" 6 #5 6' -a" E0. 6 #5 6' -0" EQ- FS7.0 7' -0" 7' -0" 13" 7 #5 6' -6" EQ. 7 #5 6' -6" EQ. FS7.5 1 T 8 #5 7' EQ. 8 #S 7' EQ. 1. UNLESS NOTED OTHERWISE, ALL COLUMNS SHALL BE INSTALLED WITH (4) 3/4 "4 ANCHOR BOLTS WITH -6" 7' -6" 4" -0" -0" WALL REINFORCEMENT PLACEMENT TYPES: 3" MINIMUM HOOKS. PROJECT ANCHOR BOLTS 3" MINIMUM ABOVE THE TOP OF THE BASE PLATE. STEEL COLUMN CAP PLATE TYPES. FS8.0 8' -0" 8' -0" 15" 6 #6 7' - -6" EQ. 6 #6 7' -6" EQ. EMBEDMENT SHALL BE 9" MINIMUM. ALL BOLTS SHALL BE INSTALLED WITH HARDENED WASHERS BENEATH FS8.5 7 #6 EQ. 7 #6 EQ. THE NUT. ANY BOLT HOLES LARGER THAN THE BOLT DIAMETER PLUS 5/16" SHALL HAVE 5/16" PLATE vv W 8' -6" 8' -6 16" 8' -0" 8' -0" WASHERS INSTALLED BENEATH THE HARDENED WASHERS, 'bc' FS9.0 9' - 0" 9' - D" 17" 8 # 8' - 6 ° EQ. 8 #6 g' - EQ. HORIZONTAL 2. ALL CAP PLATE BOLTS SHALL BE 3/4 "0 A325N BOLTS, TYPICAL UNLESS NOTED OTHERWISE. ed' ed' W' ed' bc' ed' FS11.5 11' -6" 11' -6" 21 " 10 # 1� -0" EQ_ 0 #7 �1' -0" EQ. REINFORCING 3. ANCHOR BOLTS SHALL NOT BE WELDED (INCLUDING TACK WELDS). co' co' ed' 'bc' 'ed' co' co' P a 4. SEE GENERAL STRUCTURAL NOTES FOR ALL OTHER REQUIREMENTS. FS 12.0 12' -0" 12' -0" 22" 11 #7 11' -6" EQ. 11 #7 11` -6" EQ. BASE PL LEGEND: CAP PL LEGEND: o o co' cow o 00 VERTICAL CONCRETE 1. FOOTING NOTES: PLACE ALL FOOTING REINFORCING IN BOTTOM OF FOOTING WITH 3" CLEAR CONCRETE COVER, UNLESS NOTED OTHERWISE. REINFORCING a • • a 'co' = 1/2" MINIMUM 'co' = 1/2" MINIMUM ed' = 1 112" MINIMUM ed' = 1 112" MINIMUM bc' = 3" MINIMUM bc' = BEAM OR GIRDER GAGE Qo 0 - 2. TOP REINFORCING, WHERE SPECIFIED, SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2" MINIMUM CONCRETE COVER. W = BEAM OR GIRDER GAGE + 3" 3. IF FOOTINGS ARE EARTH FORMED, FOOTING WIDTH AND LENGTH SHALL BE BE 6" WIDER AND LONGER THAN SCHEDULED. TYPE "D" OR 4. SEE GENERAL STRUCTURAL NOTES FOR ALL OTHER REQUIREMENTS. BEAM OR GIRDER + 1" Oo 5. NOT ALL FOOTINGS ARE USED, SEE FOUNDATION PLAN FOR FOOTING MARKS. 0R 5. RUN CONTINUOUS BARS IN 'FC' FOOTING THROUGH INTERSECTED 'FS' FOOTINGS. COLUMN WIDTH 4- 1" CONCRETE FOOTING SCHEDULE CONCRETE WALL SCHEDULE STEEL COLUMN SCHEDULE WHICHEVER IS GREATER CAP PL SCE-1 CAP PL SCE-2 CAP PL SCE-3 1 2 NO SCALE 3 NO SCALE NO SC SCO_C2500 -SISOQ SCO_C -WALL SCD_S -ALL MASONRY WALL SCHEDULE MASONRY COLUMN SCHEDULE MASONRY LINTEL SCHEDULE STEEL ANGLE LINTEL SCHEDULE WALL SOLID REINFORCING THICKNESS MATERIALS SPECAL COLUMN REINFORCING INSPECTION COLUMN SIZE COMMENTS LINTEL LINTEL SPAN REINFORCING LINTEL DEPTH REMARKS CLEAR OPENING SIZE OF ANGLE a MARK GROUT VERTICAL HORIZONTAL TYPE JOINTS z MARK REQUIRED VERT WALL REINFORCING VERTICAL TIES MARK MAXIMUM HORIZONTAL STIRRUPS a MW -1 g" C.M.U. 2200psi NO (1) #5 AT 32 "cc. (1) #5 AT 48 "cc. A NONE YES _ N MC -1 8" x 16" (2) #5 NONE ML -1 8" 3' -4" (1) #7 BAR NONE UP TO 5' -a" 3 1/2 "x3 "xl /4" o fti.LiJ si NO (1) #5 AT 32 "cc. 5 -1" TO 7' -0" 3 1/2 "x3 1/2 "x1/4" MW -2 12" C.M.U. 2200 p (2) #5 AT 48 "cc. A NONE YES `� ' -- MC -2 8" x 16" (4) #5 #2 AT 8 "cc. ML -2 16" 6' -0" (1) #7 BAR CONT #4 AT 8'cc. MC -3 8" x 32" (8) # #2 AT 8 "cc. l� TOP & BOTTOM 7'-1" TO 9' -0' 5"x3 1/2 "x1/4" - -- MC -4 8" x 54" (14) # # AT 8 "cc. ML -3 32" - (1) #7 BAR CONT #4 AT 8 "cc. 9' -1" TO 10' -0" 5"x3 1/2 "x5/16" _ TOP & BOTTOM 10' -1" TO 11' -0" 5 "x3 1/2"x3/8" °C HORIZ WALL REINFORCING TYPE B MASONRY LINTEL NOTES: 11' -1" TO 12' -0" 6 %4 %3/8" DOUBLE MAT REINFORCING L LINTEL WIDTH AND MATERIAL TYPE SHALL BE THE SAME AS THE WALL IN WHICH THE LINTEL IS 2' -i" AND OVER REQUIRES SPECIAL ANALYSIS SCHEMATIC MASONRY WALL DIAGRAM CONSTRUCTED. 2. GROUT MASONRY LINTELS MONOLITHICALLY WITH THE SUPPORT WALL OR COLUMN AT EACH END. MASONRY WALL NOTES: 3. MASONRY LINTELS ML -1 THRU ML -2 SHALL BE USED OVER OPENINGS IN MASONRY WALLS 1, 2. COORDINATE WITH ARCHITECTURAL DRAWINGS, MASONRY WALL FINISHES, TYPES OF MATERIAL, COURSING, DO NOT SOLID GROUT WALLS UNLESS NOTED OTHERWISE. ETC. MASONRY COLUMN NOTES: VERT WALL REINFORCING 1. THE CENTERLINE OF VERTICAL BARS SHALL BE LOCATED 2 1/2" FROM THE FACE OF THE MASONRY. WHEN A SPECIFIC MASONRY LINTEL IS NOT OTHERWISE SPECIFIED, WHEN A LINTEL IS SPECIFIED ON THE PLANS, THE MAXIMUM SPAN AS NOTED IN THIS SCHEDULE SHALL NOT APPLY, CONSULT THE STRUCTURAL ENGINEER FOR LINTELS NOT SPECIFIED ON THE PLANS WHICH HAVE A SPAN 3. ALL MASONRY BELOW GRADE SHALL BE GROUTED SOLID. _ . a HORIZONTAL WALL REINFORCEMENT SHALL BE LOCATED TO THE INSIDE OF VERTICAL BARS. GREATER THAN 10' -0 ".; 4. VERTICAL REINFORCING SHALL BE CENTERED IN THE WALL UNLESS NOTED OTHERWISE. 2. UNLESS NOTED OTHERWISE, VERTICAL REINFORCING AND TIES SHALL EXTEND TO FULL WALL HEIGHT. 4. MASONRY LINTELS ML -1 THRU ML -2 SHALL NOT BE LOCATED DIRECTLY BELOW FLOOR OR ROOF 5. (1) VERTICAL BARS MINIMUM AT ALL CORNERS AND END OF WALLS." 3. VERTICAL MASONRY COLUMN REINFORCING SHALL EXTEND INTO THE FOOTING AND TERMINATE BEAMS OR CIRDERS UNLESS NOTED OTHERWISE ON THE PLANS. JOISTS SHALL NOT BEAR ON ANY 4 „ 6. 7. HORIZONTAL WALL REINFORCING SHALL BE PLACED BETWEEN VERTICAL MASONRY COLUMN REINFORCING BARS. HORIZONTAL WALL REINFORCING SHALL CONTINUE THRU MASONRY LINTELS. WHERE BOTH HORIZONTAL WALL � ``' L'j WITH A STANDARD 90' HOOK, FOR CONCRETE FOUNDATION WALLS OVER 5' -0" TALL, VERTICAL - -- COLUMN REINFORCING REINFORCING SHALL DOWEL 4' -0" MINIMUM INTO THE FOUNDATION WALL. LINTEL LESS THAN 16" DEEP. CONSULT THE STRUCTURAL ENGINEER FOR LINTELS NOT SHOWN ON THE PLANS WHICH ARE LOCATED DIRECTLY BELOW FLOOR OR ROOF BEAMS OR GIRDERS. - -- ,. NON- STRUCTURAL VENEER LINTEL NOTES. CID . REINFORCING AND LINTEL REINFORCING OCCUR IN THE SAME COURSE, USE THE LARGER REINFORCING. 4. IN CONCRETE FOUNDATION WALLS, 'VERTICAL MASONRY COLUMN REINFORCING SHALL BE TIED WITH HORIZ WALL REINFORCING 5. EXTEND ALL HORIZONTAL REINFORCING 48 BAR DIAMETERS MINIMUM BEYOND THE EDGE OF ALL � LINTELS CARRY VENEER ONLY. WHERE FLOOR ROOFS OR CONCENTRATED LOADS - Ld 8. MASONRY WALLS NOT DESIGNATED ON THE PLANS SHALL BE REINFORCED AS FOLLOWS: # 3 TIES AT THE SAME SPACING AND CONFIGURATION AS MASONRY COLUMNS ABOVE. OPENINGS. IF HORIZONTAL REINFORCING CANNOT EXTEND 48 BAR DIAMETERS BEYOND EDGE OF = O GS. OCCUR, FURTHER ANALYSIS IS NECESSARY. PROVIDE 1" OF BEARING EACH END FOR W � Z TYPE A' 5. SEE GENERAL STRUCTURAL NOTES FOR ALL OTHER REQUIREMENTS. - -- OPENING, PROVIDE 90' STANDARD HOOK. �� 9 EACH FOOT OF SPAN. MINIMUM BEARING OF 6" EACH SIDE OF OPENING, USE THIS Q o� THICKNESS VERTICAL REINFORCING HORIZONTAL REINFORCING SINGLE MAT REINFORCING 6. SPACE TIES AT 48 "cc. FROM A POINT 24" .ABOVE OPENINGS TO THE TOP OF THE WALL. 6. SPLICE TOP BARS AT MIDSPAN OF LINTEL ONLY AND BOTTOM BARS OVER SUPPORTS ONLY. SCHEDULE UNLESS NOTED OTHERWISE. 6" # BARS AT 32"cc. 4 BARS AT 48 "cc, 8" 5 BARS AT 32"m 5 BARS AT 48"m SCHEMATIC MASONRY WALL DIAGRAM _ 2" CLEAR TO TIE. 7. HORIZONTAL WALL REINFORCING SHALL CONTINUE THRU MASONRY LINTELS. WHERE BOTH HORIZONTAL WALL REINFORCING AND LINTEL REINFORCING OCCUR IN THE SAME COURSE, USE ML -� ML - 2 ML -3 LINTELS ARE TO BE GALVANIZED (660) Z ° cn ° c" c w =m z� la" 6 BARS AT 32 "cc. 6 BARS AT 48 "cc. 12" 6 BARS AT 32 (2 #5 BARS AT 48 "cc. r. -- THE LARGER REINFORCING. 8. DOWEL VERTICAL REINFORCING OF WALL ABOVE LINTEL INTO THE FULL DEPTH OF LINTEL OR 48 C z z � o 0 <� 9. SEE GENERAL STRUCTURAL NOTES FOR ALL OTHER REQUIREMENTS. VERT WALL REINFORCING _ _ 2" CLEAR TO TIE. "4� "4� BAR DIAMETERS, WHICHEVER IS LESS. 9. SEE GENERAL STRUCTURAL NOTES FOR ALL OTHER REQUIREMENTS. w d SCHEMATIC COLUMN CONFIGURATION FOR MASONRY COLUMNS MASONRY WALL SCHEDULE MASONRY COLUMN SCHEDULE MASONRY LINTEL SCHEDULE STEEL ANGLE LINTEL SCHEDULE 4 NO SCALE 5 NO SCALE NO SCALE NO SCALE Sco- ft-W&L 50_MW -ca SCO AIW -NN SCO NW -VBJ6R STEEL BEAM. i� A -325 BOLT SCHEDULE A -325 BOLT SCHEDULE MAXIMUM BEAM SIZE IN A -325N BOLTS MAXIMUM BEAM SIZE IN A- 325N BOL EACH BEAM DEPTH GROUP No. PER BEAM SIZE = r � I EACH BEAM DEPTH GROUP No. PER BEAM SIZE W8 2 7/8" CIA TYP wELO I BACKING BAR BACKING BAR Wg 2 7/8" DIA WEB PLATE 0 1x3/8 (BEVEL). 1x3 /8 (BEVEL). W1a 2 7/8" DIA W12 3 7/8" DIA ® Z ® ® � TY WE ki�16 t W10 2 7/8" DIA L W12 3 7/8" DIA CLIP ANGLES 2 3 SIDES ANGLE W14 3 7/8" DIA W14 3 7/8" DIA N W16 4 7/8" DIA ® ® W16 4 7/8" DIA MIN. W18 5 7/8" DIA nP. 1/4 / W18 4 7/8" DIA 5 7/8" DIA - -- i N -- ® i i ® C� C!) 3 o rn 1 421 6 7/8" DIA W24 7 7 8" DIA / STEEL BEAM ` yQ 3/16" W21 ` W24 5 7 8" DIA / �_ __ ® i ® CLIP 1 ANGLES. co Lij f �Q_ BEAM TO BEAM WEB PLATE CONNECTION �Q. _ i ® ® m MINIMUM TO 0 CLIP ANGLES: (2) L4x3 1/2. THICKNESS SHALL BE EQUAL TO ONE HALF THE BEAM i 2" TYP CM � CLEARANCES. WEB THICKNESS PLUS 1/16" (1/4" MIN.). FOR TWO ROWS OF BOLTS OR SKEWED i i c� �1 BEAM WEB CONNECTION PLATES. THICKNESS EQUALS THE BEAM WEB STEEL BEAM. CONNECTIONS, USE BENT PLATES. WHERE COLUMN WIDTH IS SMALLER THAN THE 3 1/2" 8' 3 8" MIN. THICKNESS PLUS 1/8" (/ ) 1 1 2" 1 1/2" CONDITION A CONDITION B CONNECTING CLIP ANGLES, ANGLE LEGS MAY BE REDUCED TO MATCH WIDTH OF CONDITION C STEEL BEAM i i STEEL BEAM FOR SKEWS UP FOR SKEWS OVER FOR SKEWS OVER COLUMN_ USE L4x4 ANGLES AT BEAM TO CONCRETE WALL OR COLUMN CONNECTIONS. i STEEL COLUMN (2 FILLET WELDS SHALL BE AS FOLLOWS: ONE SIDE PLATE THICKNESS MINUS 1/16" (1/4" MIN.) TO 30 DEGREES 30 TO 45 DEGREES 45 TO 60 DEGREES FILLET WELDS SHALL BE ANGLE THICKNESS MINUS 1/16" (1/4" MIN.). i TWO SIDES: 112 PLATE THICKNESS PLUS 1/16 (1/4" MIN.} EACH SIDE _ _ -- ® WEB PLATE 01 O BOLT EDGE DISTANCE SHALL BE 1 112" MIN. AT ALL BEAM AND CLIP ANGLE EDGES. ®ii SHEAR CONNECTOR PLATES AT SKEWED MEMBERS BOLT SPACING SHALL BE 3" O.C. MIN. BEAM TO TUBE COLUMN CLIP ANGLE CONNECTION �3 BOLT EDGE DISTANCE SHALL BE 1.1/2" MIN. AT ALL EDGES. BOLT SPACING SHALL BE 3" MIN. - -- WHEN MORE THAN ONE ROW OF BOLTS IS NEEDED, THE FIRST ROW SHALLL BE A COMPLETE ROW WITH THE REMAINDER OF THE BOLTS PLACED IN THE SECOND ROW, O WHEN MORE THAN ONE ROW OF BOLTS IS NEEDED, THE FIRST ROW SHALLL BE A COMPLETE ROW WITH THE REMAINDER OF THE BOLTS PLACED IN THE SECOND ROW. �Z SCHEDULES y STEEL BEAM ` fl °a TYP. (3) SIDES 2 2� r Drawn by: Kevin S. Churilla BEAM TO PARALLEL BEAM WEB PLATE CONNECTION ! Designed by. Jonathan Frazier TYPICAL BOLTED WEB PLATE CONNECTIONS WITH Q TYPICAL BOLTED CLIP ANGLE CONNECTIONS WITH `� Checedby: WmCh�sBarker 8 NO SCALE J NO SCALE° BOLT SCHEDULE (SINGLE SHEAR) BOLT SCHEDULE (DOUBLE SHEAR) _C� Job# 26142 SCD_5 -A11 SCO_S -ALL Date: 7.29.05 REVISED PERMIT SET FEB 15 2006 S301 ADDITIONAL VERTICAL BAR AT CORNER CONTINUOUS OR SPREAD r ' ANO FOOTING, SEE P LAN CORNER BARS CRETE WALL, SCHEDULE FOR SIZE 1 2 CLEAR ° REINFORCING STEEL BACKFILLEO TRENCH 2' -0" MINIMUM I I a I I IF THIS DIMENSION d ° . all--- ¢a - - -- EXCEEDS 1' -6 ", DO ° _ III I =1 = z NOT THICKEN FOOTING I I I II ADDITIONAL VERTICAL ° I ° I ° I 'III -- -- _ ° - — ° 111_ 111 BAR AT INTERSECTION, II —III —= — — — �— 1== � — — — ll„ 1 1 � 11 � 1 111 IIIIIET _ II_ IIIIII 111 b b TYPI I y I III I ��II1- ° AL (2) PLA CES III = 1 I I „III =1 I I -III- a III -1 I —I IE 12" MIN. 12" MIN. j ( = III —I I ° i II j � CONCRETE WALL, SEE ° da SCHEDULE FOR SIZE ° = —I �� ° I u AND REINFORCING STEEL I I I -1 11 I I N R T FooTING ° a COCEE� I� ta.. ° . I— III =III -1 ° CONTINUOUS OR SPREAD b �J II ° SEE SCHEDULE FOR SIZE III III =III - - - -- 24 � AND REINFORCING STEEL � FOOTING CONTINUOUS OR SPREAD u � �- � CORNER BAR d I1- III =III =I FOOTING, SEE PLAN ALL PIPES PASSING ° - - - THROUGH WALLS AND �������i�i CORNER BARS FOOTINGS STRUCTURAL FILL, SEE X�������������������������������� \��������� GENERAL STRUCTURAL ���i���ix %%�i��� % ADDITIONAL VERTICAL i�i�ii�y��y�i��y����i�yiy���i�� �_ NOTES � i� ii�ii�i�i�i�i�i�i i� �i�i�i�i�i�i�i��i�i� < BAR AT INTERSECTION v ��i��i����iv��i��i��i��i��i�y��i�y�� Q z 1 BOTTOM OF TRENCH TO - - -� —} - -- - — PROVIDE ADDITIONAL ; ��� %��������������� — d UU� V��i � ADDITIONAL VERTICAL BE ABOVE THIS LINE � III— z -}- REINFORCING AS SHOWN 2 -1 ° -1 TO MATCH TYPICAL WHERE �i���i�� %�i����� %\� BAR AT CORNER, THICKEN FOOTING — —III ��i��% %���!i�!iu.� %�!:� %�%�� % ✓��� %�' __ —__ BEND NORMAL WALL REINFORCING —I = r — III- BAR IS CUT _ _ . 111111 -111 =III II =III III =III III III TYPICAL (2) PLACES or PROVIDE BAR OF SAME 2" CLEAR - - SIZE AND SPACING WITH LAP I I , 1Z" MIN. * 12 MIN. d + b MINIMUM AS PER GENERAL STRUCTURAL NOTES PIPE THROUGH FOOTING NO SCALE ETAIL PIPE PERPENDICULAR TO FOOTING DETAIL COMPACTED STRUCTURAL FILL DETAIL ICAL FOOTING STEP DETAIL TYPICAL CORNER WALL REINFORCING DETAILS NO SCALE PIPE PARALLEL TO FOOTING D NO SCALE 2 NO SCALE NO SGALE 4 ) FOUNDATION WALL 5 PLAN BEARING AND TOP OF WALL LOCATIONS VIEW 1 � CV131.00010 CW.B1,00020 CW3.000m CW.F1.00000 CW.BL00000 SINGLE VERTICAL LAP LENGTH EDGE EACH SIDE OF 0.15t LOCATIONS REQUIRING ADDITIONAL ADDITIONAL VERTICAL REINFORCING ADJACENT TO OPENINGS: BAR AT CORNER, SLAB REINFORCING STEEL. WHERE OPENING WIDTH IS LESS THAN 3' -0 ": TYPICAL MASONRY WALL, SEE JOINT WITH 1/8" RADIUS. d USE (2) #5 BARS FOR 8" WALLS OR (2) #6 BARS AT 12 WALLS IN (Z) CELLS SCHEDULE FOR SIZE AND REINFORCING KEYED COLD JOINT OR METAL KEY ° o (2) #4 x 4' -0" BARS AT EACH CORNER CORNER BARS CORNER BARS = OF RECESSED OR DEPRESSED SLABS d o WHERE CONTROL OR CONSTRUCTION ° ° FLOOR OR ROOF LEVEL JOINTS DO NOT EXTEND BEYOND CORNER TWO VERTICAL BAR .., d p a o p °_ N — RECESSED OR ° • • d • • • p ° .O i p MASONRY WALL, SEE _III -I I ( a �I SCHEDULE FOR SIZE AT INTERSECTION, ° ° p a ° —III_ DEPRESSED SIB TYPICAL ° d �M1v.) I �� �I� a I ( CONCRETE FLOOR SLAB lu AND REINFORCING _ — — SEE FOOTING AND FOUNDATION PLAN -11_I- III -III; CONSTRUCTION JOINT 6" =111- III -III= 1:3 SLOPE ;III -II_I =III, I PLAN ��� �� = 4" SLAB ON GRADE ., (2) # x 4' -0" BARS WHERE CONTROL a a SEE MASONRY LINTEL OR CONSTRUCTION JOINTS INTERSECT SCHEDULE FOR REINFORCING CONSTRUCTION JOINT BUT DO NOT CONTINUE BEYOND ° CJ INTERSECTION p MISC MASONRY WALL, SEE EDGE WITH 1/8 RADIUS m OPENING OR --IF 1 5 AT 8" WALLS. SCHEDULE FOR SIZE PREFORMED "T" QUICK JOINT OR AND REINFORCING HOURS OF RECESS 5 BARS AT 12" WALLS TWO VERTICAL BARS SAWCUT WITHIN 24 HO POU SAWCUT WITHIN 2 AT INTERSECTION, R_ USE TOOLED JOINTS AT FIRST 12 HOURS -- d PLAN TYPICAL EXTERIOR SLABS. w OF POUR. ° p z LL o d W ty z N \ z --- ° � � Jill, 77Z z CZ) MEASURED FROM EDGE '=� �Q -- CORNER BAR J ♦ ° °a - -- ° o o ° p — __ ° d ° a OF OPENING. c in W (2) #4 x 4'-0' BARS WHERE CONTROL Q _ 2 N ° ° ° ' ' � � Z y � 2 -- ° '. .) CONCRETE FLOOR SLAB OR CONSTRUCTION JOINTS DO NOT 48 BAR J 4� 8 BAR 3 (MIN z w SINGLE VERTICAL CORNER BARS I DIAMETERS DIAMETERS z BAR AT INTERSECTION, _ SEE FOOTING AND EXTEND FROM CORNERS OF FLOOR -III III III; =III ,III „ = III ;III; III ;III; 6” MIN SLAB BLOCKOUTS AT BUILDING COLUMNS a d ° MINIMUM MINIMUM BARS SHOULD BE FLOOR c �°a BEND NORMAL WALL REINF. — CONTROL JOINT — FOUNDATION PLAN. a TYPICAL a° LI TO FLOOR. or PROVIDE BAR OF SAME 4" SLAB ON GRADE �� SIZE AND SPACING WITH LAP ° d F — AS PER GENERAL STRUCTURAL CONTROL JOINT PLAN FINISHED FLOOR LEVEL NOTES ORCING DETAILS TYPICAL SLAB ON GRADE JOINT DETAILS TYPICAL SLAB DEPRESSION DETAILS 9 ADDITIONAL SLAB REINFORCING DETAILS NO SGALE 10 TYPICAL REINFORCING DETAIL FOR MISCELLANEOUS 6 TYPICAL CORNER WALL REINF NO SCALE 7 8 No SCALE No SCALE MASONRY WALL OPENINGS AND RECESSES No SCALE PLAN VIEW MW8.81.00010 O.BLCS.00010 O.BLCS.00040 O.BL00010 MW8.FL00010 WIDE FLANGE CONTROL JOINT SET IN STANDARD HORIZONTAL REINFORCING SASH BLOCK. SEE ARCH TO TERMINATE WITH 24" x 24" BLOCKOUT DRAWINGS. CONTINUOUS VERTICAL STANDARD 180' HOOK AT CONTROL JOINT, SINGLE LAYER OF VERTICAL (1) VERTICAL BARS TO INTERRUPT HORIZ REINF REINFORCING. LAP LENGTH MATCH VERTICAL WALL AT CONTROL JOINT. C.J. SEE MASONRY LINTEL REINF - EA SIDE OF JOINT. SEE DETAIL (13/S701) SCHEDULE FOR REINFORCING mH ABOVE RECESS I STEEL COLUMN, SEE SCHEDULE FOR SIZE .: • RECESS IN MASONRY WALL SINGLE LAYER VERTICAL REINFORCING • PLAN VIEW CC/:) � o co C/� � rn 1 STEEL BASE PLATE. SEE N w a� CONDITION AT HORIZONTAL BOND BEAM AND JOINT REINF. SIZE C scHEDULE FOR I SIZE � 7 I 1/4 1 VERTICAL REINFORCEMENT CONTINUOUS VERTICAL HORIZONTAL REINFORCING CONCRETE FOOTING, SEE i 1 1 1 /2" MIN NON SHRINK CONTROL JOINT FULL HEIGHT OF WALL AT TO TERMINATE WITH SCHEDULE FOR SIZE AND i GROUT EACH SIDE OF RECESS - STANDARD 90° HOOK AT REINFORCING STEEL SEE PER DETAIL (10/S701). HORIZ REINF CONTINUOUS DOUBLE LAYER OF VERTICAL LAP LENGTH PLAN FOR TOP OF FOOTING I CONCRETE SLAB ON GRADE. SEE PLAN I REINFORCING, EXTEND ELEVATION. I i THRU CONTROL JOINT 1 PLAN VIEW BEYOND VERTICAL REINF I I I 1 d.. d ° HIA ° ° 1 1 a ° p ° HORIZONTAL BAR BELOW RECESS - SECTION #5 AT 8 MASONRY ° (2) #5 AT 12' MASONRY III ° ( p a a . p d IJ I - EXTEND 48 BAR DOUBLE LAYER VERTICAL REINFORCING it I ° ° a a d III= FOOTING AND III ;�+i FOUNDATION DETAILS DIAMETERS EACH SIDE OF RECESSED OPENING CONDITION AT FLOOR AND ROOF, JOIST, DECK = III — III —III— — III =III =III- , —111 -1 —� � STANDARD � � � I _1 i 1 =1 i 1� HOOK r r Drawn by: Kevin S. Churilla �'�/ ! AL MASONRY WALL RECESS DETAILS FOR MASONRY WALLS TERMINATION OF HORIZONTAL REINFORCING TYPICAL STEEL COLUMN TO CONCRETE FOOTING DETAIL Designed try: do Chri Frarer P IC is'� �,� Chectied by: Wm Chris Barker a T r 11 NO SCALE 13 IN MASONRY WALLS b# 25142 W NO SCALE @QKnj2K_MNL NO SCALE NO SCALE FOR MASONR ALLS Y �� Mwa.Fl.alOao MW831.00040 08.812030 5H.0.00000 d i Date: 7.29.05 REVISED PERMIT SET I � FEB 15 2006 S501 MASONRY WALL, SEE SCHEDULE FOR SIZE AND REINFORCING CONCRETE FLOOR SLAB, SEE FOOTING AND FOUNDATION PLAN d a HORIZ WALL REINFORCING VERT WALL REINFORCING CONCRETE FOOTING, SEE SCHEDULE FOR SIZE AND REINFORCING STEEL. SEE PLAN FOR TOP OF FTG ELEVATION. MWSCW.81.01000 ° • • a a a a 1=m=T a =11 I =11 T a III — III =1 =1 I =1 ITI =1 I- I I — 111 = 111 =11� DOWEL TO MATCH VERT � _ ° I 11 1 I I l a — 1 —I =111 = WALL REINF ABOVE. =1 11 =1 —I 1= • II I . — 1 TOP AND BOTTOM CONT III - • REINFORCING 2 X 4 BEVELED KEYWAY - CONT �III • d CONCRETE FOOTING, SEE o ° -1 p ° 2 x 4 BEVELED SCHEDULE FOR SIZE AND KEYWAY, CONTINUOUS REINFORCING STEEL. SEE _I � PLAN FOR TOP OF FTG o �I I I Q o III II II I I —I D° Ti- ELEVATION. -ITI T O � Z �-- II— III —III II III II _ HORIZ WALL RI CONCRETE PIER- REINF TO MATCH MASONRY COL VERT WALL REI REINF ABOVE. USE #3 TIES. 0 0 p o FOUNDATION WALL DETAIL AT MASONRY WALLS NO SCALE MC8CW.e1.01001000 MASONRY WALL, SI SCHEDULE FOR SI; AND REINFORCING BRICK VENEER, SEE ARCH. I MASONRY WALL, LINE OF BRICK SEE SCHEDULE FOR SIZE o AND REINFORCING HORIZ MASONRY WA[ - O F REINFORCEMENT. STEEL BASE PLATE ON BRICK VENEER, SEE ARCH. #4 24" 18" AT 16 "cc 1 1/2" NON- SHRINK GROUT BRICK VENEER, SEE ARCH. MASONRY COLUMN, SEE TOP AND BOTTOM. STEEL COLUMN, SEE CHAMFER, SEE ARCH. SCHEDULE FOR SIZE DOWEL TO MATCH VERTICAL SCHED FOR SIZE AND CONCRETE FLOOR SLAB, WALL REINFORCING ABOVE REINF o, =) SEE FOOTING AND #6 AT 10 MASONRY CHAMFER, SEE ARCH CONCRETE FLOOR SLAB. SCHEDULE FOR SIZE W SEE FOOTING AND N CONCRETE FOUNDATION WALL, FOUNDATION PLAN CO 6 THRU PIER U SEE SCHEDULE FOR SIZE L I AND REINFORCING STEEL ° • • a a a a 1=m=T a =11 I =11 T a III — III =1 =1 I =1 ITI =1 I- I I — 111 = 111 =11� DOWEL TO MATCH VERT � _ ° I 11 1 I I l a — 1 —I =111 = WALL REINF ABOVE. =1 11 =1 —I 1= • II I . — 1 TOP AND BOTTOM CONT III - • REINFORCING 2 X 4 BEVELED KEYWAY - CONT �III • d CONCRETE FOOTING, SEE o ° -1 p ° 2 x 4 BEVELED SCHEDULE FOR SIZE AND KEYWAY, CONTINUOUS REINFORCING STEEL. SEE _I � PLAN FOR TOP OF FTG o �I I I Q o III II II I I —I D° Ti- ELEVATION. -ITI T O � Z �-- II— III —III II III II _ HORIZ WALL RI CONCRETE PIER- REINF TO MATCH MASONRY COL VERT WALL REI REINF ABOVE. USE #3 TIES. 0 0 p o FOUNDATION WALL DETAIL AT MASONRY WALLS NO SCALE MC8CW.e1.01001000 MASONRY WALL, SI SCHEDULE FOR SI; AND REINFORCING BRICK VENEER, SEE ARCH. I MASONRY WALL, LINE OF BRICK SEE SCHEDULE FOR SIZE o AND REINFORCING HORIZ MASONRY WA[ - O F REINFORCEMENT. STEEL BASE PLATE ON BRICK VENEER, SEE ARCH. #4 24" 18" AT 16 "cc 1 1/2" NON- SHRINK GROUT KEYWAY, CONTINUOUS TOP AND BOTTOM. STEEL COLUMN, SEE CHAMFER, SEE ARCH. SCHEDULE FOR SIZE � 05 CONCRETE FLOOR SLAB, co w o, =) SEE FOOTING AND #6 AT 10 MASONRY FOUNDATION PLAN SCHEDULE FOR SIZE W CHAMFER. SEE ARCH. N HORIZ WALL REINF CONT CO 6 THRU PIER ° • • a a a a 1=m=T a =11 I =11 T a III — III =1 =1 I =1 ITI =1 I- I I — 111 = 111 =11� DOWEL TO MATCH VERT � _ ° I 11 1 I I l a — 1 —I =111 = WALL REINF ABOVE. =1 11 =1 —I 1= • II I . — 1 TOP AND BOTTOM CONT III - • REINFORCING 2 X 4 BEVELED KEYWAY - CONT �III • d CONCRETE FOOTING, SEE o ° -1 p ° 2 x 4 BEVELED SCHEDULE FOR SIZE AND KEYWAY, CONTINUOUS REINFORCING STEEL. SEE _I � PLAN FOR TOP OF FTG o �I I I Q o III II II I I —I D° Ti- ELEVATION. -ITI T O � Z �-- II— III —III II III II _ HORIZ WALL RI CONCRETE PIER- REINF TO MATCH MASONRY COL VERT WALL REI REINF ABOVE. USE #3 TIES. 0 0 p o FOUNDATION WALL DETAIL AT MASONRY WALLS NO SCALE MC8CW.e1.01001000 MASONRY WALL, SI SCHEDULE FOR SI; AND REINFORCING BRICK VENEER, SEE ARCH. I MASONRY WALL, LINE OF BRICK SEE SCHEDULE FOR SIZE o AND REINFORCING HORIZ MASONRY WA[ - O F REINFORCEMENT. STEEL BASE PLATE ON cz 1 1/2" NON- SHRINK GROUT KEYWAY, CONTINUOUS TOP AND BOTTOM. STEEL COLUMN, SEE CHAMFER, SEE ARCH. SCHEDULE FOR SIZE STEEL COLUMN SCHEDULE FOR CONCRETE FLOC SEE FOOTING Al FOUNDATION PL HORIZ WALL RE REINF CONT TF VERT WALL REI CONCRETE FOC SCHEDULE FOR REINFORCING S PLAN FOR TOP ELEVATION, HORIZ MASONRY WALL REINFORCEMENT, CONTROL JOINT - CAI TOP AND BOTTOM CONT REINFORCING STEEL COLUMN, SEE CONCRETE PIER, SEE SCHEDULE FOR SIZE DETAIL (9/5502). 2 x 4 BEVELED CONCRETE FOC SCHEDULE FOF REINFORCING PLAN FOR TOP ELEVATION. )I vvi NO SCALE 3 ( SEE CW.8LCS.01000 - --- 'V77 - - I I I I I I I I I 1 I I 1 I I I I I I � I I I I 1 II I S502) FOR ALTERNATE CONTROL JOINT - CAULK STEEL COLUMN, SEE SCHEDULE FOR SIZE (2) VERT BARS EACH SIDE OF COLUMN TO MATCH VERT WALL REINF 3ARS EACH OLUMN TO �T WALL "NTROL JOINT - CAULK KEYWAY, CONTINUOUS HORIZ MASONRY WALL / (2) VERT BARS EACH REINFORCEMENT, SIDE OF COLUMN TO STEEL COLUMN BEARING DETAIL MASONRY WALLS MWSCWSH B1.01010 MASONRY WALI SCHEDULE FO[ AND REINF. �v 25143 -SKO TOTE STORAGE AWNING D HORIZ WALL RI REINF CONT TI VERT WALL REI CONCRETE FOC SCHEDULE FOF REINFORCING PLAN FOR TOF ELEVATION. NO SCALE � � STEEL COLUMN IN MASONRY WALLS AT 08MR81.01010 PAINT STEEL Cf ANCHOR BOLTS W/ 1/8" ASPH CONCRETE CUR CONCRETE F00 SCHEDULE FOR REINFORCING S PLAN FOR TOP ELEVATION. BRICK VENEER, SEE ARCH MASONRY WALL, SEE SCHEDULE FOR SIZE AND REINFORCING STEEL BASE PLATE ON 1 1/2" NON- SHRINK GROUT CHAMFER, SEE ARCH TOP AND BOTTOM CONT REINFORCING CONCRETE PIER, SEE DETAIL (9/S502). 2 x 4 BEVELED KEYWAY, CONTINUOUS NO SCALE \ v 251435502 TYPICAL CONCRETE PIER DETAIL NO SCALE 2 514 - 2SS502 NO SCALE � I FOOTING AND FOUNDATION DETAILS LINE OF BRICK CONCRETE FOUNDATION o cra Drawn by: Kevin S. Churilla - O F CID cz ) KEYWAY, CONTINUOUS TOP AND BOTTOM. Cl� WALL BEYOND c° a � 05 N co w o, =) FEB 15, 2006 #6 AT 10 MASONRY 5502 SCHEDULE FOR SIZE W N cr- CO 6 cz U DOWEL TO MATCH VERT o CONCRETE FLOOR SLAB. WALL REINF ABOVE. c � � I FOOTING AND FOUNDATION DETAILS LINE OF BRICK CONCRETE FOUNDATION DOWEL TO MATCH VERT WALL - SEE SCHEDULE Drawn by: Kevin S. Churilla - O F Designed by, Jonathan Frazier ChecKed by: Wm Chris Barker 2 x 4 BEVELED Joo # -- 25142 KEYWAY, CONTINUOUS TOP AND BOTTOM. Date: 7.29.0 WALL BEYOND CONTINUOUS BAR REVISED PERMIT SET #5 AT 8" MASONRY FEB 15, 2006 #6 AT 10 MASONRY 5502 NRY COLUMN DETAIL AT MASONRY WALLS MATCH VERT WALL REINF TYPICAL STEEL COLUMN IN MASONRY WALL DETAILS NO SCALE �J PLAN VIEW MWBSHFI.01000 TS5x2x3/16 FRAME, WELD END OF TS5x2, GRIND SMOOTH. TS5x2x3 /16 FRAME, TYP_ WELD END OF TS5x2, GRIND SMOOTH. STEEL COLUMN SCHEDULE FOR 1/8" CLOSURE PLATE AT CONCRETE FLO( END OF TS5x2, GRIND SMOOTH. SEE FOOTING A FOUNDATION PL FENCE BY OTHERS HOO DRIVE THRU STEEL COLUMN TO CONCRETE WALL BEYOND #4 24" 18° AT 16 "cc. EXTERIOR SLAB OR GRADE. CONCRETE SLAB ON GRADE, SEE PLAN - Z TOP AND BOTTOM CONT I REINF. LINE OF BRICK CONCRETE FOUNDATION DOWEL TO MATCH VERT WALL - SEE SCHEDULE WALL REINFORCING ABC FOR SIZE AND REINF 2 X 4 BEVELED 2 x 4 BEVELED KEYWAY - CONT KEYWAY, CONTINUOUS TOP AND BOTTOM. - -� -r7 - - 4 3A FOUNDATION WALL DETAIL AT MASONRY WALLS NO SCALE (ALTERNATE) XKCS.01020 NO SCALE UAT WINDOWS MAT 01010 SCALE I N\\ LINE OF BRICK SEE ARCH 1 �i�ce�i:• .. I I I BRICK VENEER, SEE ARCH. VENEER BEYOND. WALL BEYOND CONTINUOUS BAR #5 AT 8" MASONRY 1 #6 AT 10 MASONRY SCHEDULE FOR SIZE AND REINF 4 3A FOUNDATION WALL DETAIL AT MASONRY WALLS NO SCALE (ALTERNATE) XKCS.01020 NO SCALE UAT WINDOWS MAT 01010 SCALE 1 FOUNDATION WALL AT PILASTER DETAIL NU ��ALL ' FOOTING DETAIL SH.01.00000 I N\\ LINE OF BRICK SEE ARCH 1 I I I BRICK VENEER, SEE ARCH. VENEER BEYOND. WALL BEYOND CONTINUOUS BAR #5 AT 8" MASONRY 1 #6 AT 10 MASONRY SCHEDULE FOR SIZE AND REINF 6 BRICK VENEER, SEE ARCH. DOWEL TO MATCH VERT o CONCRETE FLOOR SLAB. WALL REINF ABOVE. SEE FOOTING AND El EXTERIOR SLAB FOUNDATION PLAN CHAMFER, SEE ARCH. OR GRADE CONCRETE FOUNDATION 50 DOWEL TO MATCH VERTICAL WALL - SEE SCHEDULE FOR SIZE AND REINF 0 CI MASONRY WALL, CONCRETE FOUNDATION WALL, SEE SCHEDULE FOR SIZE WALL REINFORCING ABOVE L il l III • • III = I— TOP AND BOTTOM CONT ! REINFORCING AND REINFORCING STEEL SEE SCHEDULE FOR SIZE VERT WALL REINFORCING o a CONT REINFORCING AND REINFORCING "cc. CONCRETE FOOTING, CONCRETE FOOTING, SEE d SEE SCHEDULE FOR SIZE SCHEDULE FOR SIZE AND _I �' p ° - _ 2 x 4 BEVELED AND REINFORCING STEEL I ° — LINE OF CONCRETE WALL (4) #4 VERT. #3 TIES AT 8 W/ (3) (VIII o I I I� II ELEVATION. o 11 =1 1 =1 1=' =1 1 =1 1=1111 11 CONCRETE FLOOR SLAB, I BEYOND. TIES AT THE TOP OF WALL. SEE FOOTING AND FOUNDATION PLAN INCREASE CONCRETE WALL ° WIDTH AT PILASTER, °a a TE. SEE SEE ARCH. ° a t., )LE FOR III: ° a a a o a �- SHRINK I_ III =1 1 =1 1= II =1II— III —III °° i a = III = —I 1 =1 1 —I 1 —III- Q III —III —I III_ 14 ON HORIZ WALL REINFORCING 11— = TI_ TOP AND BOTTOM CONT 4N — _ • CONT. THRU PIER. • — —L REINFORCING N VERT WALL REINFORCING o w U , a CONCRETE PIER, SEE co' DETAIL (9/S502). • , • ° INCREASE FOOTING SIZE .v o X a AT PILASTER. E3 ... �LL In CONCRETE FOOTING, SEE c SCHEDULE FOR SIZE AND - I II ° I a = 2 x 4 BEVELED Z a Z4 11 =1I REINFORCING STEEL. SEE - — I KEYWAY, CONTINUOUS o d PLAN FOR TOP OF FTG ° ° O o v g ME ELEVATION. III IT 1 -1 1 =' III— III —III —' TI ITI 1= I I I ' —III �,! III_ 1 FOUNDATION WALL AT PILASTER DETAIL NU ��ALL ' FOOTING DETAIL SH.01.00000 PRECAST CONCRETE SILL. 7 I 1 MASONRY 'NALL BEYOND SEE ARCH 1 I I I BRICK VENEER, SEE ARCH. WALL BEYOND CONTINUOUS BAR #5 AT 8" MASONRY MASONRY WALL. SEE #6 AT 10 MASONRY SCHEDULE FOR SIZE AND REINF DOWEL TO MATCH VERT CONCRETE FLOOR SLAB. WALL REINF ABOVE. SEE FOOTING AND EXTERIOR SLAB FOUNDATION PLAN CHAMFER, SEE ARCH. OR GRADE CONCRETE FOUNDATION WALL - SEE SCHEDULE FOR SIZE AND REINF a CI CONCRETE FOUNDATION WALL, SEE SCHEDULE FOR SIZE HORIZ WALL REINFORCING L il l III • • III = I— TOP AND BOTTOM CONT ! REINFORCING AND REINFORCING STEEL VERT WALL REINFORCING TOP AND BOTTOM a CONT REINFORCING CONCRETE FOOTING, CONCRETE FOOTING, SEE d SEE SCHEDULE FOR SIZE SCHEDULE FOR SIZE AND _I �' p ° - _ 2 x 4 BEVELED AND REINFORCING STEEL REINFORCING STEEL. SEE ° — KEYWAY, CONTINUOUS PLAN FOR TOP OF FTG (VIII o I I I� II ELEVATION. o 11 =1 1 =1 1=' =1 1 =1 1=1111 11 rA FOUNDATION WALL DETAIL AT MASONRY WALLS 3/16 P 3/16 SEE TYPICAL ROOF TOP MECHANICAL UNIT SUPPORT DETAIL (5/S701) FOR TRIM VERTICAL NOTE: WHERE CONCENTRATED LOADS ON OPEN WEB JOISTS ARE LOCATED MORE THAN 5" FROM THE PANEL /4 (LLV) FRAMES BENEATH MECHANICAL UNITS LEG AT JOIST - - POINTS AT EITHER THE TOP OR BOTTOM CHORD, ADDITIONAL DIAGONAL WEB MEMBERS SHALL BE FURNISHED E NIST RUT FO UNITS US USE UNIST 5 1/2x3" SPACER PLATES SOLID BLOCK THE FLUTES OF THE STEEL DECK BENEATH THE CURB OF T HE MECHANICAL ", WEIGHING MORE THAN 700 #, AND INSTALLED AT THE LOCATION OF THE CONCENTRATED LOAD BY THE CONTRACTOR WEIGHING LESS THAN 300# 1/16 THICKER THAN UNIT. THIS MAY BE DONE WITH A TS1- 1/2x1 - 1/2x3/16 x 0' -6 TACK WELDED TO a il HANGING RODS AT THIRD THE STEEL DECK OR WITH SOLID BLOCKING CONNECTED TO THE STEEL DECK. FRAMING OPTION 18GA. PLATE WITH #10 L6x4x5/16 x 0' -10" (LLV) TYP POINTS 6" MIN BEYOND JOIST TOP OPENING DIM. SEE SHEET METAL SCREWS METAL ROOF DECK TRIM HORIZONTAL LEG OF CHORD PANEL POINT TYP. PROVIDE EXTRA WEB MEMBERS 1 A/E CONTRACT 1 DOCUMENTS PER (3/S701) FOR OPENINGS � AT 6 "cc. EACH WAY ADDITIONAL DIAGONAL WEB MEMBER, L2x2x3/16 MIN. P = CONCENTRATED LOAD HANGING RODS, SEE MECHANICAL CONTRACTOR Fz ANGLE WHERE UNIT SPANS OVER MORE THAN COORDINATE WITH JOIST CURB DIM. SUPPLIER 1 I I I SEE ARCH /MECH. 3/16 1 6' -0" AND LARGER. SEE FRAMING OPTION METAL ROOF DECK 3/16 '' 2 JOISTS ------------------- FOR ALTERNATE FRAMING -- - -- ------ ----------- 1 1 z w I I 36" SQ. < 12 "4 24 " SO. < 8 "0 PIPE SLEEVE II I I II -- - -� - -- —� - - -- ANGLE FRAME w ME I I ANGLE FRAME i 12" SO. < 4 "0 L6x4x5 16 LLV UNDER °o i L5x3xl /4 (LLV) I MECHANICAL UNIT CURBING z I I I I I I 1 4 4 - - -- -i -- - i -- i i i W z o C I I I I I I i -- - I i i i I L3x3x1 /4 AROUND O w U w DUCT OPENING TYPICAL -- ----------- - - - - -- L5x3xl /4 (LLV) x 0' -6" TYPICAL PLAN z " = C o Q L6x4x5/16 (LLV) TYPICAL 1 1 iYP. 1 1 1/4 YP ° -- ----------- - - - - -- j 1 3/16 TYPICAL ROOF JOIST STEEL JOIST, SEE PLAN NOTE: I I I I i OPEN WEB STEEL TYP. 3/16 P = CONCENTRATED LOAD FY >3 I TYP. 1 3/16 1 1 ROOF DECK TO JOIST OR BEAM /l 6 3 -12 6" MIN BEYOND JOIST TOP BE WELDED TO i OPEN WEB STEEL CHORD PANEL POINT ANGLE FRAME. SEE DETAIL (2/5701) FOR OPENINGS LESS MECHANICAL UNIT, SEE MECH NOTE: ROOF DECK TO i JOIST COORDINATE WITH JOIST , , SUPPLIER THAN 12" IN DIAMETER. BE WELDED TO ANGLE FRAME. Iff TYPICAL ROOF OPENING DETAIL (PLAN VIEW TYPICAL PIPE SLEEVE HOLE DETAIL (12"0 OR LESS TYPICAL JOIST REINFORCING DETAIL HANGING MECHANICAL UNIT DETAIL TYPICAL ROOF TOP MECHANICAL UNIT SUPPORT DETAIL 1 OR MECHANICAL UNITS WEIGHING LESS THAN 700 NO SCALE 2 THRU ROOF DECK NO SCALE NO SCALE 4 NQ SCALE 5 SEE 1 SCALE S701 FOR UNITS WEIGHING LESS THAN 7001 O.RI.x- K.00000 O.RI.0.00000 0_R.U.00010 0AY- K.00040 O.RLx -00050 JOIST BEARING END DECK BEARING ANGLE STEEL ROOF JOIST, 5" Ty P. L5x3xl /4 (LLH) x CONT. PL 8 "x1/2" x 0' -5" EACH SEE PLAN PARALLEL TO DECK FLUTES WITH 3/4 "0 x 0' -8" HSA 2 1/2" DEEP JOIST ERG "0 Typ_ 1 / 8 2 2 1/2" DEEP JOIST BRG "0 DISCONTINUE AT MASONRY CONTROL JOINTS EACH SIDE OF MASONRY CONTROL JOINT 1/8 2 END WITH (2) 1/2 1 / 8 2 END WITH (2) 1/2 1/8 2^ a nP A325 ERECTION BOLTS 1/8 2 A325 ERECTION BOLTS � 1/8 2" BEARING PL 5 1 x o 7 1/2" DEEP GIRDER BRG END WITH (2) 3/4 A325 STEEL CAP PLATE 7 1/2 DEEP GIRDER BRG END WITH (2) 3/4 "0 AJ75 (2) x " WITH 0 x x 8" HSA T 8 GAGE. " 3/4"0 AT AT METAL ROOF DECK ERECTION BOLTS METAL ROOF DECK ERECTION BOLTS METAL ROOF DECK 3 1 1 2 II II MASONRY WALL, SEE SCHEDULE FOR SIZE v 11 AND REINFORCING (2) 1/2 ° 0 A325 ERECTION MASONRY WALL, BOLTS AT ALL 'K' JOISTS SEE SCHEDULE FOR SIZE 1 O RS JOINT WHERE iYP 1 1 SPANNING 40' -0" OR MORE AND REINFORCING . 5„ TYP . 1/8 4 1 1 i 1 112" STEEL FLOOR BEAM, STEEL FLOOR BEAM, TYP. i TYPICAL SEE PLAN SEE PLAN 1 4 1 1 / 1 np NOTE: DO NOT WELD 1 0 1 o 1/4" i i BOTTOM CHORDS TO I i STABILIZER PLATE UNO. I , STEEL JOISTS, SEE PLAN � P. i i STEEL JOIST, SEE PLAN C STEEL CAP PLATE 1 I 1 1 GIRDER BOTTOM CHORD BEAM BEARING PLATE AS FOLLOWS: W8 & W10 - PL 0' -12" BEAM BEARING PLATE AS FOLLOWS: W8 - W10 3/4" 1/2" x 1' -0" x5 ' t z "� STABILIZER PLATE, 6 "x3/8" x 0' - WITH 13/16 "0 HOLE 1 1 I ' I STABILIZER PLATE: 1 1 1 — 6 "x3/4" x 0' -6" I I 1 1 STABILIZER I I PL 6 "x3/4" x 0' -6" I TYR AT GIRDERS i np I 3/16 STEEL GIRDER, SEE PLAN BRACE BY JOIST SUPPLIER, TYPICAL AT JOIST NEAREST MID -SPAN OF GIRDER AND STEEL GIRDER, SEE PLAN x WALL THICKNESS W12 & W14 - PL 1' -0 "x3/4" x WALL THICKNESS W12 - W14 3/4 "x5 1/2" x 1'-0" W16 - W18 3/4 "x5 1/2" x 1 - 0" ' W21 - W24 3 4'x5 1 2 " x 1 -8" 3/4"x5 / "0 Z Z' E5 e c coo o < -Z z 5 @Q m� W - Z" TYPICAL AT JOIST 1 1 TYPICAL AT GIRDERS 1 I I I?Zt i AS OTHERWISE DETERMINED BY JOIST SUPPLIER. W16 & W18 - PL 1'- 0"x3 x WALL THICKNESS ALL PLATES WITH (2) 3/4 x 0' -8" HSA AT 8" GAGE. MASONRY WALL, SEE SCHEDULE FOR SIZE RUN HORIZONTAL WALL O z o 0 w 1 1 STEEL COLUMN, SEE STABII PLATE H ",.c /4' x ' -6" I 1 0 STEEL COLUMN, SEE W21 & W24 - PL 1' -0 "x3/4" 3 1/2" AND REINFORCING I REINFORCING CONTINUOUS NOTE: DO NOT WELD BOTTOM CHORDS TO SCHEDULE FOR SIZE WITH 13/16 "0 HOLE, SCHEDULE FOR SIZE x WALL THICKNESS ALL PLATES WITH (2) 3/4 "0 x T THROUGH MASONRY MASONRY CONTROL JOI N: 'MCJ CONTROL JOINT STABILIZER PLATES n UNO. TYPICAL AT JOISTS 0' -8" HSA AT 8" GAGE. SEE ARCHITECTURAL DRAWINGS TYPICAL JOIST WITH 2 1 2" BEARINNDS AND TYPICAL 'K' JOIST (WITH 2 1/2" BEARING ENDS AND TYPICAL "K" JOIST (WITH 2 l 2" BEARING ENDS BEARING PLATE SCHEDULE FOR ROOF JOIST BEAM JOIST BEARING AT MASONRY CONTROL JOINT 6 )GIR BEARING DETAIL ON STEEL COLUMN NQ SCALE 7 GIRDER BEARING DETAIL ON STEEL COLUMN NG SCALE 8 BEARING DETAIL ON STEEL GIRDER NO SCALE 9 AT MASONRY WALL NO SCALE 10 NO SCALE MWS.RT.BLH.01000 DECK BEARING ANGLE 3/16 1YP. TYP HORIZ REINF L5x3xl /4 (LLH) x CONTINUOUS, PARALLEL 3/16 - AT TOP OF WALL TO DECK TI JTES DECK BEARING ANGLE L3x3xl /4 x CONTINUOUS, PERPENDICULAR TO DECK ® TYPICAL HORIZONTAL WALL TYP. / REINFvriCING AT TOP OF 3 16 WALL p� + _ — DECK BEARING ANP_ _ L3x3x1 /4 x PERPEND „HEAR TO DECK ��ivll'v�OUS, TYPICAL HORIZONTAL WALL REINFORCING AT TOP OF WALL EMBED PL 4 "x3 / 8' x 0' -8^ WITH (Z) 3/4 "0 x 5" HSA.. AT 32 cc. CONT- DH RS AT DECK BRG. /g° x 0' -8" ���TH �(2) 3/4 HSA` SPACE AT 32 ((2) MIN BETWEEN JOISTS} BETWEEN JOISTS TYP HORIZ WALL REINF AT TOP OF WALL. 1 8 2 / SOLID GROUT AFTER BEAM INSTALLATION. �� � METAL ROOF CK . .. 71P HORIZ REINF ) AT TOP OF WALL 11 5701 1 4 4 FLUTES _ EMBED PL 4"x3/8" 0' -8” FLUTE 3/4 "0x6" EMBEDMENT 1YP. (?) #5 AT 8" MASONRY P. METAL ROOF DECK ,, x WITH (2) 3/4" x 5" HSA SPACE AT 32 "cc. '�itfAL ROOF DECK ANCHOR BOLTS AT 24 " cc. 3/16 �' ' � 4) #5 AT 12 MASONRY METAL ROOF DECK 1 / 8 2� STEEL GIRDER, SEE PLAN 1/4 4 � METAL ROOF DECK CONT. BAR AT DECK RI BEA NG CONT BARS AT DECK BRG. CONT BARS AT DECK BRG. DECK BEARING ANGLE xx x L331/4 CONT PERP (1) #5 AT 8" MASONRY --- - - - - -- ----- - - - - -- N co (7) �5 AT 8" MASONRY (2) #5 AT 8" MASONRY -------------- - - - - -- . . TO DECK FLUTES (2) # AT 12 MASONRY 0 (4} #5 AT 12" MASONRY (4) #5 AT 12" MASONRY SOLID GROUT AFTER � co BRICK VENEER, SEE ARCH. CONT. EAR AT JOIST BRG (2) #5 AT 8" MASONRY 1 i GIRDER INSTALLATION. C!7 o� iYP typ ' " _30x1 4x0-3 WITH / "O 4 O # 5 AT 12 MASONRY 1 w 3/16 BRICK VENEER, SEE ARCH. 3/16 7 3/4 EPDXY BOLT. a x o MASONRY WALL, SEE SCHEDULE FOR SIZE BRICK VENEER, SEE ARCH. 1 1/2 I 1 I 3 5 BARS x 4' -0" MIN O # cn AND REINFORCING ® SI 7 I I S70 i i I I MASONRY WALL, SEE SCHEDULE FOR SIZE I 1 4" AT GIRDER BEARING HORIZ BRIDGING BY JOIST SUPPLIER NOTES: HORIZ BRIDGING BY ® JOIST SUPPLIER ® MASONRY WALL, SEE I I 1 1 AND REINFORCING STEEL JOIST, SEE PLAN MAS SEES CHEDULE FOR SIZE 1. PER 'SJI' REQUIREMENTS BOTTOM F S ZE i AND REINFORCING BRIDGING ATTACHMENT L3x3x1/4 x JOIST HORIZONTAL BRIDGING SHALL NOT ® ANDEDULE BEARING PLATE, DEPTH WITH 2 Y/4 "0 ) KICK UP AT A DIAGONAL TOWARDS DECK BEARING, BUT SHALL BE NOTE: PER 'SJI' REQT'S I I 1 1 SEE (9/S701)� SEE (10/S701 FOR JOIST ) ) BEARING PLATE SEE (9/S701). MASONRY COLUMN, SEE EPDXY BOLTS. INSTALLED HORIZ AS SHOWN. 2. DO NOT WELD BRIDGING TO BOTTOM HORIZ BRIDGING SHALL NOT KICK UP AT A STEEL GIRDER, SEE PLAN 1 1 I I BEARING AT MASONRY CONTROL "x SCHEDULE FOR SIZE WEB MEMBERS. DIAGONAL TOWARDS DECK STEEL COLUMN, SEE 1 I ® JOINT. STABILIZER PL 6 3/4 x 0' -6 ". DO NOT WELD AND REINFORCING 3. DO NOT HANG ANY MECHANICAL, BRG, BUT SHALL S SHOWN. INSTALLED HORIZ AS SCHEDULE FOR SIZE I I I BOTTOM CHORD TO ROOF FRAMING ELECTRICAL, ETC. EQUIPMENT STABILIZER PLATE UNO. DETAILS FROM BRIDGING. TYPICAL DECK BEARING DETAIL AT MASONRY WALL ALTERNATE DECK BEARING DETAIL AT MASONRY WALLS GIRDER BEARING DETAIL AT STEEL COLUMN TYPICAL "K" JOIST BEARING DETAIL AT MASONRY WALL GIRDER BEARING DETAIL ASONRY COLUMN Drawn by: Kevin S.Chudlla NO SCALE 11 WITH BRIDGING 11A WITH (ALTERNATE) BRIDGING NO SCALE 12 AT 8" MASONRY WALL NO SCALE 13 NQ SCALE 14 �_. � NO SCALE Checkedby�:: WmC MWBSH.RT.G- K5.00010 MWS.RT.K.01000 MC8.RT.G.01000 �� 1 e• e. Job # 25142 1 , Date: 7.29.05 REVISED PERMIT SET ��� ` �`�" I FEB 15, 2006 r ;r?; S701 MASONRY WALL, SEE SCHEDULE FOR SIZE AND REINF. STEEL BEAM, SEE PLAN — STEEL CAP PLATE, SEE SCHEDULE FOR SIZE. STEEL BASE PLATE, SEE SCHEDULE FOR SIZE. STEEL BEAM, SEE PLAN — MASONRY WALL, SEE SCHEDULE FOR SIZE AND REINF. L3x3xl /4x2' -0" EACH SIDE. STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN I 251435702 f I I 1 1 I I I I 1 1 1 I ® - BRICK VENEER, SEE ARCH. I TS4x2x3 /16xCONT. AT WALL BEYOND. TOP OF PARAPET. I ® 4005162 -33 AT 16 "cc. INFILL FRAMING, TYP. _ TS COLUMN, SEE PLAN. ® ROOF SHEATHING, ® SEE PLAN. - J WALL BEYOND - i I ® 1/4 3 I 1/4 3 AT CORNERS AND MIDSPAN (1) TS4x4x3 /16 AT CORNERS, (1) T54x2x3/l6 TS2 1/2x2 112x; AT MIDSPAN. STIFFCLIP JH600x ROOF SHEATHING, SEE PLAN. METAL STUD R001 JOIST, SEE TOWEF ® FRAMING PLAN. BRICK VENEER, SEE ARCH. ioi ® 40OS162 -33 AT DECK BEARING 4 ® TrP L5x3x1/4 (LLH)zt 3/16 PARALLEL TO DEC O O - --- - - - - -- METAL STUD ROOF JOIST, SEE TOWER FRAMING PLAN. GLAZING, SEE ARCH. TS4x4xl /4 AT AWNING FRAME, SEE DETAIL (120/S702). I I I I I 5005162 -43 AT 16 cc. I INFILL FRAMING, TYP. I I I I FLOOR SHEATHING, SEE PLAN. -------------- - - - - - -- ® O O METAL STUD FLOOR JOIST, SEE VESTIBULE FRAMING PLAN. PL 1 /2 "xCONT. W/ 1/2" GUSSET AT 4' -0 "cc. TYP. TS6x4xl /4. 4005162 -33 AT ATTACH INFILL FRAMING TO FLOOR JOIST W/ (4) #12 TEK SCREWS. FLOOR SHEATHINC METAL STUD BLOCKING. SEE PLAN. METAL STUD FLO( JOIST, SEE VESTIL FRAMING PLAN. LONGITUDINAL DIAGONAL BRACING. TRUSS CONNECTION BY TRUSS MANUFACTURER. METAL STUD FRAME. - AT CONTRACTORS OPTION, CANOPY EDGES MAY BE FIELD FRAMED AND SCABBED TO EACH TRUSS USE MIN. 6" 18go. METAL STUDS. STEEL BEAM, SEE PLAN. STEEL COLUMN, SEE PLAN. DRIVE -THRU TRUSS PROFILE v 251435702 SOLID GROUT AFTER BEAM INSTALLATION. BEAM WEB STIFFENEF EACH SIDE. BEARING PLATE, SEE (9/S701). (3) #5x4' -0" (MIN.) AT GIRDER BEARING MASONRY WALL, SEE SCHEDULE FOR SIZE AND REINFORCING Iv 2514s - T1 - - T - T1 - - T7 - ROOF BEAM TO WALL BEAM DETAIL TOWER WINDOW FRAMING DETAIL TOWER FRAMING AT JOIST BEARING JOIST BEARING AT STEEL LINTEL DETAIL DECK BEARING AT STEEL LINTEL DETAIL NO SCALE 2514335702 STEEL BEAM, SEE PLAN TYP. STEEL BEAM, SEE 1/4 NO SCALE \ , 252 251435702 ROOF SHEATHING, SEE PLAN. TS4x2x3 /16xCONT. AT METAL STUD TRUSSES, TOP OF PARFET, SEE PALN. SEE (2/S70' ?' ^CJS162 -33 AT 16 "cc. BRICK VENEER, SEE ARCH. ® INFILL FRAMING, TYP. I iol ® 1/2" WALL SHEATHING ® ROOF SHEATHING, FASTENED W/ #12 TEK SEE PLAN. ® SCREWS AT Cu. AT EDGES ® AND 12 "cc. INFIELD. ® STEEL BEAM, SEE PLAN. STEEL BEAM, SEE PLAN CANOPY GIRDER TO MASONRY WALL DETAIL METAL STUD ROOF 251435702 JOIST, SEE TOWER IM O ® /8 FRAMING PLAN. ioi TYP. HORIZ. WALL REINF. a w i/e AT EACH STUD VIA 400S162 -43 AT 16"m z co m INFILL FRAMING, TYP. ® # DBA WELDED TO STEEL W� COD Z L3 1 /2x3x1 /4 "xCONT. BEAM AT SAME SPACING � 1/4" BENT PLATE x CONT. AS VERT. WALL REINF. z STEEL BEAM, SEE PLAN 1/16 TYP. HORIZ. WALL REINF. TYP. TYP. STEEL BEAM, SEE PLAN. FLOOR SHEATHING, 3/16 L3x3xl /4 "xCONT. PL1 /2xi0xCONT. W/ 1/2" ® :EE PLAN SEE PLAN 0 GUSSET AT 32"m H, SEE ARCH. METAL STUD FLOOR JOIST, SEE VESTIBULE SEE ARCH. FOR FINISH. SEE ARCH. FRAMING PLAN. STEEL BEAM, SEE PLAN (;TOWER WINDOW FRAMING DETAIL NO SCALE \ 1 2514,3S702 2 NO SCALE 251435702 12C 12D AT MASONRY 70 70 CONDITION J AWNING CONNECTION DETAIL AT MASONRY CONDITION NO SCALE \ , 25143 — S7�02 LINE OF OPENING LOCATION PREFABRICATED METAL STUD VIERENDEEL TRUSS AT 24 "cc. ALL FRAMING MEMBERS TO BE A MIN. 6" 18go. METAL SECTION. (4) #12 SCREWS (MIN.) EACH L4x4xl /4 x l'- CONNECTION. AT PANEL JOINT AT CONTRACTORS OPTION, CANOPY EDGES MAY BE FIELD FRAMED AND SCABBED TO EACH TRUSS USE MIN. 6" 18go. METAL STUDS. STEEL BEAM, SEE PLAN. STEEL COLUMN, SEE PLAN. MASONRY WALL, SEE NO SCALE \ 251435702 METAL ROOF DECK STEEL JOIST, SEE f TYPICAL KICKER CONNECTION DETAIL NO SCALE WELD PL 6 "x3/8" x 0' -6" L3x3xl /4 DIAGONAL BRACE WHERE INDICATED ON PLAN. O.R -A- LH.01000 STEEL COLUMN, SEE PLAT STEEL BASE PLATE, SEE SCHEDULE FOR SIZE 251435702 STEEL BEAM, SEE PLAN. TOP AND BOTTOM 1/4 SCHEDULE FOR SIZE � -�j �j II i TS FRAME. AND REINF. k k ANGLE TO GUSSET BRICK VENEER, SEE A i I 3/16 ANGLE TO FRAME STEEL BEAM, SEE PLAN. 112" GUSSET PLATE. I - - -- - -- L3x3X3/16xl' -0" PLATE, SEE (5/S702). r --- - - - - -- T1 II n STEEL BEAM AT BOTTOM CONNECTION CONDITION 1Zn 25143S702 ROOF JOIST, SE L3x3xl /4 KICKE AT EACH JOIST O.RI.Kx.00000 TS5x2x3/16 FRAME. WELD END OF TS5x2, GRIND SMOOTH. TS5x2x3 /16 FRAME, TYP. WELD ALL SEAMS AND GRIND SMOOTH. 1/8" CLOSURE PLATE AT END OF TS5x2, GRIND SMOOTH, MASONRY WALL, SEE SCHEDULE FOR SIZE AND REINF, BRICK VENEER, SEE 2x2x1/4 WASHER. SOLID GROUT CELL. 1"0 PIPE SPACER, MASONRY I�u 2s1�s o FTVI 12D MASONRY 251 US702 SOLID GROUT CELL. 1"0 PIPE SPACER. DECORATIVE SS NUT HEAD AND WASHER. TS FRAME. BRICK VENEER, SEE ;ONDITION 0 GA ��F � O F REVISED PERMIT SET FEB 15 2006 251435702 3/4 STAINLESS ST[ O ® V M FRAME AND 112 "0 S a w g� m VIA to z co m rn a W� COD Z TYP. HORIZ- WALL REINF. � z� Z Q = z STL. SPACERS. w Gs TYP. HORIZ. WALL REINF. il= 0 D w a ® AT TOP OF WALL. ® AT TOP OF WALL. ® MASONRY WALL, SEE MASONRY WALL, SEE ® SCHEDULE FOR SIZE SCHEDULE FOR SIZE AND REINF. ® BRICK VENEER, SEE ARCH. AND REINF. ®-- -- BRICK VENEER, SEE ARCH. DECK BEARING ANGLE L3x3xl /4 x CONTINUOUS, ® PERPENDICULAR TO DECK �® 'LAN, 1/4" BENT PLATE x CONT. ® FLUTES ISH. METAL ROOF DECK ® (2) 1 #5 CONT. BARS AT METAL ROOF DECK ® (2) 1 #5 CONT. BARS AT J D DEC BEARING. DEC BEARING_ NG, D VS AT ® AT= ` ® — j01S� AT JOIS� BEARING. BEARING.BARS TYP. 3/16 ® #5x2' -6" DBA WELDED TO ® #5x2' -6" DB WELDED TO ® STEEL BEAM AT SAME ® STEEL BEAM AT SAME SPACING AS VERT. WALL SPACING AS VERT. WALL STEEL JOIST, WHERE ® REINF. HORIZ BRIDGING BY ® REINF. OCCURS, SEE PLAN. ® JOIST SUPPLIER ® ® BEARING PLATE, SEE STEEL BEAM, SEE PLAN. BRIDGING ATTACHMENT STEEL BEAM, SEE PLAN. DETAIL (9/5701). ® PL1 /2xl4XCONT. W/ 112" L3x3xl /4 x JOIST DEPTH WITH (2) 3 "/4 "0 �– _ PL1 /2z14zCONT. W/ 112" L3x3x1/4 BRACE. GUSSET AT 32 "cc. EPDXY BOLTS . GUSSET AT 32"m 'LAN, 6x3/8xO' -6" WELD PLATE. . ® L3x3x1/4 BRACE. ® CANOPY FRAMING, ® CANOPY FRAMING, TYP. HORIZ. WALL REINF. ® SEE ARCH. 6x3/8xO' -6" WELD PLATE, SEE ARCH. PLATE. #5x1' -4" DBA WELDED TO STEEL ® I TYP. HORIZ. WALL REINF. BEAM AT SAME SPACING �� r IISH. AS VERT. WALL REINF. i I #5x1' -4" DBA WELDED TO STEEL BEAM AT SAME SPACING AS VERT. WALL REINF, 'LAN. STEEL BEAM, SEE PLAN. ®I I I I � STEEL BEAM, SEE PLAN. I I MO )0 -43. PL1 /2x10xCONT. W/ 1/2" ®� i `� `� PL1 /2x10XCONT. W/ 1/2" GUSSET AT 32"m I I _ _ _ _ _ _ _ _ _ _` ` GUSSET AT 32"m NO SCALE \ , 25143 — S7�02 LINE OF OPENING LOCATION PREFABRICATED METAL STUD VIERENDEEL TRUSS AT 24 "cc. ALL FRAMING MEMBERS TO BE A MIN. 6" 18go. METAL SECTION. (4) #12 SCREWS (MIN.) EACH L4x4xl /4 x l'- CONNECTION. AT PANEL JOINT AT CONTRACTORS OPTION, CANOPY EDGES MAY BE FIELD FRAMED AND SCABBED TO EACH TRUSS USE MIN. 6" 18go. METAL STUDS. STEEL BEAM, SEE PLAN. STEEL COLUMN, SEE PLAN. MASONRY WALL, SEE NO SCALE \ 251435702 METAL ROOF DECK STEEL JOIST, SEE f TYPICAL KICKER CONNECTION DETAIL NO SCALE WELD PL 6 "x3/8" x 0' -6" L3x3xl /4 DIAGONAL BRACE WHERE INDICATED ON PLAN. O.R -A- LH.01000 STEEL COLUMN, SEE PLAT STEEL BASE PLATE, SEE SCHEDULE FOR SIZE 251435702 STEEL BEAM, SEE PLAN. TOP AND BOTTOM 1/4 SCHEDULE FOR SIZE � -�j �j II i TS FRAME. AND REINF. k k ANGLE TO GUSSET BRICK VENEER, SEE A i I 3/16 ANGLE TO FRAME STEEL BEAM, SEE PLAN. 112" GUSSET PLATE. I - - -- - -- L3x3X3/16xl' -0" PLATE, SEE (5/S702). r --- - - - - -- T1 II n STEEL BEAM AT BOTTOM CONNECTION CONDITION 1Zn 25143S702 ROOF JOIST, SE L3x3xl /4 KICKE AT EACH JOIST O.RI.Kx.00000 TS5x2x3/16 FRAME. WELD END OF TS5x2, GRIND SMOOTH. TS5x2x3 /16 FRAME, TYP. WELD ALL SEAMS AND GRIND SMOOTH. 1/8" CLOSURE PLATE AT END OF TS5x2, GRIND SMOOTH, MASONRY WALL, SEE SCHEDULE FOR SIZE AND REINF, BRICK VENEER, SEE 2x2x1/4 WASHER. SOLID GROUT CELL. 1"0 PIPE SPACER, MASONRY I�u 2s1�s o FTVI 12D MASONRY 251 US702 SOLID GROUT CELL. 1"0 PIPE SPACER. DECORATIVE SS NUT HEAD AND WASHER. TS FRAME. BRICK VENEER, SEE ;ONDITION 0 GA ��F � O F REVISED PERMIT SET FEB 15 2006 � 251435702 3/4 STAINLESS ST[ O CIO V M FRAME AND 112 "0 S a w g� m 0 0 Z to z co m rn c� W� COD Z w � z� Z Q = z STL. SPACERS. w Gs in il= 0 D w a � 251435702 3/4 STAINLESS ST[ O CIO Kevin S. Churiila Jonathan Fraser Wm Chris Barker FRAME AND 112 "0 S 00 � Co 25142 7.29.05 m co m rn HEAD AND WASHER. 4x4xl/4 CLIP. MASONRY WALL, SEE (33 L v N s ic � `o C� STL. SPACERS. C ROOF FRAMING DETAILS 251435702 3/4 STAINLESS ST[ Drawn by: Designed by, Checked by: Kevin S. Churiila Jonathan Fraser Wm Chris Barker FRAME AND 112 "0 S TS FRAME. STEEL THRU BOLTS )1 Job # Date: 25142 7.29.05 S702 P STEEL BEAM, SEE PLAN ROOF JOIST BRACI 'P. (3) SIDES 1/4 L3x3x 1 4x]'-2" STEEL COLUMN, SEE PIlN - NO SCALE\ CONN EE PLAN NO I I _ >L BRICK VENEER SEE ARCH. I I I I I I I I SIDES I I I I � — TS FRAME. SECTION A -A A 251435702 3/4 STAINLESS ST[ W/ STEEL SPACERS FRAME AND 112 "0 S TS FRAME. STEEL THRU BOLTS )1 SPACERS AT 32 "cc. I FRAMES. DECORATIVE SS NUT 2x2x1/4 WASHER. HEAD AND WASHER. 4x4xl/4 CLIP. MASONRY WALL, SEE SCHEDULE FOR SIZE 3/4 "0 THRU BOLT W/ AND REINF. STL. SPACERS. EE PLAN NO I I _ >L BRICK VENEER SEE ARCH. I I I I I I I I SIDES I I I I � — TS FRAME. SECTION A -A A LIFT FORCE oe Fz = 711 GENERAL NOTES FORCES AND MOMENTS ACTING THROUGH ELEVATION AXIS 1, CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND ALL FIELD CONDITIONS. 2. ALL EXPOSED STEEL SHALL BE PRIMED AND PAINTED. PROVIDE MIN. 24ga. GALVANIZED PROVIDE MIN. 24ga. GALVANIZED STEEL TEMP. CAP. SECURE GRIND SMOO TH STEEL TEMP. CAP. SECURE ANTENNA LOCATION AND ORIENTATION / TO PIPE W CAULKING COMPOUND. — — — —N, TO PIPE W/ CAULKING COMPOUND. — — ROLL MOMENT + I I CONDUIT OPENING MUST ALWAYS BE ORIENTED TO THE NORTH OF THE ANTENNA I I A i PIPE SUPPORT TO AVOID CONFLICT WITH THE ANTENNA THE ANTENNA MUST HAVE Mx = 322 FT.� Z 1/2 "x13.69 # /ft. DBL. -EXTRA A I I 2 1/2 "0x13.69 # /ft. DBL. -EXTRA I I � �— LIFT FORCE STRONG PIPE(2.88 "O.D.) EXTEND I I a 6" INTO 5"0 PIPE " STRONG PIPE(2.88 "O.D.) EXTEND AN UNOBSTRUCTED POINTING DIRECTION FROM SOUTHEAST TO SOUTHWEST. Fz = 711 6" INTO 5 "0 PIPE. i 1 . i 1 i o - 3/8 STEEL PLATE, FIT INSIDE DIA. I OF 5 "0 DBL. -EXTRA STRONG PIPE. LATERAL FORCE INSTALLING CONTRACTOR PLEASE NOTE 5 8x6 1 20 PLATE. I I 107 5/8x6 1/20 PLATE. SECTION A -A i i / / WELD TO 2 1/2 "0 PIPE. Fx _ # i. FOR ANY TYPE OF ROOF FRAMING OR CONSTRUCTION OTHER THAN AS SHOWN, I I EPDM RUBBER CAP (CUT TO FIT - - THE SUPPORT AND STABILITY OF THE STRUCTURE SHALL BE CHECKED FOR THE 5 "0 DBL. -EXTRA STRONG GRIND SMOOTH i/2 I1 1 - ) / 5 "0 DBL. -EXTRA STRONG l i it EPDM RUBBER CAP CUT TO FIT FORCES AND MOMENTS SHOWN ON THIS SHEET. PIPEx38.55 l� ft. PIPE SHALL I1 I PIPE DIA. W STAINLESS STEEL PIPEx38.55 ft. PIPE SHALL / CLAMP ON ABS RIB REINF. PLASTIC #/ PIPE DIA.) W/ STAINLESS STEEL BE WELDED ALL AROUND TO -- - BE WELDED ALL AROUND TO CLAMP ON ABS RIB REINF. PLASTIC o I I CURB COVER AS MANUFACTURED. 4 1 I 1' -6 3/8 ° x9" ROOF OPENING ANGLE SUPPORTS. ANGLE SUPPORTS. I I I 6 3/4" 7 1 I CURB COVER AS MANUFACTURED. 3/8" STEEL PLATE, FIT INSIDE DIA. NON METALLIC BASE FLASHING. EPDM RUBBER CAP FOR CONDUIT i WIND OF 5 "0 DBL. -EXTRA STRONG PIPE ROOF. SEE PLAN AT ROOF NON- METALLIC BASE FLASHING. I I PACK SOLID AROUND PIPES AND WELD TO 2 112 "0 PIPE. 1 I DETAIL (6/S703) AND ELECTRICAL I I W/ BATT TYPE INSULATION. DRAWINGS. AXIAL FORCE - - - -- METAL DECK, SEE PLAN. ------------- - - - - -- - - - - -- -------- - -- ' I Fx = 793# 18 a GALVANIZED INSULATED -- FRONT ELEVATION _ _ - - - -- 9 � I I 18go. GALVANIZED INSULATED I 1 METAL CURB STYLE RC - 2A AS i 1 i ��� 3 METAL CURB STYLE RC - AS I - I MANUFACTURED BY PORTALS PLUS. 1 loo PITCH MOMENT MANUFACTURED BY PORTALS PLUS. 1 I (CURB SIZE 12" X 27 1/2 "). I 570 1 1 I , ACRYLIC COATED ABS PLASTIC My = 368 FT.# (CURB SIZE 12" X 27 1/2 "). I I ' % I I COVER FOR DOUBLE PIPE EO. EO. STEEL COLUMN, SEE PLAN. PACK SOLID AROUND PIPES AND I 1 I I I I r PORTAL SYSTEM. AXIAL FORCE O / / / I I 1 I �� I I - EPDM RUBBER CAP SINGLE LONG ANGLES WELD TO BEAM. OPENING (SEE SECTIONS). 1 I W/ BATT TYPE INSULATION. : 2 2 1 2 x 2 1 2 z 1 4, 2' - 6" l i t � I I Fx = 793 � I I I 2 5 "0 DBL. -EXTRA STRONG 70 �y STEEL GIRDER, SEE PLAN. I ' 1 i 1 I PIPEx38.55#/ft. PIPE SHALL YAW MOMENT 9ss ��� SIDE ELEVATION 1_443/8" EACH SIDE, WELD TO i i i i z i i BE WELDED ALL AROUND TO Mz - 369 FT. I _ _ I �a � STEEL JOIST, SEE PLAN. ANGLE SUPPORTS. I 1 ROOF BEAM, ANGLE. i i i i I ®I MULTI - OPENING PIPE PORTAL STEEL GIRDER, SEE PLAN, EPDM RUBBER CAP CUT TO ' 1 SYSTEM 18 GAUGE INSULATED 3/8 "X 8" BENT PLATE, WELD i i i i i i i i FIT FOR CONDUITS (SEE DETAILS L J GALVANIZED METAL CURB. TO COLUMN AND 5 "0 STEEL I i i 5 I I I I STEEL COLUMN, SEE PLAN. ON ELEC. DWGS). SEE ANTENNA WIND TOTAL VERTICAL LOAD: 1000 LBS. PIPE AND BOTTOM PLATE. i i i 70 I I I I I I 3/8 "X 8 BENT PLATE, STE WELD I I LOCATION AND ORIENTATION NOTE. = 3/8 "X 8" BOTTOM PLATE CUT TO FIT, i I i i TO COLUMN AND 5 "0 EL i i i SEE ANTENNA LATERAL FORCE DESIGN LIMITS: PIPE AND BOTTOM PLATE. FULL WELD TO EXISTING COLUMN. i i i i ' I LOCATION AND Fy = 107 ORIENTATION NOTE 1, MAXIMUM HORIZONTAL ROTATION OF POLE I I I 3/8 "X C BOTTOM PLATE CUT TO FIT, I 1 = 0.20 DEGREES AT 45 m.p.h. WIND. I FULL WELD TO EXISTING COLUMN. NOTE: USE PORTAL COVER I I i 1 TO ALLIGN CURB SUCH THAT I I I I , t 2. MAXIMUM HORIZONTAL DISPLACEMENT AT ' THE COVER HOLE IS CONCENTRIC 1 i W/ THE MAST PIPE. PLAN TOP OF POLE = 0.20 INCHES AT 45 ------------- - - - - -- NORTH m.p.h. WIND. 1.2 METER SATELLITE DISH ANTENNA MAX. LOADS: 125m..h. WIND ANTENNA PIPE SUPPORTED AT COLUMN DETAIL ANTENNA PIPE SUPPORTED AT COLUMN DETAIL PLAN AT ROOF 1 NO SCALE NO SCALE NO SCALE 4 NO SCALE 251435703 251435703 251435703 251435703 0 M 5% DBL. -EXTRA STRONG a STEEL BEAM, SEE Pb* t I PIPEx38.55#/ft. PIPE SHALL I I BE WELDED ALL AROUND TO L6 4 ANGLE SUPPORTS. xx3 /8 ", WELD TO i 3/4 "0 REDUCED BASE BOLT METAL ROOF DECK. TOP CHORD OF JOISTS AND I I - WELDED TO PLATE W/ LONG STEEL JOIST, SEE PLAN. 47 0 / STEEL COLUMN, SEE PLAN. TO L3x3xl /4 ". SLOTTED HOLES IN BEAM. STEEL GIRDER, SEE PLAN. STEEL GIRDER, SEE PLAN. X570 WELD ANGLE TO BAR JOISTS i i 3/4x5 1/2x1' -0" BEARING STEEL JOIST, SEE PLAN. RODS AND ON OPPOSITE HAND. i PLATE W/ (2) 3/4"06-8" HSA AT 8 "go. W/ (1) 112 "0 - WELD TO ANGLES. STEEL COLUMN, SEE PLAN. 5 "0 DBL. -EXTRA STRONG 3/8 "X 8" BENT PLATE, WELD (3) SIDES, WELD AFTE 1 PIPEx38.55 /ft. PIPE SHALL TO COLUMN AND 5 "0 STEEL 70 BEAM IS IN PLAC ®1 i i MASONRY WALL, SEE PLAN 3 FOR SIZE AND REINF. u = Z BE WELDED ALL AROUND TO \ PIPE AND BOTTOM PLATE. - \ I 3/16 (� SIDES a o l ANGLE SUPPORTS. - 1 I o I I CIO U) 3/8 "X 8" BOTTOM PLATE CUT `� ����� _441/4" WELD TO ANGLES. STEEL BEAM, SEE PLAN = �_ I I = N W TO FIT, FULL WELD TO — �.� F' i 0 o a EXISTING COLUMN. v _6x43/8", WELD TO \, TOP CHORD OF JOISTS AND �� �� L5x3xl /4x0' -6" (LLH). v W TO L3x3x1 /4 ", SEE SECTION WELD 3x3x1/4" ANGLE. STEEL COLUMN, SEE PLAN (7/S703). I 1 I I - I I L4x43/8" EACH SIDE, WELD TO ROOF BEAM, ANGLE. I 1 STEEL BEAM, SEE PLAN I I 1 I I I I I I I I I PLAN AT ROOF PARTIAL ROOF FRAMING PLAN ANTENNA MAST SUPPORT SECTION A 8 TYPICAL BEAM BRACE AT STEEL LINTEL NO SCALE g STEEL BEAM BEARING ON MASONRY WALL NO SCALE 5 NO SCALE NOS ALE NO SC LE 251435703 251435703 251435703 251435703 251435703 ROOF SHEATHING, SEE PLAN. I GIRDER TRUSS BY TRUSS GIRDER TRUSS BY TRUSS MANUFACTURER. MANUFACTURER. ® --- ----- - - - -- ROOF SHEATHING, SEE PLAN. R00 "r SHEATHING, SEE PLAN. O ®I — — — — — — — — — — — — — ° ° - -- - - JACK TRUSS TO GIRDER PREFABRICATED METAL STUD 2x2x1/4 WASHER, TYP. 2x2xl/4 WASHER, TYP. CONNECTION BY TRUSS JAC MEMBERS TO BE N c� METAL STUD ROOF JOIST, MANUFACTURER. SOLID GROUT CELL. SEE PLAN. 4� 6" 18go. MIN. +.� ca SOLID GROUT CELL. STEEL BEAM BEYOND, SEE PLAN. UD :� _R co MASONRY WALL, SEE PLAN, STEEL COLUMN, SEE PLAN. MASONRY WALL, SEE PLAN. 2" STEEL COLUMN, SEE PLAN. STIFFCLIP JH600z200 -43. STEEL BEAM, SEE PLAN. _ ca o BRICK VENEER SEE PLAN. BRICK VENEER, SEE PLAN. I (3.3 C) I' 12 ROOF FRAMING AT TOWER DETAIL , ` PREFABRICATED METAL STUD HIP TRUSS BY TRUSS CM � CIO �,�� NO SCALE MANUFACTURER ALL 25143S202 1 d FRAMING MEMBERS TO BE 3/16 TYP 3 is i i 6" 18go. MIN. TV. } 1 112" 2 TOP AND BOTTOM FLANGE, TYP. '�( _ RAM / I! 1 1 1 1 11 BACK T08BACK.�AL STUD _ __ TS AWNING F E TS AWNING FRAME N _ !, 1/2" CONTINUITY PLATE. -------- - - - - -- - - - - -- - - -- `�\ \ SEE PLAN. SEE PLAN. 1 1 I I I I 11 \�•� .— I i I I I I - - - -- -- ------ 1 „ 0 PIPE SPACER - - - - - -- - - - - - -- - �\\ . �.`� - -- ® I - - - - -- i i = ------- --- ----- ------- - ----- - - W/ (4) SCREWS - 1 ° 0 PIPE SPACER. = I STEEL BEAM, SEE PLAN. . ° . O O r 3/4 ° 0 STAINLESS STEEL \\`�` I UP JACK TRUSS CONNECTION TO 3/4 "0 STAINLESS STEEL ` THRU BOLT W/ DECORATIVE THRU BOLT W/ DECORATIVE ���� I i i i STUD HEADER BY TRUSS NUT AND WASHER, TYP. \`� NUT AND WASHER, TYP. \`� STEEL BEAM, SEE PLAN i ' - - . MANUFACTURER P , --- - - - - -- O _ O_ ®j i 4I AL SATELLITE DISH 3/8" BENT PLATE. 3/8 CONNECTION PLATE W/ R NA FRAMI e � (2) 3/4 ° 4 A325N BOLTS, TYP. i i =__ TRUSS CONNECTION BY I HIP TRUSS CONNECTIONS 1/2” CONTINUITY PLATE. i i TRUSS MANUFACTURER. TO STEEL BEAM BY TRUSS Dra�mby: Kevin S.Chudlla CJP (TYP.) MANUFACTURER. STEEL COLUMN, SEE PLAN i 1 i; STEEL BEAM, SEE PLAN. MOW by: JonaalhanFra�er STEEL BEAM, SEE PLAN. w �� Clec kedby. Wm ChnsBarker I r? ��}t Job 25142 PLAN VIEW Date: 7.29.05 TS AWNING FRAME TOP CONNECTION AT CORNER TS AWNING FRAME BOTTOM CONNECTION AT CORNER 3 MOMENT FRAME CONNECTION DETAIL NO SCALE NO SCALE 14 JACK TRUSS DETAIL NO SCALE 5 HIP TRUSS DETAIL REVISED PERIVIIT SET NO SCALE � � NO SCAL S 251425703 251435202 251425703 25142S703 FEB 1 5, 20061 251425703 SPRINKLER LEGEND FBOL SIZE K- FACTOR TEMP RATING RESPONSE TYPE STYLE FIN15H TRIM MFR MODEL 51N# X FIRE SPRINKLER 3' PVC PIPE W/2 FEMALE S �Q ADAPTORS GLUED TO otu O � EACH END 4 THREADED c6 � O v 0 O r � Q� 0 NCO DPV -1 P G NOTE; STOCK ROOM FIXTURE KEY LENGTH AND DEPTH OF SHELVING IN STOCK ROOM VARIES, SEE STORE SPECIFIC FIXTURE FLOOR PLAN. 2 METAL SHELF WITH CONVEYOR DEPTH -\ /- HEIGHT M5C 42 9G 9G LENGTH METAL 5HELVING DEPTH - \ / HEIGHT M5 24 9G 120 1 LENGTH LEGEND 5EE MECHANICAL t ELECTRICAL DRAWING5 ® ® 5UPPLY AIR Z RETURN AIR FLUORE5CENT LIGHTING - 5EE LIGHTING SCHEDULE (DRAWING EO.1) FOR FIXTURE5 NOTED. ® 5PEAKER a EMERGENCY s LIGHTING EXIT LIGHTING O CAN LIGHT ,n WALL MOUNT LIGHT ❑ CANOPY DRIVE THRU LIGHT X FIRE SPRINKLER FA I I ME SHELF INSPECTOR'S TEST VALVE WITH 51TE GLA55 AND SPRINKLER ORIFICE POTTER HOMSTROBE LOCATE OUTSIDE CV -IFR 5HOTGUN -90 R15ER CHECK VALVE W/ (2) PRESS. GA. 4 DRAIN A55M8. CV -IF CHECK VALVE 0 2 -WAY F.D.C. CONNECTION, COORDINATE LOCATION W/ LOCAL FIRE JURISDICTION TYCO BFV -I SHUTOFF VALVES BACKFLOW PREVENTION DEVICE AS REQUIRED BY LOCAL AUTHORITY TEE FOR DOMESTIC /IRRIGATION WATER IF COMBINED WITH FIRE SERVICE ( 8 R15ER DETAIL TIE MAIN DRAIN AND INSPECTOR TEST TOGETHER AND PIPE TO THE EXTERIOR (NOT WITHIN ANY FENCED ENCLOSURE) TO PROTECT BUILDING ELEMENTS IN LOCATIONS WITH FREEZING CONDITIONS. PROVIDE AN ADJACENT DRY SYSTEM . WATER SERVICE ELEVATION \- INSIDE FACE OF WALL 18" NOTE: ORIENT FLANGE ON - - SUPPLY TO FIT RISER EQUIPMENT WITH VALVE PROJECTIONS PARALLEL TO PLAN WALL. COOLER/FREEZER DKY PENDENT 5PRINKLER SYSTEM PIPE TEE PLUG TYCO 05-C CONCEALED TYPE DRY PENDENT SPRINKLER, (NO SUBSTITUTIONS) 2 -NYLON ZIP -TIE 24" CLAMPS AS PER INSTALLATION MANUAL INSULATED FREEZER CEILING STRUCTURE 1 -3/4" DIA. SPRINKLER BARREL CLEARANCE HOLE TYCO D513 DRY SPRINKLER BOOT MT 2-1/4" SUPPORT SEALANT CUP CLEARANCE HOLE DEPTH 2 -1/2" DIA. SUPPORT CUP DRY TYPE CONC ED CLEARANCE HOLE PENDENT 5PRINKLER VERTICAL 5EPERATION ZONE5 O � STRUCTURE O 5PRINKLER MAIN PIPING Ct HVAC AND PLUMBING LIGHTS SPRINKLERS. GELLING SEE PLAN CONSTRUCTION AUTHORITY HAVING JURI5DICTION (AHJ) NAME: TELEPHONE: CONTACT PERSON: SYSTEM DESIGNED PER: WATER FLOW INFORMATION 50URCE OF TE5T DATA: (TEST OF RECORD MU5T BE WITHIN 90 DAY5 OF DRAWING 5UBMITTAL DATE) LOCATION OF TE5T: HYDRANT NUMBERS: DATE OF TE5T: TIME OF TE5T: STATIC PU55URE: P.5.1. RE51DUAL PRE55URE P.5.1. FLOW: G.P.M GENERAL NOTES 1. THIS DRAWING SHALL DEFINE THE LAYOUT OF THE BUILDING SPRINKLER SYSTEM AND SHALL BE THE BASIS OF THE SPRINKLER CONTRACTORS SHOP DRAWING AND OTHER DOCUMENTS. IT SHALL BE INCLUDED IN THE CONSTRUCTION DRAWINGS SUBMITTED TO WALGREEN5. PROJECT DRAWING FP 1. 1 MUST BE APPROVED BY WALGREEN5 PRIOR TO ANY FIRE PROTECTION PERMIT APPLICATION SUBMISSION TO THE AUTHORITY HAVING JURISDICTION. ARCHITECT OF RECORD SHALL BE RESPONSIBLE FOR DOWNLOADING THE CURRENT WALGREEN FP I . I BASE SHEET, INSERTING THE PROJECT SPECIFIC CEILING PLAN BACKGROUND IMAGE AND TRANSMITTING IT TO THE FIRE PROTECTION DESIGNER FOR COMPLETION OF THE ABOVE INFORMATION, SPRINKLER LOCATIONS AND PIPE LAYOUT. 2. VERIFY WITH WALGREEN5 PROJECT ARCHITECT FUR PROJECTS WITH SPECIAL, NON - PROTOTYPICAL DESIGN CONDITIONS SUCH AS BASEMENT STOCK ROOMS. PROTOTYPE STOCK ROOM SHALL ACCOMMODATE MERCHANDISE STORED TO 15 FEET ABOVE FINISH FLOOR AND SHALL BE PROTECTED AS A HIGH -PILED STORAGE REMOTE AREA. 3. DEVIATIONS FROM WALGREEN FIRE PROTECTION CRITERIA REQUIRED TO COMPLY WITH GOVERNING CODES AND /OR REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION SHALL BE SUBMITTED, IN WRITTING, TO WALGREEN5 PROJECT ARCHITECT. 4. IF HIGH -PILED STORAGE PERMIT OR LICENSE 15 REQUIRED BY AUTHORITY HAVING JURISDICTION, COMPLETE APPLICATION AS REQUIRED AND INCLUDE WITH OTHER SUBMITTALS TO WALGREEN5. 5. REFER TO STOCK ROOM FIXTURE KEY AND SITE SPECIFIC WALGREEN FIXTURE FLOOR PLAN, D 1. FUR FIXTURE LAYOUT AND DETAILS. G. REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM SYSTEM INFORMATION AND CIVIL DRAWINGS FOR FIRE MAIN SERVICE AND OTHER PROJECT 51TE COMPONENTS OF FIRE PROTECTION. 7. COORDINATE WITH CIVIL AND SURVEY FOR HYDRANT AND TAP LOCATIONS. SERVICE PIPING AND ITEMS SUCH AS ON -51TE PITS AND VALVES. 8. SPRINKLERS FOR BUILDING ELEMENTS SUBJECT TO FREEZING SHALL BE SERVED BY A DRY SYSTEM. 9. FIRE PROTECTION SYSTEM SHALL PROVIDE DENSITIES FOR HAZARDS DEFINED PER WATER SUPPLY AVAILABLE, WITH AUXILIARY PUMPS AS REQUIRED, BASED ON FLOW TESTS IDENTIFIED ON THIS DRAWING. 10. DRIVE -THRU PHARMACY CANOPY 50FFIT AREA SHALL BE 5PRINKLERED. PROVIDE SIDE WALL SPRINKLERS BELOW SOFFIT IF CANOPY IS OF NON - COMBUSTIBLE CONSTRUCTION. 1 1. EXTERIOR BUILDING ELEMENTS OF COMBU5TIBLE CONSTRUCTION SHALL BE 5PRI N KLERED. WATER DEN51TIE5 AND 5PRINKLER 5PECIFICATION5 GENERAL 5ALE5: SPRINKLERS IN THE GENERAL SALES AREA SHALL PROVIDE A DENSITY OF 0.20 GPM PER 5F CALCULATED OVER THE M05T HYDRAULICALLY DEMANDING 1.500 5F (OR 5 SPRINKLERS MINUMUM) PER NFPA 13, 2002 EDITION, ORDINARY HAZARD GROUP II (FIGURE 1 1 .2.3.1 .5 4 SECTION 1 1.2.3.2.2.4). SPRINKLERS SHALL BE SERIES EC- I I OR EC -14, 155 F 168C EXTENDED COVERAGE ORDINARY HAZARD RECESSED PENDENT, STYLE 40, IN WHITE POLYESTER FIN15H PER TYCO FIRE 4 BUILDING PRODUCTS DATA SHEET TFP 220. SPRINKLERS SHALL BE SPACED AT A MAXIMUM OF 16 FEET ON CENTER, COORDINATED PER CEILING PLAN. PHARMACY 4 PATIENT SEATING: SPRINKLERS IN THE PHARMACY 4 PATIENT SEATING AREA5 SHALL PROVIDE A DENSITY OF 0.20 GPM PER 5F PER NFPA 13, 2002 EDITION, ORDINARY HAZARD GROUP II (FIGURE 1 I .2.3.1 .5). 5PRINKLER5 SHALL BE SERIES RFIi, CONCEALED, STANDARD COVERAGE (I 30 MAXIMUM SPACING), QUICK RESPONSE, 155F/68C SPRINKLER WITH 1 35F/57C COVER PLATE. COVER PLATE SHALL BE WHITE FINISH, PER TYCO FIRE 4 BUILDING PRODUCTS DATA SHEET TFP 181. SERVICE AREAS 4 PHOTO: 5PRINKLER5 IN SERVICE AREAS SHALL PROVIDE A DENSITY OF O. 10 GPM PER SF PER NFPA 15, 2002 EDITION, LIGHT HAZARD (FIGURE 1 1 .2.3.1 .5). SPRINKLERS SHALL BE SERIES RFII, CONCEALED, STANDARD COVERAGE (225 5F MAXIMUM SPACING), QUICK RESPONSE. 1 55F/68C 5PRINKLER WITH 135F/57C COVER PLATE. COVER PLATE SHALL BE WHITE FINISH, PER TYCO FIRE 4 BUILDING PRODUCTS DATA SHEET TFP 181. GENERAL STOCK: SPRINKLERS IN THE GENERAL STOCK AREA SHALL PROVIDE A DENSITY OF 0.35 GPM PER 5F CALCULATED OVER THE ENTIRE STOCK AREA, BASED ON NFPA 13, 2002 EDITION, FIGURE 12.3.2.1.2 AND FIGURE 1 2.3.2. 1 .2(d) CURVE "G" (0.58 GPM/5F OVER 2.000 Sr. DENSITY 15 REDUCED PER NFPA 13 FIGURE 1 2.3.2.1 .5. 1 TO 0.58 GPM15F x GO% = 0.348 GPM/5F, ROUNDED UP TO 0.35 GPM/5F.) 5PRINKLER5 SHALL BE SERIES ELO -231 B, STANDARD RESPONSE, 286F/ 141 C BRASS FINISH SPRINKLER PER TYCO FIRE 4 BUILDING PRODUCTS DATA SHEET TFP 342. NO IN -RACK SPRINKLERS ARE USED. CEILING SPRINKLER DEFLECTORS SHALL BR LOCATED i" TO 1 2" FROM ROOF DECK PER NFPA 13(8.G.4. 1 .1 .1 .). A MINIMUM CLEARANCE OF 18" FROM DEFLECTOR TO TOP OF PILE SHALL BE MAINTAINED PER NFPA 13(8.6.6. I J. SPRINKLERS ARE PLACED OVER AISLES. , a` ,-,, �. 5HER ' IF tIEREBY CERTIFY THAT TH15 N AND 5PECIFICATION WA5 PREPARED BY ME OR P DER MY DIRECT PERV1510N AND THAT I , y DULY KEG15TERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH A5 51GNED BY MY HAND AND SEAL. 0 0 fL � 09 ,n 0) RISER MOUNTED w COMPRESSOR- 3' PVC PIPE W/2 FEMALE S �Q ADAPTORS GLUED TO otu O � EACH END 4 THREADED c6 � O v 0 O r � Q� 0 NCO DPV -1 P G ca DRY PIPE 00 SIGHT 3 VALVE "SPRINKLER DRAWINGS" O E . ca 0 TIE MAIN DRAIN AND INSPECTOR TEST TOGETHER AND PIPE TO THE EXTERIOR (NOT WITHIN ANY FENCED ENCLOSURE) TO PROTECT BUILDING ELEMENTS IN LOCATIONS WITH FREEZING CONDITIONS. PROVIDE AN ADJACENT DRY SYSTEM . WATER SERVICE ELEVATION \- INSIDE FACE OF WALL 18" NOTE: ORIENT FLANGE ON - - SUPPLY TO FIT RISER EQUIPMENT WITH VALVE PROJECTIONS PARALLEL TO PLAN WALL. COOLER/FREEZER DKY PENDENT 5PRINKLER SYSTEM PIPE TEE PLUG TYCO 05-C CONCEALED TYPE DRY PENDENT SPRINKLER, (NO SUBSTITUTIONS) 2 -NYLON ZIP -TIE 24" CLAMPS AS PER INSTALLATION MANUAL INSULATED FREEZER CEILING STRUCTURE 1 -3/4" DIA. SPRINKLER BARREL CLEARANCE HOLE TYCO D513 DRY SPRINKLER BOOT MT 2-1/4" SUPPORT SEALANT CUP CLEARANCE HOLE DEPTH 2 -1/2" DIA. SUPPORT CUP DRY TYPE CONC ED CLEARANCE HOLE PENDENT 5PRINKLER VERTICAL 5EPERATION ZONE5 O � STRUCTURE O 5PRINKLER MAIN PIPING Ct HVAC AND PLUMBING LIGHTS SPRINKLERS. GELLING SEE PLAN CONSTRUCTION AUTHORITY HAVING JURI5DICTION (AHJ) NAME: TELEPHONE: CONTACT PERSON: SYSTEM DESIGNED PER: WATER FLOW INFORMATION 50URCE OF TE5T DATA: (TEST OF RECORD MU5T BE WITHIN 90 DAY5 OF DRAWING 5UBMITTAL DATE) LOCATION OF TE5T: HYDRANT NUMBERS: DATE OF TE5T: TIME OF TE5T: STATIC PU55URE: P.5.1. RE51DUAL PRE55URE P.5.1. FLOW: G.P.M GENERAL NOTES 1. THIS DRAWING SHALL DEFINE THE LAYOUT OF THE BUILDING SPRINKLER SYSTEM AND SHALL BE THE BASIS OF THE SPRINKLER CONTRACTORS SHOP DRAWING AND OTHER DOCUMENTS. IT SHALL BE INCLUDED IN THE CONSTRUCTION DRAWINGS SUBMITTED TO WALGREEN5. PROJECT DRAWING FP 1. 1 MUST BE APPROVED BY WALGREEN5 PRIOR TO ANY FIRE PROTECTION PERMIT APPLICATION SUBMISSION TO THE AUTHORITY HAVING JURISDICTION. ARCHITECT OF RECORD SHALL BE RESPONSIBLE FOR DOWNLOADING THE CURRENT WALGREEN FP I . I BASE SHEET, INSERTING THE PROJECT SPECIFIC CEILING PLAN BACKGROUND IMAGE AND TRANSMITTING IT TO THE FIRE PROTECTION DESIGNER FOR COMPLETION OF THE ABOVE INFORMATION, SPRINKLER LOCATIONS AND PIPE LAYOUT. 2. VERIFY WITH WALGREEN5 PROJECT ARCHITECT FUR PROJECTS WITH SPECIAL, NON - PROTOTYPICAL DESIGN CONDITIONS SUCH AS BASEMENT STOCK ROOMS. PROTOTYPE STOCK ROOM SHALL ACCOMMODATE MERCHANDISE STORED TO 15 FEET ABOVE FINISH FLOOR AND SHALL BE PROTECTED AS A HIGH -PILED STORAGE REMOTE AREA. 3. DEVIATIONS FROM WALGREEN FIRE PROTECTION CRITERIA REQUIRED TO COMPLY WITH GOVERNING CODES AND /OR REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION SHALL BE SUBMITTED, IN WRITTING, TO WALGREEN5 PROJECT ARCHITECT. 4. IF HIGH -PILED STORAGE PERMIT OR LICENSE 15 REQUIRED BY AUTHORITY HAVING JURISDICTION, COMPLETE APPLICATION AS REQUIRED AND INCLUDE WITH OTHER SUBMITTALS TO WALGREEN5. 5. REFER TO STOCK ROOM FIXTURE KEY AND SITE SPECIFIC WALGREEN FIXTURE FLOOR PLAN, D 1. FUR FIXTURE LAYOUT AND DETAILS. G. REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM SYSTEM INFORMATION AND CIVIL DRAWINGS FOR FIRE MAIN SERVICE AND OTHER PROJECT 51TE COMPONENTS OF FIRE PROTECTION. 7. COORDINATE WITH CIVIL AND SURVEY FOR HYDRANT AND TAP LOCATIONS. SERVICE PIPING AND ITEMS SUCH AS ON -51TE PITS AND VALVES. 8. SPRINKLERS FOR BUILDING ELEMENTS SUBJECT TO FREEZING SHALL BE SERVED BY A DRY SYSTEM. 9. FIRE PROTECTION SYSTEM SHALL PROVIDE DENSITIES FOR HAZARDS DEFINED PER WATER SUPPLY AVAILABLE, WITH AUXILIARY PUMPS AS REQUIRED, BASED ON FLOW TESTS IDENTIFIED ON THIS DRAWING. 10. DRIVE -THRU PHARMACY CANOPY 50FFIT AREA SHALL BE 5PRINKLERED. PROVIDE SIDE WALL SPRINKLERS BELOW SOFFIT IF CANOPY IS OF NON - COMBUSTIBLE CONSTRUCTION. 1 1. EXTERIOR BUILDING ELEMENTS OF COMBU5TIBLE CONSTRUCTION SHALL BE 5PRI N KLERED. WATER DEN51TIE5 AND 5PRINKLER 5PECIFICATION5 GENERAL 5ALE5: SPRINKLERS IN THE GENERAL SALES AREA SHALL PROVIDE A DENSITY OF 0.20 GPM PER 5F CALCULATED OVER THE M05T HYDRAULICALLY DEMANDING 1.500 5F (OR 5 SPRINKLERS MINUMUM) PER NFPA 13, 2002 EDITION, ORDINARY HAZARD GROUP II (FIGURE 1 1 .2.3.1 .5 4 SECTION 1 1.2.3.2.2.4). SPRINKLERS SHALL BE SERIES EC- I I OR EC -14, 155 F 168C EXTENDED COVERAGE ORDINARY HAZARD RECESSED PENDENT, STYLE 40, IN WHITE POLYESTER FIN15H PER TYCO FIRE 4 BUILDING PRODUCTS DATA SHEET TFP 220. SPRINKLERS SHALL BE SPACED AT A MAXIMUM OF 16 FEET ON CENTER, COORDINATED PER CEILING PLAN. PHARMACY 4 PATIENT SEATING: SPRINKLERS IN THE PHARMACY 4 PATIENT SEATING AREA5 SHALL PROVIDE A DENSITY OF 0.20 GPM PER 5F PER NFPA 13, 2002 EDITION, ORDINARY HAZARD GROUP II (FIGURE 1 I .2.3.1 .5). 5PRINKLER5 SHALL BE SERIES RFIi, CONCEALED, STANDARD COVERAGE (I 30 MAXIMUM SPACING), QUICK RESPONSE, 155F/68C SPRINKLER WITH 1 35F/57C COVER PLATE. COVER PLATE SHALL BE WHITE FINISH, PER TYCO FIRE 4 BUILDING PRODUCTS DATA SHEET TFP 181. SERVICE AREAS 4 PHOTO: 5PRINKLER5 IN SERVICE AREAS SHALL PROVIDE A DENSITY OF O. 10 GPM PER SF PER NFPA 15, 2002 EDITION, LIGHT HAZARD (FIGURE 1 1 .2.3.1 .5). SPRINKLERS SHALL BE SERIES RFII, CONCEALED, STANDARD COVERAGE (225 5F MAXIMUM SPACING), QUICK RESPONSE. 1 55F/68C 5PRINKLER WITH 135F/57C COVER PLATE. COVER PLATE SHALL BE WHITE FINISH, PER TYCO FIRE 4 BUILDING PRODUCTS DATA SHEET TFP 181. GENERAL STOCK: SPRINKLERS IN THE GENERAL STOCK AREA SHALL PROVIDE A DENSITY OF 0.35 GPM PER 5F CALCULATED OVER THE ENTIRE STOCK AREA, BASED ON NFPA 13, 2002 EDITION, FIGURE 12.3.2.1.2 AND FIGURE 1 2.3.2. 1 .2(d) CURVE "G" (0.58 GPM/5F OVER 2.000 Sr. DENSITY 15 REDUCED PER NFPA 13 FIGURE 1 2.3.2.1 .5. 1 TO 0.58 GPM15F x GO% = 0.348 GPM/5F, ROUNDED UP TO 0.35 GPM/5F.) 5PRINKLER5 SHALL BE SERIES ELO -231 B, STANDARD RESPONSE, 286F/ 141 C BRASS FINISH SPRINKLER PER TYCO FIRE 4 BUILDING PRODUCTS DATA SHEET TFP 342. NO IN -RACK SPRINKLERS ARE USED. CEILING SPRINKLER DEFLECTORS SHALL BR LOCATED i" TO 1 2" FROM ROOF DECK PER NFPA 13(8.G.4. 1 .1 .1 .). A MINIMUM CLEARANCE OF 18" FROM DEFLECTOR TO TOP OF PILE SHALL BE MAINTAINED PER NFPA 13(8.6.6. I J. SPRINKLERS ARE PLACED OVER AISLES. , a` ,-,, �. 5HER ' IF tIEREBY CERTIFY THAT TH15 N AND 5PECIFICATION WA5 PREPARED BY ME OR P DER MY DIRECT PERV1510N AND THAT I , y DULY KEG15TERED ARCHITECT UNDER THE LAWS OF THE STATE OF UTAH A5 51GNED BY MY HAND AND SEAL. TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING I N5TALLATION NOTES I. IN5TALLATION OF MECHANICAL AND PLUMBING WORK 5HALL CONFORM TO VERTICAL 5EPARATION ZONE5. 2. 5PRINKLER5 ARE NOT REQUIRED TO BE PLACED IN THE CENTER OF ACOU5TIC TILE5. 5PRINKLER5 LE55 THAN 7 FEET ABOVE FINI5HED FLOOR 5HALL BE PROTECTED WITH GUARD5. NO 5PRINKLER PIPING 5HALL BE EXP05ED IN SPACES WITH FIN15HED CEILINGS. 3. WALGREEN5 5HALL LOCATE THE FIELD - DRILLED HOLES FOR DRY PENDENT 5PRINKLER5 WITHIN COOLER/FREEZER ROOF PANEL5. PROVIDE 5WING JOINTS AT DROP5 ABOVE COOLER CON5TRUCTION TO ALIGN WITH DRY PENDENT 5PRINKLER LOCATIONS. 4. ALL 5PRINKLER5 5HALL BE INSTALLED WITH MANUFACTURE K5 WRENCH AND /OR MANUFACTURER REQUIRED METHOD DE51GNATED FOR THAT PARTICULAR 5PRINKLER. ANY 5PRINKLER INSTALLED WITH OTHER MEANS OR DAMAGED IN ANY MANNER 5HALL BE REPLACED AT NO CO5T TO WALGREEN5 DOCUMENT HOLDER DETAIL 0 0 U V rn ' -- 0 3' PVC PIPE W/2 FEMALE O ADAPTORS GLUED TO O � EACH END 4 THREADED c6 � O v PLUGS TURNED INTO O r � Q� 0 O rd+ ca 7 00 STRAPS. LABEL TUBE; 1 B "AFF "SPRINKLER DRAWINGS" r) w E . ca 0 00 it N W E Lcl\ E V O � _rZ TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING I N5TALLATION NOTES I. IN5TALLATION OF MECHANICAL AND PLUMBING WORK 5HALL CONFORM TO VERTICAL 5EPARATION ZONE5. 2. 5PRINKLER5 ARE NOT REQUIRED TO BE PLACED IN THE CENTER OF ACOU5TIC TILE5. 5PRINKLER5 LE55 THAN 7 FEET ABOVE FINI5HED FLOOR 5HALL BE PROTECTED WITH GUARD5. NO 5PRINKLER PIPING 5HALL BE EXP05ED IN SPACES WITH FIN15HED CEILINGS. 3. WALGREEN5 5HALL LOCATE THE FIELD - DRILLED HOLES FOR DRY PENDENT 5PRINKLER5 WITHIN COOLER/FREEZER ROOF PANEL5. PROVIDE 5WING JOINTS AT DROP5 ABOVE COOLER CON5TRUCTION TO ALIGN WITH DRY PENDENT 5PRINKLER LOCATIONS. 4. ALL 5PRINKLER5 5HALL BE INSTALLED WITH MANUFACTURE K5 WRENCH AND /OR MANUFACTURER REQUIRED METHOD DE51GNATED FOR THAT PARTICULAR 5PRINKLER. ANY 5PRINKLER INSTALLED WITH OTHER MEANS OR DAMAGED IN ANY MANNER 5HALL BE REPLACED AT NO CO5T TO WALGREEN5 DOCUMENT HOLDER DETAIL 0 0 z V rn ' V ' 3' PVC PIPE W/2 FEMALE O ADAPTORS GLUED TO O EACH END 4 THREADED PLUGS TURNED INTO r � Q� 0 w TO WALL W/ METAL co '-. STRAPS. LABEL TUBE; 1 B "AFF "SPRINKLER DRAWINGS" r) w E . ca 0 W TH15 DRAWING HA5 BEEN 155UED FOR: REVIEW PERMITTING I N5TALLATION NOTES I. IN5TALLATION OF MECHANICAL AND PLUMBING WORK 5HALL CONFORM TO VERTICAL 5EPARATION ZONE5. 2. 5PRINKLER5 ARE NOT REQUIRED TO BE PLACED IN THE CENTER OF ACOU5TIC TILE5. 5PRINKLER5 LE55 THAN 7 FEET ABOVE FINI5HED FLOOR 5HALL BE PROTECTED WITH GUARD5. NO 5PRINKLER PIPING 5HALL BE EXP05ED IN SPACES WITH FIN15HED CEILINGS. 3. WALGREEN5 5HALL LOCATE THE FIELD - DRILLED HOLES FOR DRY PENDENT 5PRINKLER5 WITHIN COOLER/FREEZER ROOF PANEL5. PROVIDE 5WING JOINTS AT DROP5 ABOVE COOLER CON5TRUCTION TO ALIGN WITH DRY PENDENT 5PRINKLER LOCATIONS. 4. ALL 5PRINKLER5 5HALL BE INSTALLED WITH MANUFACTURE K5 WRENCH AND /OR MANUFACTURER REQUIRED METHOD DE51GNATED FOR THAT PARTICULAR 5PRINKLER. ANY 5PRINKLER INSTALLED WITH OTHER MEANS OR DAMAGED IN ANY MANNER 5HALL BE REPLACED AT NO CO5T TO WALGREEN5 DOCUMENT HOLDER DETAIL z Z 3' PVC PIPE W/2 FEMALE ip ADAPTORS GLUED TO N EACH END 4 THREADED PLUGS TURNED INTO ADAPTORS. SECURE PIPE TO WALL W/ METAL STRAPS. LABEL TUBE; 1 B "AFF "SPRINKLER DRAWINGS" FIRE HAZARD CLA551NCATION INFORMATION 1. THE BULK OF MERCHANDISE 15 RECEIVED DETRA5HED IN PLASTIC TOTES WITH THE EXCEPTION OF BULK ITEMS SUCH AS PAPER GOODS WHICH ARE RECEIVED IN THEIR ORIGINAL CORRUGATED CARDBOARD BOXES. BULK ITEMS COMPRISE NOT GREATER THAN 10%, BY WEIGHT, OF THE DELIVERY. 2. ITEMS RECEIVED IN TOTES ARE IMMEDIATELY PLACED ON SALES FLOOR WITH EXCE55 PRODUCT STORED IN THE STOCK ROOM. PLASTIC TOTES ARE EMPTIED, STACKED AND AS A GENERAL RULE, PLACED IN AN EXTERIOR CORRAL FOR RETURN TO THE DISTRIBUTION CENTER UPON THE NEXT STORE DELIVERY. BULK ITEMS THAT CAN NOT BE IMMEDIATELY PLACED ON THE SALES FLOOR ARE AL50 STORED IN THE STOCK ROOM. 3. PRODUCTS STORED ARE CLA55 111, WITH MINIMAL EXCEPTIONS OF CLA55 IV, SUCH AS LEVEL 2 AEROSOLS AND PRODUCTS CONTAINING GROUP A AND GROUP B PLASTICS. 4. THE BULK OF GROUP A PLASTIC STORED IS PACKAGING AND LIMITED PLASTIC PARTS. THE PERCENTAGE BY WEIGHT OF UNEXPANDED PLASTIC 15 LE55 THAN 15% WITH NO APPRECIABLE VOLUME OF EXPANDED PLASTICS. IN ACCORDANCE WITH IFC SECTION 2303.7.4 AND FIGURE 2303.7.4 THE PRODUCTS STORED MEET A CLA55 IV COMMODITY CLASSIFICATION. 5. COMMODITIES STORED IN HIGH -PILED REMOTE AREA ARE CLA55 1 THROUGH IV, NON - ENCAPSULATED. SPRINKLER DE51GN 15 BASED ON CLA55 IV, WORST CASE AS ALL CIA55 IV AS DEFINED IN IFC 2303.2 THROUGH 2303.6, IN A MIXED ARRAY. G. STORAGE CONFIGURATION 15 FLOOR SUPPORTED, METAL, SINGLE -ROW OR WALL RACK5 WITH METAL SHELVING WITH GREATER THAN 50% OPENINGS ALIGNED WITH AISLES AS DEFINED ON WALGREEN FIXTURE PLAN. 7. NO FORKLIFTS ARE UTILIZED AND ALL STOCK 15 HAND PLACED. THE STOCK ROOM 15 SECURED AT ALL TIMES AND 15 ACCESSIBLE ONLY TO STAFF AND STAFF SUPERVISED VISITORS. CON5TRUCTION APPROVAL REVI51ON5: PROJECT No.: 05 -OOE DATE: 01 / I G /OG SHEET TITLE: FIRE PROTECTION PLAN SHEEP No.: - -- fp I LEGEND { { � i M 2 LANE DRIVE -THRU ` SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF CANOPY & 1 680 CFM ISLAND FOR PNEUMATIC TUBE 13 EIN�I 6 18"x18" RAG Y SAG � ' f 4 - - - -- G G G G - - - -- -- G ;_ 340 CFM r 6 2005 CFM O O2 MEN 180 CFM r - 1 O18 "x 18" SAG " r 11 r - r - -i 6 9 195" CFM 9 22 x46 RAG 184 450 CFM 450 CFM 325 CFM 9x9 SAG 9 "x9" EAG ®� 100 G 120 L J 15 x15 SAG L J 15 x15 SAG " " © j ®� 10(8 ELECTRICAL 9 x9 RAG 2O L J r -� EQUIPMENT 140 120 12x8 w i 1 1 O 3,40 ROOM G RTU -4 �I r - r ... _ L J 1 q� 18 x 1 (7.5 TON) ....., L�J z `0 r– 1 2800 CFM ; :� z L _ J 2 15 "x15" SAG is X01 EF EMPLOYEE �_/ – r 440 CFM 140 70 ,. ( i ®i EF 90 ®; 6 80� ROOM 2 3 -WAY 9x9 SAG _ J 110 CFM r - r r n ...... r _. l ........... ........: 20 185 CFM 9 "x9" SAG ®� 9x9 RAG ®� L _ J ®� 450 CFM r WOMEN L J L_J 80 2 15 "x15" SAG G 120 -J 0 15 "x15" SAG �_; 325 CFM B0 OFFICE 440 CFM O 155 CFM 3 -WAY 12 180 CFM - 0 6 9 "x9" EAG O 110 "CFM ' 120 E -------------------- EVAPOR UNIT 14 "x8" SAG 555 CFM �1 14 "x8" SAG 555 CFM © 945 CFM EACH 21 "x21" RAG (POSITION GRILLES ABOVE PHOTO EQUIPMENT LOCATION) 180 n12N12" 6 "x6" SAG X 1® 0 - - -- --------- - - - --- - - - - - -- - G 40 CFM TROOP _ 50 CFM L ®-J 6 "x6" EAG 0 5' x0 CF 2 4 CFM i SAG �15 5'05" SAG 1201 CD I T Z L J L 6 2765 CFM r - 120 O 590 CFM w 9 28 "x 18" RAG � _ ,� 120 120 15"05" 15 SAG A 7 160 N i N N i N 9 x9 SAG r ®� O 450 CFM i 14 6 9 "x9" EAG L _ J 15 "x 15" SAG 120► RTU - 4 50 i911; EF 80 160 I r - � 501 ----------- - - - - -- - - - - -- - - -- - - - - -- 14 "x8" SAG 160 555 CFM 6 3000 CFM 6 97 CFM 9 22 "x46" 5 RAG 9 2"x46" RAG RTU -5 180 - - - -, 180 r - -- , (8.5 TON) 2" [ `1 1 -1 /2" i� (15 TON) 3200 CFM - 5500 CFM 80 G G 1 . 8 ...........' ................. ........... ......... ... ..�.......... A r - - - -- - -- .. -- - -- - �- -- :A� - - - - -- - 180 - -- 180 ....................... '.-.. l r' D4 ..... .. '`y. O � .... 180 ....... ........ 1 RTU 2 G : ................. ............ :.... . (10 TON) O 470 CFM 1 -1/2" U -3 O 590 CFM 3500 CFM 1_5"x15" SAG 120 15"05" SAG ®� I 1201 r IR I ® L J I L_J I L_J 160 Li ..................... z RETURN 1- 1/4 "::= ' G f r ® -, J i GAS WITH VALVE u ' ................. 2 " 0 ............................. TO TYPICAL O© RTU -5C� __j SENSOR FOR THERMOSTAT; SEE CONTROL `L 14 "x8" SAG � N 555 CFM 200 I GENERAL SALES ; Li AIR HANDLING UNIT � AIR CURTAIN CFM G A 7 160 N i N N i N 9 x9 SAG r ®� O 450 CFM i 14 6 9 "x9" EAG L _ J 15 "x 15" SAG 120► RTU - 4 50 i911; EF 80 160 I r - � 501 ----------- - - - - -- - - - - -- - - -- - - - - -- 14 "x8" SAG 160 555 CFM 6 3000 CFM 6 97 CFM 9 22 "x46" 5 RAG 9 2"x46" RAG RTU -5 180 - - - -, 180 r - -- , (8.5 TON) 2" [ `1 1 -1 /2" i� (15 TON) 3200 CFM - 5500 CFM 80 G G 1 . 8 ...........' ................. ........... ......... ... ..�.......... A r - - - -- - -- .. -- - -- - �- -- :A� - - - - -- - 180 - -- 180 ....................... '.-.. l r' D4 ..... .. '`y. O � .... 180 ....... ........ 1 RTU 2 G : ................. ............ :.... . (10 TON) O 470 CFM 1 -1/2" U -3 O 590 CFM 3500 CFM 1_5"x15" SAG 120 15"05" SAG ®� I 1201 r IR I ® L J I L_J I L_J 160 CFM FROM 1 SALES 1 " r 3200 CFM SALES 2400 CFM G G 24 "x48" RAG :............................. ® 100 L RTU -1 160 S H 1 -1 4" T RTU 6 G 200 G G G O I �) a L _ J O 945 CFM r - L -� ..... ..... ..... ! 21 x21 RAG 160 360 CFM 100 120 ...... ......... ` ; --► L 1J 3/ L (3 TON) O 360 CFM } 1050 CFM y 12 "x 12" SAG L _ J 0 SEE CIVIL PLANS FOR CONTINUATION rol J -------------------- 14'x8" SAG 5 GAS PIPE � 555 CFM SIZED AT 942,430 BTUH 1131 CFH 200 FEET PIPE LENGTH 4 OZ. PRESSURE ............ ...... .� I L_J 1'4 Q2 CFM rl 21 x21 RAG 90 0 90 EH -1 485 CFM 15"x15" SAG 1_. 185 CFM 9 "x9" SAG RTU -3 T -1 \ / RTU -5 \ / I T -1 T -3 EH 1 I 1 � T -1 T -1 RTU -2 / \�\ RTU 1 NOTE: RTU -3 THERMOSTAT IN OFFICE TO BE CONTROLLER. PROVIDE 6" SPACE BETWEEN THERMOSTATS FOR SERVICE. 5 09 22 "x6" SAG 300 CFM 5 @a 22 "x6" SAG 300 CFM 5 @a 22 "x6" SAG 300 CFM 5 @a 22 "x6" SAG 300 CFM - - - -� 0 12"x12" SAG 6 2815 CFM 360 "CFM ® 120 9 22 "x46" RAG L J 12 x12 SAG 120 � O 100 100 180 180 160 J � c� 0 " SAD 1200 CFM SAD 90 9 90 1200 CFM 5 5 @a @a 22 "x6" SAG 22 "x6" SAG 300 CFM 300 CFM FLOOR PLAN - MECHANICAL SCALE 1/8" = 1' -0" 5 OD 22 "x6" SAG 300 CFM ® SUPPLY AIR z RETURN GAS VALVE ABOVE f MANUAL DAMPER 2O 470 CFM 120 GAS WITH VALVE ROOF AT UNIT. MOTOR OUTSIDE AIR INTAKE TO BE SIZED FOR A 100% OF OUTSIDE 15 "x15" SAG TO TYPICAL DRAWING M2.2. 5. ALL DUCTWORK TO BE GALVANIZED SHEET METAL. (LINED SENSOR FOR THERMOSTAT; SEE CONTROL OS DIAGRAM, DWG.M2.2, (MOUNT 6' -0" UP ON cy Q COLUMN) OR UNLESS NOTED OTHERWISE. I GENERAL SALES ; COSMETICS AIR HANDLING UNIT AC AIR CURTAIN CFM CUBIC FEET PER MINUTE L0 0 CONDENSING UNIT I I 160 0 140 ELECTRIC WALL HEATER FD FIRE DAMPER WITH ACCESS DOOR SAD SUPPLY AIR DIFFUSER SAG SUPPLY AIR GRILLE SAR A 16 SF SUPPLY FAN RAG 0 590 CFM EAG EXHAUST AIR GRILLE ( ROOF TOP UNIT 15 15" SAG EVAPORATOR UNIT BE KEPT TO A MINIMUM. SEE DETAILS 6/M2.1 & 8/M2.1. i i r I z . 120 ACCEPTED. 120 14. PROVIDE THERMOSTAT AND SENSOR TAG TO THE UNIT SERVED. 15. ELECTRIC WALL HEATERS (EWH) ARE PROVIDED UNDER THE ®, 120 _ r ®I EVAPORATOR O 470 CFM 2O 470 CFM UNIT 15 "05" SAG 15 "x15" SAG 18. ALL NON -AIR CONDITIONING COMPRESSORS LISTED WITH --------------- - ---- -- - - - -- -- - - - -- - - - .............. - - --------------------- 1 14X5 RISER 12X12 :................ GRILLE 400 ...... �\ O RTU-1 ; ' �� '; (8.5 TON) (DIRECT TO METAL), NON - SPECULAR BLACK PAINT. CFM FROM 1 SALES 1 " r 3200 CFM SALES 2400 CFM G G 24 "x48" RAG :............................. ® 100 L RTU -1 160 S H 1 -1 4" T RTU 6 G 200 G G G O I �) a L _ J O 945 CFM r - L -� ..... ..... ..... ! 21 x21 RAG 160 360 CFM 100 120 ...... ......... ` ; --► L 1J 3/ L (3 TON) O 360 CFM } 1050 CFM y 12 "x 12" SAG L _ J 0 SEE CIVIL PLANS FOR CONTINUATION rol J -------------------- 14'x8" SAG 5 GAS PIPE � 555 CFM SIZED AT 942,430 BTUH 1131 CFH 200 FEET PIPE LENGTH 4 OZ. PRESSURE ............ ...... .� I L_J 1'4 Q2 CFM rl 21 x21 RAG 90 0 90 EH -1 485 CFM 15"x15" SAG 1_. 185 CFM 9 "x9" SAG RTU -3 T -1 \ / RTU -5 \ / I T -1 T -3 EH 1 I 1 � T -1 T -1 RTU -2 / \�\ RTU 1 NOTE: RTU -3 THERMOSTAT IN OFFICE TO BE CONTROLLER. PROVIDE 6" SPACE BETWEEN THERMOSTATS FOR SERVICE. 5 09 22 "x6" SAG 300 CFM 5 @a 22 "x6" SAG 300 CFM 5 @a 22 "x6" SAG 300 CFM 5 @a 22 "x6" SAG 300 CFM - - - -� 0 12"x12" SAG 6 2815 CFM 360 "CFM ® 120 9 22 "x46" RAG L J 12 x12 SAG 120 � O 100 100 180 180 160 J � c� 0 " SAD 1200 CFM SAD 90 9 90 1200 CFM 5 5 @a @a 22 "x6" SAG 22 "x6" SAG 300 CFM 300 CFM FLOOR PLAN - MECHANICAL SCALE 1/8" = 1' -0" 5 OD 22 "x6" SAG 300 CFM ® SUPPLY AIR z RETURN AIR f MANUAL DAMPER —G---m- GAS WITH VALVE 4. HVAC ROOF -TOP UNIT TO INCLUDE FLEXIBLE CONNECTIONS. MOTOR OUTSIDE AIR INTAKE TO BE SIZED FOR A 100% OF OUTSIDE THERMOSTAT (MOUNT 5' -0" UP, UNLESS TO OTHERWISE NOTED) SEE CONTROL DIAGRAM, DRAWING M2.2. 5. ALL DUCTWORK TO BE GALVANIZED SHEET METAL. (LINED SENSOR FOR THERMOSTAT; SEE CONTROL OS DIAGRAM, DWG.M2.2, (MOUNT 6' -0" UP ON 6. EACH HVAC UNIT TO HAVE ITS OWN CONTROLS. COLUMN) OR UNLESS NOTED OTHERWISE. GAS METERI GAS METER AHU AIR HANDLING UNIT AC AIR CURTAIN CFM CUBIC FEET PER MINUTE CU CONDENSING UNIT EF EXHAUST FAN EH ENTRANCE HEATER EWH ELECTRIC WALL HEATER FD FIRE DAMPER WITH ACCESS DOOR SAD SUPPLY AIR DIFFUSER SAG SUPPLY AIR GRILLE SAR SUPPLY AIR REGISTER SF SUPPLY FAN RAG RETURN AIR GRILLE EAG EXHAUST AIR GRILLE RTU ROOF TOP UNIT UH UNIT HEATER NOTES 1. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2. SEE ALL OTHER DRAWINGS AND WALGREENS SPECIFICATIONS FOR ADDITIONAL WORK OR CLARIFICATION OF NECESSARY WORK. FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 3. ALL FRESH AIR INTAKES ON ROOF SHALL BE LOCATED A MINIMUM OF 15' -0" AWAY FROM ANY EXHAUST DUCT, BLOWER DISCHARGE, PLUMBING VENT, ETC. YA 9 YA YA YA 4. HVAC ROOF -TOP UNIT TO INCLUDE FLEXIBLE CONNECTIONS. YA OUTSIDE AIR INTAKE TO BE SIZED FOR A 100% OF OUTSIDE AIR FOR ECONOMIZER SYSTEMS. SALE R. WIL.DE CO. 5. ALL DUCTWORK TO BE GALVANIZED SHEET METAL. (LINED DUCTWORK WILL NOT BE ACCEPTED) cc aul-Twao 6. EACH HVAC UNIT TO HAVE ITS OWN CONTROLS. "" sows 700 un pos wssar, yr s 8L107 !®Oils (Sol) sK nx (Sol) "I 7. DO NOT INSTALL EQUIPMENT, DUCTWORK, PIPE, CONDUIT, ETC. AT ROOF HATCH LADDER AREA. 8. AIR INTAKE & EXHAUST THRU ROOF FOR GAS FIRED WATER HEATER (IF APPLICABLE), SEE SHEET P1.1, DETAILS 2/P2.1 & 6A/P2.1. PROVIDED BY PLUMBING CONTRACTOR. 9. HVAC UNITS MUST BE INSTALLED LEVEL ON ROOF. 10. THERMOSTAT SENSOR WIRING TO BE RUN INSIDE PIPE COLUMNS. 1 1. DO NOT INSTALL SUPPLY AIR DIFFUSERS IN CEILING PANEL ADJACENT TO ROW OF LIGHT FIXTURES. COORDINATE DIFFUSERS WITH REFLECTED CEILING PLAN ON ARCH. DRAWING. 12. FLEXIBLE DUCT LENGTH NOT TO EXCEED A MAXIMUM OF 7' -0" USE ONLY ON FINAL SUPPLY AIR RUN OFF FROM BRANCH DUCT TO SUPPLY AIR DIFFUSER, AND 3' -0" FROM THE RETURN AIR GRILLE TO THE METAL DUCTWORK. FOR BOTH CASES 90' TURNS ARE NOT ALLOWED - OFFSET ANGLES SHALL BE KEPT TO A MINIMUM. SEE DETAILS 6/M2.1 & 8/M2.1. 13. SUPPLY AND /OR RETURN AIR CEILING PLENUMS WILL NOT BE ACCEPTED. 14. PROVIDE THERMOSTAT AND SENSOR TAG TO THE UNIT SERVED. 15. ELECTRIC WALL HEATERS (EWH) ARE PROVIDED UNDER THE ELECTRICAL CONTRACT, SHOWN HERE FOR HVAC INFORMATION ONLY. 16.MECHANICAL SYSTEMS PIPING AND DUCT WORK TO BE HELD TO 14' A.F.F. (MINIMUM) COORDINATE WITH STOCK ROOM SHELVING. 17. SEE ARCHITECTURAL DRAWINGS FOR HVAC ROOF CURB, ROOF -TOP COMPRESSOR CURB AND SUPPORT DETAILS. 18. ALL NON -AIR CONDITIONING COMPRESSORS LISTED WITH REFRIGERANT PIPING SHALL BE FURNISHED BY WALGREENS. 19. PAINT THE INTERIOR SURFACE OF DUCTS WHERE VISIBLE THROUGH GRILLES, DIFFUSERS, ETC., WITH FLAT, 'DTM' (DIRECT TO METAL), NON - SPECULAR BLACK PAINT. 20.INSTALL FIRE DAMPERS WITH ACCESS PANELS PER LOCAL CODE AND AS NOTED. MECHANICAL KEYED NOTES - - - - - 1 HVAC ROOF -TOP UNIT. SEE GENERAL NOTES (ABOVE) AND LAN 2 LANE SCHEDULE ON DRAWING M2.2 FOR ADDITIONAL INFORMATION. 2 THRU 2 S.A.D., CFM AND SIZE AS NOTED. S.A.D. SHALL HAVE A TOTAL STATIC PRESSURE DROP OF 0.12" OR LESS. SEE i DETAIL 1/M2.1. 3 NOT USED z 5 z 4 INSTALL FIRE DAMPER AND ACCESS DOOR PER LOCAL ( CODE. it a i w 5 S.A.G., CFM AND SIZE AS NOTED. S.A.G. SHALL HAVE A ( I TOTAL STATIC PRESSURE DROP OF 0.12" OR LESS. SEE i DETAIL 2/M2.1. z O E.A.G. & R.A.G., CFM AND SIZE AS NOTED. GRILLE SHALL I PARKING HAVE A TOTAL STATIC PRESSURE DROP OF 0.12" OR LESS. SEE DETAIL 3 AND 6/M2.1. O GAS SERVICE, METER, REGULATOR AND VALVES. PHYSICAL lGh PROTECTION OF EQUIPMENT BY GENERAL CONTRACTOR. - - - - - - - 8 ROOF -TOP ENCLOSED BLOWER /ENTRANCE HEATER. INCLUDE 2nd EAST STREET FLEXIBLE CONNECTIONS, 100% RETURN AIR (NO OUTSIDE AIR) KEY PLAN WITH SENSOR AT ENTRANCE AND THERMOSTAT IN OFFICE. NOT TO SCALE O RETURN GRILLES ARE SIZED FOR 100% RETURN AIR QUANTITY. 10 ROOF -TOP CONDENSING UNIT FOR WALK -IN COOLER /FREEZER. 11 PIPE PORTAL FOR WALK -IN /COOLER /FREEZER CONDENSING UNIT REFRIGERANT AND ELECTRICAL LINES. 1 01 -16 -06 DH I ADDITION OF VESTIBUILE HEATER NO. DATE BY DESCRIPTION CC 12 ADJUST FRONT HORIZONTAL BARS TO AN ANGLE OF 45' SO REVISIONS THAT THE AIR FLOWS AWAY FROM THE WINDOW. THIS IS TO HELP PREVENT CONDENSATION ON THE GLASS IN HOT, HUMID CLIMATE CONDITIONS CERTIFICATION AND SEAL 13 ELECTRIC WALL HEATER (EWH) FURNISHED BY ELECTRICAL CONTRACTOR. SEE DRAWING E1.2 FOR MORE INFORMATION I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION 14 ROOF MOUNTED EXHAUST FAN. SEE DETAIL 4/M2.1. WAS PREPARED BY ME OR UNDER MY DIRECT �C�T 15 INSTALL S.A.G. IN CENTER OF CEILING TILE CLOSEST TO SUPERVISION AND THAT I AM WINDOW CENTER. A DULY REGISTEREDQ O 16 EVAPORATIVE UNIT. (FAN COIL) PROVIDE DX PIPING ARCHITECT OR ENGINEER CONNECTION WITH ROOFTOP CONDENSING UNIT. ER TE OF THE UND H LAWS v STATE OF IDAHO AS SIGNIFIED �� � 17 INSTALL RETURN GRILLE ® 8" A.F.F. INSTALL RETURN DUCT BY MY HAND AND SEAL. 9�N��`O 'M RISER IN WALL CAVITY AND COORDINATE WITH ARCHITECTURAL DRAWINGS. STORE NUMBER 09918 1$ OVERHEAD DOOR AIR CURTAIN, WALL MOUNTED AND SUPPORTED FROM BAR - JOIST. POSITION TO CLEAR THE DOOR PROJECT NAME AND INSTALL PER MANUFACTURER'S DIRECTION. PROVIDE WALGREENS STORE ELECTRIC HEAT, BASED ON WALGREENS DESIGN CRITERIA. SEE ARCHITECTURAL DRAWINGS FOR DETAILS (SWC) 2ND EAST & MAIN ST 19 IF ELECTRICAL ROOM CONTAINS UPS, THEN INCREASE SUPPLY REXBURG, ID AND RETURN AIR PER HVAC LOAD CALCULATION. DRAWING TITLE 20 DIRECT SUPPLY AIR AWAY FROM WEIGHT SCALE FLOOR PLAN - MECHANICAL 21 MOUNT REGISTERS ON SPIRAL DUCTWORK. REGISTERS SHALL CADD PLOT: SCALE: 1/8 " =1'-0" DRAWING NO. HAVE DAMPER AND SHALL BE INSTALLED SO THAT THE AIR SUPPLY IS DIRECTED DOWN AT AN ANGLE, SHOWN ON DETAIL F09918D101.DWG 11 /M2.1. DRAWN BY: VOID PLOT: DBH mi 1 1 ATE: 6/17/05 SUPERSEDES PLAN DATED: REVIEWED BY: OF DWGS. PROJOTYPE: R114130 (03-p8-2005) SUPPLY AIR DIFFUSER DUCT SIZE PROVIDE INSULATION NECK SIZE ARROUNO DIFFUSERS, _ JL INSULATION. DUCT I OVERALL DIFFUSER I T -BAR SPACING PROVIDE A FULL FACE TYPE FOR ALL DIFFUSER TO FIT THE CEILING GRID. 4 _ NOTES: a 1. ALL ALUMINUM WITH WHITE FACTORY FINISH TO MATCH CEILING GRID. 2. SQUARE, ROUND OR RECTANGULAR NECK. (� ACCEPTABLE MANUFACTURERS: L ETALAIRE 5500 -65 -S4 ( *), CARNES SETA (SETJ) C24 ( *), KRUEGER 5SH (SHPC) -4 -23 ( *), PRICE AMD (AMDA) -36 ( *), 11TUS TDC -AA (TDCA- AA) -3 -4 ( *), OR TUTTLE & BAILEY AM (AMA) L4 ( *) ( *) APD AND OBD ONLY IN 3. FOR OTHER MOUNTING TYPE OFFICE, EMPLOYEE ROOM CONSULT MANUFACTURER. AND PHARMACY AREA. 4. ALL FULL FACE TYPE DIFFUSER. APO -AIR PATTERN DEFLECTOR 5. PROVIDE PROPER MOUNTING OPTION. OBD- OPPOSED BLADE DAMPER METALAIRE 5500 -65 -S4 DIFFUSER TYPE AIR PATTERN 4 -WAY -� (ALUMINUM CONSTR.) (SEE PLAN FOR AIR ) FRAME (LAY -IN) PATTER ARROWS) (NO SUBSTITUTION ACCEPTED FOR MANUFACTURERS LISTED ABOVE) PIPE PORTAL REFRIGERANT PIPING AND CONDUIT AS REQUIRED. SUPPLY AIR GRILLE AND REGISTER RECTANGULAR OR ROUND S.M. DUCTWORK WITH INSULATION PER SPECIFICATION. _ -- ---- -- S.M. ELBOW �' I DUCT INSULATION PER i SPECIFICATION. i (TYPICAL) i FLEX DUCT (TYPICAL) I rr \�� `�� 3' - OF FLEXIB E DUCT I � I I I S.M. ELBOW � I INSULATED S.M. RETURN AIR PLENUM BOX PACK SOLID AROUND CONDUIT AND PIPING FULL HEIGHT OF CEILING RETURN CURB WITH FIBERGLASS BATT TYPE INSULATION. AIR GRILLE R.A.G. NOTE: USE PORTAL PLUS OR PATE CURBS S.M. =SHEET METAL (NUMBER OF DUCTS AS REQUIRED) NOT TO SCALE 5 NOT TO SCALE M 2.1 TRANE MODELS YHC 036A -060A & YCD 049C TO 103C - CONDENSATE DRAIN OUTSIDE THE CURB SUPPLY AIR PLENUM ELBOW DOWN AT CORNER. SEE COND. DRAIN NOTE #8. GROMMET (1 -5/8" HOLE SAW 1" PIPE AND\ FITTINGS PIPE SUPPORT--,,,, GROMMET (1 -3/8" \LE SAW) 3/4" PIPES AND FITTINGS -, PIPE PORTAL WATER TIGHT MODEL ALUMI ACCESS PANEL FLASH AND OVER ENTIRE TOP. DRAIN PIPE 4 REFRIGERANT LINES BY WALGREENS. TYPICAL CONDENSATE DRAIN NOTES: ..r 12" X 24" ALUMINUM DUCT (20 GA.) MODEL C -212 FOR WG4 CONDENSING UNIT PACKAGE. PROVIDE END 6" X 10" ALUMINUM DUCT (20 GA.) COVER, CAULK " " FOR BEL OR MD CONDENSING UNITS. ALL OPENINGS 6" X 10" ONLY WHEN REQUIRED. WATERTIGHT. PROVIDE PROPER MOUNTING SEE NOTE 9. ATTACH TO ROOF CURB ALL AROUND. 1' -0' MIN. CURB CONDENSATE PIPING TO BE PVC SCHEDULE 40, IN BOTH P ROOF CONSTRUCTION RECTANGULAR OR ROUND S.M. DUCTWORK WITH INSULATION PER SPECIFICATION. _ -- ---- -- S.M. ELBOW �' I DUCT INSULATION PER i SPECIFICATION. i (TYPICAL) i FLEX DUCT (TYPICAL) I rr \�� `�� 3' - OF FLEXIB E DUCT I � I I I S.M. ELBOW � I INSULATED S.M. RETURN AIR PLENUM BOX PACK SOLID AROUND CONDUIT AND PIPING FULL HEIGHT OF CEILING RETURN CURB WITH FIBERGLASS BATT TYPE INSULATION. AIR GRILLE R.A.G. NOTE: USE PORTAL PLUS OR PATE CURBS S.M. =SHEET METAL (NUMBER OF DUCTS AS REQUIRED) NOT TO SCALE 5 NOT TO SCALE M 2.1 TRANE MODELS YHC 036A -060A & YCD 049C TO 103C - CONDENSATE DRAIN OUTSIDE THE CURB SUPPLY AIR PLENUM ELBOW DOWN AT CORNER. SEE COND. DRAIN NOTE #8. GROMMET (1 -5/8" HOLE SAW 1" PIPE AND\ FITTINGS PIPE SUPPORT--,,,, GROMMET (1 -3/8" \LE SAW) 3/4" PIPES AND FITTINGS -, PIPE PORTAL DEFLECTION WITH DAMPER. MODEL ALUMI 9 FLASH AND FACTORY FINISH. DRAIN PIPE RUBBER CAP TYPICAL CONDENSATE DRAIN NOTES: 3/4" OR MODEL C -212 1. FURNISH AND INSTALL 3/4" (MINIMUM) CONDENSATE DRAIN LARGER WI TH S. S. PIPE. TO RUN INSIDE THE BUILDING, TO USE CLAMP BY PIPE SUPPORT - PORTAL PLUS. PROVIDE PROPER MOUNTING SEE NOTE 9. VENT 1" HIGH 3/4" PVC TEE CONDENSATE DRAIN PAN *CostGardTm Condensate Drain Seal NOT TO SCALE RETURN AIR DUCT EXHAUST & RETURN AIR GRILLE DIICT SI7F -1 / 4" OVERALL DIFFUSER T -BAR SPACING CARNES RAEA -TB FRAME METALAIRE CC1 TB KRUEGER EGC -10 PRICE 82TB TI TU S 50F TUTTLE & BAILEY CRE1000 SUPPLY AIR PLENUM COOLING COIL GROMMET (1 -5/8" HOLE SAW) FILTER 1" PIPE AND /�- FITTINGS GRRMMET (1 -3/8" HOLE SAW) - 3/4" PIPE AND FITTINGS DRAIN PIPE 3/4" OR LARGER ELBOW DOWN AT CORNER. SEE COND. DRAIN NOTE #8. L , b NOTE: DO NOT ALLOW PIPES TO PROTRUDE THROUGH GROMMETS MORE THAN 3/4". 6 NOT TO SCALE M2.1 M2.1 CARRIER MODELS 48HJD008 TO 014 - CONDENSATE DRAIN OUTSIDE THE CURB NOTES: 1. ADJUSTABLE, DOUBLE DEFLECTION WITH DAMPER. 2. 9 PARTIAL SCHEMATIC DIAGRAM FACTORY FINISH. 3. M 2.1 TYPICAL CONDENSATE DRAIN NOTES: CONSULT MANUFACTURER. 4. 1. FURNISH AND INSTALL 3/4" (MINIMUM) CONDENSATE DRAIN 9. CONDENSATE DRAIN WHEN REQUIRED FLANGE ALL 4 SIDES. PIPE. TO RUN INSIDE THE BUILDING, TO USE AS REQ'0. PER MFR. PIPE PORTAL. RTU CURB MUST BE PROVIDE PROPER MOUNTING 2 COSTGARD DEVICE BY TRENT TECHNOLOGIES, INC. TYLER, HIGH ENOUGH TO PIPE THIS SCHEME. TEXAS (903)509 -4843. CONDENSATE PIPING TO BE PVC SCHEDULE 40, IN BOTH pwr xfmr FIELD WIRING BY 3. THE BASIC AND ALTERNATE DRAIN SYSTEMS. ELBOW DOWN, NOTE ELECTRICAL ROOFING CONTRACTOR TO PROVIDE SPLASH PROVISION. CONTRACTOR DO NOT INSTALL ANY PIPING THAT WILL INTERFERE WITH 14 Xt X2 4 REQUIRED UNIT ACCESS. 1 TO RTU -1 IFC L L 24v secondary CONTACTOR COIL RUN BELOW ROOF IF CODE DOES NOT ALLOW DISCHARGING 15 NOTE 4 ONTO THE ROOF. 14 NOTE 4 5. CONTRACTOR EITHER THE BASIC OR ALTERNATE SYSTEM MAY BE USED 16 TO RTU -2 IFC EXCEPT THAT THE ALTERNATE SYSTEM MUST BE USED IN X1 X2 CONTACTOR COIL 6_ JURISDICTIONS WHERE PIPING ABOVE THE ROOF IS PROHIBITED. NOTE 4 TRANE UNITS AND SOME CARRIER UNITS (13 AND ABOVE ARE WALGREENS STORE _ NOT DELIVERED WITH DRAIN CONNECTIONS IN THE BOTTOM OF T THERMO STAT THE PAN, THUS DRAIN CONNECTIONS FOR THESE UNITS MUST COIL NOTE 4 SUBBASE E A l 2 BE MADE IN THE FIELD. DETAILED INSTALLATION INSTRUCTIONS NOTE 4 NOTE 5 ARE PROVIDED WITH EACH SHIPMENT OF CostGard DRAIN TO RTU IFC SEAL. 4. ALL RELAY COIL SHALL BE WIRED IN THE FIELD BY ELECTRICAL CONTRACTOR IN PARALLEL WITH RESPECTIVE RTU IFC CONTACTOR COIL. RELAY RTU -1 Al THERMOSTAT ALL PIPING SHALL BE INSULATED INCLUDING BRANCH, MAIN, RTU -2 VENT AND CostGard. :6ER THERMOSTAT R3 SUBBASE EA RUN CONDENSATE PIPING 3" BEYOND ROOF CURB AND 7, 2 NOTE 5 DISCHARGE IN THE DIRECTION OF THE ROOF PITCH. COULD BE ANY OF 4 CORNERS SO CONDENSATE RUNS AWAY FROM UNIT. 18 8. 6 NOT TO SCALE M2.1 M2.1 CARRIER MODELS 48HJD008 TO 014 - CONDENSATE DRAIN OUTSIDE THE CURB NOTES: 1. ADJUSTABLE, DOUBLE CONDENSATE PAN COMPARTMENT M21 (NO SUBSTITUTION ACCEPTED FOR MANUFACTURERS LISTED ABOVE) 2 (NO SUBSTITUTION ACCEPTED MANUFACTURERS LISTED ABOVE) [_ 3 '12.1 M2.1 RETURN FLEXIBLE DUCTWORK ROOF TOP UNIT ZONING COVERAGE CONDENSATE PAN COMPARTMENT PIPE PORTAL MODEL \ ALUMI FLASH AND RUBBER CAP MODEL PIPE SUPPORT C -212 WITH S.S. (TYPICAL) - CLAMP BY PORTAL PLUS. SEE NOTE 9. RETURN AIR DUC' *CostGard TM Condensate Drain Seal VENT 1" HIGH NOT TO SCALE NOTES: 1. 0 DEGREE DEFLECTION. 2. ALL ALUMINUM WITH WHITE FACTORY FINISH. 3. 1 "x1 "x1" EGGCRATE GRID. 4. FOR OTHER MOUNTING TYPE CONSULT MANUFACTURER. 5. PROVIDE PROPER MOUNTING OPTION. CD COOLING COIL FILTER NOTE: DO NOT ALLOW PIPES TO PROTRUDE THROUGH GROMMETS MORE THAN 3/4 ". ROOF EXHAUST FAN (HAUST FAN AND >_" HIGH MIN.) INSULATED DOF CURB. ROOF EXHAUST FANS ARE REQUIRED (EXCEPT WHEN CODE ALLOWS ENERGY RECOVERY VENTILATOR FAN AS A SUBSTITUTE). 4 M2.1 SUPPLY FLEXIBLE DUCTWORK RIGID S.M. RADIUS ELBOW WITH INSULATION PER SPECIFICATION 7' -0" MAXIMUM OF FLEXIBLE DUCT S.M. = SHEET METAL RECTANGULAR OR ROUND S.M. DUCTWORK WITH INSULATION PER SPECIFICATION. � 1 � I . - - -- - i VOLUME DAMPER I AT TAKE OFF (TYPICAL) OR AS INDICATED ' 1 -- --DUCT INSULATION PER r r I SPECIFICATION. I (TYPICAL) CEILING DIFFUSER /- S.A.O. NOT TO SCALE STOCKROOM AIR SUPPLY DETAIL NOT TO SCALE I M2.1 II OUTSIDE AIR INTAKE THIS SIDE OUTSIDE AIR INTAKE THIS SIDE SL OL SEMCO ERV DETAIL EXHAI SUPPLY INLET OUTLET PLAN VIEW L EXHAUST OUTLET NOTES: 1. VERIFY ALL CONNECTIONS, ROUTING, EQUIPMENT SUPPORTS ETC. WITH ERV MANUFACTURER. 2. INSTALL SEPARATE DUCTWORK FOR EXHAUST AIR AND RETURN AIR. INSTALL PER MANUFACTURER'S DIRECTION. GREENHECK ERV DETAIL TSIDE AIR INTAKE M2.1 ' I w" FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WI LM OT ROAD DEERFIELD, IL 60015 -5105 XHAUST OUTLET EXHAUST OUTLET DALE R. VIII C C C:0 6 _TNQ rum s (se j s"I- " ae i &81) 28i -aae ROOF CURB IYV ICJ: 1. VERIFY ALL CONNECTIONS, ROUTING, EQUIPMENT SUPPORTS ETC. NTH ERV MANUFACTURER. 2. INSTALL SEPARATE DUCTWORK FOR EXHAUST AIR AND RETURN AIR. INSTALL PER MANUFACTURER'S DIRECTION. NOT TO SCALE COMBINATION OF DEFLECTION WITH DAMPER. 2. ALL ALUMINUM WITH WHITE PARTIAL SCHEMATIC DIAGRAM FACTORY FINISH. 3. FOR OTHER MOUNTING TYPE 2) CONSULT MANUFACTURER. 4. PLENUM BOX TO HAVE & 9 FLANGE ALL 4 SIDES. 5. RIGISTER SCREWS NUMBER AS REQ'0. PER MFR. 6. PROVIDE PROPER MOUNTING OPTION. CONDENSATE PAN COMPARTMENT M21 (NO SUBSTITUTION ACCEPTED FOR MANUFACTURERS LISTED ABOVE) 2 (NO SUBSTITUTION ACCEPTED MANUFACTURERS LISTED ABOVE) [_ 3 '12.1 M2.1 RETURN FLEXIBLE DUCTWORK ROOF TOP UNIT ZONING COVERAGE CONDENSATE PAN COMPARTMENT PIPE PORTAL MODEL \ ALUMI FLASH AND RUBBER CAP MODEL PIPE SUPPORT C -212 WITH S.S. (TYPICAL) - CLAMP BY PORTAL PLUS. SEE NOTE 9. RETURN AIR DUC' *CostGard TM Condensate Drain Seal VENT 1" HIGH NOT TO SCALE NOTES: 1. 0 DEGREE DEFLECTION. 2. ALL ALUMINUM WITH WHITE FACTORY FINISH. 3. 1 "x1 "x1" EGGCRATE GRID. 4. FOR OTHER MOUNTING TYPE CONSULT MANUFACTURER. 5. PROVIDE PROPER MOUNTING OPTION. CD COOLING COIL FILTER NOTE: DO NOT ALLOW PIPES TO PROTRUDE THROUGH GROMMETS MORE THAN 3/4 ". ROOF EXHAUST FAN (HAUST FAN AND >_" HIGH MIN.) INSULATED DOF CURB. ROOF EXHAUST FANS ARE REQUIRED (EXCEPT WHEN CODE ALLOWS ENERGY RECOVERY VENTILATOR FAN AS A SUBSTITUTE). 4 M2.1 SUPPLY FLEXIBLE DUCTWORK RIGID S.M. RADIUS ELBOW WITH INSULATION PER SPECIFICATION 7' -0" MAXIMUM OF FLEXIBLE DUCT S.M. = SHEET METAL RECTANGULAR OR ROUND S.M. DUCTWORK WITH INSULATION PER SPECIFICATION. � 1 � I . - - -- - i VOLUME DAMPER I AT TAKE OFF (TYPICAL) OR AS INDICATED ' 1 -- --DUCT INSULATION PER r r I SPECIFICATION. I (TYPICAL) CEILING DIFFUSER /- S.A.O. NOT TO SCALE STOCKROOM AIR SUPPLY DETAIL NOT TO SCALE I M2.1 II OUTSIDE AIR INTAKE THIS SIDE OUTSIDE AIR INTAKE THIS SIDE SL OL SEMCO ERV DETAIL EXHAI SUPPLY INLET OUTLET PLAN VIEW L EXHAUST OUTLET NOTES: 1. VERIFY ALL CONNECTIONS, ROUTING, EQUIPMENT SUPPORTS ETC. WITH ERV MANUFACTURER. 2. INSTALL SEPARATE DUCTWORK FOR EXHAUST AIR AND RETURN AIR. INSTALL PER MANUFACTURER'S DIRECTION. GREENHECK ERV DETAIL TSIDE AIR INTAKE M2.1 ' I w" FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WI LM OT ROAD DEERFIELD, IL 60015 -5105 XHAUST OUTLET EXHAUST OUTLET DALE R. VIII C C C:0 6 _TNQ rum s (se j s"I- " ae i &81) 28i -aae ROOF CURB IYV ICJ: 1. VERIFY ALL CONNECTIONS, ROUTING, EQUIPMENT SUPPORTS ETC. NTH ERV MANUFACTURER. 2. INSTALL SEPARATE DUCTWORK FOR EXHAUST AIR AND RETURN AIR. INSTALL PER MANUFACTURER'S DIRECTION. NOT TO SCALE COMBINATION OF GREENHECK ERV WITH TRANE ECONOMIZER CONTROL PANEL PARTIAL SCHEMATIC DIAGRAM (TYPICAL FOR 2) NOTES 6, 7, 8 & 9 1. APPLIES ONLY IF ENERGY RECOVERY VENTILATOR (ERV) SYSTEM IS UTILIZED ON THE PROJECT. FIELD WIRING BY ELECTRICAL H4 CONTRACTOR H1 control pwr xfmr TO RTU -1 NOTE 4 24v secondar IFC CONTACTOR H1 control 14 Xt X2 1 COIL NOTE 4 L L 24v secondary pwr xfmr ELECTRICAL 15 B. GREENHECK: ERV RUNS WHEN RTU -1 OR RTU -2 THERMOSTATS ARE IN OCCUPIED MODE AND WHEN AT LEAST ONE SUPPLY FAN (RTU -1 14 NOTE 4 TO RTU -2 CONTRACTOR 16 PROJECT NAME CRI X1 X2 I IFC CONTACTOR H4 H1 control pwr xfmr 3. ALL THE RELAYS SHOWN WITHIN ERV PANEL BOUNDARIES SHALL BE FURNISHED BY ERV VENDORS, FACTORY INSTALLED & PRE - WIRED. WALGREENS STORE 15 COIL NOTE 4 L NOTE 4 17 TO RTU IFC X1 X2 4. ALL RELAY COIL SHALL BE WIRED IN THE FIELD BY ELECTRICAL CONTRACTOR IN PARALLEL WITH RESPECTIVE RTU IFC CONTACTOR COIL. RELAY RTU -1 Al THERMOSTAT 16 CONTACTOR :6ER R3 R3 a�2 2 COIL NOTE 4 5 E A2 REXBURG, ID 18 CR NO 17 3 RTU-2 q1 2 CR3 2 STt OL T1 EXHAUST THERMOSTAT CR3 ST1 OL Al - 3 =CR SUPPLY FAN XFC1 NOTE 8 MECHANICAL DETAILS FAN SUBBASE JA21 NOTE 5 STt EXHAUST FAN 1 EXHAUST FAN A. COMPLETE ERV SYSTEM RUNS WHEN RTU -1 OR RTU -2 SUPPLY FAN IS ON AND THERMOSTAT IS IN OCCUPIED MODE AND BOTH RTU'S DO XFC2 NOTE 8 RTU - 1 UEM ST2 OL XFC1 4 ST2 OL ST2 SUPPLY WL J -11- CADD PLOT: SCALE: 1/8 " -0" DRAWING NO. 4 ST SUPPLY FAN 2 RTU THERMOSTAT FAN NOTE 9 J -12- F09918D101.DWG ST2 ST2 02 SUPPLY CR ENERGY WHEEL MIN NOTE 8 D2 SUPPLY DAMPER DAMPER 8. RELAYS XFC1 AND XFC2 COILS SHALL BE CONNECTED IN THE FIELD BY ELECTRICAL CONTRACTOR TO JACK J6 AT TRANE UEM MODULE ON DRAWN BY: 5 ENERGY J6 1 RTU -1 & RTU -2 RESPECTIVELY. XFC RELAY NC CONTACT IS OPEN WHEN UEM MODULE RECEIVES COMMAND TO OPEN ECONOMIZER ACTUATOR. VOID PLOT: DBH 5 Ct WHEEL XFC 1 TO SUPPLY DAMPER ACTUATOR (FACTORY WIRING) 9 WIRE LOOP (WL) AT UEM BOARD MUST NOT BE CUT. UEM BOARD ECONOMIZER ACTUATOR MINIMUM POSITION M 1.2 POTENTIOMETER MUST BE 14 "0 ". 2 DETAIL 1 DETAIL 2 SET AT NOTE 8 RTU 2 M2.1 XFC2 NOTE 9 ILI NOTE 8 WXFC DETAIL 3 OF DWGS. NOTE 8 2 LANE .,_, - - -- DRIVE -THR E � i I � E i i U i� z Y o_ i 7 GII i r 2nd >unsrr STREET KEY PLAN NOT TO SCALE NO. DATE BY DESCRIPTION CONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT I t I 11 SUPERVISION AND THAT I AM M2.1 M2.1 A DULY REGISTERED ARCHITECT OR ENGINEER ERV CONTROL DIAGRAM UNDER THE LAWS OF THE STATE OF IDAHO AS SIGNIFIED coccnlurnv co�i nnl lroni n A►,r, M AP1 Al r CC \Ilan CGV r%nkf'r ^, n -r', n . nr, w ��, ,ru w r,� n, A - E.R.V. NOTES BY MY HAND AND SEAL. v, �a_u.,w, ur vv,�ii�Vl_ f nl`ILL I. rnr�linu JlrrlCMAll UTAVrCHM V� -w,vv Li�v VV�I�VL ( /'TINGE rnR ilL JVfICMnilli UInVI'�nM A 1. APPLIES ONLY IF ENERGY RECOVERY VENTILATOR (ERV) SYSTEM IS UTILIZED ON THE PROJECT. 2. LOGIC OF ERV SYSTEM OPERATION WITHOUT ECONOMIZER (DETAILS 1 & 2 : H1 control FIELD WIRING BY A. SEMCO: ERV RUNS WHEN THERMOSTAT IS IN OCCUPIED MODE AND RTU SUPPLY FAN IS ON. STORE NUMBER 09918 24v secondary pwr xfmr ELECTRICAL B. GREENHECK: ERV RUNS WHEN RTU -1 OR RTU -2 THERMOSTATS ARE IN OCCUPIED MODE AND WHEN AT LEAST ONE SUPPLY FAN (RTU -1 14 NOTE 4 CONTRACTOR OR RTU -2) IS ON. PROJECT NAME CRI X1 X2 I H4 H1 control pwr xfmr 3. ALL THE RELAYS SHOWN WITHIN ERV PANEL BOUNDARIES SHALL BE FURNISHED BY ERV VENDORS, FACTORY INSTALLED & PRE - WIRED. WALGREENS STORE 15 TE 4 1 24v secondary 4 NOTE 4 TO RTU IFC X1 X2 4. ALL RELAY COIL SHALL BE WIRED IN THE FIELD BY ELECTRICAL CONTRACTOR IN PARALLEL WITH RESPECTIVE RTU IFC CONTACTOR COIL. RELAY (SWC) 2ND EAST & MAIN ST 16 CONTACTOR :6ER - 5CR TYPE SHALL BE APPROVED BY RTU VENDOR. a�2 COIL NOTE 4 REXBURG, ID CR 5. THERMOSTAT SUBBASE AUXILIARY CONTACT. CONTACT IS CLOSED IN OCCUPIED MODE, OPEN IN NON- OCCUPIED MODE. 17 2 CR3 2 4CR 4 6. THE FOLLOWING NOTES #7, #8 & #9 SHALL BE APPLIED TO DETAIL #3 ONLY (FOR ERV PROJECTS WITH ECONOMIZER). DRAWING TITLE CR3 ST1 OL Al - 3 =CR SUPPLY FAN 7. LOGIC OF OPERATION FOR COMBINATION OF ERV AND ECONOMIZER - DETAIL #3 ONLY: MECHANICAL DETAILS STt EXHAUST FAN Al EXHAUST FAN A. COMPLETE ERV SYSTEM RUNS WHEN RTU -1 OR RTU -2 SUPPLY FAN IS ON AND THERMOSTAT IS IN OCCUPIED MODE AND BOTH RTU'S DO ST2 OL NOT SENSE ECONOMIZER CONDITIONS. CADD PLOT: SCALE: 1/8 " -0" DRAWING NO. 4 ST SUPPLY FAN 2 RTU THERMOSTAT B. WHEN UEM MODULE RECEIVES COMMAND TO OPEN ECONOMIZER ACTUATOR ERV SUPPLY FAN AND ENERGY WHEEL WILL BE SHUT DOWN, ERV SUPPLY FAN DAMPER CLOSED BUT ERV EXHAUST FAN CONTINUE TO OPERATE. F09918D101.DWG ST2 SUBBAS CR ENERGY WHEEL D2 SUPPLY DAMPER NOTE 5 8. RELAYS XFC1 AND XFC2 COILS SHALL BE CONNECTED IN THE FIELD BY ELECTRICAL CONTRACTOR TO JACK J6 AT TRANE UEM MODULE ON DRAWN BY: 5 C1 ENERGY WHEEL 1 RTU -1 & RTU -2 RESPECTIVELY. XFC RELAY NC CONTACT IS OPEN WHEN UEM MODULE RECEIVES COMMAND TO OPEN ECONOMIZER ACTUATOR. VOID PLOT: DBH TO SUPPLY DAMPER ACTUATOR (FACTORY WIRING) 9 WIRE LOOP (WL) AT UEM BOARD MUST NOT BE CUT. UEM BOARD ECONOMIZER ACTUATOR MINIMUM POSITION M 1.2 POTENTIOMETER MUST BE 14 "0 ". DETAIL 1 DETAIL 2 SET AT DATE: 6/17/05 M2.1 SUPERSEDES PLAN DATED: REVIEWED BY: OF DWGS. 1 13 M2.1 I T i NATIONAL ACCOUNTS FOR ROOF TOP UNIT 1. HVAC UNITS A. WALGREEN CO. SHALL HAVE CARRIER EQUIPMENT INSTALLED FOR STORES LOCATED IN ALABAMA, CONNECTICUT, DELAWARE, FLORIDA, GEORGIA, ILLINOIS, INDIANA, KENTUCKY, MAINE, MARYLAND, MASSACHUSETTS, MICHIGAN, NEW HAMPSHIRE, NEW JERSEY, NEW YORK, PENNSYLVANIA, PUERTO RICO, RHODE ISLAND, TENNESSEE, VERMONT AND WEST VIRGINIA. B. WALGREEN CO. SHALL HAVE TRANE EQUIPMENT INSTALLED FOR STORES LOCATED IN ARIZONA, ARKANSAS, CALIFORNIA, COLORADO, IDAHO, IOWA, KANSAS, LOUISIANA, MINNESOTA, MISSISSIPPI, MISSOURI, MONTANA NEBRASKA, NEVADA, NEW MEXICO, NORTH CAROLINA, NORTH DAKOTA, OHIO, OKLAHOMA, OREGON, SOUTH CAROLINA, SOUTH DAKOTA, TEXAS, UTAH, VIRGINIA, WASHINGTON, WISCONSIN AND WYOMING. 1. FOR CARRIER EQUIPMENT, CALL CARRIER NATIONAL ACCOUNT TEAM CAD (800)690 -1083 TO COORDINATE YOUR PURCHASE ORDER AGREEMENT AND EQUIPMENT DELIVERY. 2. FOR TRANE EQUIPMENT, CALL TRANE NATIONAL ACCOUNT TEAM CAD (800)453 -6954 TO COORDINATE YOUR PURCHASE ORDER AGREEMENT AND EQUIPMENT DELIVERY. HEATING /COOLING UNIT SCHEDULE NOTE: AT 95 DEG. CONDENSER ENTRANCE AIR TEMPERATURE & ARI CONDITIONS. PROGRAMMABLE THERMOSTAT • ♦ • • • ♦ ♦ ♦ ♦ m - -- 1�11�1�11�11�1 REMOTE ----'-'---- Al - AUX RELAY (CLOSED OCCUPIED) SENSOR ----- - - - - -- A2 - AUX RELAY (COMMON) SHEILDED CABLE A3 - AUX RELAY (CLOSED UNOCCUPIED) 14 24 VAC 12 COMMUNICATIONS 11 COMMON 10 SERVICE STATUS (UCM INPUT) 9 SYSTEM STATUS (ON /OFF INPUT) 8 COOL STATUS (UCM INPUT) 7 OPTIONAL WIRING HEAT STATUS (UCM INPUT) TRANE ROOFTOP TERMINAL BOARD LTB- VOYAGER (6 -15 TON) J6- PRECEDENT (3 -10 TON) FAN SCHEDULE TRANE BRAND HVAC CONTROL DIAGRAM ,EACH UNIT NOTE: ABOVE WIRING DIAGRAM ARRANGEMENT ARE APPLICABLE FOR PROJECTS WITH OR WITHOUT ECONOMIZER COOLING - Z BREAKER SIZE BLOWER COMPRESSOR AIR COOLED CONDENSER GAS FIRED FURNACE A.M.) UNIT UNIT AREA SERVED MAX AMP MAKE /MODEL /WEIGHT/ FILTERS EER RATING CFM/ O.A.I. MOTOR ELECT. REQ. COOLING CAPACITY ELECT. REQ. BTU/HR RATE HP. VOLTS PHASE FL. AMPS VOLTS PHASE FL AMPS HP VOLTS PHASE INPUT OUTPUT 1/15 120 VOLTS 3 PHASE E.S.P. CFM. TOTAL SENSIB E TRANE BAYSENS016A DUCT MOUNTED TEMPERATURE RTU -1 GENERAL SALES 208 -230 3200 G- 90- DGEX -QD -D 1.14 208 -230 60 14.70 208 -230 82,470 5'17 120 208 -2 60 96,650 78,280 TRANE 8.9 60 .50 G- 90- DGEX -QD -G DAMPER, INT. DISC. SWITCH, SPEED CONTROL & ROOF CURB. 3 82,470 YHC102A3 *L RTU -2 GENERAL SALES, 208 -230 3500 1.42 208 -230 60 17.30 208 -230 60 108'740 5.17 208 -2 60 20,$10 97,860 TRANE 10.3 CORRIDOR 60 .50 108,740 YHC120A3 *L RTU GEN. SALES OFFICE, 208 -230 5500 208 -230 60 37.00 208-230 60 167'960 3.20 208 -2 50,000 203,000 TRANE -3 EMPLOYEE (M, 60 1.91 167,96fl 60 YF D181C31A 10.1 TRAINING RM .50 3 RTU -4 PHARMACY 2fl8 -230 2800 2 08-2 30 60 13.90 208-230 60 75'980 3.85 208 -2 60 96,650 78,280 TRANE 9.0 60 .50 ,86 75,980 YHC092A3 *L RTU -5 STOCKROOM 208 -230 3200 1.14 208 -2 0 63 14.70 208- 0 60 93,630 5'17 208 -23 20,000 97,200 TRANE 10'2 60 .50 6 0 93,630 YHC102A3 *L RTU -6 1 HOUR PHOTO 208 -230 1050 2 8-2 60 16.10 208-230 60 35,250 1.5 1 208-23 60 1 48,320 1 38,660 TRANE 9'7 60 .50 .37 22,240 YHCO36Al *L NOTE: PROVIDE LAMINATED BAKELITE NAME PLATE (RTU -1, ETC) FOR EACH RTU. LOCATE NEXT TO UNIT NAME PLATE. FILTERS: BONDED FILTER COMPANY (TEL. NO. 1 -800- 758 - 2789)- MODEL NO. BFCPLEATLINK 2" COTTON & POLYESTER BLEND. FIBERGLASS FILTERS ARE NOT ACCEPTABLE, FAN SCHEDULE TRANE BRAND HVAC CONTROL DIAGRAM ,EACH UNIT NOTE: ABOVE WIRING DIAGRAM ARRANGEMENT ARE APPLICABLE FOR PROJECTS WITH OR WITHOUT ECONOMIZER NOTE: PROVIDE LAMINATED BAKELITE NAME PLATE (EF -1, ETC) FOR EACH FAN. LOCATE NEXT TO UNIT NAME PLATE. INSTALL THE SPEED CONTROL INSIDE THE EXHAUST FAN DOME NEAR THE MOTOR. ACCEPTABLE MANUFACTURERS FOR EXHAUST FANS: (SEE FAN SCHEDULE REMARKS) EE - ACME - PRN1000; CARNES - VEDK 08; COOK - ACE- 0- 9OC15DH: ILG - CRDA08: JENN - RED810 -ST AND PENN - DX11R. Q EE-2 - ACME - PRN1000; CARNES - VEDK08; COOK - ACE- D- 9OC15DH; ILG - CRDA08: JENN - RED810 -ST AND PENN - DX10R. COOLING - Z HEATING PROGRAM COOLING . MOTOR 10 P.M.) UNOCCUPIED (10 P.M. - 8 A.M.) UNIT AREA SERVED CFM. INS RPM MAKE AND MODEL REMARKS 76'F VOLTS AREA PATIENT SEATING AREA OUTSIDE 3) GENERAL STOCK HP PHASE 80'F 4) 1 HOUR PHOTO 76'F EF -1 TOILETS 500 .375 1/15 120 1550 GREENHECK CONTROLLED BY LIGHTING CIRCUIT. PROVIDE BACKDRAFT 1 TRANE BAYSENS016A DUCT MOUNTED TEMPERATURE AIR AIR 1 SENSOR G- 90- DGEX -QD -D DAMPER, INT. DISC. SWITCH, SPEED CONTROL Sc ROOF CURB. EF -2 EMPLOYEE ROOM & 350 .375 1/15 120 1300 GREENHECK CONTROLLED BY LIGHTING CIRCUIT. PROVIDE BACKDRAFT ELECTRICAL ROOM 1 G- 90- DGEX -QD -G DAMPER, INT. DISC. SWITCH, SPEED CONTROL & ROOF CURB. NOTE: PROVIDE LAMINATED BAKELITE NAME PLATE (EF -1, ETC) FOR EACH FAN. LOCATE NEXT TO UNIT NAME PLATE. INSTALL THE SPEED CONTROL INSIDE THE EXHAUST FAN DOME NEAR THE MOTOR. ACCEPTABLE MANUFACTURERS FOR EXHAUST FANS: (SEE FAN SCHEDULE REMARKS) EE - ACME - PRN1000; CARNES - VEDK 08; COOK - ACE- 0- 9OC15DH: ILG - CRDA08: JENN - RED810 -ST AND PENN - DX11R. Q EE-2 - ACME - PRN1000; CARNES - VEDK08; COOK - ACE- D- 9OC15DH; ILG - CRDA08: JENN - RED810 -ST AND PENN - DX10R. OCCUPIED (8 A.M. - 10 P.M.) 1) SALES 70'F 2) PHARMACY & 707 PATIENT SEATING AREA 3) GENERAL STOCK 707 4) 1 HOUR PHOTO 70'F HEATI COOLING - Z HEATING PROGRAM COOLING A.M.) OCCUPIED (8 A.M. - 10 P.M.) UNOCCUPIED (10 P.M. - 8 A.M.) 1) SALES 767 1) SALES 76'F 2) PHARMACY & 72'17 2) PHARMACY & 76'F PATIENT SEATING AREA PATIENT SEATING AREA OUTSIDE 3) GENERAL STOCK 78'F 3) GENERAL STOCK 80'F 4) 1 HOUR PHOTO 76'F 4) 1 HOUR PHOTO 76'F OCCUPIED (8 A.M. - 10 P.M.) 1) SALES 70'F 2) PHARMACY & 707 PATIENT SEATING AREA 3) GENERAL STOCK 707 4) 1 HOUR PHOTO 70'F HEATI THE FOLLOWING CONTROLS TO BE FURNISHED BY TEMPERATURE CONTROL CONTRACTOR UNOCCUPIED (10 P.M. - 8 A.M.) 1) SALES 607 2) PHARMACY & 60'F PATIENT SEATING AREA -20' F TO 80' F SCALE 3) GENERAL STOCK 607 4) 1 HOUR PHOTO 60'17 BILL OF MATERIAL THE FOLLOWING CONTROLS TO BE FURNISHED BY TEMPERATURE CONTROL CONTRACTOR NO. QUANTITY MAKE REMARKS CFM EXTERNAL SP BHP REQUIRED -20' F TO 80' F SCALE T1 1 (PER UNIT) TRANE 13AYENS019B 1 DEGREE DIFFERENCE (USE AS COOLING COOLING HEATING COMPRESSOR LOCKOUT SET AT 50' F). EXHAUST OUTSIDE EXHAUST NOTE: FOR PHARMACY AND 1 HOUR PHOTO T2 1 (PER UNIT) TRANE BAYENS0196 UNIT USE T730OF2010/Q730OA2016 (SWITCHING BASE) 1 (PER UNIT) TRANE BAYENS017B REMOTE SENSOR (NOTE: EXCEPT LATENT BTU AIR PHARMACY AND 1 HOUR PHOTO UNIT) AIR 1 TRANE BAYSENS016A DUCT MOUNTED TEMPERATURE AIR AIR ERV -1 SENSOR T3 1 (PER UNIT) HONEYWELL T710OF1006 AND HONEYWELL T7047C NOTE: FOR ENTRANCE HEATER WITH Q710OA1010 SUBBASE REMOTE SENSOR NOTE: REMOTE SENSOR IS TO BE MOUNTED ON COLUMN (OR WALL), 6' -0" UP, WITH THE SUBBASE LOCATED IN OFFICE. CONNECT REMOTE SENSOR TO T -T TERMINALS OF SUBBASE VIA TWO (2) #18 AWG SHIELDED, TWISTED PAIR WIRES, BELDEN 8719, SEE CONTROL WIRING DIAGRAM. (DO NOT USE THE REMOTE SENSOR OPTION ON THE PHARMACY UNIT). TRANE EQUIPMENT WILL UTILIZE TRANE TEMPERATURE CONTROL. CHECK WITH LOCAL EQUIPMENT DEALER TO VERIFY MODEL NUMBERS. TRANE TEMPERATURE CONTROL UNIT MUST BE REPROGRAMMED TO OPERATE ACCURATELY WITH REMOTE SENSOR. ALL CONTROLS SUCH AS THERMOSTATS, ETC SHALL HAVE A LABEL (USING P -TOUCH LABELING MACHINE) TO INDICATE WHAT IS CONTROLLED SUCH AS RTU -1, ETC. ENERGY RECOVERY VENTILATOR SCHEDULE AREA BTU CREDIT CAPACITY CFM EXTERNAL SP BHP REQUIRED MOTOR HP MARK MANUFACTURER MODEL SERVED COOLING COOLING HEATING OUTSIDE EXHAUST OUTSIDE EXHAUST OUTSIDE EXHAUST OUTSIDE EXHAUS TOTAL LATENT BTU AIR AIR AIR AIR AIR AIR AIR AIR ERV -1 NOTE: PROVIDE LAMINATED BAKELITE NAME PLATE (ERV -1, ETC) FOR EACH UNIT. LOCATE NEXT TO UNIT NAME PLATE. IMPORTANT EXHAUST FANS ARE NOT REQUIRED WHEN ENERGY RECOVERY VENTILATOR UNITS (ERV) ARE UTILIZED. VERIFY WITH STATE AND LOCAL CODES. AIR CURTAIN & ENTRANCE HEATER SCHEDULE BTU/HR INPUT MOTOR UNIT AREA SERVED OR KILOWATT CFM HP VOLT RPM TYPE MAKE AND MODEL PHASE AC -1 OVERHEAD 20 KW 2072 1/5 2 0 0 K AIR CURTAIN WITH 20 KW ELECTRIC * ** BERNER MODEL MAXAIR RECEIVING DOOR 208/3 PH 1 HEAT AND THERMOSTAT. MAX1072ED -WAG 2 g OUTDOOR, POWER VENTED, GAS FIRED, EH -1 ENTRANCE 150,000 2400 1 -1/2 OO PACKED DUCT FURNACE/ BLOWER UNIT ** REZNOR HRPB -150 W FILTER SECTION. NOTE: PROVIDE LAMINATED BAKELITE NAME PLATE (AC -1, ETC) FOR EACH UNIT. LOCATE NEXT TO UNIT NAME PLATE. ACCEPTABLE MANUFACTURERS FOR ENTRANCE HEATER: TRANE- GRAAP15 PDB AND MODINE- HDP150. AND GREENHECK IGX -HV -110 ** PROVIDE WITH 409 STAINLESS STEEL HEAT EXCHANGER, TWO STAGE BURNER, WALL THERMOSTAT WALL SENSOR AND 10 YEARS WARRANTY. * ** PROVIDE AIR CURTAIN WITH DOOR CONTROL, FAN AND HEAT CONTROL, SUMMER FAN CONTROL, TIME DELAY, 8' -0" CAPILLARY TEMP. SENSO (PACKAGE CONTROL SYSTEM) ALTERNATE - TMI INC. (CONTACT WILLIAMSON & COMPANY 0 847 - 674 -0000 FOR BERNER UNIT). 120V, 10 FOR AIR CURTAIN W/O ELECT. MECHANICAL CONTRACTOR SHALL FURNISHED AIR CURTAIN AND ELECTRICAL CONTRACTOR SHALL INSTALL AIR CURTAIN. NATIONAL ACCOUNTS FOR ERV ENERGY RECOVERY VENTILATORS (ERV) WITH CONTROLS SHALL BE PROVIDED PER DESIGN CRITERIA ON CRITERIA DRAWING M1.1. USE GREENHECK ERV'S PER DRAWING M1.1G /S. FOR CITIES IN MISSISSIPPI. PROVIDE ECONOMIZER WITH CONTROLS ALONG WITH ERV WHEN REQUIRED PER DESIGN CRITERIA ON DESIGN DRAWING M1.1. USE SEMCO ERV'S PER DRAWING MlAG /S. FOR ALL CITIES IN ARKANSAS, IOWA, KANSAS, LOUISIANA, MISSOURI, NORTH CAROLINA, OKLAHOMA, TEXAS, AND VIRGINIA. PROVIDE ECONOMIZER WITH CONTROLS ALONG WITH ERV WHEN REQUIRED PER DESIGN CRITERIA ON CRITERIA DRAWING M1.1. 1. FOR GREENHECK NATIONAL ACCOUNT PROGRAM COORDINATION AND PURCHASE OF ERV PRODUCTS CALL (715)- 359 -6171. 2. FOR SEMCO CALL NATIONAL ACCOUNT TEAM ® 888 - 473 -6264 W "g Az o a� FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 YA YA YA WAYA WAYA a' " 2 LANE DRIVE -THRU z s ? W Ir PARKING 2nd EAST STREET KEY PLAN NOT TO SCALE NO. I DATE I BY I DESCRIPTION REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF IDAHO AS SIGNIFIED BY MY HAND AND SEAL. • : f 1•• PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE MECHANICAL DETAILS CADD PLOT: SCALE: 1/8 " =1'-0" DRAWING NO. F09918D101.DWG DRAWN BY: VOID PLOT: DBH DATE: SUPERSEDES 6/17/05 �. T I&M OF DWGS. 4" ROOF DRAIN PIPE DROP TO BELOW GRADE SEE CIVIL PLANS 4" FOR CONTINUATION RD-1 2935 SQ. FT. 6" ROOFDRAIN PIPE SEE CIVIL DRAWINGS FOR CONTINUATION - 6" ROOFDRAIN PIPE DROP TO BELOW GRADE RD -1 2935 SQ. FT. RD -1 2935 SO. FT. 2935 SQ. FT. RD -1 2935 SO. FT. SEE DETAIL 4 & 8/P2.1 4" ROOF DRAIN PIPE DROP TO FLOOR PLAN - MECHANICAL FLOOR PLAN - PLUMBING SEE CIVIL PLANS FOR CONTINUATION nSEE DETAIL S -1 4" GCO N 1. ALL WORK SHOWN TO COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2. SEE ALL OTHER DRAWINGS AND WALGREENS SPECIFICATIONS FOR ADDITIONAL WORK OR CLARIFICATION OF NECESSARY WORK. 3. ALL WATER & GAS SHUT OFF VALVES SHALL BE JOMAR T /S10O, BALL TYPE (OR EQUAL) AND JOMAR T /S100SS FOR BALANCING VALVES. 4. SEE SPRINKLER RISER DIAGRAM, DETAIL 3/P2.1. 5. PROVIDE COMPLETE WALK -IN- COOLER /FREEZER PLUMBING SYSTEM. PLUMBING CONTRACTOR TO INSTALL COND. DRAIN. 6. ALL HOT AND COLD WATER PIPING (ABOVE FINISHED FLOOR) TO BE COPPER TYPE V. (ALL WATER PIPING WITHIN BLDG. TO BE ABOVE GROUND). 7. ALL WATER PIPING ABOVE GRADE SHALL BE INSULATED. 8. THE IRRIGATION SYSTEM CONTROLS ARE TO BE LOCATED ON THE INSIDE OF THE BUILDING (AT THE RISER LOCATION). 9. EXPOSED WATER SUPPLIES FOR ALL FIXTURES SHALL BE CHROME PLATED BRASS AND HAVE WHEEL OR OVAL (NOT KEY) OPERATED STOPS (EXCEPT URINALS) WITH METAL STEMS, BRASSCRAFT (OR EQUAL). 10. ALL PLUMBING FIXTURES SHALL HAVE BRANCH SIZE, 12" LONG AIR CHAMBERS AND /OR CODE APPROVED DEVICES WHICH MAY BE USED AT FIXTURES AND /OR BRANCH PIPING IF PIPING METHOD IS CODE APPROVED. 11. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGE OF DIRECTION OF THE BUILDING DRAIN OR HORIZONTAL WASTE OR SOIL LINES GREATER THAN 45% AT THE END OF EACH BRANCH, AT THE BASE OF EACH STACK AND AS REQUIRED PER CODE. ALL CLEANOUTS TO BE VISIBLE AND ACCESSIBLE. 12. ALL VALVES ABOVE THE CEILING TO BE 12" MAX. ABOVE THE CEILING OR AT BOTTOM CHORD OF BARJOIST WHEN NO CEILING EXISTS. 13. ALL WATER PIPING THAT RUNS THROUGH ITEMS SUCH AS STUDS, SHALL HAVE A MIN. OF 1/2" CLEAR SPACE ALL AROUND PIPING TO AVOID ANY POSSIBLE CONTACT WITH THAT ITEM. 14. NOT USED. 15•NO DOUBLE FITTINGS SUCH AS Y, 1/2Y, COMBINATION Y & 1/8 BEND, T, SANITARY ETC. FITTINGS SHALL BE USED IN THE SEWER PIPING SYSTEM. MALL PLUMBING VENT SHALL BE LOCATED A MINIMUM OF 15' -0" AWAY FROM ALL FRESH AIR INTAKES ON ROOF. FIRE SUPPRESSION SPRINKLER SYSTEM NOTE CONTRACTOR TO FURNISH SHOP DRAWINGS AND PROVIDE A COMPLETE FIRE SUPPRESSION SPRINKLER SYSTEM TO ENTIRE WALGREENS LEASED AREA. SYSTEM TO BE INCORPORATED INTO WALGREENS LAYOUT AND MUST COMPLY TO ALL NATIONAL, STATE AND LOCAL CODES AND ORDINANCES, INCLUDING INSURANCE UNDERWRITER'S REQUIREMENTS. IF SUPPLEMENTARY SPRINKLERS ARE REQUIRED IN SOFFITS, SEE ARCHITECTURAL DRAWINGS FOR APPLICABLE SOFFIT DETAIL. SPRINKLER PIPING IN STOCKROOM TO BE LOCATED TIGHT TO BAR JOIST, CENTERED ON ISLE WAYS, (CLEAR OF STOCKROOM SHELVING). COORDINATE WITH FIRE ALARM SYSTEM WHEN APPLICABLE. - I - (HWR) HOT WATER RECIRCULATION - - - (CW) COLD WATER - - - - -- (HW) HOT WATER HYDRANT -CD - CONDENSATE DRAIN CLEAN OUT - -SAN -- SANITARY SEWER - SHUT -OFF - 4-0-4- WATER METER WITH VALVES �— SPRINKLER HEAD FLOOR DRAIN (FFD - FUNNEL /FLOOR DRAIN) FID FLOOR SINK FS o NOT ALLOWED IN PHARMACY FLOOR CLEAN OUT S i LAJ F0 CO c� z GRADE CLEAN OUT G0 CO 4! U ,-6- POST HYDRANT PH - - -+-H WALL HYDRANT WCO WALL CLEAN OUT -�•� -- VALVE - SHUT -OFF -�- VALVE - BALANCING -{-- UNION PLUMBING KEYED NOTES PROVIDE WATER SERVICE FOR DOMESTIC, IRRIGATION AND FIRE PROTECTION, INCLUDING SHUT -OFF VALVES, METERS (USE MINIMUM SIZE METER ALLOWED BY CODE AND SEPARATE OPRESSURE METER FOR IRRIGATION SYSTEM), BACK PRESSURE VALVES AND REGULATING VALVE WHEN REQUIRED TO LIMIT STORE PRESSURE TO 50 PSI. COORDINATE THE LOCATION AND ROUTING WITH WALGREEN CO. AND THE WATER DEPARTMENT. GAS FIRED WATER HEATER, BRADFORD WHITE PDX2- 5OT6EN WITH POWER DIRECT VENT EXHAUST & AIR INAKE, 60,000 BTU, WITH 4 "0 FLUE & AIR INTAKE TO ROOF, (50 GALLONS). SEE DETAIL 2/P2.1 AND 2A/P2.1. ACCEPTABLE ALTERNATE MANUFACTURER- A.O. SMITH FPD -50, AND STATE PR6- 50- NBDVT. (ELECTRIC UNIT: BRADFORD WHITE NO. O2 Mill- 5OT60S 50 GALS, 20 GPH RECOVERY ® 90F RISE. 2 -4.5 KW ELEMENTS. STATE NO. CD6 52 20RT 50 GALS 20 GPH RECOVERY ® 907 RISE. 2 -4.5 KW ELEMENTS. A.O. SMITH NO. EES 5050 GALS, 20 GPH RECOVERY 0 907 RISE. 2 -4.5 KW ELEMENTS. PROVIDE 1 1/2 DRAIN AND 1 1/2" VENT THRU ROOF FOR OFUTU RE SINK IN TRAINING /MULTIPURPOSE ROOM. INSTALL DRAIN OPENING 0 20" A.F.F. AND CAP WITH CHROME PLATE FOR FUTURE USE. 4 WATER COOLER. PROVIDE 1/2" C.W.; 1 1/2" DRAIN AND VENT IN WALL (MOUNTED 3' -0" A.F.F. TO CENTER LINE OF NOZZLE). (D RX SINK. PROVIDE 1 /2 "C.W.; 1 /2 "H.W., 105 DEGREE F.; 1 1/2" DRAIN AND VENT IN WALL. SEE DETAIL 1/P2.1. (D3 MOP BASIN. PROVIDE 1 /2 "C.W.; 1 /2 "H.W., 105 DEGREE F.; DRAIN AND VENT IN WALL. o EMPLOYEE ROOM SINK. PROVIDE 1 /2 "C. W.; 1 /2 "H.W.; l 1/2" DRAIN AND VENT IN WALL. 2 COMPARTMENT SINK (WHEN APPLICABLE) AERO 3F2- 2116 -18L OR R. 16 GAUGE, 304 STAINLESS STEEL BOWL AND BODY. NSF APPROVED, 304 SS ADJUSTABLE LEGS, SS (D DRAIN BASKET AND STRAINERS. CHICAGO FAUCET 445 -OJ13, E3 AERATOR AND WHEEL HANDLE STOPS. ACCEPTABLE ALTERNATE MANUFACTURERS FOR SINK - ELKAY RNSF 8238 OR RNSF 8358. PROVIDE 1/2" CW, 1/2" HW, 3" DRAIN AND VENT IN WALL. (WHEN REQUIRED BY LOCAL CODE). 3 COMPARTMENT SINK (WHEN APPLICABLE) AERO 3F3- 2116 -18L OR R, 16 GAUGE, 304 STAINLESS STEEL BOWL AND BODY. NSF APPROVED, 304 SS ADJUSTABLE LEGS, SS ( D DRAIN BASKET AND STRAINERS. CHICAGO FAUCET 445 -OJ13, E3 AERATOR AND WHEEL HANDLE STOPS. ACCEPTABLE ALTERNATE MANUFACTURERS FOR SINK - ELKAY. PROVIDE 1/2" CW, 1/2" HW, 3" DRAIN AND VENT IN WALL. (WHEN REQUIRED BY LOCAL CODE) 10 COMBINATION FUNNEL /FLOOR DRAIN. G FLOOR CLEAN -OUT TO ACCEPT FLOOR TILE. POST HYDRANT (PH -1) ABOVE ROOF FOR MAINTENANCE OF 12 EQUIPMENT. PROVIDE A DRAIN LINE FROM POST HYDRANT DRAIN PORT TO FUNNEL /FLOOR DRAIN. 9WALL PROVIDE 1 /2" C.W., 1 /2" H.W, 3" DRAIN AND 1 1 /2" VENT IN SEE DETAIL 4/P2.1 FOR WASTE PIPING CONFIGURATION. ROUGH IN 1i" DRAIN AND 1i" VENT. ROUGH -IN PIPE INSIDE THE WALL. CAVITY FOR FUTURE SINK. 1j" DRAIN SHALL BE 12" A.F.F. AND CAP MARK WITH CHROME FINISHED COVER FOR FUTURE USE. CONNECT 1 a j - DRAIN VENT TO THE VENT FOR COOLER FLOOR DRAIN. ROUGH IN COLD WATER AND J" HOT WATER WITH BALL VALVE EACH LINE AND CAP AND TERMINATE 12" ABOVE CEILING IN THE SAME AREA OF THE SINK. 15 WHEN A VESTIBULE IS INCLUDED, PROVIDE A DRAIN FOR FLOOR MAT WITH TRAP PRIMER. PUMP FOR H.W. RECIRCULATION SYSTEM - BELL & GOSSET MODEL NBF- 8S /LW. 1/40 H.P., 0.38FLA., 115V.,10, RATED 0 eALTERNATE. 4 GPM, ® 4FEET OF HEAD; BRONZE IN -LINE. TACO AS CONTROL OF PUMP SHALL BE BY CONNECTING IT TO ELECTRICAL CIRCUIT DESIGNATED "GENERAL SALES MAINTENANCE LIGHTS ". e EYE WASH (FAUCET MOUNT), BRADLEY MODEL S19- 270HD. PHARMATE REVERSE OSMOSIS DISPENSER, FAUCET, FILTERS AND INSTALLATION KITS PROVIDED BY WALGREENS, INSTALLED 18 BY THE PLUMBING CONTRACTOR. FAUCET TO BE MOUNTED ON PHARMACY SINK AND DISPENSER AT END OF BOTTLE BAY SHELF (FIELD VERIFY EXACT LOCATION). W" FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 YA YA YA YAM WAYA "44 ON= 700 auff ties Wn AY. Una "in -- - - - - -� -- - - - - -- 2 LANE- DRIVE -THRU o S i LAJ o c� z 4! U Y 0 PARKING 2nd EAST STREET vw r%2 w IL 9 -t I V VVll E_ 1 01 -16 -06 DHI I ADDITION OF PHARMACY SINK 1 01 -16 -06 DH ADDITION OF BEVERAGE BAR 1 01 -16 -06 DH ADDITION OF ROOF DRAINS NO. DATE BY DESCRIPTION CONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF IDAHO AS SIGNIFIED BY MY HAND AND SEAL. f STORE NUMBER 09918 1 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE FLOOR PLAN - PLUMBING CADD PLOT: SCALE: 1/8 " =1'- DRAWING NO. F09918D 101. DWG VOID PLOT: PROTOE: R114130 (03-01-2005) SUPERSEDES PLAN DATED: DRAWN BY: DBH DATE: 6/17/05 REVIEWED BY: P1.1 OF DWGS. PHARMACY SINK AND CABINET PIPE CHASE .� .. `- OUTSIDE WALL GAS FIRED WATER HEATER WATER SERVICE, FIRE SUPPRESSION, IRRIGATION & DOMESTIC SYSTEMS ,FLOW SWITCH 1 /2 C.W. PROVIDE A TEE FITTING I HOT WATER COLD WATER 1 1/2" WASTE SILICONE -SEAL TOP 24" VIKING MODEL "M" OF FOAM DRY PENDANT. WRAP t ;:: WITH THERMAL MASTIC SET DECK MATE TAPE FLANGE HEAT TRAP (TYP). PORTALS PLUS DECK AND VENT. MATE, "DM -1 "; SELF TAPPING CLAMPED TO DRY co co SCREW TO PENDANT FREEZER ROOF + 1 3/4" MIN. - 2 1/4" MAX. HOLE d a AIR INTAKE & RECIRCULATING PIPE 1/2" H.W. ` EXHAUST THRU ROOF 27" -IN LET WATER OUTLET WATER CONNECTION. CONNECTION, CONNECTED RECIRCULATING PUMP PLAN SECTION TO FIXTURES _-- -CHECK VALVE NOTES: GAS INLET SET © 4 GPM 1. FOR ACTUAL SIZE OF BOWL SEE DRAIN COCK WITH - FLOOR OR SHELF FIXTURE ON JOB. WALGREENS TO HOSE CONNECTION. FURNISH SINK, BOWL, FAUCET AND CABINET WITH STORE FIXTURES. PRESSURE ALL PLUMBING WORK INCLUDING NOTES: GAUGE '-""- FINAL CONNECTIONS BY PLUMBING PIPE PRESSURE RELIEF VALVE TO FUNNEL /FLOOR DRAIN WITH COPPER CONTRACTOR. 1 • TUBING. WATER HEATER FURNISHED AND INSTALLED BY PLUMBING 1 3/4" 2. SEE PLAN(S) FOR MORE CONTRACTOR. DOMESTIC - INFORMATION. 2. WHEN WATER HEATER IS ABOVE FLOOR PROVIDE A METAL FABRICATED 1 1/2" DRAIN PAN WHICH EMPTIES INTO THE FUNNEL /FLOOR DRAIN. IRRIGATION 1/2" HOT AND COLD WATER 3, IF SUSPENDED WATER HEATER IS NOT ALLOWED BY CODE, CONTACT SUPPLY LINES WITH SHUT WALGREEN'S PROJECT ARCHITECT FOR ALTERNATE LOCATION. OFF VALVES. (PROVIDE 1" INSULATION FOR PIPING ON 4. REFER TO WALGREENS SPECIFICATION SECTION 15400 FOR FLUE EXTERIOR WALLS). DETAILS. POST HYDRANT AND TOILET VENT DETAIL POST HYDRANT WITH PIPE PORTAL MODEL C -212 CAP VACUUM BREAKER PIPE PORTAL MODEL C -126 CAP 4" MIN. ABS PLASTIC CURB COVER 1 1/2" INSULATED ROOF CURB PIPE `V INSULATE INSIDE THE CURB INSULATION - ( -� NCRE SIER R -30 DRY PEND ANT S PRINKLER PROVIDE A TEE FITTING ONLY. DO NOT USE 1-- - ., ELBOW WITH PENDANT. --------------- - - - - -- SILICONE -SEAL TOP 24" VIKING MODEL "M" OF FOAM DRY PENDANT. WRAP t ;:: WITH THERMAL MASTIC SET DECK MATE TAPE FLANGE SIL CONE SEALANT. PORTALS PLUS DECK FASTEN W/ 3/4' MATE, "DM -1 "; SELF TAPPING CLAMPED TO DRY co co SCREW TO PENDANT FREEZER ROOF + 1 3/4" MIN. - 2 1/4" MAX. HOLE /PRESSURE GAUGE 2" ANGLE VALVE 2" DRAIN LINE TO OUTSIDE OF BLDG. 4" CHECK VALVE W/ BALL �DRIP. I 6" O.S. & Y GATE VALVE 6" BLACKFLOW PREVENTERS / 6" O.S. & Y GATE / VALVE WATER METER NOTES: 1.CHECK LOCAL AND STATE CODES FOR PROPER INSTALLATION. 2.INSTALL O,S & Y VALVE STEM TO BE PARALLEL WITH THE EXTERIOR WALL 3. VERIFY ALL PIPE SIZES WITH LOCAL AND STATE CODES. 4. PROVIDE 3/4" BLOW DOWN DRAIN TEE TO DRAIN WATER FROM IRRIGATION SYSTEM. 5. ALL METERS SHALL BE CODE APPROVED & LOCATED PER CODE. THE INTENT THESE METERS IS TO REDUCE WATER, SEWER, ETC. CHARGES. FIRE DEPT. CONNECTIO 1" DRAIN TO-'Y% �6" SPRINKLER Aj"_ N. NEAREST FLOOR SERVICE. 3 E DRAIN P2.1 1 HOUR PHOTO - WATER DETAIL 1/2" H.W. -- - - - - - -- SHUT -OFF VALVE d^1 /2" H.W. TO US -1 FAUCET INSTALL PIPE AND _ FITTINGS IN CEILING SPACE OR CONCEALED 1/2" C.W. AREA. 1/2" TESTABLE RPZ VALVE(W /STRAINER) 1/2" C.W. , N I ' US -1 VALVE HOUSING \ ASECURE (TOILET UNDER THE DECK UNION POST HYDRANT TO ROOF CURB AND TO ROOF JOIST. VALVE TO BE AT C.W. PIPE - HYDRANT DRAIN LADDER TO ROOF OR TO NEAREST DRAIN ACCESS PANEL. NOTES: 1. INSTALL AND SEAL PIPE PORTAL PER MANUFACTURER DIRECTION. 2. USE STAINLESS STEEL CLAMP ON ALL PIPE. 3. PIPE PORTALS ARE BASED ON PORTALS PLUS, INC. [_ 7 6 .1 FLUE EXHAUST, AIR INTAKE FOR WATER HEATER 45' SCREENED AIR PIPE PORTAL INTAKE AND EXHAUST 3' -O "(MIN) ABS PLASTIC CURB COVER ABOVE ROOF (SEE NOTE 3). i- INSULATED ROOF CURB TO AND FROM - '" WATER HEATER NOTES: 1 1. INSTALL AND SEAL PIPE PORTAL PER MANUFACTURER DIRECTION. 2. USE STAINLESS STEEL CLAMP ON ALL PIPE. 3. INSTALL FLUE EXHAUST AND AIR INTAKE FOR WATER HEATER PER MANUFECTURER DIRECTION. 4. PIPE PORTALS ARE BASED ON PORTALS PLUS, INC. 6A P2.1 w N w EXPANDABLE FOAM ESCUTCHEON :�/ I VIKING MODEL "M" DRY PENDANT SPRINKLER NOT TO SCALE HOT WATER RECIRCULATION DETAIL FARTHEST HOT HOT WATER WATER PIPE - - -- PIPE - COLD 3/4" HOT WATER WATER RECIRCULATOR PIPE i PIPE --,, HEAT TRAP (TYP). WATER HEATER N 7 P2.1 2A P2,1 HOSE BIBB WITH VACCUM BREAKER FOR SRU CONNECTION. 24" A.F.F 1 HOUR PHOTO - WASTE DETAIL INTERIOR WALL OFFSET SINK FAUCET TO ACCOMMODA - EYE WASH FIXTURE. FAUCET EYE WASH INSTALL EYE WASH AWAY FROM THE WALL. 1 1/2" X 1 1/2" X 1/2" TEE (PVC) TO ACCEPT 1/2" PLASTIC TUBING FROM SILVER RECOVERY UNIT. PROVIDE PVC PIPING AT THE ENTIRE UTILITY SINK DRAIN CONNE VERIFY WITH CITY CODES. M FLOOR CLEAN OUT NOTES: a --' .. 1. WASTE PIPING , D D 3"_ TO BE PVC. ° D (MIN.) 2. FASTEN SINK TO WALL FOR STABILITY. VENT N a i� PLUMBING FIXTURE SCHEDULE ERS -1 EMPLOYEE ROOM SINK: (ADA COMPLIANT) ELKAY NO. LRAD- 1522 -55 -3 LUSTERTONE SINGLE BOWL SINK WAK35 STRAINER AND STOP AND CHICAGO FAUCET NO. 786 -E -3 DECK MOUNT FAUCET WITH GOOSE NECK SPOUT AND WRIST BLADE HANDLES. EWC -1 ELECTRIC WATER COOLER: (SPLIT LEVEL) ELKAY NO. EZSTL8C, HANDICAP ACCESSIBLE, SELF CONTAINED, WALL HUNG, TWO LEVEL ELECTRIC REFRIGERATED WATER COOLERS. ACCEPTABLE ALTERNATE MANUFACTURERS: OASIS- P8AMSL; HALSEY TAYLOR - HAC8FBL -Q; HAWS- HWBFA8L; SUNROC - NWCA- 8F -BL. LAV -1 LAVATORY: AMERICAN STANDARD NO. 0355.012 "LUCERNE" 20 "X18" VITREOUS CHINA, WALL HUNG LAVATORY, WITH CHICAGO FAUCET NO. 802 -665, 4" CENTERS AND .5 GPM AERATOR, 1 1/4" CHROME PLATED, BRASS (17 GUAGE) P -TRAP, WALL HUNGER, ETC. ACCEPTABLE ALTERNATE MANUFACTURERS: CRANE- 1 -412 -V HARWICH; ELJER- SIGNATURE 051 -2108 KOHLER K -2005 KINGSTON; FAUCETS FOR ALL ABOVE LAVS. PH -1 POST HYDRANT: ZURN NO. Z- 1385 -5 (3/4 "HOSE CONNECTION) EXPOSED HEAD, NON FREEZE POST HYDRANT, KEY OPERATED, VACUUM BREAKER, 24" ABOVE ROOF LINE. ACCEPTABLE ALTERNATE MANUFACTURER: WADE 8610. SK -1 PHARMACY SINK: THIS SHALL BE A SPECIAL RX CABINET SINK COMPLETE WITH FAUCET, ETC. FURNISHED BY WALGREENS, WITH STORE FIXTURES AND INSTALLED BY CONTRACTOR. (SEE DETAIL 1/P2.1). MB -1 MOP BASIN: FLORESTONE NO. MSR -2424. 24x24. FURNISH AND INSTALL MOLDED MOP SERVICE RECEPTOR WITH INTEGRAL DRAIN SUCH AS MANUFACTURED BY FLORESTONE PRODUCT CO. MOLDING SHALL BE DONE UNDER HEAT AND PRESSURE USING MATCHED METAL DIES. THE UNIT TO BE ONE PIECE WITH NO SEAMS. SHOULDERS SHALL BE NOT LESS THAN 1" WIDE, AND 9 1/2" INSIDE. UNIT SHALL HAVE RIBBED UNOERBODY AND INTEGRAL DRAIN PROVIDED FOR NON- CAULKING CONNECTION (LEAD CAULKED OPTIONAL) TO A 3" PIPE. DRAIN SHALL BE 18 GAUGE STAINLESS, FLAT TYPE, #430. MODEL SHALL CONFORM TO ANSI -Z -124.2 AND Z- 124 -6. CHICAGO FAUCET NO. 540- LD897SWXFCP (ADA) AND VACUUM BREAKER AT 3' -0" A.F.F. OR PER CODE REQUIREMENT. ACCEPTABLE ALTERNATE MANUFACTURERS: E.L. MUSTEE -63 M; SWAN -MS 2424 -3; ADVANCE TABCO- 9- OP -20; ZURN -Z -1996 24x24. FIAT - MSB 2424. UR -1 URINAL: (ADA COMPLIANT) AMERICAN STANDARD NO. 6501.010 "WASHBROOK" VITREOUS CHINA, WALL HUNG URINAL, 1.0 GPF, COMPLETE WITH SLOAN "ROYAL" 186 -1 FLUSH VALVE WITH VACUUM BREAKER AND SCREW DRIVER STOP, WALL HANGER, ETC. ACCEPTABLE ALTERNATE MANUFACTURERS: KOHLER-K- 4960 -ET BARDON; CRANE -7160 EMBASSY; ELJER -161 -1090 SAVON. US -1 UTILITY SINK: FLORESTONE MODEL 'FM', 23" X 22" FIBERGLASS REINFORCED POLYESTER RESINS, FLOOR UTILITY SINK WITH RUST FREE LEGS, LEVELERS, BACK "SHELF" (APPROX. 4" WIDE x 23 "LONG SHALL BE "PLAIN" (NO SOAP DISH ETC.) FOR MOUNTING FAUCETS & EYE WASH) FAUCETS SHALL BE ON RIGHT SIDE WITH THE EYE WASH ON THE LEFT SIDE. CHICAGO FAUCET ASSEMBLY NO. 895 WITH 3 1/2" SPOUT. ACCEPTABLE ALTERNATE MANUFACTURERS: E.L.MUSTEE. FIAT. WC -1 WATER CLOSET: (ADA COMPLIANT) AMERICAN STANDARD NO. 3043.102 TOP SPUD, MANDERA 17 "H ELONGATED; 1.6 GPF SLOAN ROYAL # 111 FLUSH VALVE; SIPHON JET; FLOOR MOUNTED; VITREOUS CHINA WATER CLOSET; CHURCH # 295C SOLID PLASTIC OPEN FRONT SEAT LESS COVER WITH CHECK HINGES & CHINA BOLT CAPS. INSTALL WATER SUPPLY PIPE CAD 28 3/4" A.F.F. ACCEPTABLE ALTERNATE MANUFACTURERS: CRANE -3H701 HYMONT ELJER- 111 -2145 SIGNATURE 17" KOHLER-K- 4302- HIGH CREST. 1 ILLMHS I tK rAUUt I ANU UKAIN UL I AIL w ao4 9A9& 4lco& OUTSIDE WALL PIPE CHASE FACILITIES PLANNING, DESIGN, & ENGINEERING 1 /2 "C. W. 106 WILMOT ROAD 1 1/2" WASTE ¢ DEERFIELD, IL 60015 -5105 AND VENT. PROJECT TYPE 1/2" H.W. 27 " DRAWINGS /SPECIFICATIONS BY: PROVIDE 1 1/4"0 OPNG. IN S.S. SINK FAUCET DECK FOR PHARMACY SINK PLAN SECTION ❑WALGREENS' FILLMASTER FAUCET. ❑ LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS'CONTRACTOR PIPE CHASE ❑ LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING 1 1/2" WASTE NEW . . . . . . . . ... ❑ AND VENT. REMODELING . NEW . . . . . . . . ... El M RELOCATION . . . . . . ❑ EXISTING . . ❑ NEW SHELL ONLY . ❑ OTHERS ......... ❑ 5 P2.1 PLUMBING FIXTURE SCHEDULE WC -2 WATER CLOSET: AMERICAN STANDARD NO. 2234.015 TOP SPUD; MADERA ELONGATED, 1.6 GPF, SLOAN # 111 FLUSH VALVE; SIPHON JET, FLOOR MOUNTED; VITREOUS CHINA WATER CLOSET. CHURCH NO.295C SOLID PLASTIC OPEN FRONT SEAT LESS COVER WITH CHECK HINGE & CHINA BOLT CAPS. INSTALL WATER SUPPLY PIPE ® 25 5/8" A.F.F. ACCEPTABLE ALTERNATE MANUFACTURERS: CRANE -3325 WHIRLTON ELJER -111 -2125 SIGNATURE. KOHLER -K- 4350 -WELL COMME. WH -1 WALL HYDRANT: WOODFORD NO. 865 ENCASED ANTI - SIPHON, AUTOMATIC DRAINING, FLUSH WALL HYDRANT. COMPLETE WITH NON- FREEZE TYPE INTEGRAL BACKFLOW PREVENTER, COPPER CASING, ALL BRONZE INTERIOR PARTS. NICKEL BRONZE BOX AND HINGED COVER WITH OPERATING KEY LOCK AND "WATER" CAST ON COVER. ROUTE COLD WATER PIPING AWAY FROM STORAGE SHELVINGS. ALTERNATE ROUTING MAY BE NEXT TO INTERIOR WALL. COORDINATE WITH D1 DRAWING. ACCEPTABLE ALTERNATE MANUFACTURERS: JOSAM- 71000; SMITH -5509 QT; WADE- 8600,175; ZURN- Z1300. ROOF DRAINS: METAL JOSAM 21000 SERIES. ACCEPTABLE ALTERNATE MANUFACTURERS SMITH - 1015; WADE - 3000; ZURN - 100. PVC SIOUX CHIEF 867 -P FLOOR DRAINS / FUNNELS: METAL 3" JOSAM 30003 -6A, 3" ZURN Z -415 -B CAST IRON BODY, 6" DIA. STRAINER OF NICKEL - BRONZE. ACCEPTABLE ALTERNATE MANUFACTURERS: SMITH & WADE 4" NICKEL - BRONZE FUNNELS. PVC SIOUX CHIEF 842 -36PNR 3" WITH 6" STRAINER NICKEL - BRONZE RING & STRAINER. 863 -FIN. NICKEL FUNNEL. CLEAN OU TS: METAL FLOOR CLEANOUT ZURN Z -1400 CAST IRON BODY WITH NICKEL - BRONZE RING AND COVER. ACCEPTABLE ALTERNATE MANUFACTURERS: JOSAM, WADE AND SMITH. METAL WALL CLEANOUT ZURN Z -1443 CAST IRON BODY WITH ABS THREADED PLUG AND 8 "X8" NICKEL - BRONZE RING ALL FRAME AND COVER. ACCEPTABLE ALTERNATE MANUFACTURERS: JOSAM, WADE AND SMITH. PVC FLOOR PVC SIOUX CHIEF 852 -4PNR WITH NICKEL RING AND COVER. WALL PVC SIMILAR TO METAL EXCEPT PVC PIPING. FLOOR SINKS: METAL ZURN Z -1901, 3" SANI -FLOR RECEPTOR 12 "X12 "X8" DEEP CAST IRON BODY WITH WHITE ACID RESISTANCE PORCELAIN ENAMEL INTERIOR AND TOP WITH ALUMINUM ANTI - SPLASH INTERIOR BOTTOM DOME STRAINER. ACCEPTABLE ALTERNATE MANUFACTURERS: JOSAM, WADE AND SMITH. PVC SIOUX CHIEF 861 -3PX 12 "X12 "X8" SINK DEEP, 861 -51 1/2 OPEN TOP GRATE 3/4" THICK PVC, 863 -U ALUMINUM BOTTOM DOME STRAINER. BEVERAGE CENTER FLOOR SINK: ZURN MODEL Z -1910, 8 "x8" A.R.E. SANI -FLOR RECEPTOR 6" SUMP DEPTH. PROVIDE TRAP AND VENT. COVER DRAIN WITH 3" TEST PLUG UNTIL BEVERAGE BAR IS INSTALLED. TEST PLUG SHALL BE BY PETERSEN MODEL 14 -18823 OR EQUAL. CONTACT PETERSEN 800 - 926 -1926. CHECK VALVES: WHEN DOUBLE TESTABLE CHECK VALVES ARE REQUIRED (WALL AND POST HYDRANTS ETC.). THEN SHALL BE INSTALLED 5 FT. MAX ABOVE FLOOR AS FOLLOWS: a. AT RECEIVING DOOR MOUNT ON WALL, THEN TO WALL HYDRANT. b. WHEN WATER DROPS TO SERVE 1 HR PHOTO SINK, TAKE A BRANCH LINE WITH SHUT -OFF VALVE AND "FEED" TO CHECK VALVE THEN UP IN PARTITION TO ABOVE CEILING, RUN ABOVE CEILING TO HYDRANT. c. HYDRANT ON ROOF- BRANCH LINE SHALL BE CONNECTED TO CHECK VALVES ON WALL IN PASSAGE #1 THEN UP WALL TO HYDRANT. NOTE: ALL PLUMBING FIXTURES SHALL BE WHITE UNLESS OTHERWISE NOTED. MAYA DALE R. W l CO. C�LTvda r a� j SAL-Gm � r�SOL) "I NO. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM cu A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE goF�oa� STATE OF XXXXXXXX AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 09918 PROJECT NAME (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE FLOOR PLAN - MECHANICAL CADD PLOT: SCALE: 1/8" =1'4' DRAWING NO. F09918D 101. DWG DRAWN BY: VOID PLOT: DBH DATE: 6/17/05 P2.1 SUPERSEDES PLAN DATED: REVIEWED BY: OF DWGS. RECIRCULATING PUMP -►-- CHECK VALVE I T ; MIXING VALVE BY WATTS MODEL -_ MMV -US 1/2" COLD WATER SUPPLY S WITH SHUT OFF VALVE. SET MIXING I TEMP 0 847. MIXED WATER SUPPLY � f TO EYE WASH (847.) 1/2" C.W. TO US -1 FAUCET END SECTION END SECTION E a 3 U.)� o� :r w II Q Ln N a N � R w aj > d 0 z� N � v ° U 0 mLI: PLAN NORTH ELECTRICAL SCALE: 1 = 20 SITE PLAN GENERAL SHEET NOTES I. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2. FOR WALGREENS STANDARD PYLON SIGN, PROVIDE (1) 20A, 120V CIRCUIT FROM PANEL 'LP -SP' TO PYLON SIGN FOR PRIMARY PANEL (16'- 8 "x5' -4 "). POWER REQUIREMENTS FOR LED READER BOARD SHALL BE BASED ON PYLON SIGN ELECTRICAL DATA SHOWN BELOW. 3. FURNISH AND INSTALL THE DRIVE ALARM SENSOR, WITH CABLE ROUTED BACK TO THE CONTROL PANEL, WHICH IS MOUNTED ON THE INTERIOR WALL OF THE DRIVE THRU WINDOW UNIT, SEE DRAWING E1.2 FOR ELECTRICAL REQUIREMENTS. 4. SEE LUMINAIRE SCHEDULE ON DRAWING E4.1 FOR LUMINAIRE INFORMATION. 5. THE SIGHT LIGHTING IS BASED ON: ❑ LITHONIA 6. PROVIDE CROWN ON TOP OF CONCRETE BASE TO COMPLETELY SHED WATER. 7. FACADE ACCENT FIXTURE BRACKET SHALL BE 3" SQUARE STRUCTURAL TUBING WELDED TO STEEL MOUNTING PLATE WITH 2" TENON AND FRICTION FIT STEEL END CAP. BRACKET MOUNTING HARDWARE SHALL INCLUDE (2) 1/2"-13x6-1/2 STAINLESS STEEL THRU BOLTS, NUTS AND LOCKWASHERS. (UTILIZE ONLY WITH CANOPY ELEVATIONS). 8• THE POLE HOLDING THE "W -1" OR THE "W -2" FACADE ACCENT FIXTURE SHALL BE LOCATED AT THE PERIMETER OF THE SITE WITHIN 20 FEET OF THE CENTER LINE OF THE " WALGREENS" LOGO SCRIPT SIGN ON THE FACADE. (UTILIZE ONLY WITH CANOPY ELEVATIONS). 9. GROUP 8, DRAWING E2, to OF CONTROL SCHEDULE CONTROLS LIGHTS REQUIRED TO ILLUMINATE PATH OF TRAVEL FROM THE STORE ENTRANCE TO THE DESIGNATED EMPLOYEE PARKING SPACES, ACCORDING TO SPECIFIC LAYOUT SHOWN ON CRITERIA DRAWING E0.1, LIGHTS ON THREE POLES ARE INCLUDED IN GROUP 8. SELECTION OF POLES IS BASED ON THE FOLLOWING LOGIC: POLE i - CLOSEST TO INTERSECTION POLE 2 -NEXT TO THE CLOSEST TO INTERSECTION ON STREET WITH HIGHER TRAFFIC COUNT (MAIN STREET) POLE 3 -THE TWO FOLLOWING OPTION ARE CONSIDERED FOR POLE LOCATION: OPTION 1: ALONG PROPERTY LINE IF PARKING STALLS ARE PRESENT AND NON RESIDENTIAL. OPTION 2: ALONG STREET WITH LOWER TRAFFIC COUNT. NOTE THAT THE SPECIFIC LIGHTING SCHEME OUTLINED ABOVE APPLIES ONLY TO THE PROTOTYPICAL SITE PLAN SHOWN HEREIN, FOR OTHER SITE LAYOUTS, PLEASE CONSULT WITH THE WALGREENS PROJECT ARCHITECT TO DETERMINE WHICH POLES SHALL BE PART OF GROUP 8. IN THE CASE OF 24 HOUR STORES, POLES DESIGNATED TO BE PART OF GROUP 8 MUST STILL BE INCLUDED, SINCE THE 24 HOUR DESIGNATION MIGHT CHANGE, 10. PROVIDE A MINIMUM OF TWO (2) 1" DIAMETER PVC CONDUITS TO PYLON SIGN(S) TO SEPARATE DATA CABLE AND POWER CIRCUITS. 2' -0" SEPARATION SHALL BE MAINTAINED BETWEEN POWER AND DATA CONDUITS. RUN DATA CONDUIT (WITH #12 WIRE FOR PULL STRING) TO OFFICE SPACE, SEE DRAWING E1.3 HEXAGON 14 ETHERNET SYSTEM, FOR EXACT LOCATION. ALL CONDUIT AND POWER SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. PYLON DATA CABLE FURNISHED AND INSTALLED BY WALGREEN CONTRACTOR. 11. THE SITE LIGHTING POLE SHALL BE USED WITH A WIND SPEED OF: a 90 MPH AND BELOW 0120 MPH AND BELOW ❑150 MPH AND BELOW REFLECTOR ORIENTATION LEGE LITHONIA BUILDING PARKING AREA 1 k t T= w ot= m_+ Q � UNT F<: 2: >1 LAMP PLACEMENT IN FI TURF Y1 2--1 KSF2 KSF2 PYLON SIGN ELECTRICAL DATA TYPE LAMPS DESCRIPTION BALLAST AMPS V.A. (PER FACET (MN E �) CIRCUITS CIRCUIT ORIGIN PRIMARY PANEL (16) 60" T -12 CWGO -- - -- 2 256 -672 1 256 -472 9.0 2.7 1080.0 324,0 (1) 20AMP, 120V , LP-SP CKT #1 LED READER BOARD TOTAL EXIST'G LEO (OPTION #1) Mac 3'-6' x 10' -11' CROUNo san REp - PFIABE a 1 - - - - -- - - - - -- 1025 513 ( (2) 2DAMP 120V (PER SIGN) , LP -SP CKT # & # 12,558 EXIST'G 0 0 0 0 (THERE NEW 900 900 EXIST"G 0 0 RX NEW 723 TWO(2) DAKTRONICS FACES 0 0 RX WA17G NEW 204 204 EXIST'G 0 ON 0 TYPICAL 1 HOUR PHOTO NEW 435 435 EXIST'G 0 0 LIQUOR NEW READER BOARD) EXIST'G 0 0 0 0 Pvvfc. MNAINIUM VMLUL KCt'RLJLIVI.'l HIV UNLIRCLT LVLNI VVNLN ALL IML F'IALLS Aft UN Al IHt 5AME TIME. TYPICAL VALUES SHOULD BE UTILIZED FOR DEMAND CALCULATIONS, POWER ENTRANCE JUNCTION BOX PROVIDED BY DAKTRONICS. MOUNTED BEHIND DISPLAY. I C FIELD INSTALLED GROUNDING ELECTRODE CONDUCTOR. COMPRESSION CONNECTION _I I I •a :: %•• :1 I A G GROUND ELECTRICAL CONTRACTOR SHALL PROVIDE A NONMETALLIC HUB WITH MATCHING COVER FOR INSPECTION AND MAINTENANCE OF GROUND CONNECTION. INSTALL FLUSH TO GRADE. ALL CONDUCTORS SHALL BE PROVIDED WITH 6' -0" OF SLACK ABOVE FOUNDATION FOR FINAL CONNECTION BY SIGN CONTRACTOR, ALL CONDUCTORS TO RUN CONCEALED, FOUNDATION NOT TO SCALE INSTALLATION OF GROUNDING ELECTRODES NOTES: A. GROUND ROD SHALL BE COPPER MINIMUM SIZE 5/8" X 8' -0" IN LENGTH BY ELECTRICAL CONTRACTOR, B,GROUNDING ELECTRODE CONDUCTOR SIZE SHALL NOT BE LESS THAN #8 AWG. IT SHALL BE ATTACHED TO GROUND ROD WITH COMPRESSION TYPE CONNECTOR. C. GROUNDING ELECTRODE CONDUCTOR SHALL BE RUN INSIDE SIGN COLUMN OR POLE (SEE DETAIL). AND TERMINATE TO THE GROUND LUG ON REAR OF DISPLAY. SEPARATE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROVIDED FOR THE SECOND DISPLAY, BOTH DISPLAYS SHALL SHARE THE SAME ROO(S), FOR EXISTING INSTALLATIONS, GROUNDING ELECTRODE CONDUCTOR COULD BE RUN ENCLOSED IN A CONDUIT ALONG THE SIGN COLUMN, D.GROUND ELECTRODE SHALL HAVE AN IMPEDANCE OF 10 OHMS OR LESS TO GROUND. MORE THAN ONE GROUND ELECTRODE MAY BE REQUIRED TO ACHIEVE THIS. E. ALL MATERIALS AND INSTALLATION SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. F. INSTALLATION SHALL SATISFY NEC AND LOCAL CODE REQUIREMENTS. GROUNDING DETAIL FOR DAKTRONICS L.E.D. READERBOARD NTS POLE CAP, FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR, F �u�_ w w = U ~ z W Q >� z ``' z ° i 0 j i w w IJ.I M m >_ 2 a o a z Ow U ui o Ooh i U) > jz L zw t= t z ui = LL N 00 � Z �o� Li Y Q � J M w 0 i 0 r1 3 E0.1 - GROUND LUG PROVIDED WITH DISPLAY REFER TO DAKTRONICS DRAWINGS FOR ADDITIONAL INFORMATION. BASE COVER. SEE NOTE 6. CROWN, TOP OF CONCRETE BASE TO SHED WATER. REINFORCING STEEL #3 TIES 12" 0,, FOUR (4) ANCHOR 5 #5 VERTICAL-j\ Z BOLTS SUPPLIED F t t _� �L WITH POLES, FINISH GRADE I (I ( 2 -1/2" I " INSTALL CONDUIT BELOW SECTION A -A 11 CONCRETE BASE, _ L _ FROST LINE (MIN. 30 ") POURED IN PLACE BY ELECTRICAL ° CONTRACTOR I oo (FREE OF FORM CONDUIT AND WIRING TO OTHER MARKS) FIXTURES. I I A I I A 2' —O "o j 0 LIGHTING STANDARD ELEVATION NTS W "9 & "0 04 " FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WI LMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY ❑ NEW LOCATION ❑ EXISTG BLDG 1 HOUR PHOTO 24 HOUR STORE ❑ REMODEL ❑ LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXIST'G TOTAL NEW GEN SALES NEW 9432 1772 1354 12,558 EXIST'G 0 0 0 0 FOOD MART NEW 900 900 EXIST"G 0 0 RX NEW 723 723 EXIST'G 0 0 RX WA17G NEW 204 204 EXIST'G 0 0 1 HOUR PHOTO NEW 435 435 EXIST'G 0 0 LIQUOR NEW EXIST'G 0 0 0 0 BSMT NEW EXIST'G 0 0 0 2ND FLOOR NEW EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXST'G 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT, RX SHELVING LINEAL FEET: 92 LN.FT. NO. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. �QNA� _ r 1S _ST 538 W. STORE NUMBER 09974 1 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE ELECTRICAL SITE PLAN CADD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: BNA VOID PLOT: 05142A Pn 1 DATE: 05 -03 -05 ■ SUPERSEDES PLAN DATED: REVIEWED BY: RLW -- SQUARE STRAIGHT STEEL POLE FINISHED DARK BRONZE POWDER COATED. SEE DRAWING E4,1, LUMINAIRE SCHEDULE AND POLE SPECIFICATION FOR POLE SELECTION. ACCESS HOLE WITH COVER AND GROUND LUG BEHIND COVER. FRONT VIEW NOT TO SCALE 3 N N Ts LARGED CROWN DETAIL LUMINAIRE I I 1 W-1" FACADE ACCENT I (UTILIZE ONLY WITH CAN .I II I. ELEVATIONS). II FACADE ACCENT FIXTURE ____________ _ _ _____ ------------------- - - - SEE NOTE 7 (UTILIZE ON - -I CANOPY ELEVATIONS). -- SQUARE STRAIGHT STEEL POLE FINISHED DARK BRONZE POWDER COATED. SEE DRAWING E4,1, LUMINAIRE SCHEDULE AND POLE SPECIFICATION FOR POLE SELECTION. ACCESS HOLE WITH COVER AND GROUND LUG BEHIND COVER. FRONT VIEW NOT TO SCALE 3 N N Ts LARGED CROWN DETAIL ra � 0 N I I a ,CI N o '- N � o% O Z Y N � U N F � � 2 3 IL 16 _Z ;:) E4.4 LP3 -21,23 / I I 86 86 / I I I / O I I + -32 ;I irlDP =to ` SEE DETAIL 1/E4.3 MEN t i i' 5 FOR 1/4 SCALE PLAN 29 `f I _ _. ; I _. ,fi TRAINING 1P2 -17 _.._.. t- �� -- --- ; , MULTIPURPOSE f �, }r I - - E_ LPCR -1 fi - i - . , .. - -- r - a - I LRCR� 16 i I i V. __ /// - iF 48 RTU -4 +:.; LP2 17 �k LP3_V - I ; j ;SEE I PHARMACY #19 69' LP2 -23 4.1" I r R 1/4 LP2 21 6 WOMEN LP -3 9 63 i 1 - FI C a iF 74 #20 qq SATELLiT DISH LP5P - 35 SEE DETAIL 8/E4.3 I LP3 -22 �L - - -f f t 0 LP2 -17 RX RR ; I 69 MDP -11 I I fi4 j LP2 it r LP2 -7 O' Ac ir- R ECEIVING r - 17 t 8' -11' , -it' 8'_11• 8' -11" 8' 11• - tt " GENEq ' 22 a - I j 1P3 =1 RTU 5 LP3 -22 5 5 55 55 �{-� 55 I 55 f. MOP I41.N.... ....� ' _ O ' VVllffll i SPu31 I tPSPa3 1 i I�PSP �' LPSP *3 1rPSP}�3J i 4.PSP}33 ! E C, 02 -11 17 C -- -- - -- -' - -�- -- - --r al--.- RTU -2 •-- -,•. -. --------- I i 1 LP3-14 I , TV ' 7 ]7 LP3 -i / P4 6g» LPt -16 LP3 -14 v 33 "- LPl -16 GENERAL SALES 38 35 55 IPSP -25 LOSP -27 39 I LP3 -12 1P3 -10 I - _._. _. _.. I 36 i I I MDP -13 i FOOD MART LP3 -10 A P 36 i » . . 16 I 8 -11 8 -it 14 -ii 8 -11" 14'�6i I ` I LP1 - j 35 I Ir10Pt F F i- - -- -- -_ I 4PSPM25 qw- 4;1 U'SP »25 38 I LP3r 1 LP3 -12 RTU -1 �< 6' -6" MOUNT 1 I 80 INSIDE LR2-8 5 83 LP3 -7 r LP3-4 COUNTER i 79 LP3 -6 J _. ' LP3 -42 i LP3 46 ,34 1 ' MOP-12 SEE DETAIL 7 E43 i 4 'z j LP3 =28 I 5S LPSP -25 59 6 p, LPt;R -9 23 I P tP3 -1 69 1 60 i RTU -6 ,LP3 -2 w LP2 -2>> C r ;TL L _ a 3 24 , 77 LP 1: 1.,•N R �4� 3 3 13 I 69 78 80 '\ LP3 -2 � LP3-4 6 7 I ' I � I I I PLAN NORTH POWER SCALD FLOOR PLAN 0 It = 1 -0 0 4' W 16' 4 I I 1P2 -36 13 -! 42 a 9 TRICAL 10 I MOUNT 47 EQUIPMENT t 17 41 ON WALL LPC - 43 ,f = Q" A�.F- 15 @ 21 4 1 ' Ll1`2 -�1 ' f 1 1 R LP2 -31 28 , . " EMPLOYEE J - t9 ROOM LP2 -13 JAIL 3 /EC: LPCR -19& " SCALE PLAN 69 �... I" i j I LPi -2 i 1 89 r7 O L - --I, w i t It it , LP1 -1 ,8 I SEE NOTE i t' -3' 13 TYP, j i it � 55 �I �I it 1 ' I tP5P+ 33 I t�PSP433 j LPfSP- i I LP3 -20 : I II i d___.. if -4- t' I }l._ LP1 - a I I ( t I I Ii 1 I U i i 53- I - - 24 ' -r 2 ' COSMETICS C LPSP -35 11' -0" SEE NOTE 13 1 60 LP3 -40 LPCR - Ii i PSP -2? LP13218 LPCR - 11 I 74 71 EQ � yyy ((��)) SHEET KEYNOTES (CONT.) UIPI«�EN�OR�CEPfAC1SRCUITS FROM PANEL 'LP -CR' FOR RX COMMUNICATION 72 ELECTRIC WALL HEATER, RAYWALL AFC SERIES, 208V.10,4000W, FORCED AIR, BUILT -IN THERMOSTAT, RECESS MOUNTED, +1' -0" A.F,F„ ACCEPTABLE ALTERNATIVE: CADAT NLW SERIES. 73 ONE J 20A.12OV.10 CIRCUIT FOR TECH EQUIPMENT RECEPTACLES FROM PANEL LpR 74 MOUNTE ELECTRONIC P SURVEILLANCE TEAS) O SYSTEM. SEE DETAIL 2/E4.4 FOR FURTHER INFORMATION, PROVIDE LOCK -ON CIRCUIT BREAKER, 75 ONE (1) 20A,120V,10 CIRCUIT TO OUTLET 1' -0" A,F.F, FOR CONVEYOR. BALDOR DRIVE EMOT�OR WITH SCR (SPEED CONTROL) C BY dOgNCVEpYOR pMFG�j FINAL CONNECTION BY HUNBELLNO C 21 �N ANO F EQUALLY SPACED AL�NGREE (3) COUNTER AT 3 -8 A.F.F,, SEE PHARMACY COUNTER ELEVATION DETAIL 2/E4.3. 78 ONE " (1) 20A,120V.10 CiRCUIT FOR 1 -HQUR PHOTO TERMINAL, RECEPTACLE MOUNTED 45 A.F.F,, CIRCUIT FROM PANEL 'LP-CR. (3 77 2 08V.10 UBBELL TIOA H9L D 'CATED ECEPTACLE MI U,Ji TO CC PaaROCLLESSOR, MO R 11 -6" A.F.F. GROUND NGSHALL CEOpNUNpE�CETNTT)O, LUG ATTACHED TO CONDRFR00WELCONNECTIOi� (SHAND5NSTALL A SIMPLY 78 TV yp (2) 20A,12OV,10 CIRCUIT CONNECT TO EACH DUPLEX RECEPTACLES, MOUNTED 1' -6" A.F,F, FOR SILVER RECbVERY UNIT AND CONTROL PANEL. 79 TWO ( ((2 20A.,(( 1 120V, 10 DEDICATED CIRCUIT FOR GENERAL PURPOSE DUPLEX S & ONN 2-GANG BOX COVER) SHA BE MOUNTTED -6 A.F.F. WITH A 6" ® POW & OR PLUGTRAK) C ONNECTIO N O U MOUNTEDONWALL 39�A,F,F TO�CENTERLI E ASSEMBLY �L'���1'�Qb. 81 1OOOW OUTLET WITH SOUQQ CONNECTION TO 4' -0" MULTI - OUTLET RACEWAY ASSEMBLY (PLUGMOLO OR PLUGTRAK), MOUNT ON Rx 'FILLING' COUNTER B SPLASH (RACEWAY FFFLUSH WITH TOP OF BACK SPLASH). RECEPTACLES SHALL BE 6 ON CENTER. 82 FURNISH AND INSTALL CONCRETE RECES ED FLOOR BOX HUBBELL �{HBLCFB301 BASE AND STEEL ((COV R ASSEMBLY HUBBELL HBLTCGNTBKSW, PROVIDE LINE 1 20A.120V,10 N 34 SIMPLEX REC ACLE HUBBELL N H L BE 536 FORP R � RESCRCP ROBOT' -20 ADD TI�NA� 1 CpNDU F O B R M IDEO X C OMMUNICATIONS CABINET 'FOR LOW VOL�AGE CABLE CONN T1p Lp px F M R C O SAL. 83 ALAODII� &&20V.10 CIRCUIT, CONNECT TO DUPLEX RECEPTACLE, V - 6" A.F.F. FOR 0 I��t�fGA�I�►� t dLa CIRCUIT, CONNECT TO DUPLEX RECEPTACLE, V -6" A.F.F. FOR 85 DLL L 3OR - 1 Wf IN SE� ;WG, 88 OC - ELECTRICk CONTRACTOR TO FURNISH AND INSTALL ONE 1C0 RR THRU FINIS E6 M M E ( - � H 22 qq�� 17 p q� 87 DUPLEX RECE�f%LV MOUNTED ABOVE P& LCYCCEILING, CCTV CAMERA, CONNECT TO 88 TO AREA GE ABOVE WALK IN COOLER/FREEZER), PdMOU AI MAINTENANCE USE A .F.F. (AT ACCESS A 99 (ROOF MOTUNTEDTOEXHAU `(RACTOR F A AN Kp ' U E T F - MFINC�ONNNRIECTg PL TO pEMO•� EE ROOM CH HTIINNG CIRCUIT INSTALL BY MECHANICAL CONT, AL CON BY ELECTRICAL CONTRACTOR, SAVIS TRANS-1 - ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ONE 90 1 3/4' CONDUIT FOR AUDIO COLES) FROM KNEE SPACE AT DRIVE -T'HRU WINDOW B N0 CE UNG VIA A 2 X 3 PULL BOX MOUNTED IN PLYWOOD BLOCKING, GENERAL SHEET NOTES 1. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC, 2. REFERENCE TO HEIGHT OF OUTLET OR RECEPTACLE SHALL BE MEASURED FROM FINISHED SALES AREA FLOOR TO CENTER OF OUTLET OR RECEPTACLE, 3. ALL RECEPTACLES SHALL BE GROUNDING TYPE, 4. WALK -IN COOLER /FREEZER NOTES: o. CONTRACTOR TO PROVIDE: DISCONNE AT T AT REFRIGERATION CONDENSING UNIT(S), INTERNAL F DRAIN NE ALL CO I RM5 CONTROL WIRING OIFH I LIGT AND WIRING CO ILS, CIRCUIT T TO DOORS, AND WIRING OF PRESSURE RELIEF F PORTS - -- (ALL FINAL CONNECTIONS), b. FOR ADDITIONAL INFORMATION SEE COOLER /FREEZER ELECTRICAL REQUIREMENTS (SEE PANEL SCHEDULE, E3,1) AND WIRING DIAGRAMS ON DRAWING E4,5. 5. ALL COMPRESSORS LISTED SEE DWG,M2,2) TO BE INSTALLED BY CONTRACTOR, ALL CIRCUITS TO BE ON LOCK-ON BREAKERS. (ALL COMPRESSORS TO HAVE BUILT -IN MAGNETIC STARTERS AND DISCONNECTS.) 6, CONDUIT SIZE TO BE 1/2" MINIMUM. PVC CONDUIT AND FITTINGS ARE ACCEPTABLE ONLY BELOW SUBBASE MATERIAL OF GROUND BEARING FLOOR SLABS WHERE SUCH USE IS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION), 7, NOT USED, 8, TEMPERATURE CONTROL WIRING - SEE MECHANICAL SPECIFICATIONS, 9, SEE DRAWING E1.6 FOR SPARE CONDUIT REQUIREMENTS. 10. 10 RECEPTAC ) S TAPE COTCH33 +) 0 OV ER ALL THE TERMINALS, S TWO P ACCIDENTAL CONTACT CT WITH THE JUNCTION BOX OR OUTLET BOX, 11, NOT USED, 12. ELECTRICAL CONNECTION FOR ROOF -TOP HVAC UNITS SHALL BE ROUTED UP THRU ROOF WITHIN UNIT CURB, 13. DIMENSION IS FROM FINISHED WALL, SEE ARCHITECTURAL FOR WALL THICKNESS. 14, CONDUIT SHALL BE ELECTRICAL METALLIC TUBING (EMT), RIGID STEEL (1/2 MINIMUM), OR MC CABLE WHERE ALLOWED BY CODE, LEGEND K KEY SWITCH P SWITCH WITH PILOT LIGHT S/C SOLID STATE SPEED CONTROL $T 1 HOUR PHOTO 0 FRACTIONAL HORSEPOWER SINGLE POLE MANUAL STARTER WITH THERMAL OVERLOAD PROTECTION. JO OUTLET (WATTAGE AND LOCATION AS NOTED) OF FLOOR JUNCTION BOX (WATTAGE AND LOCATION AS NOTED) -Q STANDARD SINGLE RECEPTACLE STOCK STANDARD DUPLEX RECEPTACLE _eTL STANDARD SIMPLEX, TWIST -LOCK (TL), RECEPTACLE =@TL STA E DUPLEX, TWIST -LOCK (TL), RECEPTACLE (SEE DETAIL 9432 TRANSIENT VOLTAGE SURGES PP ESSOR (TVSS) DUPLEX RECEPTACLE SEE DETAIL 13/E4.4 -`-- "" HOMERUN 12,558 MULTI- OUTLET RACEWAY ASSEMBLY (PLUGMOLD OR PLUGTRAK) / / MOTOR (SEE MICHANICAL PLAN AND SCHEDULE FOR SPECIFICATIONS) ❑•I UNFUSED SAFETY DISCONNECT SWITCH LEI FUSIBLE SAFETY DISCONNECT SWITCH r^ FINAL CONNECTION TO EQUIPMENT �5 SENSOR FOR THERMOSTAT (SEE DETAIL M1.1) TO THERMOSTAT, 5' - 0" A.F,F, MAX. (SEE DRAWING M 1,1) �P PHOTO CONTROL Q 0 METER SOCKET RX GROUNDING ELECTRODE (SEE DETAIL 5/E2.1) 723 SUPPLEMENTAL GROUND ROD (SEE DETAIL 5/E2.1) TVSS SURGE SUPPRESSION UNIT WP WEATHER PROOF SHEET KEYNOTES Oi ONE (i) 20A.12OV.10 CIRCUIT FOR CASH REGISTER (CR) LOCATION, SEE DETAILS t/E4,4,, 4/E4.4, & /OR 5/E4.4 FOR OUTLET MOUNTING, HOMERUN BACK TO PANEL LP -CR O2 TWO (2_) 20A.12OV.10 CIRCUITS FOR OFFICE SYSTEM EQUIPMENT RECEPTACLES, CIRCUIT FROM PANEL 'LP -CR', SEE DETAIL 12/E4,4. O3 ONE (1) 20A.120V.10 CIRCUIT FOR PHARMACY TERMINAL RECEPTACLES, CIRCUIT FROM PANEL LP _CR , SEE DETAIL 10/E4.4 AND DETAIL 2/E4.3 FOR MOUNTING REFERENCE. U4 METER AND METER PANEL. 5 MAIN DISTRIBUTION PANEL BOARD, TOP 7' -6" UP, 6 800 AMP FEED & 800 AMP MAIN CIRCUIT BREAKER: 208/12OV.30.4W, TOP 6' -6" UP, 7 NOT USED. 8 NOT gqUSED. ryp EL T�3 q� E �R 9 UIPMENT O EE PANEE , &RAWING JSDICATED TO SPECIAL ELECTRONIC 10 SURFACE MOUNTED ELECTRICAL PANEL 'LP -1', 1 i SURFACE MOUNTED ELECTRICAL PANEL 'LP -2', TOP V -6" UP, 12 SURFACE MOUNTED ELECTRICAL PANEL 'LP -3', TOP 6' -6" UP, 13 EMS PANEL, REFER TO DETAIL 1/E2.11D FOR ADDITIONAL INFORMATION, 14 SIGN [[PA }}N�ELL 'LP -SP'. 22 15 RECEPTACLES, i FOR 1 BURGLAR IT AIAE�M TELEPHONES SOUND�SYSTEMS� SEE DETAIL X 14/E4.4 FOR ADDITIONAL INFORMATION, 16 PAPER BALER OUTLET (5 H,P,208V,30� 1' -6" A.F,F„ PROVIDE DISCONNECT SEPARATE CIRCUIT). FINAL CONNECCTION BY ELEOC RICAL CONTRACTOR. (WHEN REQUIREO ( 5 ONE (1) 20A.12OV.10 SATELLITE DIGITAL INTERFACE UNIT DIU) CIRCUIT FROM PANEL LP SE E DETAIL 13/E4,4 FOR ADDITIONAL INFORMATION. t8 NOT USED, 19 ONE (1) 20A.12OV.10 TIME /ATTENDANgE SYSTEM _(_ELECTRONIC TIME CLOCK) CIRCUIT FROM PANEL LP -CR , RECEPTACLE 3 -6 UP, SEE DETAIL 9/E4.4. 20 NOT USED. 21 SAFFEETY EENCLOSUORE ROOF) WITH IN SQ ETAILD.S TI E4 2 AND OS10 8 /E L 4 E ,3 'IN UEE COVER", PASS AND SEYMOUR WEATHERPROOF 22 20OW OUTLET, MOUNTED 10' -6" A.F.F., FOR DOORBELL /TRANSFORMER. 23 COMPACTOR 5 1 DH N N 08VT30), PROVIDE A 39 (4 pA WEATHERPR OF LOCKABLE 4b " CO NNECT FI L C NET 0 AND CONT�OL WIRNG BY THE COMPACTOR INSTALLER. 24 0W OUTLET WITH SOLID CONNECTION TO V -0" MULTI - OUTLET RACEWAY. ASSEMBLY PLUGMOLD OR PLUGTRAK MOUNTED 1 -3 A,F,F, UNLESS NOTED OTHERWISE, 25 SOOW 1f+ATER COOLER OUTLET, MOUNTED V -6" A.F,F. PROVIDE LOCK -ON CIRCUIT 26 3300 MOUNTED V -6" A,F,F. FOR TV/VCR. 27 Wgi8 WITCHE REFER fS ARCHITECTURkLFIN `fERISRBELEV%NeROR EDGE, 28 PROVIDE CIRCUIT A.F,F. FOR EMPLOYEE ROOM REFRIGERATOR ® T CESS HEATER, L 1 0 " FI FS' ACCEPTABLE AET VET CADS BUILT IN SERI. ��EE gg qq�� NLW 30 W FTC % E CIRC L N �REAKERF,F, FOR PHARMACY BIOLOGICAL REFRIGERATOR. 31 20OW OUTLET, RECEPTACLE 3' -8" A,F,F, FLUSH ABOVE WORK COUNTER, UNLESS NOTED OTHERWISE, SEE DETAIL 2/E4.3, 32 200 "tqF F� �P -1 p , C CIRCUIT 8 EE DRAWING I E2.IAH GROUP 2 CONTROL SCH�DNLE, 33 1.5A. 120V OUTLET ABOVE PHARMACY CEILING FOR MOTORIZED ROLL DOWN SHUTTER, WITH THERMAL OVERLOAD SWITCH MOUNTED 4' -6" UP AS SHOWN, UNLESS NOTED OTHERWISE, SWITCH LOCATED INSIDE EA).. CRX A E R N� U (yy 3) H 60A3P O SEE NOTESO4 & � O DOIEC(NN SWITCH . PANEL, O (FLUO S20A.12OV.10 ), LET MOUNTED 8' 6 ANF,F,REEZER /COOLER DOOR LIGHTING 36 ONE (1) 20A.12OV.10 CIRCUIT FOR ANTHONY COOLER GLASS DOOR AND FRAME HEATERS, OUTLET MOUNTED 8' -6" A.F.F. 37 ONE t�I 20A,1 3OV.10 CIRCUIT FOR COOLER #i AND #2 EVAPORATOR, OUTLET MOUN IT D 8' -6 A.F.F. ® ONE (1) 20A.12OV.10 CIRCUIT FOR WALK -IN COOLER /FREEZER MAN DOOR HEATERS, OUTLET MOUNTED 8' -6 A.F.F. SEE NOTE #4, 39 ONE TE 20A.l jOV.10 CIRCUIT FOR WALK -IN FREEZER, DRAIN LINE HEATER, OUTLET MOUNTED W -6 A.F.F. SEE NOTE #4. ® ONE 1) 20A.12OV.10 CIRCUIT FOR ANTHONY FREEZER GLASS DOOR AND FRAME HEATERS, OUTLET MOUNTED 8' -6 A.F.F, SEE NOTE #4, 41 g22YY0SS0TTWEEMMQU COUNTED NNNN M�OTA9'-6- F) , LP -1', CIRCUIT 21 WATER EER TO PLUMB PLUMBING DRAWINGS FOR AD01T10rJAL INF'�RMAT�ON. 42 8KW &TW FE O � DITIMINFOF2MRTI0N ®10N14iTO2FIRJ2ALARM C FROM PANEL 'LP -CR', FOR FIRE ALARM SYSTEM, HARD 44 NOT USED. 45 NOT USED ll ® HUBBELL ' ((� NO. H13L / 2 20 R2 250V. TW ST -LOCK ) RECEPTA � N FUJI PAPER PROCESSOR, M�O���UNTED 1 -6(�" F A,F,F, EE GROU E N�D N SHALL CONNECT NTTO� LUG ATTACHED TO CON�� ACTOR D SHALL O A S & F ,R I H N AND E INSTALL T A S C CORD FOR POWER CONNECTION, WEK OD�IAPPRCfVEDLFp�TRIC�AISUPPIY 47 ONE tl) 20A.12OV.10 CIRCUIT FROM PANEL 'LP -CR' FOR UPS COMMUNICATION, MOUN )) RECEPTACLE 3' -6 A.F.R. ® ON EPTACLE 1,2 6 1AF IIRCUIT FROM PANEL 'LP -CR' FOR TRAINING TERMINAL. MOUNT 49 DRAW E1A4 gg .1 AD&I I f8 T 4 NF'ORMATISN "LP -CR' FOR COVERT CCTV SYSTEM. SEE 50 TWO (2) ,MOUNT JUNC ION BOX FOR 6 A F.FH INSIDE DR THRU SYSTEM AND UNITT.RSEE DETAIL 1/E4,3. 51 LED SIGN POWER SUPPLY RACK, SEE DWG, E1,7 FOR COMPLETE INFORMATION, 52 t000W FLOOR OUTLET FOR MULTI - OUTLET RACEWAY ASSEMBLY ((PLUGMOLD OR Bf PLUGTRAK) TQ MOUNTED ON SHELVING FIXTURE. 5 -0" MU01- OUTLET RACEWAY ASSEMBL , 1 -0' A,F,F, SEE DETAIL 8/E4,4, O 1000W FLOOR OUTLET CONNECTED TO 3' -0" PLUGMOLD AS SHOWN CONNECT PLUGMOLD OR RECEPTACLE TO FLOOR OUTLET UNDER GONDOLA, SLE DETAIL 8/E4,4. ® 20OW FLOOR OUTLET CONNECTED TO RECEPTACLE, 2 1/2" UP ON FACE OF BASE. MOUNT RECEPTACLE HORIZONTALLY, SEE DETAIL 1/E4,1, 55 35OW FLOOR OUTLET CONNECTED TO RE,CEPTACLE(S ON TOP OF GONDOLA SEE D E '4' (CIRCUITS FROM PANEL LP-SP', SEE DWG, E2,1A GROUP (1 CONTROL 56 ORE AT UP FORWARD AND 0 4 OWE WLEVEETWH M CONVEYORCOf FRAME 57 5A 120V OUTLET ABOVE CEILING FOR AUTOMATIC SLIDING DOOR(S), ® 10A,12OV,10 OUTLET WITHIN CANOPY ENCLOSURE, ABOVE PIER FOR MOTORIZED ROLL -DOWN GRILLE. LOCATE KEY SWITCH +48 A,F,F„ RECESSED IN MASONRY PIER AS SHOWN, (WHEN REQUIRED). 59 PROVIDE 20A CIRCUIT TO GFCI RECEPTACLE AND TAYMAC NO.?0510 SAFETY OUTLET ENCLOSURE (AINTITE WHILE IN USE) OR PASS & SEYMOUR WEATHERPROOF WH TICLE 2 IN-10 -63, U E COVER' ON ROOF FOR MAINTENANCE OF EQUIPMENT. REFER TO NEC AR ® 20OW OUTLET, WITH RECEPTACLE MOUNTED INSIDE CASH REGISTER STAND, REFER TO DETAILS 1, 4, AND /OR 5 ON DRAWING E4,4 FOR OUTLET MOUNTING. 61 DRIVE -ALERT SYSTEM, MODEL DA -500 WITH DA -055 DRIVE -ALERT CHIME, (CHIME MOUNTED ABOVE DRNE -THRU WINDOW) BY: A.D.I. DISTRIBUTORS, TEL, (800)3g8 -9505, WITH CONDUIT STUB -UP INSIDE DRIVE -THRU WINDOW UNIT, ROUTE CONDUIT `6" BELOW GRADE) TO DRIVE-THRU ISLAND FOR DRIVE -ALERT CABLE AND SENSORR, REFER TO DETAIL 16/E4.4 16/E4,4 FO ADDITIONAL INFORMATION, 62 REC�TACILE N ED 11_ 6' A , 120V CIRCUIT CONNEC N A.F.F, INSIDE DRIVE-THRU WINDOW UNIT (FOR EASYAIRE 10 POWE SUPPLY, REFER TO DRAWING A4,40 FOR ADDITIONAL INFORMATION. RM TRANS -TRAX SYSTEM RNE � F 15A 120V CIRCUIT CONNECTED TO ONE DUPLEX -10' A..F. REFER TO DRAWING A4.4 FOR ADDITIONAL INFO, ® ROOF MOUNTED ��gHAUST CON S FAN N'EF -1', LNpE�CT TO EN G HA p g T pL CT ICA� C NTRAN ORSTALt� ICALKCONTRACT�ENS BATHROOM R CONNECTION BY O N C MATI,6 1!11 R 78k. RE 4 DWGS E3�TA�4.6NTM TO& tvA ADDITIONAL 65 ONE 41 20A.12OV.10 CIRCUIT FROM PANEL 'LP -CR', CONNECT TO RECEPTACLE FOR FUTURE TERMINAL MOUNT RECEPTACLE 1 -6" A.F.F. ® DUP DUPLEX RECEPT CLE MOUNTED ABOVE CEILING. (SEE WING EI A CCT! NOTE 12), 67 (PL UGMOLD OR ~ MU EDONTOPOF SHELV FIXTURE (D /E4,4). 68 500W WALL OUTLET CONNECT TO 5' -0" MULTI - OUTLET AC AY PLUGMOLD OR PLUGTRAK MOUNTED ON WALL 7' -0" A.F.F. RECEPTACLES 6'� ENTER) � p N ?QQ E W D G & N L /IS EURPOSE DUPLEX RECEPTACLE, MOUNTED AT V -6" A,F,F„ UNLESS 70 N O vU NE (1) 20A.12OV,10,�W ATM OUTLET UNSWITCHE IRECT INDIVIDUAL BRANCH IRCUiT FROM PANEL LP -CR . PROVbE THREE (3� 12, WITH THIRD AS GROUND. CONDUIT GROUND NOT ACCEPTABLE), SEE DETAIL 9�E4,4, W"wg-AZZ FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WI LMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES 0 FOOD MART NEW LOCATION PHARMACY 0 SECURITY ❑ NEW LOCATION ❑ EXIST'G BLDG 1 HOUR PHOTO 0 24 HOUR STORE ❑ REMODEL ❑ LIQUOR ❑ I OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXiST'G TOTAL NEW GEN SALES NEW 9432 1772 1354 12,558 EXIST'G 0 0 0 0 FOOD MART NEW 900 900 EXIST'G 0 0 RX NEW 723 723 EXIST'G 0 0 RX WAIT'G NEW 204 204 EXIST'G 0 0 1 HOUR PHOTO NEW 435 435 EXIST'G 0 0 LIQUOR NEW EXIST'G 0 0 0 0 BSMT NEW EXIST'G 0 0 0 2ND FLOOR NEW EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXST'G 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT, GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14 820 SQ,FT. RX SHELVING LINEAL FEET: 92 LN.FT. N0. I DATE I BY DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. 1 0NAL STORE NUMBER 09974 1 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE FLOOR PLAN - POWER CADD PLOT: SCALE AS SHOWN DRAWING NO, DRAWN BY: BNA VOID PLOT: _ SUPERSEDES PLAN DATED: 05142A DATE 05 -03 -05 REVIEWED BY: RLW El m2 3 O M w I I L N O cQv � .Q 00 oa Z N � u a �r mw 1 , Z Y� V j E-r-;- --3 PHARMACY #19 Al T5D 1 TSE— 11 1 i, a d j 2 3 4 , I I g6 -- - - F -- MEN r . 2 ECTR,C�L 1PMENF �71 TRAINING i 4 MULnPURPOSE r f7 R OYES 6 t 4 Z 3' V �+ X10 WOMEN , i - r -' I i RX COMMUNLCATIONS CABINET • r'. ; . , w.. . • r•'n ,f-•^4 - :...:I I+•.• •-h — j' 1�1 RX RR Q : _.1 i ;• � � II ! i i n , �i i � �; I I j , RECEIVING 4 GENERAL STOG(I r I „ L. L I it GENERAL SALES [J A INT RF i�t` 7 ; I r (, - F000 MART i COSME7CS j T. I f 1 1,r I r� »� ,,•, �: E -I, r- it - -j �� i f' r -. -, n ^' MOUIVT*� -� �4 20 M _.1 ., j 1 �` INSIDC^w COUN _ ; I TER' ' I t I.. h � 16 h ,. • 25 4\y 1 _ 11 TI&LILE 1.1Mt PHOItI, jj — _ PLAN NORTH r"'l FLOOR PLAN -- -�ERNET SCALE: 1/16 = 1 0 0 8' 16' 32' 1 2 4 .......... .... . ........ I --- --- 67774 1; MEN T " J ELrcrRICAL ' j . �Y—' EOLIPMENT TRAIMIN , © 1 f••� , �1 1 ! -UL 9E r � EMPLOYEE - �- . .�•.T.� 'U l �.i ti 1.. �; ! I I ROW 4 •, 1 PHARMACY NI9 r'G.i� 2 •b X,GuEN r m RX RR - -1 d r • 1' -: .= � 1 ( ji , N i t i I� I ! �! + _�j ! , RECEraNC .. {... GENERAL STacN l i ij � , ..rt...1 '--1,j - -i ir�r I h .n. i i + ! h' I •$ ! � 1,_.•I I � , , —= {,_ 1,1 _41 1,r. ; n , I Tt � -r C04RAL SALES I I i ;j ryry i I T7 _— I. 4 4 F ' 1, • I � - ' ' l ., � - r I I FOOO MART LA � i ;!- + I COSMETICS I ! I if I - -- D T - - i7 FT I I i ;i t I v ,; •� ; ,; r .. i .• I' � y i i I, � j ..,.r.. - •, i j I ,! j .1,h- i i .ii. __; I. i t a i i �� I i j i :1 - '� �:71 •-; ! , i -_= `-;1 t- li . � r � ; _ � _ i ri � � . 1, r —, , i �_I 11 I ! r PLAN NORTH FLOOR SCALE: 1 1 -- SATELLITE SY STEM SYSTEM - " i 14 ONE 1) ETHERNET CABLE (CAT5e) FROM THE OFF''. ' TO THE 'HOFFMAN' BOX (SUPPLIED BY THE SIGN MANUFACTURER) ON " BASE OF THE SIGN POLE VIA 1" CONDUIT (MINIMUM). CONDUIT -L HAVE NO MORE THAN TWO (2) 90 DEGREES BENDS AND A #12 w FOR PULL STRING. TERMINATE WITH SIEMON CAT5E JACK ASSEMBLY, 15 NOT USED. 16 THREE (3) ETHERNET CABLES (CAT5E) TC 1 HOUR PHOTO CASH REGISTER, IN 1" CONDUIT MINIMUM (BELL',; �DLAB) FROM CATEGORY 5E SIEMON PATCH PANEL (ON RX COMMUNICATION CABINET) TO TERMINATION (WITH SIEMON SURFACE MOUNTS' 5E JACK ASSEMBLY) AT EACH 1 HOUR PHOTO CASH REGISTER LOCA 1 LEGEND TA TIME / ATTENDANCE CABLE - -- AS400-- TWINAXIAL CABLE (AS400 /AS400 TERMINAL). BELDEN 9207 _CAT5E— ETHERNET (CAT5E) CABLE, BELDEN 1700A DATA TWIST 350, - - --CAT3 CATEGORY 3 CABLE (25 PAIR) BELDEN 1232A1, ETHERNET SYSTEM NOTES 1. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2. ETHERNET "CATEGORY 5E" AND "CATEGORY 3" CABLES TO BE FURNISHED AND INSTALLED BY WALGREENS CONTRACTOR (CERTIFIED CATEGORY 5E INSTALLER) AND SHALL FOLLOW "EIA /TIA" CATEGORY 5E SPECIFICATIONS. THE ETHERNET ZCATEGORY 5E) SYSTEM SHALL ALSO BE TESTED WITH A WAVETECH /WIRESCOPE DEVICE AND REPORT SUBMITTED TO WALGREEN CO. 3, TWINAXIAL AB FURNISHED C LE UR SHEO BY WALGREENS AND INSTALLED S LLED BY LANDLORDS CONTRACTOR, 4. ALL CONDUITS TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE PULL BOX AT DATA RACK LOCATION. ELECTRICAL CONTRACTOR SHALL FURNISH #12 PULL STRING IN EACH CONDUIT. 5. IF CABLES ARE ROUTED BELOW FLOOR, THEN USE 1" CONDUIT (MINUMIM). 6, IF CABLES ARE ROUTED ABOVE CEILING (SEE DETAIL 7/E4.4 FOR CONDUIT IN WALL), NO CONDUIT NECESSARY (ABOVE CEILINGS) IF CABLES ARE RATED IN ACCORDANCE TO NATIONAL ELECTRICAL CODE FOR USE ABOVE CEILING, OTHERWISE PROVIDE CONDUIT (3/4" MINIMUM). 7. FOR FURTHER INFORMATION CONTACT WALGREENS' MANAGER OF FACILITIES TECHNOLOGY. EIA /TIA CATEGORY 5E WIRING GUIDELINES 1. ALL WIRING PATCH PANELS, TERMINATIONS, JUMPERS AND OUTLETS MUST BE EIA /TIA 568A CATEGORY 5E COMPLIANT, 2. THE CATEGORY 5E MAXIMUM CABLE LENGTH WILL NOT EXCEED 295 FEET, 3. PATCH CORD LENGTH AT THE PATCH PANEL WILL NOT EXCEED 23 FEET, 4. MAXIMUM CABLE LENGTH FOR CABLES CONNECTING STATION EQUIPMENT TO WORK STATION TERMINATIONS WILL NOT EXCEED 10 FEET. 5. ALL OUTLETS, CABLE AND ELECTRONIC EQUIPMENT MUST BE COMPLIANT WITH FCC PART 68. 6, ALL TERMINATIONS TO OUTLETS SHALL BE EIA/TIA 568 COMPLIANT, THAT IS, MAINTAIN THE NUMBER OF CABLE TWISTS AND INSULATION WITHIN 1/2 INCH OF THE TERMINATION/PU NCH DOWN, 7• LEAVE SERVICE LOOP OF 3 FEET (MINIMUM) AT TERMINATION POINTS. 8. DO NOT EXCEED THE RECOMMENDED PULLING TENSION ON CABLES OF 25 LBS. 9, DO NOT DAMAGE OR CHAFE THE OUTER JACKET OF THE CABLE, 10. DO NOT EXCEED THE MINIMUM BEND RADIUS OF EIGHT TIMES THE OUTSIDE CABLE DIAMETER (I.E. IF THE CABLE DIAMETER IS 1/4 INCH. THEN THE BEND RADIUS IS 2 INCHES). 11, DO NOT OVER CINCH CABLE WHEN USING CABLE TIES OR VELCRO STRAPS, 12. REMOVE ONLY THE AMOUNT OF CABLE JACKET THAT IS NECESSARY FOR TERMINATION (CABLE JACKET REMOVAL MUST NOT EXCEED 1/2 INCH NEAR THE TERMINATION). 13. CABLE PATHWAYS SHALL BE ROUTED AWAY FROM ANYTHING THAT COULD CAUSE ELECTROMAGNETIC INTERFERENCE. A MINIMUM SEPARATION OF 5 INCHES SHOULD BE MAINTAINED FROM FLUORESCENT FIXTURES AND 24" FROM FAN MOTORS. SATELLITE SYSTEM KEYED NOTES �1 COAXIAL DIGITAL INTERFACE UNIT (DIU) CABLE, ROUTE TO SATELLITE ANTENNA LOCATION ON ROOF, SEE DETAIL 1/E4.2. PROVIDE 15' OF SLACK CABLE AT EACH END, COIL THE REMAINING CABLE IN THE CEILING, DO NOT CUT CABLE. O TWO (2) COAXIAL VIDEO CABLES, BELDEN RG6 -9116 TO WALL MOUNTED RG6 CONNECTOR (IN TRAINING ROOM). SEE DETAIL 1 & 6/E4.2 AND SATELLITE SYSTEM NOTE 1C, LABEL EACH END OF CABLE: 1— "VIDEO" 2— "AUDIO" ONE (1) COAXIAL VIDEO CABLE, BELDEN RG6 -9116 FROM BRIGHTON UNIT (LOCATED IN RX COMMUNICATION CABINET) TO TELEPHONE TERMINAL BOARD. TERMINATE WITH "F" CONNECTOR AT EACH END. LABEL EACH END "SOUND SYSTEM" SATELLITE SYSTEM NOTES 1, CABLE ROUTING INTERCONNECTING IFL CABLES (LOW ENERGY) THE INTERCONNECTING IFL CABLES CONSISTS OF THE COAXIAL DIU /0 CABLE AND THE COAXIAL VIDEO CABLE, A. CABLES ARE TO BE ENCLOSED IN A RACEWAY WHEN ROUTED THRU WALLS. B, A MINIMUM BEND RADIUS OF 6" IS REQUIRED FOR ALL CABLES AND A SUITABLE JUNCTION BOX OR OTHER APPROPRIATE ACCESS IS REQUIRED FOR TIGHT BENDS GREATER THAN 60 DEGREES, C. CABLES MAY BE RUN EXPOSED IN CEILING SPACE. COAXIAL DIU /0 CABLE FURNISHED BY WALGREENS AND INSTALLED BY THE CONTRACTOR, COAXIAL VIDEO CABLE ( BELDEN RG6 -9116) FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, FOR FURTHER INFORMATION CONTACT WAGREEN'S RETAIL SYSTEMS INSTALLATION DEPARTMENT. D. PROVIDE RACEWAY IN PLENUM CEILING SPACE, HOWEVER, AS AN ALTERNATIVE, USE PLENUM TYPE (TEFLON) CABLES AS ACCEPTED BY THE NATIONAL ELECTRICAL CODE, AS CLASSIFIED BY UNDERWRITERS LABORATORIES, INC, (UL) FOR USE WITHOUT CONDUIT IN RETURN AIR DUCTS AND PLENUMS, AND AS SPECIFIED BY HUGHES, 2, GROUNDING SEE GROUNDING NOTE #1 AND #2 ON DWG, E2.1. 3, GROUNDING TEST THE DC RESISTANCE BETWEEN THE GROUND WIRE (GREEN GROUND WIRE) AND THE ELECTRICAL JUNCTION BOX (EQUIPMENT CHASIS GROUND OR MECHANICAL GROUND) SHALL BE: A. CONNECTION TO METALLIC COLD WATER PIPE: 2 OHMS OR LESS. B. CONNECTION TO GROUNDED STRUCTURAL STEEL MEMBER: 2 OHMS OR LESS C. CONNECTION TO DRIVEN GROUND ROD: 2 OHMS OR LESS, UNDER ADVERSE CONDITIONS WHEN 2 OHMS IS NOT ACHIEVABLE CONTACT WALGREENS CONSTRUCTION SUPERINTENDENT FOR FURTHER DIRECTION. NOTE: SEPARATE FROM EXISTING ADDITIONAL ISOLATED GROUNDING ELECTRODE OF SERVICE PANEL BOARD. w "gAgZ 40 & FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA ETHERNET SYSTEM KEYED NOTES O i TWINAXIAL CABLE FROM THE AS400 TERMINAL IN THE OFFICE TO AS400 17 BAVIS TRANS -TRAX OR DIEBOLD SYSTEM - THREE (3) ETHERNET CABLES NEW LOCATION ❑ EXISTG BLDG ON THE TECH EQUIPMENT CABINET, (PROVIDE 10' OF SLACK CABLE AT 24 HOUR STORE ❑ (CAT5e) IN 1" CONDUIT MINIMUM (BELOW SLAB) FROM KSU (MOUNTED LIQUOR ❑ EACH END), SQUARE FOOT AREA SUMMARY ON TELEPHONE BOARD) TO TERMINATION (WITH SIEMON SURFACE SALES STOCK SERVICE MOUNTED CAT5E JACK ASSEMBLY) AT PHARMACY DRIVE THRU WINDOW (2 TIME /ATTENDANCE CABLE, (FROM TECH EQUIPMENT CABINET TO NEW LOCATION FOR COMMUNICATION SYSTEM, 1772 TIME /ATTENDANCE EQUIPMENT) ONE (1) ETHERNET (CAT5e) CABLE, 12,558 EXISTG (PROVIDE 10' SLACK CABLE AT EACH END, TERMINATED BY WALGREEN 1$ ONE (1) ETHERNET CABLE (CAT5e) FROM THE CATEGORY 5E SIEMON 0 DTR), FOOD MART PATCH PANEL (ON RX COMMUNICATION CABINET) TO TERMINATION (WITH 900 SIEMON RECESSED MOUNTED CAT5E JACK ASSEMBLY) AT ACCESS POINT U3 ONE (1) ETHERNET CABLE (CAT5e) TO EACH PHARMACY TERMINAL, FROM o RF (MOUNTED ON CEILING, CENTERED ON GENERAL SALES AREA). THE CATEGORY 5e SIEMON PATCH PANEL (ON RX COMMUNICATION RX NEW CABINET) TO TERMINATION (WITH SIEMON SURFACE MOUNTED CAT5e JACK 19 ONE (1) ETHERNET CABLE (CAT5e) FROM THE CATEGORY 5E SIEMON ASSEMBLY) PHARMACY L TEACH TERMIN Y) EXISTG . » - PATCH PANEL (ON RX COMMUNICATION CABINET) TO ABOVE 4 0 BACK O ETHERNET CABLE (CAT5e) FROM CATEGORY 5E SIEMON PATCH PANEL (ON 0 WORK COUNTER IN PHARMACY, TERMINATE WITH COLOR "BLACK" CAT5E JACK ASSEMBLY, LABEL AS 'RXS" (FOR Rx SUPERVISOR'S LAPTOP), RX WAITG RX COMMUNICATION CABINET) TO TERMINATION (WITH SIEMON SURFACE 204 MOUNTED CAT5e JACK ASSEMBLY) 20 TWO (2) ETHERNET CABLES (CAT5e) FROM CATEGORY 5E SIEMON PATCH 0 PANEL (ON RX COMMUNICATION CABINET ) TO TERMINATION (WITH SIEMON O ONE (1) ETHERNET CABLE (CAT5e) FROM CATEGORY 5E SIEMON PATCH NEW FLUSH MOUNTED CAT5e JACK ASSEMBLY) ON BACK WALL OF 1 HOUR P ANEL ON RX COMMUNICATION ( CABINET) TO TERMINATION (WITH SIEMON PHOTO (FOR FUJI EQUIPMENT). EXISTG SURFACE MOUNTED CAT5e JACK ASSEMBLY) AT OFFICE LOCATION (FOR 0 PRINTER). 21 TWO (2) ETHERNET CABLES (CAT5e) FROM CATEGORY 5E SIEMON PATCH PANEL (ON RX COMMUNICATION CABINET) TO TERMINATION (WITH SIEMON O ONE (1) CATEGORY 3 (25 PAIR) CABLE FROM KSU TO THE LEVEL 3 0 FLUSH MOUNTED CAT5e JACK ASSEMBLY, ABOVE WORK COUNTER) ON 0 PATCH PANEL (ON RX COMMUNICATION CABINET), SIDE WALL OF 1 HOUR PHOTO (FOR FUTURE TERMINAL AND KIOSK). U7 ONE (1) ETHERNET CABLE (CAT5e) TO EACH CASH REGISTER (EXCLUDING 22 ONE (1) ETHERNET CABLE (CAT5e) FROM CATEGORY 5E SIEMON PATCH 1 HOUR PHOTO CASH REGISTERS), FROM CATEGORY 5E SIEMON PATCH EXIsrG PANEL ( ON RX COMMUNICATION CABINET) TO TERMINATION (WITH SIEMON 0 PANEL (ON RX COMMUNICATION CABINET) TO TERMINATION (WITH SIEMON 0 FLUSH MOUNTED CAT5e JACK ASSEMBLY ABOVE WORK COUNTER ON SIDE 2ND FLOOR SURFACE MOUNTED CAT5e JACK ASSEMBLY) AT EACH CASH REGISTER WALL OF 1 -HOUR PHOTO (FOR DENSITOMETER [ "OASIS"] UNIT). LOCATION. 23 ONE (1) ETHERNET CABLE (CAT5e) FROM WALL BESIDE "ALADDIN KIOSK: O TWO (2) ETHERNET CABLES (CAT5e) FROM THE POS CONTROLLER AND 0 (UNLESS NOTED OTHERWISE) TO WALL BEHIND "PIC" (PICTURE IMAGE AXIS UNIT (WITH SIEMON SURFACE MOUNTED CAT5e JACK ASSEMBLY) IN 11,694 CONTROLLER) WITH SIEMON CAT5e JACK ASSEMBLY ON BOTH CABLE 1354 THE OFFICE TO THE RX COMMUNICATION CABINET (TERMINATED BY 14,820 ENDS. 0 WALGREEN DTR). 0 0 TOTAL AREA: FIRST FLOOR 14 820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. 24 ONE (1) ETHERNET CABLE (CAT5e) FROM CATEGORY 5e SEIMON PATCH � 9 TWO (2) ETHERNET CABLES (CAT5e) FROM THE TECH CABINET TO THE PANEL (ON RX COMMUNICATION CABINET ) TO TERMINATION (WITH SEIMON RX COMMUNICATION CABINET (TERMINATE WITH SIEMON CAT5e JACK FLUSH MOUNTED CAT5e JACK ASSEMBLY) LOCATED NEAR THE TELEPHONE ASSEMBLY). TERMINAL BOARD (FOR BURGLAR ALARM). 10 TWO (2) ETHERNET CABLE (CAT5e) TO THE TRAINING ROOM TERMINAL 25 ONE (1) ETHERNET CABLE (CAT5e) FROM CATEGORY 5E SIEMON PATCH CATEGORY 5E SIEMON PATCH PANEL (ON RX COMMUNICATION CABINET) PANEL (ON RX COMMUNICATION CABINET TO TERMINATION (WITH SIEMON TO TERMINATION (WITH SIEMON SURFACE MOUNTED CAT5e JACK FLUSH MOUNTED CAT5E JACK ASSEMBLY 3 LOCATED BEHIND ATM ASSEMBLY) POINT. TERMINAL. 11 TWO (2) ETHERNET CABLE (CAT5e) FROM FL R BOX TO RX 26 ONE (1) ETHERNET CABLE (CAT5e) FROM 1900 BOX OUTSIDE OF EMS COMMUNICATION CABINET IN 1" CONDUIT MIN l (1" MIN. BELOW SLAB), PANEL TO CATEGORY 5e SIEMON PATCH PANEL (ON Rx COMMUNICATON TERMINATE WITH SIEMON CAT,5E JACK ASSEM ',.Y, LABEL BOTH ENDS OF CABINET). (APPLIES 2= TO STORES WITH "CARRIER" HVAC ROOF TOP CABLE: 1- "PRESCRIPTION FILLING ROBOT UP,, , ;- "PRESCRIPTION FILLING UNITS), ROBOT ". 12 ONE (1) ETHERNET CABLE (CAT5e) FROM 190 °1.tX OUTSIDE OF PANEL 27 TWO (2) ETHERNET CABLES (CAT5e) FROM CATEGORY 5e SIEMON PATCH PANEL RX COMMUNICATION CABINET) TO TELEPHONE TERMINAL "LP'N " (APPLIES TO SIEMENS INSTABUS) TO �X tON COMMUNICATION BOARD TEL.ECO D- MARK' (TERMINATED ON A SIEMON SURFACE MOUNTED CABINET. TERMINATE WITH SIEMON CATSE JACK' -- SEMBLY. CAT5E JACK ASSEMBLY), FOR FUTURE T -1 ACCESS. LABEL CABLES 'CARRIED T -1 #1' AND 'CARRIER T -1 #2' RESPECTIVELY ON BOTH ENDS, 13 ONE (1) ETHERNET CABLE (CAT5e) FROM THE CA ;TRY SE SIEMON PATCH PANEL (ON RX COMMUNICATION CABINET) :' VALL ABOVE 40" 28 ONE (1) ETHERNET CABLE (CAT5e) FROM CATEGORY 5E SIEMON PATCH HIGH WORK COUNTER IN OFFICE. TERMINATE WITS, :OLOR "BLACK" PANEL (ON RX COMMUNICATION CABINET) TO PHARMACY "FILLING SIEMON CAT5E JACK ASSEMBLY. LABEL AS 'DM •; °OR DISTRICT COUNTER" (TERMINATED ON A SIEMON SURFACE MOUNTED CAT5e JACK MANAGER'S LAPTOP), ASSEMBLY), FOR RX SCALE, 14 ONE 1) ETHERNET CABLE (CAT5e) FROM THE OFF''. ' TO THE 'HOFFMAN' BOX (SUPPLIED BY THE SIGN MANUFACTURER) ON " BASE OF THE SIGN POLE VIA 1" CONDUIT (MINIMUM). CONDUIT -L HAVE NO MORE THAN TWO (2) 90 DEGREES BENDS AND A #12 w FOR PULL STRING. TERMINATE WITH SIEMON CAT5E JACK ASSEMBLY, 15 NOT USED. 16 THREE (3) ETHERNET CABLES (CAT5E) TC 1 HOUR PHOTO CASH REGISTER, IN 1" CONDUIT MINIMUM (BELL',; �DLAB) FROM CATEGORY 5E SIEMON PATCH PANEL (ON RX COMMUNICATION CABINET) TO TERMINATION (WITH SIEMON SURFACE MOUNTS' 5E JACK ASSEMBLY) AT EACH 1 HOUR PHOTO CASH REGISTER LOCA 1 LEGEND TA TIME / ATTENDANCE CABLE - -- AS400-- TWINAXIAL CABLE (AS400 /AS400 TERMINAL). BELDEN 9207 _CAT5E— ETHERNET (CAT5E) CABLE, BELDEN 1700A DATA TWIST 350, - - --CAT3 CATEGORY 3 CABLE (25 PAIR) BELDEN 1232A1, ETHERNET SYSTEM NOTES 1. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2. ETHERNET "CATEGORY 5E" AND "CATEGORY 3" CABLES TO BE FURNISHED AND INSTALLED BY WALGREENS CONTRACTOR (CERTIFIED CATEGORY 5E INSTALLER) AND SHALL FOLLOW "EIA /TIA" CATEGORY 5E SPECIFICATIONS. THE ETHERNET ZCATEGORY 5E) SYSTEM SHALL ALSO BE TESTED WITH A WAVETECH /WIRESCOPE DEVICE AND REPORT SUBMITTED TO WALGREEN CO. 3, TWINAXIAL AB FURNISHED C LE UR SHEO BY WALGREENS AND INSTALLED S LLED BY LANDLORDS CONTRACTOR, 4. ALL CONDUITS TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE PULL BOX AT DATA RACK LOCATION. ELECTRICAL CONTRACTOR SHALL FURNISH #12 PULL STRING IN EACH CONDUIT. 5. IF CABLES ARE ROUTED BELOW FLOOR, THEN USE 1" CONDUIT (MINUMIM). 6, IF CABLES ARE ROUTED ABOVE CEILING (SEE DETAIL 7/E4.4 FOR CONDUIT IN WALL), NO CONDUIT NECESSARY (ABOVE CEILINGS) IF CABLES ARE RATED IN ACCORDANCE TO NATIONAL ELECTRICAL CODE FOR USE ABOVE CEILING, OTHERWISE PROVIDE CONDUIT (3/4" MINIMUM). 7. FOR FURTHER INFORMATION CONTACT WALGREENS' MANAGER OF FACILITIES TECHNOLOGY. EIA /TIA CATEGORY 5E WIRING GUIDELINES 1. ALL WIRING PATCH PANELS, TERMINATIONS, JUMPERS AND OUTLETS MUST BE EIA /TIA 568A CATEGORY 5E COMPLIANT, 2. THE CATEGORY 5E MAXIMUM CABLE LENGTH WILL NOT EXCEED 295 FEET, 3. PATCH CORD LENGTH AT THE PATCH PANEL WILL NOT EXCEED 23 FEET, 4. MAXIMUM CABLE LENGTH FOR CABLES CONNECTING STATION EQUIPMENT TO WORK STATION TERMINATIONS WILL NOT EXCEED 10 FEET. 5. ALL OUTLETS, CABLE AND ELECTRONIC EQUIPMENT MUST BE COMPLIANT WITH FCC PART 68. 6, ALL TERMINATIONS TO OUTLETS SHALL BE EIA/TIA 568 COMPLIANT, THAT IS, MAINTAIN THE NUMBER OF CABLE TWISTS AND INSULATION WITHIN 1/2 INCH OF THE TERMINATION/PU NCH DOWN, 7• LEAVE SERVICE LOOP OF 3 FEET (MINIMUM) AT TERMINATION POINTS. 8. DO NOT EXCEED THE RECOMMENDED PULLING TENSION ON CABLES OF 25 LBS. 9, DO NOT DAMAGE OR CHAFE THE OUTER JACKET OF THE CABLE, 10. DO NOT EXCEED THE MINIMUM BEND RADIUS OF EIGHT TIMES THE OUTSIDE CABLE DIAMETER (I.E. IF THE CABLE DIAMETER IS 1/4 INCH. THEN THE BEND RADIUS IS 2 INCHES). 11, DO NOT OVER CINCH CABLE WHEN USING CABLE TIES OR VELCRO STRAPS, 12. REMOVE ONLY THE AMOUNT OF CABLE JACKET THAT IS NECESSARY FOR TERMINATION (CABLE JACKET REMOVAL MUST NOT EXCEED 1/2 INCH NEAR THE TERMINATION). 13. CABLE PATHWAYS SHALL BE ROUTED AWAY FROM ANYTHING THAT COULD CAUSE ELECTROMAGNETIC INTERFERENCE. A MINIMUM SEPARATION OF 5 INCHES SHOULD BE MAINTAINED FROM FLUORESCENT FIXTURES AND 24" FROM FAN MOTORS. SATELLITE SYSTEM KEYED NOTES �1 COAXIAL DIGITAL INTERFACE UNIT (DIU) CABLE, ROUTE TO SATELLITE ANTENNA LOCATION ON ROOF, SEE DETAIL 1/E4.2. PROVIDE 15' OF SLACK CABLE AT EACH END, COIL THE REMAINING CABLE IN THE CEILING, DO NOT CUT CABLE. O TWO (2) COAXIAL VIDEO CABLES, BELDEN RG6 -9116 TO WALL MOUNTED RG6 CONNECTOR (IN TRAINING ROOM). SEE DETAIL 1 & 6/E4.2 AND SATELLITE SYSTEM NOTE 1C, LABEL EACH END OF CABLE: 1— "VIDEO" 2— "AUDIO" ONE (1) COAXIAL VIDEO CABLE, BELDEN RG6 -9116 FROM BRIGHTON UNIT (LOCATED IN RX COMMUNICATION CABINET) TO TELEPHONE TERMINAL BOARD. TERMINATE WITH "F" CONNECTOR AT EACH END. LABEL EACH END "SOUND SYSTEM" SATELLITE SYSTEM NOTES 1, CABLE ROUTING INTERCONNECTING IFL CABLES (LOW ENERGY) THE INTERCONNECTING IFL CABLES CONSISTS OF THE COAXIAL DIU /0 CABLE AND THE COAXIAL VIDEO CABLE, A. CABLES ARE TO BE ENCLOSED IN A RACEWAY WHEN ROUTED THRU WALLS. B, A MINIMUM BEND RADIUS OF 6" IS REQUIRED FOR ALL CABLES AND A SUITABLE JUNCTION BOX OR OTHER APPROPRIATE ACCESS IS REQUIRED FOR TIGHT BENDS GREATER THAN 60 DEGREES, C. CABLES MAY BE RUN EXPOSED IN CEILING SPACE. COAXIAL DIU /0 CABLE FURNISHED BY WALGREENS AND INSTALLED BY THE CONTRACTOR, COAXIAL VIDEO CABLE ( BELDEN RG6 -9116) FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, FOR FURTHER INFORMATION CONTACT WAGREEN'S RETAIL SYSTEMS INSTALLATION DEPARTMENT. D. PROVIDE RACEWAY IN PLENUM CEILING SPACE, HOWEVER, AS AN ALTERNATIVE, USE PLENUM TYPE (TEFLON) CABLES AS ACCEPTED BY THE NATIONAL ELECTRICAL CODE, AS CLASSIFIED BY UNDERWRITERS LABORATORIES, INC, (UL) FOR USE WITHOUT CONDUIT IN RETURN AIR DUCTS AND PLENUMS, AND AS SPECIFIED BY HUGHES, 2, GROUNDING SEE GROUNDING NOTE #1 AND #2 ON DWG, E2.1. 3, GROUNDING TEST THE DC RESISTANCE BETWEEN THE GROUND WIRE (GREEN GROUND WIRE) AND THE ELECTRICAL JUNCTION BOX (EQUIPMENT CHASIS GROUND OR MECHANICAL GROUND) SHALL BE: A. CONNECTION TO METALLIC COLD WATER PIPE: 2 OHMS OR LESS. B. CONNECTION TO GROUNDED STRUCTURAL STEEL MEMBER: 2 OHMS OR LESS C. CONNECTION TO DRIVEN GROUND ROD: 2 OHMS OR LESS, UNDER ADVERSE CONDITIONS WHEN 2 OHMS IS NOT ACHIEVABLE CONTACT WALGREENS CONSTRUCTION SUPERINTENDENT FOR FURTHER DIRECTION. NOTE: SEPARATE FROM EXISTING ADDITIONAL ISOLATED GROUNDING ELECTRODE OF SERVICE PANEL BOARD. w "gAgZ 40 & FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES N FOOD MART m NEW LOCATION M PHARMACY M SECURITY ❑ NEW LOCATION ❑ EXISTG BLDG 1 HOUR PHOTO M 24 HOUR STORE ❑ REMODEL ❑ LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXISTG TOTAL NEW GEN SALES NEW 9432 1772 1354 12,558 EXISTG 0 0 0 0 FOOD MART NEW 900 900 ExlsrG o 0 RX NEW 723 723 EXISTG 0 0 RX WAITG NEW 204 204 EXISTG 0 0 1 HOUR PHOTO NEW 435 435 EXISTG 0 0 LIQUOR NEW EXISTG 0 0 0 0 BSMT NEW EXIsrG 0 0 0 2ND FLOOR NEW EXISTG 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXST'G 0 0 0 0 TOTAL AREA: FIRST FLOOR 14 820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT. RX SHELVING LINEAL FEET: 92 LN.FT. NO. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR SS �l1NA(, � UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED 8 8 ARCHITECT OR ENGINEER d UNDER THE LAWS OF THE q STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. OF �r W. M� STORE NUMBER 09974 1 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE FLOOR PLAN - ETHERNET & SATELLITE SYSTEMS CADD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: BNA VOID PLOT: 05142A DATE: 05 -03 -05 El m3 SUPERSEDES PLAN DATED: REVIEWED BY: RLW 3 4 BURGLAR ALARM SYSTEM NOTES BUR" ALARM CONTROL PANEL 1. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL T LOCATION TO BE ADJACENT TO CODES, ORDINANCES, ETC. FACILITIES PLANNING, DESIGN, & ENGINEERING A TELEPHG� E CABINET. 2. BURGLAR ALARM SYSTEM DEVICES FURNISHED BY WALGREENS, CABLES 106 WILMOT ROAD FURNISHED AND INSTALLED BY CONTRACTOR, FINAL CONNECTION OF DEERFIELD, IL 60015-5105 MEN EE1 EOU. r. T DEVICES BY WALGREENS (DTR). PROJECT DATA MULTIPURPOSE BAC 3. THIS DRAWING SHO WS ONLY WORK DONE BY THE ELECTRICAL nt � -_ ALARM SIREN CONNECTION DETAIL TYPE 11 - -f = iii ;_.` "'� ��J ( O' - - -- -- . CONTRACTOR AND OES NOT SHOW A COMPLETE SYSTEM. ADDITIONAL GENERAL SALES FOOD MART E PHARMACY P9 All C EILING (DTR). PIR MOTION DETECTOR & DOOR CONTACT INSTALLATION BY WALGREENS PHARMA SECURITY ❑ NEW LOCATION PH I CABLE OPENING IN NEW LOCATION OUR STORE I HOUR PHOTO 24 H 4. CABLE REQUIREMENTS: EXIsrG BLDG MOUNT 0 ❑ WALL I SIREN OVER CABLE I (A)- 18 GAUGE, 2 CONDUCTOR, TWISTED & STRANDED (BELDEN 53000E) REMODEL F LIQUOR ❑ OTHER ❑ OPENING (B)- 18 GAUGE, 4 CONDUCTOR, TWISTED & STRANDED (BELDEN If r _ a 5302UE). q SQUARE FOOT AREA SUMMARY RX 5. ALARM STROBE AND ALARM SIREN TO BE INSTALLED A MINIMUM OF TOTAL TOTAL DEPARTMENT A SALES STOCK SERVICE 6'-0 APART. To EXISrG NEW '4 - =r r. I w l r r .I ! I NEW 9432 1772 1354 AS 12,558 GLEN REcEr-ANG L ALARM SIREN SALES GENERAL 4 NERAL STOCK! f __4 EXIS'rG 0 0 0 0 4� E =14 I- U.11 Orin E uj to N O 04 : ao 0 N z N 00 u M ALARM RE44VER KEYPAD CONNECTION DETAIL STROBE CONNECTION DETAIL + IS :SEE DE;5/El .4 i i� It cl 1 �j i CABLE OPENING L r IN WALL i_4 if CABLE OPENING IN WALL -7 TO MOUNT SIREN OVER CABLE i I -7 7 it--: L OPENING I B 17 QIES: PULL CABLE DOWN WALL AND A O AY.F. L OENERAL ;AkfS UT AT 55 * 2. PROVIDE 3 FT. OF SLACK To CABLE, 3. KEYPAD TO BE MOUNTED ON ST A'I ;j WALL (OVER CABLE OPENING) STOBE A 55" A.F.F. _._ � I FE1,4 LEGEND FBACP1 BURGLAR ALARM CONTROL PANEL ALARM SIREN STROBE IIKP ALPHA KEYPAD PIR PIR MOTION DETECTOR -A CABLE - SEE BURGLAR ALARM SYSTEM NOTE #4 RX CABLE - SEE BURGLAR ALARM SYSTEM NOTE #4 FOOD MART vvv EXIS 0 0 RX NEW 723 1 723 ExisrG 0 01 RX WA17G NEW 204 204 E)OS'rG 0 0 1 HOUR PHOTO NEW 435 435 EXIsrG 0 01 LIQUOR NEW EXISTG 0 0 0 0 FOOD MART -UP DETAIL BSMT NEW 'TAIL I BURGLAR ALARM RECEIVER DE EQUIPMENT CONNECTION STUB BURGLAR ALARM CONTROL PANEL DETAIL EXISrG 0 0 0 CDS1 ETICS r 2ND NE -4 10" 5 OOR RJ31 JACK - INSTALLED BY ' n } a ;; i i FL CABLE EXIS1 0 0 0 _2 4 WALGREENS. CABLE B', SEE GENERAL k NOTE #3. PHONE LINE CONNECTOR CONNECTION WITH OTAL NEW 11,694 1772 13541 14,820 j 7 CEILING T PROVIDE #16 AWG INSULATED BUSHING HINGED SIDE GROUND CONDUCTOR lo (AND PROVIDE CLAMP lo ., TOTAL AREA: FIRST FLOOR 14,820 SQ. FT. AS REQUIRED o' CONNECT TO NON-METALLIC TOTAL AREA: OTHER LEVELS 0 SO FT. BURGLAR CONDUIT. ' - CONTROL JUNCTION BOX 1/2 EMT THINWALL ALARM CONDUIT (MINIMUM). GROSS AREA INCLUDING ALL ' 1, 4 o PANE NiR PHOW ` S VES LE M MAX 14,820 SQ. FT. EE OUOU ,LAIR ALARM (BACP ) 7717 _'7 _ sr NOTE .14. RECEIVER STUB-UP RX SHELVING LINEAL FEET: DEPARTMENTS & ALL LEVELS: ABOVE 92 LN.FT. ' 17; 7 _ -- I 7 WALL CEILING STANDARD JUNCTION 6 1- O --m- MI N 4 TRANSFORMER -PLUG INTO OUTLET & NOTES; BOX - SIZE AS NOTED SECURE W/SCREWS INTO COVER PLATE. 1. RECEIVER TO BE MOUNTED AWAY ON DETAILS FOUR (4) STANDARD DUPLEX FROM METALLIC OBJECTS, PLAN RECEPTACLES-ONE (1) 20A.12OV.10. 2. SEE EQUIPMENT CONNECTION NORTH CIRCUIT FROM PANEL 'LP-CR. STUB-UP DETAIL (I CIRCUIT FOR BURGLAR ALARM, FLOOR PLAN BURGLAR ALAR SYSTEM TELEPHONE, & SOUND SYSTEM) SEE DWG. EI.2. 3. NOT USED. 4. POSITION RECEIVER TO AVOID WALL SCALE: 1/16" 8 * 10" 0 16 32' GRAPHIC. HEIGHT MAY VARY FLOOR (MOUNT ON 8' X 8' PLYWOOD F F41 T E 6 TELEPHONE PANEL) 1- 1.41 ,4 __ F CAMERS NUMBER AND LOCATION WIRE TAG NUMBER COVERT CCTV SYSTEM NOTES COAXIAL CABLE INSTALLTION 3 #1 - ENTRANCE #1 1. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL THE COAXIAL CABLE (RG59) TERMINATES WITH A BNC CONNECTOR AT EACH #2 - REGISTAR 1 #2 CODES, ORDINANCES, ETC. END, THE RECORDER IS PRIMARILY LOCATED IN THE TECH EQUIPMENT #3 - REGISTAR 2 #3 CABINET. 3/8 1/2" TV #4 - PHOTO 1 #4 2. CC COMPONENTS AND DEVICES FURNISHED BY WALGREENS, CABLES #5 - PHOTO 2 AND CONNECTORS FURNISHED AND INSTALLED BY LANDLORD'S A #5 CONTRACTOR. FINAL CONNECTION OF DEVICES BY WALGREENS WHEN USING THE BNC CONNECTOR FOR CONNECTION INTO THE RECORDER #6 - COSMETICS 1 #6 THE EXPOSED INNER COPPER WIRE SHOULD NOT BE MORE THAN 1/2 INCH T 7 #7 - OFFICE # 7 CONTRACTOR/DTR, (CABLE AND CONNECTORS TO BE AS SPECIFIED). c " 7� I I LONG. THIS PERMITS INSERTION OF THE COPPER WIRE INTO THE CENTER MEN #8 - RECEIVING #8 OPENING OF THE INNER PLASTIC MEMBER OF THE CONNECTOR FOR PROPER 4 3. GENERIC WALGREENS STORE LAYOUT, VERIFY WITH FIXTURE PLAN (D-1) R #9 - RX REG 1 #9 CONTACT WITHOUT CRIMPING THE WIRE. #10- RX REG 2 #10 FOR EXACT STORE LAYOUT. #1 4 - 0 #11- RX DRIVE THE SHIELDING SHOULD BE FOLDED BACK OVER THE RUBBER OUTER #11 4. LAYOUT SHOWN FOR NON-PLENUM CEILING ONLY. FOR PLENUM CEILING INSULATION BEFORE THE CONNECTOR IS SLIPPED ON TO THE CABLE. THIS #12- RX IN WINDOW #12 - CONTACT WALGREENS' FACILITIES PLANNING DEPARTMENT FOR FURTHER #7 ALLOWS GOOD CONTACT BETWEEN THE SHIELDING AND CONNECTOR. PHARMACY 15 116 #13- RX ( WOMEN 13 DIRECTIONS. _v -4 # #14- RX VERIFY # 14 #12 s #15- RX WAITING #15 5. 50OW, SEPARATE (LOCK-ON) CIRCUIT, TWO (2) TVSS DUPLEX SYSTEM CONTINUITY CHECK SEE NOTE 13 11 #16- BATHROOM OOM AISLE #16 RECEPTACLES, 6'-0" UP, TO BE INSTALLED AT RECORDER ENCLOSURE. SEE DRAWING E1.2, KEY NOTE 49. S EfE OTE 6 _j /1%ft-A (I yp 'It") .13 ------ 1. VOLT/OHM METER OR SIMILAR METER SHALL BE USED TO TEST PROPER if SEE NOTF, "T" 6. ONE (1) SIAMESE CABLE (SEE LEGEND FOR CABLE SPECIFICATION), CONNECTIONS AT EACH BNC CONNECTOR. 7 7. ONE (1) SIAMESE CABLE (SEE LEGEND FOR CABLE SPECIFICATION). 4- 2. VOLT/OHM METER SHALL BE USED TO VERIFY CONTINUITY OF THE CABLE .! r SYSTEM FROM ITS FARTHEST POINT TO ITS TERMINATION IN THE TECH 4 8. ALL CCTV CABLES TO BE LABELED ON BOTH ENDS WITH A LEGEND OF EQUIPMENT CABINET. RECtmN C DESTINATION FOR IDENTIFICATION PURPOSES, # CENERAL STOCK 3. TESTING SHALL BE D LE ONE ON BOTH THE INNER COPPER WIRE AND 9. ONE (1) SIAMESE CABLE (SEE LEGEND FOR CABLE SPECIFICATION). SHIELDING. LANDLORD'S CONTRACTOR, CONTACT WREN AT (800) 881-2249, CONNECTOR TO THE INNER CONTACT, INSURING THAT THE SYSTEM OR BOTTOM C (SEE SHIELDING IS NOT GROUNDED TO THE COPPER WIRE, SEE NOTt 10, GLOBE BEAM MOUNT (GBM) KIT, FURNISHED AND INSTALLED BY 4. A SECOND METER CHECK WILL BE DONE ON THE OUTER CASING OF THE OF OOME 0 11, ONE (1) SIAMESE CABLE (SEE LEGEND FOR CABLE SPECIFICATION). r If NDTFS 16� & 13) 7 j L 12, DIMENSIONS SHOWN ARE THE EXACT LOCATION OF CCTV MONITOR AT 4 11. LEGEND STORE ENTRANCE AND THE DUPLEX RECEPTACLES MOUNTED ABOVE NO. DATE BY DESCRIPTION ICONST CEILING (SEE DRAWING Ell, KEY NOTE 66). THE DIMENSIONS SHOWN ARE APPLICABLE FOR THE PROTOTYPICAL WALGREENS STORE LAYOUT. SIAMESE (BELDEN 549945) RG-59 TYPE ANALOG ii REVISIONS � GENERAL SAUS VERIFY WITH FIXTURE PLAN (D-1) FOR EXACT STORE LAYOUT SEE NOTE 6 . -CCTV VIDEO/CCTV BLACK COAX [WITH CRIMP ON TYPE CERTIFICATION L 13. *SECURITY CAMERA" SIGNAGE, HUNG AT THE 19" CCTV DOMES, 10" CCTV BNC CONNECTOR - #27-9000] AND IS AWO AND SEAL MULTI POSITION GLOBE AND EXPOSED CAMERA (AS NOTED ON FLOOR AUDIO/CONTROL PAIR CABLE (WITH #4 SPADE LUG PLAN). SIGNAGE FURNISH AND INSTALL BY WALGREENS. - #28-59791, [CONNECMRS FROM MARTCO 0 1 HEREBY CERTIFY THAT THIS #6 (800) 233-7769]. PLAN AND SPECIFICATION volik j! 14, "VIDEO TAPING IN PROGRESS" SIGNAGE, HUNG AT THE PUBLIC VIEW CCTV MOO MART MONITOR LOCATED BY THE STORE ENTRANCE. SIGNAGE FURNISH AND r 10" CCTV DOME WAS PREPARED BY ME OR INSTA , WITH CCTV CABLES AND UNDER MY DIRECT LL BY WALGREENS. ELECTRICAL POWER, (QUANTITY OF 7). SUPERVISION AND THAT I AM Cos n OTED ON CCTV CAMERA LEGEN 15. ELECTRICAL CON ) TRACTOR SHALL FURNISH AND A cs TTACHED WIRE TAG CCTV 10 " DULY REGISTERED r NUMBER (AS ND ON BOTH ENDS OF CCTV MUL11-POSITION GLOBE, WITH CCTV 8538 ARCHITECT OR ENGINEER COAXIAL CABLE, CABLES AND ELECTRICAL POWER. (QUANTITY OF 1). UNDER THE LAWS OF THE ii 16. ONE (1) SIAMESE CABLE SIZE LEGEND FOR CABLE SPECIFICATIONS CCTV--,, STATE OF UTAH AS SIGNIFIED ROUTE ABOVE CEILING FROM VIDEO RECORDER LOCATION TO ABOVE ) . A BATHROOM AISLE CEILING AS SHOWN 19* CCTV DOME, WITH CCTV CABLES AND BY MY HAND AND SEAL. 1 _10 ELECTRICAL POWER, (QUANTITY OF 5). DO -NOT PROVIDE AND CA e SLACK. E SEE NOTE 1+ 19 CCTV DOME, NO CCTV CABLES AND ELECTRICAL POWER, (QUANTITY OF 6), STORE NUMBER 09974 #4 C 13 #3 WALL HUNG CAMERA, SIDE MOUNT ON WALL CCTV. PROJECT NAME I SEt* I 4R (QUANTITY OF 2). 8 # #2 ' VE WALGREENS STO P RE (SWC) 2ND EAST & MAIN ST SEE NOTE 12 sn_ . REXBURG, ID F -- ---------- DRAWING TITLE FLOOR PLAN - BURGLAR ALARM & CCTV SYSTEMS CADD PLOT: SCALE: AS SHOWN DRAWING NO. PLAN DRAWN BY: NORTH VOID BNA ID PLOT: FLOOR PLAN COVERT CCTV SYSTEM 051 42A � -1 SCALE: 1/16" = 1 0 0 8# 16' DATE: 05-03-05 E l ■ SUPERSEDES PLAN DATED: REVIEWED BY: RLW G � 3 d N �w I I Q N O N .a 00 O Q Z N N U O i TELEPUONE OUTLET FOI FAX MACHINE (111"T A A.F�F) I A t- 1. .. i 4 ] i 1 6 t i 1 4' . �j• _ w i^ 4 I - --� � -•I 17 , , : "�. T _.. T , I i 5 +42' A.F.F. r ( . ; i F PHARMACY #19 i 2 LOCATE STUB -UP DRIVE -TNRU TEL INSIDE DRIVE -rwRU CABINET. � .� MEN I TRAINING 4 M r , _ F. 0I I , \ + II ' ,�' i riOMEN 1 F r .. i . 1 6 1 g 6 !'--; TELEPHONE OUTLET T_ GENERAL SALES - T - 6 C � 1 op CODES) 1 6 I . _...... -.__ ELECTRICAL EQUIPMENT I i II '�.l _Z I _ ,�r PAGING HORN (WALL MOUNTED 9' -0" A.F,F,), WITH SEPARATE VOLUME CONTROL UNIT (WALL MOUNTED 5' -0" A.F.F, - PHARMACY a 7 T IL FUTURE ® F KEY GENERAL STOrx STATI N S I ' 1 (KEY SERVICE G 1 ....... w.' _. i RX RR f � :, 1 i f ..•� ' I F 1 SOUND SYSTEM C ! '! FOOD MART 1 ONEAC B BURGLAR � A I 1 I fl RECEMNC - GENERAL STOCK I I 00 y I I 1 , , I I I' I'' COSMETICS r ( . ; i F PHARMACY #19 i 2 LOCATE STUB -UP DRIVE -TNRU TEL INSIDE DRIVE -rwRU CABINET. � .� MEN I TRAINING 4 M r , _ F. 0I I , \ + II ' ,�' i riOMEN 1 F r .. i . 1 6 1 g 6 PLAN NORTH SEE ELEVATION I/EIS x: I N >II VESTIBULE FLOOR PI AN - TELEPHONE SYSTEM SCALE: 1/16" = 1'0" 0 s' 16' 32' C O C O I C rel l` / l 3 / TELEPHONE OUTLET T_ TELEPHONE CABLE — BELDEN 1583A, COLOR "WHITE" - T - ... op CODES) 1 6 I . _...... -.__ ELECTRICAL EQUIPMENT I i II '�.l _Z I _ ,�r PAGING HORN (WALL MOUNTED 9' -0" A.F,F,), WITH SEPARATE VOLUME CONTROL UNIT (WALL MOUNTED 5' -0" A.F.F, - PHARMACY a B WOME � IL FUTURE ® F KEY GENERAL STOrx STATI N S I ' 1 (KEY SERVICE G GROWTH ....... w.' _. i RX RR f � :, 1 i f ..•� ' I 1 6 , { - I SOUND SYSTEM C 1 ONEAC B BURGLAR � A 1 I 1 1 1 0 o RECEMNC - GENERAL STOCK I 00 y I 2 PLAN NORTH SEE ELEVATION I/EIS x: I N >II VESTIBULE FLOOR PI AN - TELEPHONE SYSTEM SCALE: 1/16" = 1'0" 0 s' 16' 32' C O C O I C rel l` / l 3 / PLAN NORTH FLOOR PLAN - SOUND SYSTEM SCALE: 1/16" - 10" 0 8' 16' 32' LEGEND TELEPHONE OUTLET T_ TELEPHONE CABLE — BELDEN 1583A, COLOR "WHITE" �� (CONDUIT SHALL BE PROVIDED AS -. `_. ... op CODES) ..... f Vc ' _' _ cG 'C': "I � .�(' Y`*.. MEN rr . .,.. , , .. C F"r! ULTIPLO. TMU2POSE i . _...... -.__ ELECTRICAL EQUIPMENT I i II '�.l _Z I _ ,�r PAGING HORN (WALL MOUNTED 9' -0" A.F,F,), WITH SEPARATE VOLUME CONTROL UNIT (WALL MOUNTED 5' -0" A.F.F, - PHARMACY a B WOME � IL FUTURE ® F KEY ry \ STATI N S - - - - SYSTEM (KEY SERVICE G GROWTH ....... w.' _. i RX RR f � :, 1 i f ..•� ' I SOUND SYSTEM to - 00 1 ONEAC B BURGLAR � A I 1 1 1 0 o RECEMNC - GENERAL STOCK I 00 I i0 2 , I I , I I s,. 1 t R 4 51 00 : Ir-L' 0 I tV •--t Q GENERAL SALES j. I , o• I A.F.F. I I I. I FOOD MART g 3" ELEPHONE CONDUIT, TO MAIN DISTRIBUTION CONDUIT STUB —UPS PROPERTY LINE OUTSIDE THE PANEL INTO TROUGH. COSMETICS ' I BUILDING E 1,5 I , f '- .. .. , 4 -_) �. .4 G T' 3 .. vEsnBULE .. I_( - -- PLAN NORTH FLOOR PLAN - SOUND SYSTEM SCALE: 1/16" - 10" 0 8' 16' 32' LEGEND TELEPHONE OUTLET T_ TELEPHONE CABLE — BELDEN 1583A, COLOR "WHITE" �� (CONDUIT SHALL BE PROVIDED AS / \ REQUIRED PER NOTES AND /OR STATE AND LOCAL op CODES) TELEPHONE SYSTEM NOTES 1. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF TELEPHONE CABLE (25 PAIR MINIMUM) TO TELEPHONE BOARD, GENERAL CONTRACTOR SHALL PLACE ORDER WITH THE DOMINANT CARRIER IN THE MARKET (QWEST) AT LEAST 90 DAYS IN ADVANCE OF FIXTURE DATE. DO NOT PLACE ORDERS WITH A COMPETITIVE LOCAL EXCHANGE CARRIER (CLEZ) AS THEY WILL DELAY COPPER CABLE INSTALLATIONS, 2. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 3. TELEPHONE WIRING TO BE FURNISHED AND INSTALLED BY LANDLORDS CONTRACTOR. 4, PLENUM TELEPHONE CABLE SHALL BE USED WHEN REQUIRED BY LOCAL OR STATE CODES, ORDINANCES, ETC. (BELDEN CABLE 1585A), 5. TELEPHONE CABLES SHALL NOT BE PLACED OR ROUTED OVER FLUORESCENT FIXTURES OR BALLASTS, 6, NO EXPOSED TELEPHONE CABLES ARE PERMITTED IN THE SALES AREA, SUPPLY 10 FEET OF SLACK CABLE AT THE TELEPHONE TERMINAL BOARD AND 5 FEET OF SLACK AT EACH TELEPHONE OUTLET, DO NOT TERMINATE THE TELEPHONE CABLE AT EITHER END, DTR (DATA TERMINAL REPAIR) TECHNICIAN WILL MAKE THE TERMINATIONS, TELEPHONE SYSTEM KEYED NOTES O PROVIDE THREE (3) PAIR (MIN.) TELEPHONE CABLE FROM THE TELEPHONE TERMINAL BOARD TO TELEPHONE OUTLET, U2 TELEPHONE POWER FAILURE JACKS ARE TELEPHONE OUTLETS WHICH BYPASS THE NORSTAR SYSTEM AND ARE USED DURING ELECTRICAL POWER INTERRUPTIONS. THE TELEPHONE POWER FAILURE JACKS ARE WIRED DIRECTLY TO THE STATION BLOCKS. TELEPHONE POWER FAILURE JACKS ARE LOCATED IN THE PHARMACY AND THE OFFICE. O THE CONTRACTOR SHALL FURNISH AND INSTALL AN 8' X S', 3/4" A —C GRADE PLYWOOD (TREATED PER CODE) FOR TELEPHONE BOARD MOUNTING. U4 THE CONTRACTOR SHALL FURNISH AND INSTALL A 3" CONDUIT FROM THE PROPERTY LINE, OUTSIDE THE BUILDING, AND TERMINATE AT THE TELEPHONE TERMINAL BOARD, O5 THE CONTRACTOR SHALL FURNISH AND INSTALL A RECESSED CONDUIT SYSTEM FROM THE PUBLIC TELEPHONE LOCATION TO THE TELEPHONE TERMINAL BOARD, PROVIDE A (3) PAIR TELEPHONE CABLE FROM THE TELEPHONE TERMINAL BOARD TO A RECESSED JUNCTION BOX WITH WEATHERPROOF BLANK COVER PLATE AT THE PUBLIC TELEPHONE LOCATION (PROVIDE 8 FEET OF SLACK AT EACH END). THE OTHER END OF THE CABLE LOCATED AT THE TELEPHONE TERMINAL BOARD (INSIDE OF BUILDING) SHALL BE LABELED 'PAYPHONE' (DO NOT LABEL THE OTHER END OF CABLE LOCATED IN JUNCTION BOX). TELEPHONE TO BE LOCATED UNDER AWNING /CANOPY, NOTE: OMIT PUBLIC TELEPHONE FOR HIGH SECURITY STORES. SEE DRAWING D -1 FOR CLASSIFICATION. DO NOT INSTALL PUBLIC TELEPHONE BELOW CANOPY ACCESS, © ALL TELEPHONE CABLES SHALL BE LABELED AT BOTH ENDS FOR IDENTIFICATION PURPOSES. O7 PROVIDE A 1" CONDUIT FROM THE TELEPHONE TERMINAL BOARD TO THE PHARMACY COMMUNICATIONS CABINET, THE CONTRACTOR SHALL FURNISH AND INSTALL A THREE (3) PAIR (MIN.) TELEPHONE CABLE AND AN ADDITIONAL #12 PULL STRING (FOR DTR USE) IN THAT CONDUIT. THE THREE (3 PAIR (MIN.) TELEPHONE CABLE WILL BE TERMINATED BY A DTR DATA TERMINAL REPAIR) TECHNICIAN AT THE TELEPHONE TERMINAL BOARD. SOUND SYSTEM NOTES 1, WALGREEN COMPANY SHALL FURNISH AND INSTALL SOUND SYSTEM EQUIPMENT UNLESS NOTED OTHERWISE. 2, LANDLORD'S ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SOUND SYSTEM WIRING. 3, COORDINATE SPEAKER LOCATIONS WITH REFLECTED CEILING PLAN DRAWING A1,2, SOUND SYSTEM KEYED NOTES II SOUND SYSTEM CABLE, 22 GAUGE, 2 /C, STRANDED (UL) TYPE CM —CL2 (BELDEN 55DOUE), FURNISHED AND INSTALLED BY THE LANDLORD'S CONTRACTOR, 10 COMMERCIAL GRADE, LOW VOLTAGE BELL (EDWARDS PART NUMBER 744) WITH TRANSFORMER (EDWARDS PART NUMBER 590) AND WEATHERPROOF PUSHBUTTON (EDWARDS #1785). FURNISHED AND INSTALLED BY LANDLORD'S CONTRACTOR, MOUNT 0 4' -0" A.F.F., ADJACENT TO ROLL —UP RECEIVING DOOR. SEE POWER PLAN E1.2, KEYNOTE #22 FOR ADDITIONAL INFORMATION, ( DOOR CHIME (EDWARDS PART NUMBER C210), FURNISHED AND INSTALLED BY LANDLORD'S CONTRACTOR. MOUNT AT FRONT WALL, WIRE TO RECEIVING DOORBELL. O SOUND SYSTEM RECEIVER, SEE DETAIL 1/E1.5, ABOVE. LEGEND SPEAKER (CEILING MOUNTED) OVC SPEAKER WITH INTEGRAL VOLUME CONTROL [� PUSH BUTTON DOORS ELL/TRANSFORMER op DOOR CHIME SOUND SYSTEM MOUNTED ADJACENT TO TELEPHONE BOARD PAGING HORN (WALL MOUNTED 9' -0" A.F,F,), WITH SEPARATE VOLUME CONTROL UNIT (WALL MOUNTED 5' -0" A.F.F, - SOUND SYSTEM CABLE w" ffl Aee 41 c*& FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY ❑ NEW LOCATION ❑ 1 HOUR PHOTO 24 HOUR STORE ❑ EXIST'G BLDG REMODEL E] LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL TOTAL EXIST'G NEW GEN NEW 9432 1772 1354 12,558 SALES EXIST'G 0 0 0 0 FOOD NEW 900 900 MART EXIST'G 0 0 NEW 723 723 RX EXIST'G 0 0 RX NEW 204 204 WAIT`G EXIST'G 0 0 1 HOUR NEW 435 435 PHOTO EXIST'G 0 0 NEW LIQUOR EXIST'G 0 0 0 0 NEW BSMT EXIST'G 0 0 0 2ND NEW FLOOR EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXST'G 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SO. FT. RX SHELVING LINEAL FEET: 92 LN.FT. NO. DATE BY DESCRIPTION CONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR 5�WNAC UNDER MY DIRECT t��'C,AS fi SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. W, ���� STORE NUMBER 09974 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE FLOOR PLAN - TELEPHONE & SOUND SYSTEM CADD PLOT: SCALE AS SHOWN DRAWING NO. DRAWN BY: BNA VOID PLOT 05142A DATE 05 -03 -05 El s 5 SUPERSEDES PLAN DATED: REVIEWED BY: RLW ELECTRICAL EQUIPMENT I EMPLOYEE , � 2 "ROO,f I .j TELEPHONE TERMINAL BOARD ELEVATION 8' -0" op P�ECT R LIGHTING FUTURE ® F KEY STATI N S NORSTAR K SYSTEM (KEY SERVICE G GROWTH SOUND SYSTEM ONEAC B BURGLAR � A I 1 1 1 0 o I 00 I i0 FUTURE R 0 I tV 3/4" CONDUIT TO TELEPHONE CABLE 3" ELEPHONE CONDUIT, TO MAIN DISTRIBUTION CONDUIT STUB —UPS PROPERTY LINE OUTSIDE THE PANEL INTO TROUGH. 1 BUILDING E 1,5 TELEPHONE SYSTEM KEYED NOTES (CONT.) �8 UTILITY SERVICE ENTRANCE LOCATION (COORDINATE WITH UTILITY SITE PLAN), O9 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL. "HOMACO" WMBB -12 GROUND BUS. (CALL ANIXTER 0 847 - 390 -4530) 10 TWO (2) TELEPHONE LINES FOR THE FIRE ALARM SYSTEM (IF REQUIRED BY CODE). PROVIDE BY WALGREENS TELECOMMUNICATION DEPARTMENT FIRE ALARM CONTROL PANEL IS LOCATED AT THE TELEPHONE TERMINAL BOARD, SEE DRAWING E1.6 FOR ADDITIONAL INFORMATION. 4' -0" 4 4' - 0" P�ECT R FUTURE ® F KEY STATI N S NORSTAR K SYSTEM (KEY SERVICE G GROWTH SOUND SYSTEM ONEAC B BURGLAR � A ALARM CONTROL 1 2 3 4 �.. - 11 $ ELECTRICAL NEN i jj I I I EGUIPMENT i 1 I yy A TRAINING I i +'� :T.7`� ... _.. i:NU1.TIPURPOSE (I I ( ! Lxfini a � 7 7—� EMPLOYEE ROOM 4 PHARMACY /19 L WONEN ,.( �; ;; : t ' 1 .._.. t__...c -• • �.__ .......1. t J ?4 L� y.dC :I_...�I. r �.,... �. �. i..� - �. ..... .. RX RR f RECEI 'r . GENERAL STOCK y RTU -5 o a j I ! 1 FCC MART 0 a- RTU-6 G[, ' • . - t'.NR PNOTD f � F PLAN NORTH FLOOR PLAN SCALE: 1/16" = 70' ' - FIRE ALARM SYST SPARE CONDUIT NOTES E a 3 v O LD '• w It Q I n N v Y N� O O i Z 't N g 0 0 N m t 2 3 _..... - . . r ._ L \ LEN ... TRAINING ,I. � LI L. PHARMACY p19 7' r , I •.J� • ``.. �{ 1 Il ' B a I LA RECEIMNO r..... I! I -a �T -- - 1 - T GENERAL STOCK' I I " iA .... i I . �' . t1 i' GENERAL SALES I' I f li FOOD MART I LI : „ q- i r •• , i I .1 r � • E F 1 —A i7ll r I �.....J L_._J I PLAN NORTH FLOOR SCALE: 1 /1 PLAN �n P ` Y I I FIRE ALARM SYSTEM NOTES I 1. FIRE ALARM SYSTEM SHALL BE INSTALLED WHEN REQUIRED BY LOCAL CODE. 2, PROVIDE REMOTE FIRE ALARM SYSTEM MONITORING ONLY WHEN REQUIRED BY LOCAL CODE. 3, DESIGN ENGINEER TO VERIFY LOCAL REQUIREMENTS WITH THE AUTHORITY HAVING JURISDICTION, 4, ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 5. THE FIRE ALARM SUPPLIER SHALL FURNISH AND INSTALL A COMPLETE FIRE ALARM SYSTEM AS DESCRIBED IN SECTION 16720 OF THE WALLGREEN CRITERIA SPECIFICATIONS. THE SYSTEM SHALL BE MONITORED BY WALGREENS PREFERRED FIRE ALARM VENDORS, SEE NATIONAL ACCOUNT NOTE BELOW. 6, LOCATE DEVICES AS REQUIRED BY AUTHORITY HAVING JURISDICTION. I NATIONAL ACCOUNT I FIRE ALARM SYSTEM MONITORING: CONTACT ADT SECURITY SERVICES, INC. AT (800) 640 -9390. 1, ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC, 2. ONE (1) 1" COMMUNICATIONS CONDUIT WITH #12 PULL STRING, 3, NOT USED LEGEND CO CONDUIT ONLY, BELOW FLOOR, JUNCTION BOX WITH BLANK COV'"' 13' -0" CEIU WALL SHELVING CONDUIT BELOW SLAB FINISHED FLOOR -, DETAIL 1 DETAIL 2 CASH REGISTER STAND CONDUIT BELOW SLAB FINISHED FLOOR W "RA"w00 0 ff� FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WI LMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES 0 FOOD MART NEW LOCATION PHARMACY 0 SECURITY ❑ NEW LOCATION ❑ EXIST'G BLDG 1 HOUR PHOTO 0 24 HOUR STORE ❑ REMODEL ❑ LIQUOR ❑ 1 OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXISTG TOTAL NEW GEN SALES NEW 9432 1772 1354 PLAN DATED: 12,558 EXISTG 0 0 0 0 FOOD MART NEW 900 900 EXISTG 0 0 RX NEW 723 723 EXIST'G 0 0 RX WAIT'G NEW 204 204 EXISTG 0 0 1 HOUR PHOTO NEW 435 435 EXISTG 0 0 LIQUOR NEW EXISTG 0 01 0 0 BSMT NEW EXISTG 0 0 0 2ND FLOOR NEW EXISTG 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXSTG 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT. RX SHELVING LINEAL FEET: 92 LN.FT. N0. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS N - .�,\ PLAN AND AS PREPARED I BY ME ORt�'�C.' %ST��ff 44�d UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED 3 8� ARCHITECT OR ENGINEER llf X10..)0 UNDER THE LAWS OF THE BY MY HAND AND SEAL. W. ©F '�,,�► W. � STORE NUMBER 09974 1 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE FLOOR PLAN - FIRE ALARM SYSTEM CADD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: BNA VOID PLOT: 05142A DATE: 05 -03 -05 El ■ 6 SUPERSEDES PLAN DATED: REVIEWED BY: RLW - SPARE CONDUIT 4 'I ELECIRICAI II EOUPMENT _•', EMPLOYEE G p�l i I `SEE DETAIL 1 I) 1 } , SEE DETAIL 2 _IJ E 0� o r 'a' w un N o� N � 00 > Q 0 z� N � o 0 i m� EXTERIOR -" ELEVATION 4 PLAN NORTH U_L.c.rn, wiv 1 FLOOR PLAN - CHANNEL LETTER SCALE: 1 16" = 1'0" CHANNEL LETTER LED SYSTEM KEYED NOTES JUNCTION BOX FOR EXTERIOR INDIVIDUAL LETTER SIGN. 3 JUNCTION BOXES FOR EXTERIOR SCRIPT SIGN. I CHANNEL LETTER LED SYSTEM NOTES I i , ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2, SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR EXACT SIGN POSITIONS, 3. ELECTRICAL CONTRACTOR SHALL FURNISH WIRING BETWEEN LOW VOLTAGE 12- CIRCUIT BARRIER TERMINAL BLOCKS AND JUNCTION BOXES NEAR SIGNS ( #10AWG). TAGS MUST BE FURNISHED BY ELECTRICAL CONTRACTOR AND ATTACHED ON BOTH ENDS OF EACH LOW VOLTAGE CONDUCTOR. FINAL CONNECTION OF LOW VOLTAGE CONDUCTORS TO BARRIER TERMINAL BLOCKS AND AT THE JUNCTION BOXES SHALL BE FURNISHED BY SIGN CONTRACTOR, 4, WIRING BETWEEN PANEL 'LP -SP', CIRCUITS 2 AND 10 AND POWER DISTRIBUTION JUNCTION BOX SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR. 5. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL PLYWOOD BOARD FOR POWER SUPPLY RACK. PLYWOOD BOARD SHALL BE INSTALLED NEXT TO TELEPHONE TERMINAL BOARD. 6, LED POWER SUPPLY RACK (FURNISHED BY THE SIGN CONTRACTOR) SHALL BE INSTALLED ON PLYWOOD BOARD BY ELECTRICAL CONTRACTOR. RACK SHALL BE FURNISHED COMPLETE WITH POWER SUPPLIES, POWER DISTRIBUTION JUNCTION BOX AND LOW VOLTAGE 12- CIRCUITS BARRIER TERMINAL BLOCKS. POWER SUPPLIES SHALL BE PRE -WIRED TO POWER DISTRIBUTION JUNCTION BOX AND LOW VOLTAGE 12- CIRCUITS BARRIER TERMINAL BLOCKS, EACH POWER SUPPLY SHALL BE IDENTIFIED WITH VINYL COPY INDICATING LETTERS OF SIGN AND LOCATION OF SIGN, EACH TERMINAL AT 12- CIRCUIT BARRIER TERMINAL BLOCK SHALL BE IDENTIFIED WITH VINYL COPY INDICATING POLARITY, LETTERS OF SIGN AND LOCATION OF SIGN, 7. CONSULTANT SHALL VERIFY QUANTITY AND SIZE OF LED SIGNS. WARNING: CHANGE IN WIRING POLARITY WILL CAUSE FAILURE IN DC CONTROLLERS AND POWER SUPPLY. WHITE WITH RED TRACER: POSITIVE ( +) SOLID WHITE: NEGATIVE ( -) 1 HR PHOTO SIGN WALGREEN'S SCRIPT SIGN EXTERIOR ELEVATION 2 PHARMACY SIGN :TION BOX TO POWER SUPPLY RACK IN ELECTRICAL EQUIPMENT ROOM m m m I I TO ELEVATION 1 EXTRA SLOT TO ELEVATION 2 TO CANOPY LOW VOLTAGE 12- CIRCUIT BARRIER TERMINAL BLOCK TELEDYNE 96W 24V POWER SUPPLY VINYL COPY INDICATING LETTERS OF SIGN AND THE LOCATION OF THE SIGN FROM EACH POWER SUPPLY TO DISTRIBUTION BLOCK POWER DISTRIBUTION JUNCTION BOX LPSP -2, 10 (NOTE 4) CONDUIT TO 120V POWER SOURCE, #12 WIRE 20 AMP CIRCUIT BREAKER (2) INDUSTRIAL POWER DISTRIBUTION BLOCKS (3 POLES WITH 6 CONNECTIONS PER POLE) w ao 9AZZ FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES 0 FOOD MART NEW LOCATION PHARMACY 0 SECURITY ❑ NEW LOCATION ❑ EXISTG BLDG 1 HOUR PHOTO 0 24 HOUR STORE ❑ REMODEL ❑ LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE I TOTAL TOTAL EXISTG NEW GEN SALES NEW 9432 1772 1354 SIGN 12,558 EXISTG 0 0 0 0 UNDER THE LAWS OF THE FOOD MART NEW 900 BY MY HAND AND SEAL. �'j� W. 900 EXISTG 0 ALG -2+ SIZES, NOTE 7 0 WALGREENS RX NEW 723 24HR: ENS -2+ 723 EXISTG 0 12" 0 19 RX WAITG NEW 204 RX -2+ 14" 204 EXISTG 0 93 1-HR PHOTO 0 1 HOUR PHOTO NEW 435 140 18" 435 EXISTG 0 26' -8" 251 0 24" LIQUOR NEW 37'- 10" 460 EXISTG 0 0 0 0 BSMT NEW 12" 39 EXISTG 10" 0 0 0 45 2ND FLOOR NEW 16 16" 56 EXISTG 0 0 0 18" TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXST'G 0 0 0 0 16 TOTAL AREA: FIRST FLOOR 14,820 SO. FT. TOTAL AREA: OTHER LEVELS 0 SQ. FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT. RX SHELVING LINEAL FEET: 92 LN.FT. N0. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION SIGN WAS PREPARED BY ME OR S %fjNAL k 4� 01 ST UNDER MY DIRECT SIGN SUPERVISION AND THAT I AM t A DULY REGISTERED 8 5 38 ARCHITECT OR ENGINEER �.- UNDER THE LAWS OF THE C OMMON STATE OF UTAH AS SIGNIFIED 9: � OF 0 BY MY HAND AND SEAL. �'j� W. STORE NUMBER 09974 1 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE FLOOR PLAN - CHANNEL LETTER LED SYSTEM CADD PLOT: SCALE AS SHOWN DRAWING NO. DRAWN BY: BNA VOID PLOT: SUPERSEDES PLAN DATED: 05142A DATE 05 -03 -05 REVIEWED BY: RLW E1.7 LED SYSTEM WARNING: LETTERS WILL NOT LIGHT IF WIRING POLARITY IS REVERSED. WHITE /RED: POSITIVE (+) SOLID WHITE: NEGATIVE ( -) LOW VOLTAGE 12- CIRCUIT BARRIER TERMINAL BLOCK (TYP) VINYL COPY INDICATING, POLARITY, LETTERS OF SIGN AND THE LOCATION OF THE SIGN (TYP) TYPICAL LED SIGN POWER SUPPLY RACK ELEVATION NOT TO SCALE �O 0 0 0 0 0 0 0 0 0 0 OI TELEDYNE LED SIGN ELECTRICAL DATA (0.6PF) 24HR SIGN THE MOST WATTS 24HR+ 3&LN_ THE MOST WATTS 24HR - C OMMON W /RE -2- Commo N SIZES, NOTE 7 ALG -1 + ALG -2+ SIZES, NOTE 7 DR+ WALGREENS ALG -2- DR- 24HR: ENS -2+ SCRIPT: ENS -1- ENS -2- 12" PHARMACY 19 13' -6" 63 RX -2+ 14" 22 16' -9" 93 1-HR PHOTO 16" 28 20' -8" IHR -2+ 140 18" 18" 33 26' -8" 26' -8" 251 24" 58 37'- 10" 460 PHARMACY: EXIT: 12" 39 10" 10" 9 14" 45 14" 16 16" 56 18" 18" 74 ENTER: 24" 127 lo 10" 16 14" 26 1 -HR PHOTO: 12" 41 14" 46 16" 56 18" 18" 69 24" 120 DRIVE -THRU PHARMACY: 10" 10" 54 12" 81 14" 92 16" 115 18" 148 TYPICAL TAGS FOR LOW VOLTAGE CONDUCTORS BETWEEN 12- CIRCUIT TERMINAL BLOCKS AND SIGNS (NOTE 3) WALGREENS 24HR SCRIPT 24HR+ W /RE -1+ W /RE -2+ 24HR - W /RE -1- W /RE -2- DRIVE THRU PHARMACY, EXIT, & ENTER ALG -1 + ALG -2+ DR+ ALG -1- ALG -2- DR- ENS -1+ ENS -2+ ENS -1- ENS -2- PHARMACY RX -1+ RX -2+ RX -1- RX -2- 1-HR PHOTO 1HR -1+ IHR -2+ 1HR -1- 1HR -2- 5„ 2" FIELD VERIFY E � a 3 o r- N W Q � N a� o� N � a r, cr o% oa z� 0� 00 U O m� FEEDER DIAGRAM FOR 208Y/120V.30.4W. MAIN SERVICE I TYPICAL ELECTRICAL PANEL DETAIL I NOTES MDP 'MDP' MAIN DISTRIBUTION PANEL BOARD PHASE WIRE SEPARATE GRC CONDUCTOR W PLASTIC CONDi USED. PHASE BU (TYP) NOTE: FOR CASH REGISTER LIGHTING PANEL (LP -CR), SEE DETAIL 5/E2.1. kWINGS E2.1 A, E2.1 B, & E2.1 C HTING CONTROLS. FEEDER OVERCURRENT PROTECTION DEVICE DESIGN CONNECTED LOAD FIELD MEASURED LOADS NO. CONDUIT & FEEDER SIZE AO Bo Co 1 3 4" CONDUIT ONLY - OTHER ❑ SQUARE FOOT AREA SUMMARY EXIST'G 0 2 1 " C. (3 N0.4 & 1 NO. 8 70 A 13,558 W FOOD MART NEW 900 3 2" C. (4 NO.3 /0 & I NO, 6 _ GREEN GROUND.) 200A 30,201 W EXIST'G 0 C 4) 2" C. (4 NO.3 /0 & 1 NO, 6 200A 55,613 W NEW 723 5 2 C. 4 NO.3 0& 1 NO. 6 GREEN GROUND. 200A 39,180 W 0 6 2" C. (4 NO.3 /0 & 1 NO. 6 GREEN GROUND.) 200A W 35,193 W 204 C 7 ) 1" C. (3 NO. 4 & 1 NO. 8 GREEN GROUND.) 50A 15,228 W 0 8 1* C. (3 NO. 4 & 1 NO. 8 60A 18,936 W 9 1 1/4" C. (3 NO. 1& 1 NQ. 6 90A 29,160 W W 0 10 3/4" C. (3 NO. 6 & i N0. 8 GREEN GROU 0. ) 50A 13,716 W 11 i" C. (3 NO. 4 & 1 NO. 8 GREEN GROUND.) 50A 15,228 W 0 BSMT 12 3/4" C. (3 NO. 6 & 1 N0, 8 GREEN GROUND.) 40A 8,604 W EXIST'G 13 3/4" C.(3 NO.6 & 1 NO.10 GND) 60 A 19,000 W 2ND FLOOR NEW EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXST'G 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. G1 (1 NO. 310 INSULATED GROUND) G2 3/4 "C. (1 NO. 6 INSULATED GROUND) PANEL 'LP -CR' BRANCH CIRCUITING ELECTRICAL CIRCUITS OF THE STORE CASH REGISTERS AND RELATED COMPUTER /ELECTRICAL SYSTEMS, MUST BE PROVIDED AND INSTALLED IN A SPECIFICALLY PRESCRIBED MANNER. THE INTENT OF THIS TEXT IS TO EXPLAIN THE NEW TERMINOLOGY AS WELL AS WHAT IS NEEDED FOR A SUCCESSFUL INSTALLATION IN TERMS THAT EVERYONE CAN UNDERSTAND. A,C. ELECTRICAL POWER REQUIRED TO OPERATE COMPUTERS AND THEIR RELATED EQUIPMENT MUST BE AS CLEAN AS POSSIBLE; I.E., NO OTHER EQUIPMENT (NON- COMPUTER RELATED) CAN BE CONNECTED TO THESE CIRCUITS. THIS IS KNOWN AS A DEDICATED CIRCUIT. THIS WILL INSURE THAT NO OTHER EQUIPMENT CAN INDUCE NOISE OR LINE SPIKES INTO THE CASH REGISTERS, OFFICE SYSTEM EQUIPMENT, PHARMACY TERMINALS, AND TIME /ATTENDANCE SYSTEM, SATELLITE ANTENNA SYSTEM, BURGLAR ALARM SYSTEM, AND TELEPHONE SYSTEM, IN ADDITION, COMPUTER -TYPE CIRCUITS MUST NEVER BE RUN IN CONDUITS, TROUGHS OR JUNCTION BOXES TOGETHER WITH NON - COMPUTER RELATED CIRCUITS, PHYSICAL CONTACT BETWEEN THESE TWO TYPES WOULD ALLOW FOR NOISE OR LINE SPIKES TO BE MAGNETICALLY INDUCED TO THE COMPUTER -TYPE CIRCUITS, INSTALL A CONDUIT (1/2" MIN.) FROM EACH SYSTEMS EQUIPMENT OUTLETS (AS MENTIONED ABOVE) TO THE CRITICAL (DEDICATED) PANEL 'LP -CR'. EACH X" CONDUIT 'HOMERUN' SHALL CONSIST OF A MAXIMUM OF THREE CIRCUITS. THE PANEL 'LP -CR' WILL RECEIVE ELECTRICAL POWER FROM THE MAIN DISTRIBUTION PANEL. EACH LP -CR CONDUIT SHALL HAVE A MECHANICAL GROUND CONDUCTOR FROM PANEL 'LP -CR' TO THE RECEPTACLE. THE GROUND WIRE FOR THIS CIRCUIT SHALL BE RUN BACK TO THE MAIN DISTRIBUTION PANEL BOARD GROUND (EARTH GROUND). ALL CIRCUIT BREAKERS (IN 'LP -CR') FOR THE COMPUTER SYSTEMS MUST BE LOCKED IN THE 'ON' POSITION AND MUST BE CLEARLY IDENTIFIED AT THE PANEL. CASH REGISTER NOTE DEDICATED DUPLEX TWIST -LOCK (TL) RECEPTACLE SYMBOL: RECEPTACLES ARE FED FROM PANEL 'LP -CR'. PROVIDE 'LOCK -ON' HARDWARE FOR EACH 'LP -CR' CIRCUIT, CIRCUITS AND JUNCTION BOXES ARE NOT TO SERVE OTHER LOADS (EG. LIGHTING, GENERAL PURPOSE RECEPTACLES, ETC.). RECEPTACLES ARE TO BE HUBBELL #HBL47001. CASH REGISTERS ARE FURNISHED WITH HUBBELL #HBL4723VY CAP, WALGREENS SUPERINTENDENT TO HAVE HOLE CUT IN CASH REGISTER COUNTER TO INSERT CORD DOWN TO OUTLET BELOW (AS REQUIRED), CORD NOT TO BE EXPOSED. (NO SUBSTITUTIONS ACCEPTED FOR HUBBELL) NOTES: 1. A,C. BRANCH CIRCUITING: #12 WIRE, )�" CONDUIT. 2. ALL CIRCUIT BREAKERS AND PANELS MUST BE CLEARLY LABELED WITH ELECTRICAL DECALS. 3. SEE DRAWING E3.1 FOR PANELS LP -CR SCHEDULE, 4. SEE POWER AND SYSTEMS PLAN (E1.2) FOR QUANTITY AND LOCATION OF EACH SYSTEM. 5. UTILIZE CONVENTIONAL WIRING METHODS (LE, NETWORK HOMERUNS FOR ALL WIRING SHOWN). NEUTRAL BUS NEUTRAL /GROUND BONDING UNK MAIN GROUNDING ELECTRODES (GREEN GROUND CONDUCTOR IN CONDUIT, SEE NOTE 5) SERVICE CONFIGURATION - LP--CR PANEL (FOR 120/208 VOLT MAIN SERVICE) N AO Bits CO JUNCTION BOX IN SAME METAL CONDUIT TVSS ( �. -�-I -- NEUTRAL Ell LPCR - 17 GROUND PANEL LP -CR BUS GROUND ROD (SEE NOTE 6) TELEPHONE GROUNDING ELECTRODE (GREEN GROUND CONDUCTOR IN CONDUIT, SEE NOTE 7) E PCR -1 LPCR -3 D ® ® D NEUTRAL BUS 1. CONDUIT SHALL BE ELECTRICAL METALLIC TUBING (EMT), RIGID STEEL (1/2" MINIMUM), OR MC CABLE WHERE ALLOWED BY CODE. WHERE MC CABLE IS USED, PROPER SECUREMENT AND SUPPORT (AT INTERVALS NOT EXCEEDING 6 FEET) SHALL BE FOLLOWED PER NEC ART. 330. 2. MAIN DISTRIBUTION PANEL BOARD SHALL BE CIRCUIT BREAKER TYPE, 3. EXIT SIGNS AND EMERGENCY LIGHTS SHALL HAVE THEIR OWN SELF - CONTAINED STANDBY BATTERY POWER SUPPLY, IF LOCAL CODE REQUIRES A DIRECT TAP BEFORE ANY CIRCUIT BREAKERS THEN INCORPORATE INTO THE FEEDER DIAGRAM AT LEFT. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THIS INSTALLATION IN COMPLIANCE WITH ALL ELECTRICAL AND FIRE PREVENTION CODES, SUPERSEDING ALL SPECIFICATIONS, DRAWINGS, AND NOTES. 5. MDP IS SHIPPED WITH FACTORY MOUNTED TVSS. REFER TO SPECIFICATIONS SECTION 16400, PARAGRAPH #2.01F. 6. PANEL 'LP -CR' FEEDER AND BRANCH CIRCUIT CONDUCTORS MUST BE RUN SEPARATE FROM OTHER PANEL CONDUCTORS. (DO NOT RUN THROUGH A COMMON RACEWAY OR THOUGH). 7, FEEDERS TO BE SIZED UTILIZING A 25% SPARE CONSIDERATION FACTOR FOR FUTURE LOADS, 8. FOR PANELS 'LP -1' AND 'LP -SP' LIGHTING CONTROLS SEE DRAWINGS E2-1A, E2.1B AND E2.1C. 9. THE AVAILABLE SHORT CIRCUIT CURRENT FROM THE ELECTRICAL UTILITY COMPANY IS ____ AMPERES, INTERRUPTING RATING OF ALL PROTECTIVE DEVICES IS THE RESPONSIBILITY OF THE DESIGN ENGINEER, 10, ALL BUSES IN ELECTRICAL SERVICE EQUIPMENT, DISTRIBUTION PANELS, ETC., ARE TO BE STANDARD ALUMINUM ALLOY. ALL FEEDERS AND BRANCH CIRCUITS ARE TO BE COPPER. 11 FOR LEGEND OF SYMBOLS, SEE DRAWING E1.2. 12. PANEL BOARDS SHALL NOT BE USED AS RACEWAY OR JUNCTION BOX, 13. WALGREENS PROTOTYPICAL MASTER -BILT WALK -IN COOLER /FREEZER IS 6 -CLASS FREEZER DOORS AND GLASS COOLER DOORS, WITH DIMENSION 37' -5 h" W X 8' -8 1/2" D. X 8' -6" H. THE MAXIMUM OVERCURRENT PROTECTION (MOP) REQUIREMENT FOR PROTOTYPICAL MASTER -BILT CONDENSING UNIT IS 60A, FOR NON - PROTOTYPICAL MASTER -BILT WALK -IN COOLER /FREEZER, CONTACT MASTER -BILT ® (662) 534 -9061 EXT, 234, FOR THE MAXIMUM OVERCURRENT PROTECTION (MOP) REQUIREMENT. I NATIONAL ACCOUNTS I 1. ELECTRICAL POWER DISTRIBUTION EQUIPMENT & LIGHTING CONTROL SYSTEM A. THE GENERAL CONTRACTOR WILL SELECT AN ELECTRICAL CONTRACTOR TO PURCHASE AND INSTALL THE ELECTRICAL POWER DISTRIBUTION EQUIPMENT AND LIGHTING CONTROL SYSTEM, PURCHASE ORDERS WILL BE ISSUED BY THE ELECTRICAL CONTRACTOR. 1. STORES LOCATED IN ALABAMA, COLORADO, CONNECTICUT, FLORIDA, GEORGIA, IDAHO, ILLINOIS, IOWA, KANSAS, MASSACHUSETTS, MINNESOTA, MISSISSIPPI, MISSOURI, MONTANA, NEBRASKA, NEVADA, NEW HAMPSHIRE, NEW MEXICO, NEW YORK, NORTH CAROLINA, NORTH DAKOTA, OHIO, OKLAHOMA, PENNSYLVANIA, RHODE ISLAND, SOUTH CAROLINA, SOUTH DAKOTA, UTAH, AND WYOMING SHALL USE SIEMENS ELECTRICAL POWER DISTRIBUTION EQUIPMENT AND LIGHTING CONTROL SYSTEM, B. WALGREENS, ITS DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREEN PROJECTS MUST PURCHASE ELECTRICAL POWER DISTRIBUTION EQUIPMENT AND LIGHTING CONTROL SYSTEMS THROUGH THE NATIONAL ACCOUNTS PROGRAM. CALL SIEMENS, GENERAL ELECTRIC, OR SQUARE 'D' NATIONAL ACCOUNTS DEPARTMENT FOR PRICE QUOTES AND BILL OF MATERIAL CONFIRMATION FOR THEIR SPECIFIC PROJECT, 1. FOR SIEMENS CALL (888) WALGRNS (925 -4767) GROUND TO ENCLOSURE MECHANICAL GROUND BUS, MECHANICAL GROUND WIRE SHALL BE GREEN WITHOUT ANY TRACER. (BONDED TO THE ENCLOSURE) NOTES: 1. ALL EQUIPMENT, CONDUCTOR AND RACEWAY SIZES SHALL BE IN ACCORDANCE WITH FACILITIES PLANNING, DRAWINGS AND SPECIFICATIONS, 2. INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LOCAL REQUIREMENTS AND ALL APPLICABLE LAWS AND REGULATIONS. 3. GROUND CONDUCTOR FROM MAIN DISTRIBUTION PANEL BOARD TO EARTH GROUND MUST BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL AND LOCAL CODES, 4. FEEDER AND GROUND CONDUCTOR FROM PANEL LP -CR TO MAIN DISTRIBUTION PANEL BOARD SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT SPLICES OR JOINTS IN THE SAME RACEWAY. 5. MAIN GROUNDING ELECTRODES: A. METAL UNDERGROUND WATER PIPE, B. METAL FRAME OF BUILDING WITH CADWELD CONNECTION. C. IF ONE OF THE ABOVE TWO ITEMS ARE NOT AVAILABLE, THEN FURNISH A CONCRETE ENCASED ELECTRODE. [SEE NEC 250.52 (A) (3)]. 6. GROUND ROD WITH CADWELD CONNECTION. 7. TELEPHONE GROUNDING ELECTRODE, SEE DETAIL 1 ON DRAWING E1,5. 4. (� F GROUNDING NOTES (LP -CR CIRCUITS) 1. GROUNDING (ELECTRICAL SYSTEM) ONE OF THE MOST IMPORTANT PARTS IN THE INSTALLATION OF ELECTRICAL SYSTEMS IS GROUNDING, PROPER GROUNDING WILL PROVIDE PROTECTION OF PERSONNEL, EQUIPMENT, AND CIRCUITS BY ELIMINATING THE POSSIBILITY OF DANGEROUS OR EXCESSIVE VOLTAGES. • GROUNDING SYSTEM MUST BE IN ACCORDANCE WITH APPLICABLE NATIONAL, STATE OR LOCAL ELECTRICAL CODES. • THE GROUND PATH MUST BE PERMANENT AND CONTINOUS, AND THE RESISTANCE OF THE GROUND PATHS MUST NOT EXEED TWO (2) OHMS. • ALL GROUNDING ELECTRODES OF DIFFERENT SYSTEMS MUST BE BONDED TOGETHER. • METALLIC CONDUIT USED TO ENCLOSE A GROUNDING CONDUCTOR MUST BE BONDED TO THE GROUNDING CONDUCTOR AT BOTH ENDS TO REDUCE IMPEDANCE. • RECEPTACLE BOXES MUST BE GROUNDED BY RACEWAY BACK TO THE GROUNDED LP -CR PANEL. • GOUNDING SYSTEM FOR THE LP -CR PANEL MUST BE BONDED TO THE MAIN DISTRUBUTOON PANELBOARD GROUNDING SYSTEM AND IN TURN BONDED TO THE SYSTEM'S NEUTRAL. 2. GROUNDING TESTS AFTER INSTALLATION OF THE LP -CR PANEL, TESTS MUST BE PERFORMED TO CHECK THE FOLLOWING: • EXCESSIVE GROUND POTENTIAL DIFFERENCES BETWEEN DIFFERENT AREAS, DO NOT EXIST, • GROUNDING SYSTEM INTEGRITY. TESTS TO BE PERFORMED ARE: • GROUND POTENTIAL DIFFERENCE MEASUREMENT. W FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES 0 FOOD MART 0 NEW LOCATION PHARMACY 0 SECURITY ❑ NEW LOCATION ❑ EXIST'G BLDG 1 HOUR PHOTO 0 24 HOUR STORE ❑ REMODEL ❑ LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES I STOCK SERVICE EXIST'G NEW GEN NEW 94321 1772 ' 1354 d t'�'7e a© 12,558 SALES EXIST'G 0 0 0 0 FOOD MART NEW 900 900 EXIST'G 0 0 RX NEW 723 723 EXIST'G 0 0 RX WAITG NEW 204 204 EXIST'G 0 0 1 HOUR PHOTO NEW 435 435 EXIST'G 0 0 LIQUOR NEW EXIST'G 0 0 0 0 BSMT NEW EXIST'G 0 0 0 2ND FLOOR NEW EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXST'G 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14 820 SQ.FT. RX SHELVING LINEAL FEET: 92 LN.FT. N0. I DATE BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION �0 At WAS PREPARED BY ME OR �� S k c`► RF°'° UNDER MY DIRECT 4 SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE d t'�'7e a© ,s 9 TH STATE OF UTAH AS SIGNIFIED OF �'� BY MY HAND AND SEAL. k W �,�c�' ►►K' PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE FEEDER DIAGRAM (1 20/208V)/E LECTRI CAL DETAILS CADD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: BNA VOID PLOT: SUPERSEDES PLAN DATED: 05142A DATE 05 -03 -05 REVIEWED BY: RLW E2.1 4L BUS NEUTRAL WIRE PHASE WIRE SEPARATE GROUND CONDUCTOR WHEN PLASTIC CONDUIT IS USED. ..JUND BUS (WHEN PLASTIC CONDUIT IS USED). E a� o� ,a: N �w � I d in N o� o, N Ncr 00 0 Z N � U N c f SEE NOTE 8 ,SEE NOTE 3 SEE NOTE 12 ;EE DOTE 11 E 13 W "WRA"wl0 00 ff� FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA NOTES GENERAL SALES 1. PANELS "LP -1" AND "LP -SP" ARE SHIPPED FACTORY PRE - PROGRAMMED PER CONTROL SCHEDULE ABOVE. ELECTRICAL CONSULTANT AND ELECTRICAL CONTRACTOR CIRCUIT b. MICROLITE AND SQ. D UTILIZE PUSHBUTTONS.TO OVERRIDE THE GROUP PUSH DAY MUST FURNISH PANELS "LP -1" AND "LP -SP" CIRCUITING EXACTLY AS SHOWN ON THE FUNCTION BUTTON SHALL BE PRESSED. THE STATUS OF OVERRIDE MODE IS INDICATED BY PUSH BUTTON PILOT LIGHT. IF PILOT 1 CRITERIA DRAWINGS EO.1, E1.1, E1.2, E2.1A, E2.1B, E2.1C AND E3.1. THE ONLY ACCEPTABLE DEVIATIONS ARE LIMITED 21,24,25 LIGHT IS ON, IT INDICATES THAT THE GROUP IS IN OVERRIDE MODE. IF PUSH BUTTON IS PRESSED AGAIN, PILOT LIGHT MON -SUN TO SPECIAL LOCAL CODE REQUIREMENTS AND UNUSUAL SIZE OF THE STORE, IF STORE IS BIGGER THAN ON IS TURNED OFF INDICATING THAT THE GROUP IS SWITCHED TO NORMAL = 900 NORMAL - SPARE CIRCUITS SHALL BE UTILIZED. IF STORE IS SMALLER THAN NORMAL UNUSED CIRCUITS WILL BECOME SPARE. IF CIRCUITING DEVIATES FROM OFFICE, ELECTRICAL, TRAINING, EMPLOYEE ROOMS AUTOMATIC MODE, c, SIEMENS UTILIZES SWITCHES, "1" OFF CRITERIA AND FIELD RE- PROGRAMMING IS REQUIRED, ELECTRICAL WHEN SWITCH IS IN POSITION - THE GROUP IS IN OVERRIDE MODE. WHEN SWITCH IS IN POSITION "O" 4 CONSULTANT /ELECTRICAL CONTRACTOR WILL BE LIABLE FOR ALL THE EXPENSES - THE GROUP IS IN NORMAL = AUTOMATIC MODE. INCLUDING MICROLITE /SIEMENTS /SQ. D PERSONNEL TRAVELING AND LABOR. EXIST'G d. DURATION OF OVERRIDE MODE IS LIMITED TO 2 HOURS. IF MORE OVERRIDE 2. EACH MICROLITE AND SIEMENS PANEL ( "LP -1" AND "LP -SP ") CONSISTS OF A RELAY 0 AGAINIS REQUIRED - OVERRIDE PUSH BUTTON/ SWITCH SHALL BE INITIATED RX WAIT'G SECTION AND CIRCUIT BREAKER SECTION IN ONE ENCLOSURE. THE RELAY SECTION IS LOCATED ABOVE THE CIRCUIT BREAKER SECTION. BRANCH POWER 2 e. OVERRIDE FOR ALL THE GROUPS EXCEPT PARKING LOT OVERRIDE MODE WILL BE 11,12,19,23,29 WIRING BETWEEN RELAY SECTION AND CIRCUIT BREAKER SECTION IS FURNISHED BY PANEL MON -SAT DISABLED WHEN SECURITY SYSTEM IS ARMED. FOR GROUP *8 (PARKING LOT) OVERRIDE MODE WILL BE DISABLED 15 ON MANUFACTURER. ELECTRICAL CONTRACTOR SHALL PROVIDE FEEDERS TO PANELS AND MINUTES AFTER SECURITY SYSTEM IS ARMED. BRACH POWER WIRING BETWEEN THE RELAY SECTION AND THE LOADS, ELECTRICAL CONTRACTOR SHALL ALSO PROVIDE CONTROL WIRING TO THE RELAY OFF 2.) PHARMACY LOCAL OVERRIDE SWITCHES. SECTION AS SHOWN ON DRAWING E2.18. FOR SQ. D PANELS LAYOUT AND WIRING, REFER TO THERE ARE TWO MONETARY SWITCHES. OFF FUNCTION WILL BE DISABLED EXIST'G DRAWING E2.1C. WHEN LIGHTS SUPPOSED TO BE ON PER TIME SCHEDULE, 2a. ETHERNET COMMUNICATION. B. SEE DETAIL 4, DRAWING E2.1C FOR DETAILS. SUN CONTROL SYSTEM IN EVERY STORE MUST COMMUNICATE WITH WALGREENS HELP CENTER, ETHERNET COMMUNICATION SHALL ALLOW HELP CENTER TO 9. CONSULTANT SHALL VERIFY WITH ARCHITECT IF STORE WILL BE OPERATING AS A PERFORM UPLOADING OF REVISED PROGRAMS, REMOTE MONITORING, AND MANUAL CONTROL ONE HOUR PHOTO / HALLMARK SIGNS NON -24 OR 24 HOUR STORE. ONLY ONE SCHEDULE THAT IS APPLICABLE TO THE STORE SHALL BE SHOWN OFF INCLUDING OVERRIDES. ON THE DRAWING. 2b. SYSTEM ALARM CONDITIONS. 10. i NON -24 HOUR STORE CONTROL SCHEDULE IS BASED ON TYPICAL STORE OPERATING ALARM CONDITIONS INCLUDING " TVSS FAILURE ALARM "SYSTEM OVERRIDE ", AND MISCELLANEOUS MUST E MAILED TO WALGREENS HELP CENTER. EXIST'G MONDAY THRU SATURDAY: 8:OOAM TO 10 :OOPM SUNDAY: 9 :OOAM TO 9 :OOPM 16 WALK IN COOLER / FREEZER FLUORESCENT LIGHTING 0 CONSULTANT MUST VERIFY WITH THE ARCHITECT ACTUAL STORE OPERATING HOURS 3. APPLIES TO STORES WITH WALL HEATERS ONLY. AND ADJUST CONTROL SCHEDULE ACCORDINGLY, 4. DIMENSIONS OF COMBINATION RELAY /BREAKER PANELS: 11, FOR LIGHTING POLE LOCATIONS, REFER TO NOTE *9 DRAWING EO.1. MICROLITE PANEL "LP -1 "- 78 "H X 24 "W X 7 "D MICROLITE PANEL "LP - SP" 7$ "H X 32 "W X 7"D 12. APP.' '; ONLY TO STORE WITH ENTRANCE HEATERS, ONLY THE FOLLOWING TWO 15 SIEMENS PANEL "LP -1 " 73 "H X 20 "W X 5 3/4 "D 11,694 CONS ONS (OUT OF THREE SHOWN IN CRITERIA MUST BE SHOWN ON CONSULTANT 1354 » » » SIEMENS PANEL LP - SP : 85 X 24 X 5 3/4 » D 14,820 DRAB CGS: A. 7 .NDITIONS 1 AND 2 (FOR STORES WITHOUT VESTIBULE), 5. ELECTRICAL CONTRACTOR SHALL INSTALL PANELS "LP -1" AND "LP -SP" SO THAT THE BOTTOM OF THE PANEL 0 CON�OL ANT MUSTINOT AND 3 SHOW F ALL S THREE CONDITIONS DRAWINGS. ON SHALL BE AT 12" A.F,F. 3 'LP -1' 6. ALL THE CIRCUITS WITHIN EACH GROUP SHALL BE PROGRAMMED NOT TO BE 13 VERIFIED HELP #13 PROGRAMMED BY ON ENERGIZED AT THE SAME TIME, BUT SHALL BE STAGGERED WITH A ONE SECOND INTERVAL BETWEEN EACH CIRCUIT. SHALLLRBE HELP CENTER TO OPERATE SIMILAR TO GROUP 011. 7 • OVERRIDES: OFF 1.) OVERRIDE STATION ON PANEL "LP -SP" DOOR. a. STATION INCLUDES (4) PUSHBUTTONS /SWITCHES AND ALLOW OVERRIDE OF THE FOLLOWING GROUPS: - GENERAL SALES AND MISCELLANEOUS - GROUPS *1, 02, •3, AND *11. ON - PHARMACY - GROUP *5. 9:30 PM OFF - SIGNS AND AWNING /CANOPY - GROUPS *7, 010, AND *13. - PARKING LOT - - GROUPS *6, *8, *9, 0 *12. SEE NOTE 8 ,SEE NOTE 3 SEE NOTE 12 ;EE DOTE 11 E 13 W "WRA"wl0 00 ff� FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA CONTROL SCHEDULE —NON 24 HOUR STORE (SEE NOTE 10) GENERAL SALES GROUP PANEL CIRCUIT DESCRIPTION DAY EVENTS FUNCTION REMODEL ❑ 1 'LP -1' 21,24,25 GENERAL SALES - MAINTENANCE LIGHTS MON -SUN BURGLAR ALARM DISARMED ON 900 2,6 OFFICE, ELECTRICAL, TRAINING, EMPLOYEE ROOMS BURGLAR ALARM ARMED OFF 0 RX 4 GEN STOCK ROOM, PASSAGEWAY 723 EXIST'G 0 0 RX WAIT'G NEW 2 'LP -1 11,12,19,23,29 GENERAL SALES- NORMAL LIGHTING MON -SAT 7 :55 AM ON 14,25,28,30,32 10 :10 PM OFF 435 435 EXIST'G 0 0 20 'H' FIXTURES LIGHTING SUN 8:55 AM ON 31 ONE HOUR PHOTO / HALLMARK SIGNS 9:10 PM OFF 0 BSMT 33 MORTAR AND PESTLE SIGN EXIST'G 16 WALK IN COOLER / FREEZER FLUORESCENT LIGHTING 0 2ND FLOOR NEW 18 'H' FIXTURE COSMETIC LIGHTS & RECEPTACLES EXIST'G 0 .O 0 15 'H' FIXTURE SOUTH AND WEST WALLS 11,694 1772 1354 14,820 TOTALEXSTG 34 SPARE 0 BURGLAR ALARM TRIGGERED ON TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. 3 'LP -1' 13,22,27 GENERAL SALES- EVENING LIGHTING MON -SAT 7 :55 AM ON 10:30 PM OFF 8:55 AM ON 9:30 PM OFF BURGLAR ALARM TRIGGERED ON 4 'LP -1, WALL HEATERS INTERLOCK WALL HEATERS CIRCUITS SHALL BE DE- ENERGIZED (RELAY 40 CONTACT OPEN) IF ANY OF THE FOLLOWING CONDITIONS ARE MET; 1, BURGLAR ALARM ARMED AND OUTSIDE TEMPERATURE IS ABOVE 25 DEGREES F. 2. OUTSIDE TEMPERATURE IS ABOVE 50 DEGREES F. GE 510 IN PANEL 'LP -2' (SIEMENS) 4A 'LP -1' ENTRANCE HEATERS INTERLOCK ENTRANCE HEATER SHALL NOT FUNCTION (RELAY 40 CONTACT IS OPEN) IF ANY OF THE THE FOLLOWING CONDITIONS ARE MET: 1, OUTSIDE TEMPERATURE IS ABOVE 50 DEGREES F, 2, BURGLAR ALARM SYSTEM IS ARMED AND OUTSIDE TEMPERATURE IS ABOVE 32 DEGREES F (STORES WITH VESTIBULE ONLY). GE 510 IN OFFICE (SIEMENS) 5 'LP -1' 1,3 PHARMACY MON -FRI 7:55 AM ON 10 :30 PM OFF SAT 7:55 AM ON 6 :30 PM OFF SUN 8:55 AM ON 5 :30 PM OFF BURGLAR ALARM ARMED OFF BURGLAR ALARM TRIGGERED ON 6 'LP -SP' 14 'R -1' WALL PACK FIXTURES MON -SUN OUTDOOR LIGHTING LESS THAN 20FC ON OUTDOOR LIGHTING MORE THAN 20FC OFF BURGLAR ALARM TRIGGERED ON 7 'LP —SP' 1 PYLON SIGN PRIMARY PANEL MON —SAT 8:00 AM UNTIL 10 :00 PM AND OUTDOOR UGHTING IS LESS THAN 100FC ON 2,10 SIGNS 19,21,23 AWNING / CANOPY 16 ENTRANCE CANOPY 'H -1' FIXTURES SUN 9 :00 AM UNTIL 9:00 PM AND OUTDOOR LIGHTING IS LESS THAN 100FC ON 4,12 SPARE BURGLAR ALARM ARMED OFF BURGLAR ALARM TRIGGERED ON 8 'LP -SP' 30/32 PARKING LOT LIGHTS MON -SUN AFTER 7 :30 AM AND OUTDOOR LIGHTING LESS THAN 20FC OR ASTRO ON PATH TO EMPLOYEE PARKING SPACES 15 MINUTES AFTER BURGLAR ALARM SYSTEM IS ARMED OFF BURGLAR ALARM TRIGGERED ON 9 'LP —SP' 18/20, 22/24 PARKING LOT LIGHTS MON —SAT 8 :00 AM UNTIL 10 :20 PM AND OUTDOOR LIGHTING IS LESS THAN 20FC OR ASTRO ON 26/28 (BUSINESS HOURS) SUN 9:00 AM UNTIL 9:20 PM AND OUTDOOR UGHTING IS LESS THAN 20FC OR ASTRO ON 15 MINUTES AFTER BURGLAR ALARM SYSTEM IS ARMED OFF BURGLAR ALARM TRIGGERED ON 10 'LP —SP' 7 DRIVE THRU CANOPY UGHTS MON —FRI 8:00 AM UNTIL 10 ;00 PM AND OUTDOOR LIGHTING IS LESS THAN 1OOFC ON AND 'Q' FIXTURE SAT 8:00 AM UNTIL 6:00 PM AND OUTDOOR LIGHTING IS LESS THAN 100FC ON SUN 8:00 AM UNTIL 5:00 PM AND OUTDOOR LIGHTING IS LESS THAN 100FC ON BURGLAR ALARM TRIGGERED ON BURGLAR ALARM ARMED OFF 11 'LP -SP' 25,27,29,31,33,35 GONDOLA RECEPTACLES MON -SAT 7 :55 AM ON 10 :10 PM OFF MON -SAT 8:55 AM ON 9:10 PM OFF 12 'LP -SP' 34,36 FACADE ACCENT FIXTURES MON -SAT 8:00 AM UNTIL 10:00 PM & OUTDOOR LIGHTING IS LESS THAN 20FC ON SUN 9 :00 AM UNTIL 9 .00 PM Qc OUTDOOR UGHTING IS LESS THAN 20FC ON BURGLAR ALARM ARMED OFF 13 'LP —SP' 3,5 L.E.D. READERBOARD FACTORY DEFAULT SETTING: 24 HOUR OPERATION SEE NOT SEE NOTE 8 ,SEE NOTE 3 SEE NOTE 12 ;EE DOTE 11 E 13 W "WRA"wl0 00 ff� FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY ❑ NEW LOCATION EXIST'G BLDG ❑ 1 HOUR PHOTO 24 HOUR STORE C:] REMODEL ❑ LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT I SALES I STOCK I SERVICE I TOTAL I TOTAL GEN SALES NEW 9432 1772 13541 12,558 EXIST'G 0 0 0 0 FOOD MART NEW 900 900 EXIST'G 0 0 RX NEW 723 723 EXIST'G 0 0 RX WAIT'G NEW 204 204 EXIST'G 0 0 1 HOUR PHOTO NEW 435 435 EXIST'G 0 0 LIQUOR NEW EXIST'G 0 0 0 0 BSMT NEW EXIST'G 0 0 0 2ND FLOOR NEW EXIST'G 0 .O 0 TOTAL NEW 11,694 1772 1354 14,820 TOTALEXSTG 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT. RX SHELVING LINEAL FEET: 92 LN.FT. NO. I DATE I BY I DESCRIPTION CONST REVISIONS CERTIFICATION AND SEAL 1 HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. I STORE NUMBER 09974 1 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE CONTROL SCHEDULES CADD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: VOID PLOT BNA 05142A DATE: 05 -03 -05 E2mlA SUPERSEDES PLAN DATED: REVIEWED BY: RLW 0 rnm o .- et N W it a � N O •O� N 3 .ty o r� > 0 Q z� N � U N T� m� NOTE; 1. GE -510 MODULE SHALL BE FACTORY INSTALLED IN PANEL LP -2. ALL COMPONENTS SHALL BE FACTORY PREWIRED. 2. SEE DETAIL 2, NOTE 9 THIS DRAWING. INTERLOCK WITH WALL HEATERS CONTROLS (APPLIES ONLY TO STORES WITH WALL HEATERS) E2.1 B PANEL "LP1 "- LOW VOLTAGE SECTION D I CONNECTOR REG 911 /11 (TYP.) I TB1 I 1 PHARM 11 2 PHARM 2 3 TVSS 4 I 5 ARM 6 ALRM I r 7 20FC I 8 IOOFC TB2 I 1 2 COM I 3 4 5 I 6 I TB3 1 I 2 I 3 4 i IN7 i U i - BLK + RED - BLK + RED - BLK + RED - BLK + RED - BLK + RED # 1BAWG + RED BLK CABLE TO SIEMENS COMBINATION LIGHT TEMPERATURE SENSOR, NOTE 3 PANELS "LP -1 - "LP -SP" NETWORK CABLE, SEE NOTE 3 24VDC POWER FROM PANEL "LP -SP ", SEE NOTES 1 & 2 PHARMACY LOCAL OVERRIDE MOMENTARY LOW VOLTAGE SWITCHES n I SIEMENS INSTABUS CONTROL SYSTEM EXTERNAL WIRING DIAGRAM + RED I - BLK I I + RED � I - BLK I � I I PANEL "LP -SP "- I _RELAY SECTION NOTES: 1, NETWORK AND 24VDC CABLES SHALL BE FURNISHED AND FACTORY CONNECTED TO PANEL 'LP -SP' BY SIEMENS. CABLES INSTALLATION AND TERMINATION AT PANEL 'LP -1' SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR. 2. PANELS 'LP -SP' AND 'LP -1' SHALL BE INSTALLED ADJACENT TO EACH OTHER. 3, COMBINATION LIGHT TEMPERATURE SENSOR CABLE SHALL BE BELDEN CAT. #6320FE OR EQUAL. CABLE SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR, CONNECTORS SHALL BE FURNISHED BY SIEMENS. FOR SENSOR LOCATION AND ORIENTATION REFER TO DETAIL 3 DWG. E2.1 C. 4. DO NOT RUN LOW VOLTAGE WIRING IN THE SAME CONDUIT WITH POWER WIRING, TVSS IN I I 5 , IMPORTANT: BEFORE DRILLING CONDUIT OPENINGS IN THE PANELS, ALL INTERIOR "MDP" COMPONENTS MUST BE WRAPPED TO PROTECT SENSITIVE ELECTRONIC EQUIPMENT, 6. IF REMOTE LOCATION OF THE OVERRIDE PUSH BUTTONS IS REQUIRED BY LOCAL NO C NC NC C NO I CODE, THEY SHALL BE TERMINATED AS FOLLOWS: CONTACT CLOSED ON PUSH BUTTON 1: T83 -1 AND TB2 -4; PUSH BUTTON 2: TB3 -2 AND TB2 -5; PUSH TVSS FAILURE BUTTON 3: T83 -3 AND T82 -5. OR I LOSS OWER .., ._ ..— J 7. APPLIES TO STORES WITH WALL HEATERS ONLY. REFER TO DETAIL 6 (WALL 2# 18AWG, NOTE 7 & 9 2# 18AWG, NOTE 10 - BLK + RED - BLK + RED VNEL A JNEL Bpi GE -510 NOTE 10 V CONTACTOR FOR SPLIT BUS PANEL LP -2 - SECTION "B" PHARMACY NOTE 1 8, WORK THIS DETAIL WITH SIEMENS BLOCK DIAGRAM DETAIL 5 THIS DRAWING. 1 HOUR PHOTO 25/27/29 GE -510 N 9. COMMUNICATION CABLE TO GE -510 MODULE IN PANEL 'LP -2' SHALL BE FURNISHED 1 OTHER ❑ (CHANNEL A) DEPARTMENT AND FACTORY CONNECTED TO PANEL 'LP1' BY SIEMENS. CABLE INSTALLATION AND STOCK SERVICE 60A 11 --I GEN NEW SALES EXIST'G I TO 1772 10. COMMUNICATION CABLE TO GE -510 MODULE IN OFFICE SHALL BE BELDEN #6320FE. C CONTACTOR CABLE SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR, FOR WIRING TO 0 0 COIL. DETAIL THERMOSTAT IN THE OFFICE REFER TO DETAIL 7 THIS DRAWING. APPLIES TO 900 6 THIS I STORES WITH ENTRANCE HEATER ONLY. 900 HANNEL B DRAWING TO SPLIT BUS 0 TO "B" 2 #18AWG PANEL SECTION WIRING) I LP -1 TO ENTRANCE HEATER PANEL L "�P _2,0 NOTE 2 NOTE; 1. GE -510 MODULE SHALL BE FACTORY INSTALLED IN PANEL LP -2. ALL COMPONENTS SHALL BE FACTORY PREWIRED. 2. SEE DETAIL 2, NOTE 9 THIS DRAWING. INTERLOCK WITH WALL HEATERS CONTROLS (APPLIES ONLY TO STORES WITH WALL HEATERS) E2.1 B PANEL "LP1 "- LOW VOLTAGE SECTION D I CONNECTOR REG 911 /11 (TYP.) I TB1 I 1 PHARM 11 2 PHARM 2 3 TVSS 4 I 5 ARM 6 ALRM I r 7 20FC I 8 IOOFC TB2 I 1 2 COM I 3 4 5 I 6 I TB3 1 I 2 I 3 4 i IN7 i U i - BLK + RED - BLK + RED - BLK + RED - BLK + RED - BLK + RED # 1BAWG + RED BLK CABLE TO SIEMENS COMBINATION LIGHT TEMPERATURE SENSOR, NOTE 3 PANELS "LP -1 - "LP -SP" NETWORK CABLE, SEE NOTE 3 24VDC POWER FROM PANEL "LP -SP ", SEE NOTES 1 & 2 PHARMACY LOCAL OVERRIDE MOMENTARY LOW VOLTAGE SWITCHES n I SIEMENS INSTABUS CONTROL SYSTEM EXTERNAL WIRING DIAGRAM + RED I - BLK I I + RED � I - BLK I � I I PANEL "LP -SP "- I _RELAY SECTION NOTES: 1, NETWORK AND 24VDC CABLES SHALL BE FURNISHED AND FACTORY CONNECTED TO PANEL 'LP -SP' BY SIEMENS. CABLES INSTALLATION AND TERMINATION AT PANEL 'LP -1' SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR. 2. PANELS 'LP -SP' AND 'LP -1' SHALL BE INSTALLED ADJACENT TO EACH OTHER. 3, COMBINATION LIGHT TEMPERATURE SENSOR CABLE SHALL BE BELDEN CAT. #6320FE OR EQUAL. CABLE SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR, CONNECTORS SHALL BE FURNISHED BY SIEMENS. FOR SENSOR LOCATION AND ORIENTATION REFER TO DETAIL 3 DWG. E2.1 C. 4. DO NOT RUN LOW VOLTAGE WIRING IN THE SAME CONDUIT WITH POWER WIRING, TVSS IN I I 5 , IMPORTANT: BEFORE DRILLING CONDUIT OPENINGS IN THE PANELS, ALL INTERIOR "MDP" COMPONENTS MUST BE WRAPPED TO PROTECT SENSITIVE ELECTRONIC EQUIPMENT, 6. IF REMOTE LOCATION OF THE OVERRIDE PUSH BUTTONS IS REQUIRED BY LOCAL NO C NC NC C NO I CODE, THEY SHALL BE TERMINATED AS FOLLOWS: CONTACT CLOSED ON PUSH BUTTON 1: T83 -1 AND TB2 -4; PUSH BUTTON 2: TB3 -2 AND TB2 -5; PUSH TVSS FAILURE BUTTON 3: T83 -3 AND T82 -5. OR I LOSS OWER .., ._ ..— J 7. APPLIES TO STORES WITH WALL HEATERS ONLY. REFER TO DETAIL 6 (WALL 2# 18AWG, NOTE 7 & 9 2# 18AWG, NOTE 10 - BLK + RED - BLK + RED VNEL A JNEL Bpi GE -510 NOTE 10 TO PHARMACY LOCAL RX COMM OVERRIDE CABINET TO PANEL 'LP -2' SWITCHES NOTE 2 RELAY #45 & 47, (MICROLITE, NOTE 6 3 #18 CAT.5E DETAIL 1 THIS DRAWING) TO SIEMENS GE -510 (SIEMENS), COMBINATION LIGHT (DETAIL 2 THIS DRAWING) TEMPERATURE RELAY R1 (SQ. "D'), SENSOR NETWORK AND 24VDC '- I (DETAIL 1, DRAWING E2.1C) TO TVSS IN CABLES, NOTE 4. I i 'MDP' 2#18 JB JUNCTION BOX WITH RJ45 TO GE -510 NEAR TO CONNECTOR NOTE 2 ENTRANCE HEATER FIELD WIRING PANEL, NOTE 5 CAT.5E PATCH CABLE BY DTR THERMOSTAT IN THE W2 W21 1 ( NOTE 2 ) W1 W OFFICE, NOTE 7 CLASS 2 LOW VOLTAGE AREA G 0 - --- - (LOW VOLTAGE CONDUITS ONLY) X 0- - -- TO W1 ENTRANCE W2 HEATER ETHERNET GATEWAY, RH B O NOTE 2 CONNECTOR PANEL CONNECTOR RH PANEL REG 911/11 'LP - SP' REG 911/11 T 0 T 'LP - 1' TB1 NOTE 4 T O NOTE 4 0 - D 0 CONNECTOR T62 D 0 9 T7047C - C2007 NOTE 61 /11 T63 ENTRANCE HEATER REMOTE T710OF1006 THERMOSTAT TEMPERATURE WITH 0710OA1010 SENSOR SUBBASE IN THE OFFICE RELAY, ALARM RELAY, NOTE 5 INTERLOCK WITH NOTES SIEMENS INSTABUS ENTRANCE HEATER 1 ' DRAWING. LOW DETAIL WITH SIEMENS WIRING DIAGRAM DETAIL 2 THIS LOW VOLTAGE WIRING BLOCK DIAGRAM (APPLIES TO STORES WITH ENTRANCE HEATER ONLY) 2, CAT.5E CABLE SHALL BE FURNISHED AND INSTALLED BY WALGREENS CAT.SE INSTALLER. CAT.5E INSTALLER SHALL TERMINATE CABLE IN 4. SEE WIRING DIAGRAM, DETAIL 2, NOTE 1 THIS DRAWING, J -BOX INSTALLED NEAR PANEL 'LP -1' LOW VOLTAGE COMPARTMENT. 5 WIRING BETWEEN 4204 RELAY MODULE AND SECURITY PANEL L 7 PATCH CABLES TO ETHERNET GATEWAY (IN PANEL 'LP -1') AND SHALL BE FURNISHED BY WALGREENS DTR. E2.1 B PHARMACY HUB SHALL. BE FURNISHED AND INSTALLED BY DTR. 3. NOT USED. 6, SEE WIRING DIAGRAM, DETAIL 2, NOTE 9 THIS DRAWING. 7. APPLIES TO STORES WITH ENTRANCE HEATER ONLY. F-E W "09AZ 94 co& FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA ----- GENERAL SALES HEAERS INTERLOCK) THIS DRAWING. NEW LOCATION PHARMACY SECURITY ❑ 8, WORK THIS DETAIL WITH SIEMENS BLOCK DIAGRAM DETAIL 5 THIS DRAWING. 1 HOUR PHOTO I ( REMODEL ❑ 9. COMMUNICATION CABLE TO GE -510 MODULE IN PANEL 'LP -2' SHALL BE FURNISHED 1 OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT AND FACTORY CONNECTED TO PANEL 'LP1' BY SIEMENS. CABLE INSTALLATION AND STOCK SERVICE TOTAL EXIST'G TERMINATION AT PANEL 'LP -2' SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR, GEN NEW SALES EXIST'G I TO 1772 10. COMMUNICATION CABLE TO GE -510 MODULE IN OFFICE SHALL BE BELDEN #6320FE. C HANNEL A CONTACTOR CABLE SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR, FOR WIRING TO 0 0 COIL. DETAIL THERMOSTAT IN THE OFFICE REFER TO DETAIL 7 THIS DRAWING. APPLIES TO 900 6 THIS I STORES WITH ENTRANCE HEATER ONLY. 900 HANNEL B DRAWING 0 (FACTORY 723 I G E -510 WIRING) I 723 TO ENTRANCE HEATER PANEL L "�P _2,0 0 ' THERMOSTAT IN RX NEW WAIT'G EXISTG 204 OFFICE. DETAIL 7 204 0 THIS DRAWING 0 TO PHARMACY LOCAL RX COMM OVERRIDE CABINET TO PANEL 'LP -2' SWITCHES NOTE 2 RELAY #45 & 47, (MICROLITE, NOTE 6 3 #18 CAT.5E DETAIL 1 THIS DRAWING) TO SIEMENS GE -510 (SIEMENS), COMBINATION LIGHT (DETAIL 2 THIS DRAWING) TEMPERATURE RELAY R1 (SQ. "D'), SENSOR NETWORK AND 24VDC '- I (DETAIL 1, DRAWING E2.1C) TO TVSS IN CABLES, NOTE 4. I i 'MDP' 2#18 JB JUNCTION BOX WITH RJ45 TO GE -510 NEAR TO CONNECTOR NOTE 2 ENTRANCE HEATER FIELD WIRING PANEL, NOTE 5 CAT.5E PATCH CABLE BY DTR THERMOSTAT IN THE W2 W21 1 ( NOTE 2 ) W1 W OFFICE, NOTE 7 CLASS 2 LOW VOLTAGE AREA G 0 - --- - (LOW VOLTAGE CONDUITS ONLY) X 0- - -- TO W1 ENTRANCE W2 HEATER ETHERNET GATEWAY, RH B O NOTE 2 CONNECTOR PANEL CONNECTOR RH PANEL REG 911/11 'LP - SP' REG 911/11 T 0 T 'LP - 1' TB1 NOTE 4 T O NOTE 4 0 - D 0 CONNECTOR T62 D 0 9 T7047C - C2007 NOTE 61 /11 T63 ENTRANCE HEATER REMOTE T710OF1006 THERMOSTAT TEMPERATURE WITH 0710OA1010 SENSOR SUBBASE IN THE OFFICE RELAY, ALARM RELAY, NOTE 5 INTERLOCK WITH NOTES SIEMENS INSTABUS ENTRANCE HEATER 1 ' DRAWING. LOW DETAIL WITH SIEMENS WIRING DIAGRAM DETAIL 2 THIS LOW VOLTAGE WIRING BLOCK DIAGRAM (APPLIES TO STORES WITH ENTRANCE HEATER ONLY) 2, CAT.5E CABLE SHALL BE FURNISHED AND INSTALLED BY WALGREENS CAT.SE INSTALLER. CAT.5E INSTALLER SHALL TERMINATE CABLE IN 4. SEE WIRING DIAGRAM, DETAIL 2, NOTE 1 THIS DRAWING, J -BOX INSTALLED NEAR PANEL 'LP -1' LOW VOLTAGE COMPARTMENT. 5 WIRING BETWEEN 4204 RELAY MODULE AND SECURITY PANEL L 7 PATCH CABLES TO ETHERNET GATEWAY (IN PANEL 'LP -1') AND SHALL BE FURNISHED BY WALGREENS DTR. E2.1 B PHARMACY HUB SHALL. BE FURNISHED AND INSTALLED BY DTR. 3. NOT USED. 6, SEE WIRING DIAGRAM, DETAIL 2, NOTE 9 THIS DRAWING. 7. APPLIES TO STORES WITH ENTRANCE HEATER ONLY. F-E W "09AZ 94 co& FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY ❑ NEW LOCATION EXIST BLDG 1 HOUR PHOTO 24 HOUR STORE ❑ REMODEL ❑ I LIQUOR ❑ 1 OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXIST'G TOTAL NEW GEN NEW SALES EXIST'G 9432 1772 1354 12,558 0 0 0 0 FOOD NEW MART EXIST'G 900 900 0 0 RX NEW EXIST'G 723 723 0 0 RX NEW WAIT'G EXISTG 204 204 0 0 1 HOUR NEW PHOTO EXISTG 435 435 0 0 NEW LIQUOR EXIST'G 0 0 0 0 NEW BSMT EXIST'G 0 0 0 2ND NEW FLOOR I EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTALEXSTG 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS. 14,820 SOFT. RX SHELVING LINEAL FEET: 92 LN.FT. 2 I NO.1 DATE 1BY'l DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS 5 %0 4h FN PLAN AND SPECIFICATION WAS PREPARED BY ME OR Q. F 1 UNDER MY DIRECT SUPERVISION AND THAT 1 AM 3 A DULY REGISTERED O ARCHITECT OR ENGINEER UNDER THE LAWS OF THE of$ q Of 14A t4� STATE OF UTAH AS SIGNIFIED W. BY MY HAND AND SEAL. STORE NUMBER 09974 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE CONTROL DIAGRAM CADD PLOT: SCALE AS SHOWN DRAWING NO. DRAWN BY: VOID PLOT BNA 05142A DATE: 05 -03 -05 E 2.1 B SUPERSEDES PLAN DATED: REVIEWED BY: RLW rn E O N . w I U-) N O.� O � N � 0 i z N Ln ° v o i m� THE FOLLOWING TEST MUST BE PERFORMED BY ELECTRICAL CONTRACTOR: 1, PHARMACY OVERRIDES CHECK THAT LOCAL OVERRIDES AND OVERRIDE PUSHBUTTON ON PANEL "LP —SP" DOOR WORKS, 2, OVERRIDES OTHER THAN PHARMACY CHECK THAT OVERRIDE WORKS. 3, SECURITY INTERLOCK INITIAL CONDITIONS: - OVERRIDE PUSHBUTTONS /SWITCHES ON PANEL "LP -SP" DOOR SHALL BE OFF. -ALL THE LIGHTS INSIDE THE STORE SHALL BE ON. -ALL EXTERIOR LIGHTS SHALL BE DFF. ACTIONS: - DISCONNECT WIRE ON TERMINAL #2 IN SECURITY SYSTEM AUXILIARY RELAY MODULE (WHITE BOX). RESULTS: -EVERY OTHER FIXTURE IN SIX ROWS OF LIGHTS INSIDE THE STORE (SPACED EVENLY = MAINTENANCE LIGHTS) MUST TURN OFF (CIRCUITS 21, 24, 25). - CIRCUITS 2, 4, 6, 9 & 17 MUST ALSO TURN OFF. 4, SECURIT IN TERLOCK. (CONT'D). INITIAL CONDITIONS: -WIRE ON TERMINAL #2 IS STILL DISCONNECTED AND MAINTENANCE LIGHTS AND ALL THE CIRCUITS DESCRIBED ABOVE ARE STILL OFF. ACTIONS: - INSTALL JUMPER BETWEEN TERMINALS 4 AND 6 IN SECURITY SYSTEM A . _fARY RELAY MODULE (WHITE BOX). - MAINTENANCE LIGHTS AND ALL THE CIRCUITS INSIDE THE STORE DESCRIBED ABOVE AND ALL EXTERIOR LIGHTS MUST TURN ON, REMOVE JUMPER BETWEEN TERMINALS 4 AND 6 AND RESTORE WIRE 01% TERMINAL #2 IN SECURITY SYSTEM AUXILIARY RELAY MODULE, T STIN 1. REMOVE HONEYWELL CONTROLLER PLASTIC COVER (ONE SCREW). 2. SET "SET /RUN" SWITCH TO "SET" POSITION. SET BOTH DIALS (STAGE 1 AND STAGE 2) AT 1 1. BOTH RED LED'S SHALL BE OFF. ALL EXTERIOR LIGHTS SHALL OFF. 3. AT DUSK (APPROXIMATELY 1 OOFC) SLOWLY ROTATE STAGE 2 DIAL TOWARD BIGGER NUMBERS UNTIL RED LED BELOW DIAL TURNS ON, CHECK THAT ALL SIGNS AND AWNING /CANOPY LIGHTS ARE ON. 4. WAIT UNTIL IT GETS DARKER, AT APPROXIMATELY 20 FC SLOWLY ROTATE STAGE 1 DIAL TOWARDS BIGGER NUMBERS UNTIL RED LED BELOW DIAL TURNS ON. CHECK THAT ALL EXTERIOR LIGHTS ARE ON. 5. TURN "SET /RUN" SWITCH TO "RUN" POSITION AND REPLACE PLASTIC COVER. MORNING ADJUSTMENT: 1. REMOVE HONEYWELL CONTROLLER PLASTIC COVER (ONE SCREW). 2. SET "SET /RUN" SWITCH TO "SET" POSITION, SET BOTH DIALS (STAGE 1 AND STAGE 2) AT 1 1 0. BOTH RED LED SHALL BE ON. ALL EXTERIOR LIGHTS SHALL BE ON, 3. WAIT UNTL IT GETS BRIGHTER. AT LIGHT LEVEL SLIGHTLY HIGHER THAN 20 FC S_ , VLY ROTATE STAGE 1 DIAL TOWARD SMALLER NUMBERS UNTIL RED LED :..OW DIAL TURNS OFF, CHECK THAT ALL PARKING LOT, WALL PACKS ANE, - OODUGHTS ARE OFF, 4. 'A, "s. AT LIGHT LEVEL SLIGHTLY HIGHER THAN 100FC SLOWLY ROTATE STAGE DIAL TOWARD SMALLER NUMBERS UNTIL RED LED BELOW TURNS OFF, CHECK THAT ALL EXTERIOR LIGHTS ARE OFF. 5. TURN "SET /RUN" SWITCH TO "RUN" POSITION AND REPLACE PLASTIC COVER. 6. SALES AREA (REFER TO GROUPS 1, 2 & 3 LOGIC, E2.1A) VERIFY THE FOLLOWING: a, TIME: BEFORE 7 :55 AM AND SECURITY SYSTEM IS DISARMED -ONLY "MAINTENANCE LIGHTS" - CIRCUITS (21, 24, 25) MUST BE ON, (EVERY OTHER FIXTURE IN SIX ROWS OF LIGHTS SPACED EVENLY). b. TIME: AFTER 7:55 AM - ALL THE SALES AREA AND THE REST OF GROUP 2 CIRCUITS MUST BE ON. c. TIME: 10:10 PM - 10:30 PM - ONLY SIX CIRCUITS, (21, 24, 25, 13, 22, 27 ) MUST BE ON (EVERY OTHER FIXTURE IN TWELVE ROWS OF LIGHTS SPACED EVENLY). ALL THE CIRCUITS MUST BE OFF d. TIME: AFTER 10:30 PM - ALL CIRCUITS TURN OFF EXCEPT GROUP #1 7, PHARMACY (REFER TO GROUP 5 LOGIC, E2, 1A) VERIFY THE FOLLOWING: a, TIME: BEFORE 7:55 AM PHARMACY LIGHTS (CIRCUITS 1 & 3) MUST BE OFF, b. TIME. AFTER 7 :55 AM ALL PHARMACY LIGHTS MUST BE ON, c. TIME: 10:30 PM - ALL PHARMACY LIGHTS MUST BE OFF, 8. GONDOLA RECEPTACLES VERIFY THE FOLLOWING: a. TIME: BEFORE 7:55 AM - RECEPTACLES (CIRCUITS 25,27,29,31,33,35) MUST BE DE- ENERGIZED. b, TIME: AFTER 7 :55 AM - ALL RECEPTACLES CIRCUITS MUST BE ENERGIZED. c, TIME: 10 :10 PM - ALL RECEPTACLE CIRCUITS MUST BE DE- ENERGIZED 9. TEMPERATURE CONTROLLER: NOTES: 1, TORCH OR HEAT GUN MUST NOT BE USED TO WARM SENSOR 2. HEATER MAY NOT TURN ON BECAUSE ITS THERMOSTAT SETTING IS TOO LOW (DURING THE TEST THERMOSTAT SETTING COULD BE RAISED TEMPORARILY). 3, SENSOR WARMING TAKES A FEW MINUTES. ABBREVIATION: WH a WALL HEATER EH = ENTRANCE HEATER TERMINAL 2 - TERMINAL #2 ON 4204 RELAY OF SECURITY INTERFACE MODULE WARM SENSOR = SENSOR SHOULD BE WARMED WITH HANDS COOL SENSOR WITH SPRAY = SPRAY SENSOR WITH "COMPONENT COOLER" (PURCHASE THROUGH RADIO SHACK) COOL SENSOR WITH ICE - USE CUP WITH ICE T = TEMPERATURE A. NON -24 HOUR STORE 1. OUTSIDE TEMPERATURE (SHOWN ON CONTROLLER DISPLAY) BELOW 25' F a. WITH SECURITY DISARMED VERIFY THAT WH AND EH ARE ON. WARM SENSOR, VERIFY THAT WH AND EH TURN OFF (AT T ABOVE 50'F). ALLOW SENSOR TO COOL TO OUTSIDE TEMPERATURE (WATCH CONTROLLER DISPLAY), b, DISCONNECT WIRE ON TERMINAL 2, VERIFY THAT WH AND EH (FOR STORE WITH VESTIBULES) ARE ON; EH FOR STORE WITHOUT VESTIBULES SHALL BE OFF, WARM SENSOR, VERIFY THAT WH TURN OFF (AT T ABOVE 251) AND EH FOR STORES WITH VESTIBULES TURN OFF (AT T ABOVE 32' F). RESTORE WIRE ON TERMINAL 2. 2. OUTSIDE TEMPERATURES ABOVE 25' F BUT BELOW 50' F. a. WITH SECURITY DISARMED VERIFY THAT WH AND EH ARE ON. WARM SENSOR, VERIFY THAT WH AND EH TURN OFF (AT T ABOVE 50' F). ALLOW SENSOR TO COOL TO OUTSIDE TEMPERATURE. b. DISCONNECT WIRE ON TERMINAL 2. VERIFY THAT: 1. WH AND EH FOR STORE WITHOUT VESTIBULES ARE OFF; EH FOR STORE WITH VESTIBULE SHALL BE ON (IF T BELOW 32' F). FOR STORE WITH VESTIBULE WARM SENSOR AND VERIFY THAT EH TURN OFF (AT T ABOVE 32' F). COOL SENSOR WITH SPRAY. WH AND EH SHALL TURN ON. RESTORE WIRE ON TERMINAL 2, 3. OUTSIDE TEMPERATURE ABOVE 50' F. a. WITH SECURITY DISARMED VERIFY THAT WH AND EH ARE OFF, b. DISCONNECT "WIRE ON TERMINAL 2 - VERIFY THAT WH AND EH ARE OFF, RESTORE WIRE ON TERMINAL 2. C. COOL SENSOR WITH SPRAY. VERIFY THAT WH AN EH TURN ON, DISCONNECT TERMINAL 2 - WH AND EH SHALL BE ON, RESTORE WIRE ON TERMINAL 2, Z N PHOTOEYE PROTECTIVE CAP TIGHTEN PROTECTIVE CAP SCREW GALVANIZED REDUCING BUSHING (J" FEMALE X }" MALE) BELDEN CABLE CONNECTION POLARITY IS CRITICAL (RED +; BLACK -) WATERTIGHT JUNCTION BOX 1/2" CONDUIT ROOF COMBINATION LIGHT TEMPERATURE SENSOR INSTALLATION DETAIL (FOR SIEMENS ONLY) NOT TO SCALE NOTES: 1. ELECTRICAL CONTRACTOR MUST INSTALL COMBINATION LIGHT TEMPERATURE SENSOR AS SHOWN ON THE DETAIL. 2. NOT USED. 3. COMBINATION LIGHT TEMPERATURE SENSOR EYE MUST BE INSTALLED ON THE ROOF FACING NORTH. 4. COMBINATION LIGHT TEMPERATURE EYE MUST NOT FACE ARTIFICIAL LIGHT SOURCES (SUCH AS STREET LIGHTS, ETC.). 5. COMBINATION LIGHT TEMPERATURE SENSOR IS MOISTURE SENSITIVE. CONNECTIONS MUST BE TIGHTENED PROPERLY. THE WHOLE ASSEMBLY MUST BE WATER TIGHT. 6. CONDUIT WITH COMBINATION LIGHT TEMPERATURE SENSOR WIRING SHALL PENETRATE ROOF VIA SATELLITE ANTENNA PORTAL. PROPER CONDUIT SUPPORT IS EXTREMELY IMPORTANT, 7, COMBINATION LIGHT TEMPERATURE SENSOR WIRING MUST NOT SHARE THE SAME CONDUIT WITH POWER WIRING. 2 I JLOCAL SWITCH OR MOTION SENSOR ►—� �- �}---- o�``o- ---� -- TO LIGHTING FIXTURES L�' H .- TO EMERGENCY UNIT ------------ - - ---I BATTERIES MICROLITE /SIEMENS EMERGENCY UNIT BATTERIES WIRING DETAIL TYPE TOTAL NEW GENERAL SALES 0 FOOD MART (PANEL LP -1 , CIRCUITS 2. 6) PANEL "LP -1 " TERMINALS IN MICROUTE J RELAY OR CIRCUIT BREAKER LOAD SWITCH 1C N OTES: 1. FOR TERMINAL BLOCK T81 EXTERNAL WIRING REFER TO DETAIL 1 (THIS DRAWING), 2, WIRING BETWEEN SECURITY INTERFACE MODULE 4204 (IN PANEL "LP -SP ") AND SECURITY CONTROL PANEL SHALL BE FURNISHED BY WALGREENS DTR, 3. CAT,5E CABLE SHALL BE FURNISHED AND INSTALLED' BY WALGREENS CAT.5E INSTALLER. FINAL CONNECTION TO CONCENTRATOR IN PHARMACY AND RJ45 CONNECTOR INSIDE PANEL "LP -SP" SHALL BE FURNISHED BY DTR, 4. SUB -NET CABLE SHALL BE FURNISHED WITH PANEL "LP -SP" ELECTRICAL CONTRACTOR SHALL INSTALL SUB -NET CABLE IN CONDUIT AND TERMINATE IT AT SUB -NET CONNECTORS IN PANELS "LP -SP" AND "LP -1," AS SHOWN ON THIS DRAWING, 5. PANELS "LP -SP" AND "LP -1" SHALL BE INSTALLED ADJACENT TO EACH OTHER. 6. REFER TO PHOTOCELL INSTALLATION DETAIL 3, THIS SHEET, 7. IMPORTANT: B. DO NOT RUN LOW VOLTAGE WIRING IN THE SAME CONDUIT WITH POWER WIRIMG, 9. SLAVE ADDRESS SELECTOR, FACTORY PRESENT TO ADDRESS 1, 10. NOT USED, 11. SQUARE "0" PANEL DIMENSIONS: PANEL "LP -SP ": 68 "H X 20"W X 5,75 "D PANEL "LP -1 ": 50 "H X 20"W X 5,75 "D 12. THREE OUTPUT CHANNELS CONTROLS SHALL BE TSI (TEMPERATURE SYSTEM INTERNATIONAL) PART #t11466, IT INCLUDES CONTROLLER AND PT100 RTD ELEMENT 3 -WIRE, 3/16" OD X 3" PROBE 316SS WITH 15 FEET TEFLON INSULATED SHIELDED LEADWIRES, FOR RTD PROBE LOCATION, REFER TO DRAWING E4.3, DETAIL 9. FOR ADDITIONAL CONTROLLER INFORMATION REFER TO DETAIL 1, DRAWING E2,1B TSI CONTROLS (INCLUDES CONTROLLER, RTD ELEMENT WITH SHIELDED LEADWIRES) SHALL BE PURCHASED BY SO. "D" CONTROLLER MUST BE FACTORY INSTALLED AND PRE - WIRED TO POWERUNK INPUT TERMINALS, APPLY ONLY TO STORES WITH WALL HEATERS 13. APPLIES TO STORES WITH WALL HEATERS ONLY. REFER TO DETAIL 6 DRAWING E2,1 B (WALL HEATER INTERLOCK). 14. RUN RTD WIRE LEADS (FURNISHED WITH RTD) IN DEDICATED %" CONDUIT. AVOID PARALLEL RUN WITH POWER WIRING, SPLICES NOT ALLOWED. APPLY TO STORES WITH WALL HEATERS ONLY, 15, LOW VOLTAGE RELAY R1 WITH (2)- CONTACTS (RATED FOR 5 AMPS INDUCTIVE LOAD). FOR CONTACT 'WIRING REFER TO DETAIL 7, DRAWING E2,18, FOR PROGRAMMING, REFER TO GROUP 4A, DRAWING E2.1A. APPLY TO STORES WITH ENTRANCE HEATER ONLY, W"09A"w FACILITIES PLANNING, DESIGN, &ENGINEERING 106 WIIMOT ROAD DEERFIELD, IL 60015 -5105 SQUARE FOOT AREA SUMMARY DEPARTMENT PROJECT DATA STOCK SERVICE TYPE TOTAL NEW GENERAL SALES 0 FOOD MART 1772 NEW LOCATION PHARMACY 0 SECURITY ❑ NEW LOCATION EXIST'G BLDG ❑ 1 HOUR PHOTO 0 24 HOUR STORE ❑ REMODEL ❑ I LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXISTG TOTAL NEW GEN SALES NEW 9432 1772 1354 12,558 EXIST'G 0 0 0 0 FOOD MART NEW 900 900 EXIST'G 0 0 RX NEW 723 723 EXIST'G 0 0 RX WAIT'G NEW 204 204 EXIST'G 0 0 1 HOUR PHOTO NEW 435 435 EXIST'G 0 0 LIQUOR NEW EXIST'G 0 0 0 0 BSMT NEW EXIST'G 0 0 0 2ND FLOOR NEW EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXSTG 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SOFT, RX SHELVING LINEAL FEET: 92 LN.FT. N0. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. S�fl� �y 4 G ST_ 08533 - STORE NUMBER 09974 1 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE TESTING, MISCELLANEOUS ELECTRICAL DETAILS & SQ. "D" WIRING DIAGRAM CADD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: BNA VOID PLOT 05142A DATE: 05 -03-05 E201 C SUPERSEDES PLAN DATED: REVIEWED BY: RLW 4PER AINAL SHOWN FAN STATUS TYPE GENERAL SALES 0 HAWKEY H708 NEW LOCATION PHARMACY 0 CURRENT SWITCH NEW LOCATION ❑ EXIST'G BLDG 1 HOUR PHOTO 0 24 HOUR STORE ❑ SMOKE LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DETECTOR FIELD WIRING STOCK SERVICE N.O. ALARM WITH CARRIER GEN SALES NEW CONTACTS PROVIDED 1354 CABLE EXIST'G 0 0 0 0 FOOD MART NEW L_ NOTE. CURRENT SWITCH SHOULD BE FIELD CALIBRATED TO REFLECT BELT BREAKAGE AND MOTOR FAILURE I MOISTUREMISER UNIT I I HUMIMSTAT LOCATED I I LPS I I ON SALES FLOOR I FU I I I r7 I 4� III II I I II I II MOISTUREMISER UNITS ONLY RTU -6 FIELD WIRING WITH CARRIER PROVIDED CABLE CONNECTION BOARD T82 ON RTU ST PT 3 WS ' 1 CONNECTION BOARD T83 ON RTU 7r RIM 6 (��I CCN - CO 7 1 1 $ I r 1l LL ..� (RED) I L_ I L- `. -i-s ( LI =- -- r.-- H) �RS485� ice FIELD WIRING WITH CARRIER PROVIDED CABLE COMMUNICATION BUS FROM COMM PANEL/TEUNK TO i ST RTU COMMUNICATION BUS TO NEXT RTU (AS REQUIRED) HVAC CONTROL DIAGRAM (EACH UNIT) NOTE: ABOVE WIRING DIAGRAM ARRANGEMENT IS APPLICABLE FOR PROJECTS WITH OR WITHOUT ECONOMIZER. HUMIDISTAT ONLY USED ON ENERGY RECYCLER AND MOISTUREMISER UNITS. RTU -5 RTU -3 w "w9A"00 04 " FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WI LMOT ROAD DEERFIELD, IL 60015 -5105 RTU-2 - ",, SPACE SENSOR SPACE SPACE SENSOR W /SET PT ADJ. SENSOR W /SET PT ADJ SHIELD WIRE NOTE: SHIELD WIRES MUST BE CONNECTED TOGETHER AT ALL RTU CONTROLLERS THEN CHASSIS GROUNDED IN THE EMS PANEL. SPACE SENSOR W /SET PT ADJ SPACE SPACE SENSOR SENSOR W /SET PT ADJ HUMIDISTAT ENERGY RECYCLER SPACE SENSOR ENERGY RECYCLER HUMIDISTAT LOCATED ON CONNECTION BOARD SALES FLOOR (FOR ENERGY m I I RECYCLER ) I I mDC I I I I �w2 I I I WI I �W2 I I I wi I HM I _ °'HM L - ENERGY RECYCLER UNITS ONLY HUMIDISTAT MOISTUREMISER [OPTION) SPACE SENSOR W /SET PT ADJ SPACE SENSOR SPACE HUMIDITY SENSOR OUTDOOR NR TEMPERATURE 3 E N w d in N C7 o i N � . d 00 i z N � N o O N �,! Co L;� SENSOR TO RX WALK - IN FREEZER COMMUNICATION CAT.5E CABLE, NOTE 3, TEMPERATURE SENSOR CABINET J -BOX WITH RJ45 WALK -IN COOLER CONNECTOR (NOTE 3) TEMPPRRATURE SENSOR PATCH CABLE BY DTR OPEN CASE TEMPERATURE (NOTE 3) . — SENSOR TO PANEL "LP -CR ", CKT, /23 (120VAC POWER) NHS I. 3 #18 AWG SHIELDED STRANDED PLENUM RATED CABLE SHALL BE UTILIZED FOR ALL (EXCEPT CAT.5E COMMUNICATION, PER NOTE 3 SHOWN BELOW) CONTROL /COMMUNICATION WIRING. CABLE SHALL BE FURNISHED BY CARRIER, ELECTRICAL CONTRACTOR SHALL FURNISH CONDUIT, WIRING, AND TAGS ON EACH CONDUCTOR, FINAL TERMINATION SHALL BE FURNISHED BY CARRIER, 2. EMS PANEL (24" X 24' X 10'), FURNISHED BY CARRIER. EMS PANEL SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR IN ELECTRICAL ROOM NEAR PANEL "LP -CR." TOP OF PANEL SHALL BE AT 5' -0" A,F,F. 3. CAT,SE CABLE SHALL BE FURNISHED AND INSTALLED BY WALGREENS CAT.5E INSTALLER, CAT.5E INSTALLER SHALL TERMINATE CAT.5E CABLE IN JUNCTION BOX INSTALLED NEAR EMS PANEL. PATCH CABLES TO EMS PANEL AND PHARMACY HUB SHALL BE FURNISHED AND INSTALLED BY DTR. RTU- -1 L 11 1 4 - :51 HUMIDISTAT MOISTUREMISER (STANDARD) SPACE SENSOR W /SET PT ADJ RS485 COMMUNICATION BUS EMS PANEL � — NOTE 2 EMS WIRING BLOCK DIAGRAM PROJECT DATA TYPE GENERAL SALES 0 FOOD MART NEW LOCATION PHARMACY 0 SECURITY ❑ NEW LOCATION ❑ EXIST'G BLDG 1 HOUR PHOTO 0 24 HOUR STORE ❑ REMODEL ❑ LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXIST TOTAL NEW GEN SALES NEW 9432 1772 1354 12,558 EXIST'G 0 0 0 0 FOOD MART NEW 900 900 EXIST'G 0 0 RX NEW 723 723 EXIST'G 0 0 RX WAIT'G NEW 204 204 EXIST'G 0 0 1 HOUR PHOTO NEW 435 435 EXIST'G 0 0 LIQUOR NEW EXIST'G 0 0 0 0 BSMT NEW EXIST'G 0 0 0 2ND I FLOOR NEW EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXST'G 1 0 0 ol 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT, RX SHELVING LINEAL FEET: 92 LN.FT. N0. I DATE IBY DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 09974 1 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE EMS WIRING BLOCK DIAGRAM CADD PLOT: SCALE AS SHOWN D DRAWING NO. DRAWN BY: BNA VOID PLOT 05142A E2mlD DATE: 05 -03-05 E FACTORY WIRED FACTORY WIRED SPACE SENSOR LOCATED ON SALES FLOOR (NOT USED ON PHARMACY UNIT) SPACE SENSORS W /SET PT ADJ LOCATED IN MANAGERS OFFICE (EXCEPT PHARMACY UNIT) rn wl z L L rn 0 z M w 0 z rn w 0 z r 0 V) C Li 0 z PANEL LP- 1 *SEE NOTE 8 SPACES 42 MOUNTING SURFACE LOCATION ELEC. ROOM MAIN LUG ONLY 225A MAIN BREAKER VOLTAGE 120/208V. 30. 4W MAIN BUS RAT, 225A FEED BOTTOM I CKT NO. DESCRIPTION LOADS LOADS BKR SIZE BKR SIZE POLE A A B C BKR SIZE POLE DESCRIPTION LOADS Asa DESCRIPTION CKT NO. A0 B0 Co AO B0 CO 1 PHARMACY LIGHTING 630 2.02• 7, WALK -IN COOLER /FREEZER WIRING: 1) LP1, CKT 16 -FEEDS 20 1 20 1 592 FLUORESCENT LIGHTING FIXTURES ONLY (CONTROLLED BY 50OW 1 TOILET, EMPLOYEE ROOM, & PASSAGE 1 LIGHTING 2 20 1 MICROLITE OR SIEMENS OR SQ. "D" PANEL LP1). DO NOT 3 PHARMACY LIGHTING 4 945 5 20 1 20 1 1 567 1 GENERAL STOCK LIGHTING 4 10 6 8 10 12 5 SPARE PROVISION WOULD ALLOW STORE PERSONNEL TO CONTROL LIGHTS 60OW 1350 20 1 20 1 1000W Rx "VERIFICATION TERMINALS 788 ELECTRIC ROOM, OFFICE, TRAINING ROOM 6 (2) 1 -HR PHOTO CASH REGISTERS 604W 5, 7 EMERGENCY LIGHTING 175 1 50OW 20 1 20 1 11 (2) COSMETICS CASH REGISTERS 1000 SPARE 8 1 20 1 9 SPARE Rx COMMUNICATIONS CABINET 12 _ 14 16 18 20 1 20 1 1 1128 20 N IGHT LIGHTS 10 20 Rx COMMUNICATIONS CABINET 14 11 GENERAL SALE LIGHTING COVERT CCTV SYSTEM TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. 1031 20 1 fl20 1 50OW 1210 GE NERAL SALES LIGHTING 12 17 BURGLAR/TELEPHONE /SOUND SYSTEM /UPS COMM MODULE 80OW 13 13 GENERAL SALE LIGHTING 1210 1 - 20 1 1 1 968 TIME /ATTENDANCE (ELECTRONIC TIME CLOCK) & I -HR PHOTO TERMINAL "R1" WALL PACK FIXTURES GENERAL SALES LIGHTING 14 1 20 15 15 'H' FIXTURE LIGHTING (SOUTH & WEST WALL TECH EQUIPMENT CABINET 804 - 20 1 20 1 136 1200 ENTRANCE CANOPY (FIXTURE 'H -1') WALK -IN COOLER /FREEZER LIGHTS (FLUOR.) 16 SAT ANTENNA - DIGITAL INTERFACE UNIT (DIU /0) 22 17 PHOTO LIGHTING ENERGY MANAGEMENT SYSTEM (EMS) 600 756 20 1 20 1 20 1840 1305 'H' FIXTURE COSMETIC LIGHTS & 3 RECEPTACLES 18 25 AUTOMATED TELLER MACHINE (ATM) 20OW 19 19 GENERAL SALES & PATIENT SEATING LIGHTING 1677 1 20 20 1 20 1 442 20 1 'H' FIXTURES LIGHTING (NORTH WALL) 20 1 21 AWNING /CANOPY LIGHTING 21 21 GENERAL SALE LIGHTING 20 1089 30 2 20 1 20 1 1 605 1 GENERAL SALES LIGHTING 22 23 AWNING /CANOPY LIGHTING 31 23 GENERAL SALE LIGHTING 1 20 1210 20 1 20 1 SPARE 32 1094 GENERAL SALES LIGHTING 24 1050 - 20 25 GENERAL SALE LIGHTING 1210 1000W SPACE 20 1 20 1 605 27 GENERAL SALES LIGHTING 26 1050 WALL HEATER - TRAINING ROOM 20 1 27 GENERAL SALE LIGHTING 37 968 20 1 20 1 29 968 WALL HEATER - TOILET GENERAL SALES LIGHTING 28 20 40 30 2 1000 29 GENERAL SALE LIGHTING SITE LIGHTING 30 1210 20 1 SPACE 31 GONDOLA RECEPTACLES 1400 20 1 20 1 1578 GENERAL SALES LIGHTING 30 31 ATM /HALLMARK /1 HR PHOTO(WIN) 1400 42 20 1 20 1 1636 20 GENERAL SALES LIGHTING 32 1 1 460 1 33 MORTAR & PESTLE (NEON GRAPHIC) SPARE 1200 20 1 20 1 1 1050 20 SPARE 34 1 1 20 460 35 SPARE 20 1 20 1 20 SPARE 36 20 SPARE 37 SPARE 20 1 20 1 20 1 SPARE 38 SPARE 40 39 SPARE 41 LIGHTING CONTROLS 20 1 20 1 1 500 1 WALL HEATERS INTERLOCK 40 LIGHTING CONTROLS 42 20 f_ ll _ 1 41 SPARE TOTAL 5554 20 1 20 1 TOTAL 9822 1 500 LIGHTING CONTROLS 42 6800 i 5500 I TOTAL TOTALl 6302 1 5006 1 4207 TOTAL 4243 4468 5975 PANEL LP-SP COORDINATE EXTERIOR SIGN LOCATIONS, SHOWN ON *SEE NOTE 8 DRAWING A2.1 WITH CIRCUITING SHOWN ON DRAWING E1.1. SPACES 42 MOUNTING SURFACE LOCATION ELEC. ROOM MAIN LUG ONLY 225A MAIN BREAKER VOLTAGE 120/208V. Sat. 4W MAIN BUS RAT, 225A FEED BOTTOM I CKT NO DESCRIPTION LOADS LOADS BKR SIZE KR POLE A B BKR SIZE POLE KR SIZE POLE DESCRIPTION L OAD S Asa DESCRIPTION CKT N0. AO A0 1 co AO B0 Co 1 PYLON SIGN - PRIMARY PANEL 1404 2.02• 7, WALK -IN COOLER /FREEZER WIRING: 1) LP1, CKT 16 -FEEDS 20 1 20 1 1167 FLUORESCENT LIGHTING FIXTURES ONLY (CONTROLLED BY 50OW 'WALGREENS' SIGNS (EXTERIOR ELEV 1 & 4) 2 20 1 MICROLITE OR SIEMENS OR SQ. "D" PANEL LP1). DO NOT 3 PYLON SIGN - LED READER BOARD 4 1350 5 20 1 20 1 1 20 1 SPARE 4 Rx "DROP - OFF" TERMINALS 6 8 10 12 5 PYLON SIGN - LED READER BOARD PROVISION WOULD ALLOW STORE PERSONNEL TO CONTROL LIGHTS 60OW 1350 20 1 20 1 1 1000W Rx "VERIFICATION TERMINALS 8 SPARE 6 (2) 1 -HR PHOTO CASH REGISTERS 604W 5, 7 DRIVE -THRU CANOPY - LIGHTING 1125 1 50OW 20 1 20 1 11 (2) COSMETICS CASH REGISTERS 1000 SPARE 8 1 20 1 9 SPACE Rx COMMUNICATIONS CABINET 12 _ 14 16 18 - - 20 1 1 1331 20 'WALGREENS' SIGNS (EXTERIOR ELEV 2 & 3 ) 10 20 Rx COMMUNICATIONS CABINET 14 11 SPACE COVERT CCTV SYSTEM TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. 50OW - - 20 1 50OW TRAINING TERMINAL SPARE 12 17 BURGLAR/TELEPHONE /SOUND SYSTEM /UPS COMM MODULE 80OW 13 SPACE 1 20 1 - - 20 1 375 19 TIME /ATTENDANCE (ELECTRONIC TIME CLOCK) & I -HR PHOTO TERMINAL "R1" WALL PACK FIXTURES 14 20 1 20 15 SPACE 500W TECH EQUIPMENT CABINET 20 - - 20 1 20 136 1 ENTRANCE CANOPY (FIXTURE 'H -1') 16 40OW SAT ANTENNA - DIGITAL INTERFACE UNIT (DIU /0) 22 17 SPACE ENERGY MANAGEMENT SYSTEM (EMS) 600 28W - - 30 2 1 20 1840 SITE LIGHTING 18 25 AUTOMATED TELLER MACHINE (ATM) 20OW 19 AWNING /CANOPY LIGHTING 575 20 1 20 1 1840 26 60OW SITE LIGHTING 20 1 30OW 20 1 21 AWNING /CANOPY LIGHTING 21 415 SPARE 20 1 30 2 SPARE 20 20 SPARE 1 20 1 DRIVE THRU AUDIO SYSTEM 28 23 AWNING /CANOPY LIGHTING 31 535 20 1 20 1 20 SPARE 1200 SPARE 32 24 25 GONDOLA RECEPTACLES 1050 - 20 1 30 2 4600 1000W SPACE SITE LIGHTING r28 35 SPARE 26 27 GONDOLA RECEPTACLES - 1050 WALL HEATER - TRAINING ROOM 20 1 36 4600 37 SITE LIGHTING 2400 - - - 29 GONDOLA RECEPTACLES WALL HEATER - TOILET SPACE 1000 20 1 30 2 1000 20 1840 1 SITE LIGHTING 30 - - 30 SPACE 31 GONDOLA RECEPTACLES 1400 SPARE 2000W 20 1 1840 - - T SITE LIGHTING 32 SPACE 42 RECEPTACLES 33 GONDOLA RECEPTACLES 3228 1400 20 1 20 1 1 460 1 FACADE ACCENT FIXTURES 34 SPARE 1000 RECEPTACLES 35 GONDOLA RECEPTACLES 20 1 1050 20 1 20 1 1 20 460 FACADE ACCENT FIXTURES 36 SPARE 37 SPARE 20 1 30 2 20 SPARE 38 1 39 SPARE 20 1 SPARE SPARE 40 20 1 41 LIGHTING CONTROLS SPARE 40 500 1 20 1 20 1 1 SPARE 500 LIGHTING CONTROLS 42 20 f_ ll _ 1 20 1 TOTAL 5554 4215 4435 1 TOTAL 9822 1 6527 f 4640 600 i 6800 i 5500 I TOTAL 6720 1 6920 1 6640 NOTE 15 L NOTE 9 NOTE 15 L L 0 0 z rn w 0 z NOTE 14 L NOTE 11 4:$(D o re wa oz z a� w 0 z J z PANEL LP -CR SPACES 42 I MOUNTING SURFACE LOCATION ELEC. ROOM MAIN LUG ONLY 225A MAIN BREAKER VOLTAGE I MAIN BUS RAT, 225A FEED TOP I CKT N0, DESCRIPTION LOADS MAIN BKR SIZE POLE BO A B BKR SIZE POLE LOADS ELEC. ROOM DESCRIPTION CKT. N0, Asa Bat AO Bat 1 OFFICE SYSTEM EQUIPMENT 1000W B0 20 1 20 1 2.02• 7, WALK -IN COOLER /FREEZER WIRING: 1) LP1, CKT 16 -FEEDS SPARE 2 20 3 OFFICE SYSTEM EQUIPMENT FLUORESCENT LIGHTING FIXTURES ONLY (CONTROLLED BY 50OW 20 1 20 1 MICROLITE OR SIEMENS OR SQ. "D" PANEL LP1). DO NOT 1801W SPARE 4 20OW 5 (3) FRONT CASH REGISTERS 90OW 3338W 20 1 20 1 1000W 4 Rx "DROP - OFF" TERMINALS 6 8 10 12 7 (2) RX FRONT CASH REGISTERS PROVISION WOULD ALLOW STORE PERSONNEL TO CONTROL LIGHTS 60OW 20 1 20 1 1 1000W Rx "VERIFICATION TERMINALS 8 RECEPTACLES 9 (2) 1 -HR PHOTO CASH REGISTERS 604W 5, 20 1 20 1 50OW 20 Rx "CONSULTATION TERMINALS 10 1 11 (2) COSMETICS CASH REGISTERS 1000 60OW 20 1 20 1 828W 500W Rx COMMUNICATIONS CABINET 12 _ 14 16 18 13 FUTURE AUTOMATED PRESCRIPTION SYSTEM 50OW 1 20 1 20 1 50OW 20 Rx COMMUNICATIONS CABINET 14 828W 15 COVERT CCTV SYSTEM TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. 50OW 20 1 20 1 50OW TRAINING TERMINAL 16 12 17 BURGLAR/TELEPHONE /SOUND SYSTEM /UPS COMM MODULE 80OW 13 20 1 20 1 70OW 1 Rx CAMERA & CCTV MONITOR 18 1 19 TIME /ATTENDANCE (ELECTRONIC TIME CLOCK) & I -HR PHOTO TERMINAL 1000 70OW 20 1 20 1 PLUGMOLD 500W TECH EQUIPMENT CABINET 20 RECEPTACLE, WATER COOLER 21 FIRE ALARM SYSTEM 20OW 20 20 1 20 1 40OW SAT ANTENNA - DIGITAL INTERFACE UNIT (DIU /0) 22 AUTOMATIC SLIDING DOOR 23 ENERGY MANAGEMENT SYSTEM (EMS) 600 28W 20 1 20 1 20 30W LIGHTING CONTROLS 24 25 AUTOMATED TELLER MACHINE (ATM) 20OW 24 20 1 20 1 500W SECTION "B" FEEDER CIRCUIT BREAKER Rx "DRIVE THRU" TERMINAL 26 60OW 27 Rx DRIVE-THRU CASH REGISTER 1 30OW 20 1 20 1 21 BLOWER UNIT SPARE 28 27 29 SPARE 20 20 20 1 20 1 DRIVE THRU AUDIO SYSTEM 28 SPARE 30 31 SPARE 20 1 20 1 1200 SPARE 32 24 33 SPARE - - - - WALL HEATER EMPLOYEE ROOM 1000W SPACE 34 20 2 35 SPARE 26 - - - - WALL HEATER - TRAINING ROOM 32 34 SPACE 36 t 000W 37 SPARE 1000W 2400 - - - - 35 WALL HEATER - TOILET SPACE 38 1000W 39 SPARE 1000 20 - - - - - 30 SPACE 40 1000W 41 SPARE 2000W 1200 - - - - 20 39 SPACE 42 RECEPTACLES TOTALI 4200 1 3228 1 33 TOTALI 3600 2530 20 1 20 41 SPARE PANEL LP-2 (VERSION 2) - SPLIT BUS PANEL - APPLIES TO STORES WITH WALL HEATERS ONLY (SEE NOTE 14). SPACES I MOUNTING I LOCATION MAIN LUG MAIN VOLTAGE MAIN BUS BO FEED I 1 42 3543W SURFACE ELEC. ROOM ONLY 225A BREAKER 120/2DSV. 30. 4W RAT_ 775A CKT N0, TOP 2 4 6 a z c LL V 2 w� O z ac z c u, L _ CKT N0. I MOUNTING SURFACE LOADS BKR SIZE POLE A B C BKR SIZE POLE LOADS DESCRIPTION CKT NO. AO 80 Co AO BO C0 1 AIR CURTAIN 3543W BKR SIZE POLE 40 3 30 3 1801W DESCRIPTION CKT N0, TRASH COMPACTOR 2 4 6 Co AO B0 Co 3 RECEPTACLES 3543W 2.02• 7, WALK -IN COOLER /FREEZER WIRING: 1) LP1, CKT 16 -FEEDS 1801 W - 20 1 800 FLUORESCENT LIGHTING FIXTURES ONLY (CONTROLLED BY 5 RECEPTACLES 2 3543W PROVIDE -ON" HARDWARE FOR ALL CRITICAL LOADS, MICROLITE OR SIEMENS OR SQ. "D" PANEL LP1). DO NOT 1801W ELECTRONIC ARTICLE SURVEILLANCE (EAS) MUST BE FAXED BY ELECTRICAL CONTRACTOR TO WALGREENS 20OW COOLER /FREEZER, WATER COOLER, REFRIGERATORS, ECT. 7 AIR CURTAIN 3338W 1 3. 35 3 30 3 1801W 4 23. APPLIES ONLY TO STORES WITH MICROLITE OR SIEMENS LIGHTING CARDBOARD COMPACTOR 8 10 12 5 PHARMACY BIOLOGICAL REFRIGERATOR PROVISION WOULD ALLOW STORE PERSONNEL TO CONTROL LIGHTS CONTROL SYSTEM AND UPS (UNINTERRUPTIBLE POWER SYSTEM), 9 20 3338W 20 1 1801 W 4. 1000 RECEPTACLES 6 19. APPLIES ONLY TO STORES WITH OUTSIDE TEMPERATURE (PER 11 5, 7 3338W 1000 SECTION 1 B) 34F AND BELOW, _ 1801W 20 1 20 1 13 RECEPTACLE 1000 ALADDIN KIOSK 8 20 1 20 3 828W PLUGMOLD EXIST'G ENTRANCE HEATER _ 14 16 18 20 1 20 1 15 REFRIGERATOR 1354 500 10 20 1 0 828W PLUGMOLD TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. 1000 20 17 RECEPTACLES 1 1400 20 1 12 828W 13 PLUGMOLD 1000 19 RECEPTACLES, IRRIGATION CONTROLLER 1000 1 20 20 1 20 1 1000 14 PLUGMOLD 20 15 PLUGMOLD 1000 21 RECEPTACLE, WATER COOLER 1 800 1 20 1 20 1 16 180 MOTORIZED SHUTTER 22 AUTOMATIC SLIDING DOOR 600 23 PLUGMOLD 20 1 1000 20 1 20 1 1200 CONVEYOR 24 MOTORIZED ROLL -DOWN GRILLE 1200 25 SECTION "B" FEEDER CIRCUIT BREAKER 20 1 60OW 6 0 3 20 1 1200 DRIVE THRU AUDIO SYSTEM 26 21 BLOWER UNIT 2400 27 30 1 20 20 1 400W 1200 RECEPTACLES (SHELVING) DRIVE THRU AUDIO SYSTEM 28 23 29 2400 30 1 30 2 1200 EASY AIRE POWER SUPPLY 30 24 NOTE: PROVIDE 60A. 3P, PANEL MOUNTED CONTACTOR C 1000 31 WALL HEATER EMPLOYEE ROOM 1000W 1 2400 20 2 - 26 20 2 1000W 27 WALL HEATER - TRAINING ROOM 32 34 33 t 000W 1 30 2 1000W 2400 FUJI PAPER PROCESSOR 28 35 WALL HEATER - TOILET 29 1000W 20 2 20 2 1000 20 2000W WALL HEATER - PASSAGE #1 36 38 2400 - 30 37 1000W 31 2000W 1200 20 1 20 39 SPARE RECEPTACLES 20 1 20 1 33 RECEPTACLES SPARE 40 20 1 20 41 SPARE 1000 RECEPTACLES 720 1 20 1 35 SPARE SPARE 42 20 1 20 I TOTAL I 10 1 9181 110,281 I 1 I TOTAL 9630 1 6810 1 8830 1 I PANEL LP -3 SPACES 42 I MOUNTING SURFACE LOCATION ELEC. ROOM MAIN LUG ONLY 225A MAIN BREAKER VOLTAGE 120/208V. 30. 4W MAIN BUS RAT. 225A FEED TOP 9. DENOTES CIRCUITS REMOTELY CONTROLLED BY SIEMENS INSTABUS CKT NO. I DESCRIPTION OTHER ❑'i LOADS ELECTRICAL CONTRACTOR ON EACH PANELBOARD ENCLOSURE: "AREA BKR SIZE POLE SECTION 1 B) ABOVE 34F, A B C BKR SIZE POLE LOADS FREE HANDLES, FOR SHORT CIRCUIT RATING REFER TO DESCRIPTION CKT N0, AO Bat Co AO B0 Co 1 RECEPTACLES 1200 2.02• 7, WALK -IN COOLER /FREEZER WIRING: 1) LP1, CKT 16 -FEEDS 20 1 20 1 800 FLUORESCENT LIGHTING FIXTURES ONLY (CONTROLLED BY 11, FACTORY PREWIRED, RECEPTACLES 2 2. PROVIDE -ON" HARDWARE FOR ALL CRITICAL LOADS, MICROLITE OR SIEMENS OR SQ. "D" PANEL LP1). DO NOT 3 ELECTRONIC ARTICLE SURVEILLANCE (EAS) MUST BE FAXED BY ELECTRICAL CONTRACTOR TO WALGREENS 20OW COOLER /FREEZER, WATER COOLER, REFRIGERATORS, ECT. 20 1 20 1 3. 1000 CIRCUIT. 2) LP3, CKT 10 -FEEDS FREEZER PRODUCT DOOR HEATER (ANTHONY) AND INCANDESCENT FIXTURE(5) AND SAFE RECEPTACLES 4 23. APPLIES ONLY TO STORES WITH MICROLITE OR SIEMENS LIGHTING 0 ALL PANELS SHALL HAVE 42 CIRCUIT BREAKERS UNLESS NOTED OTHERWISE, 5 PHARMACY BIOLOGICAL REFRIGERATOR PROVISION WOULD ALLOW STORE PERSONNEL TO CONTROL LIGHTS CONTROL SYSTEM AND UPS (UNINTERRUPTIBLE POWER SYSTEM), 50OW 20 1 20 1 REFER TO DRAWING E2.2 FOR ADDITIONAL INFORMATION. 4. 1000 RECEPTACLES 6 19. APPLIES ONLY TO STORES WITH OUTSIDE TEMPERATURE (PER 24. APPLIES ONLY TO STORES WITH CARRIER HVAC ROOF - TOP 5, 7 PLUGMOLD 1000 SECTION 1 B) 34F AND BELOW, UNITS, REFER TO DRAWING E2.1 D FOR ADDITIONAL INFORMATION. 20 1 20 1 1200 0 ALADDIN KIOSK 8 9 PLUGMOLD EXIST'G 1000 0 20 1 20 1 11,694 140OW 1354 WALK -IN FREEZER PRODUCT DOOR HEATERS 10 TOTAL EXST'G 0 0 11 PLUGMOLD TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. 1000 20 1 20 1 720W WALK -IN MAN DOOR HEATERS 12 13 PLUGMOLD 1000 20 1 20 1 720W WALK -IN OPEN FRONT FANS (TOP) 14 15 PLUGMOLD 1000 20 1 20 1 720W WALK -IN OPEN FRONT FANS (BOTTOM) 16 17 AUTOMATIC SLIDING DOOR 600 20 1 20 1 120W WALK -IN DRAIN LINE HEATER (FREEZER) 18 19 MOTORIZED ROLL -DOWN GRILLE 1200 20 1 20 1 60OW RECEPTACLES SHELVING 20 21 BLOWER UNIT 2400 30 1 20 1 400W RECEPTACLES (SHELVING) 22 23 BLOWER UNIT 2400 30 1 30 2 2400 FUJI FLIM PROCESSOR 24 25 PLUGMOLD 1000 20 1 2400 - 26 27 PLUGMOLD 1000 20 1 30 2 2400 FUJI PAPER PROCESSOR 28 29 PLUGMOLD 1000 20 1 2400 - 30 31 RECEPTACLES 1200 20 1 20 1 1000 RECEPTACLES 32 33 RECEPTACLES 1200 20 1 20 1 1000 RECEPTACLES 34 35 SPARE 20 1 20 1 SPARE 36 37 SPARE 20 1 20 1 SPARE 38 39 SPARE 20 20 1 SPARE 40 41 SPARE 20 f_ ll _ 1 20 1 SPARE 42 TOTALl 600 i 6800 i 5500 I TOTAL 6720 1 6920 1 6640 L L L L L L L L L L L L c�v L w 0 z L L L L z 0 v w rn Q � 0 0 Z m z 0 U w t` L w L z L L L L L L L L L L L L L L N �0 L z L L L N0. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL E Q , a� o Li Li I � a L N N 00 > Q O N z v o � U O do LI: W" FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WI LMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES NOTES NEW LOCATION PHARMACY 1. ALL PANELBOARDS SHALL BE NEW AND HAVE BOLT -ON CIRCUIT 6. THE FOLLOWING WARNING SIGNS SHALL BE PROVIDED BY THE 9. DENOTES CIRCUITS REMOTELY CONTROLLED BY SIEMENS INSTABUS 15, DENOTES CIRCUITS REMOTELY CONTROLLED BY SIEMENS INSTABUS 20. APPLIES ONLY TO STORES WITH OUTSIDE TEMPERATURE (PER OTHER ❑'i BREAKERS 20A, 1 -POLE (UNLESS NOTED OTHERWISE); HAVE ELECTRICAL CONTRACTOR ON EACH PANELBOARD ENCLOSURE: "AREA RELAY. FOR SEQUENCE OF OPERATION REFER TO DRAWING RELAY. REFER TO DETAIL 4 DRAWING E2.1 C. SECTION 1 B) ABOVE 34F, THERMOMAGNETIC TRIP, QUICK MAKE /QUICK BREAK, AND TRIP IN FRONT OF THIS ELECTRICAL PANEL MUST BE KEPT E2.1A. FREE HANDLES, FOR SHORT CIRCUIT RATING REFER TO CLEAR FOR 36" PER OSHA -NEC REGULATIONS." 0 16. FOR SIGN ELEVATIONS, REFER TO DRAWING E1.7, 21. APPLIES ONLY TO STORES WHEN DESIGN TEMPERATURE IS 19F 0 WALGREENS CO. CRITERIA SPECIFICATIONS SECTIONS 160400, PAR. RX 10, SIEMENS INSTABUS ONLY. 723 AND BELOW. 2.02• 7, WALK -IN COOLER /FREEZER WIRING: 1) LP1, CKT 16 -FEEDS EXIST'G 17. CIRCUIT BREAKER MUST BE FACTORY PRE -WIRED TO CONTACTOR "LOCK FLUORESCENT LIGHTING FIXTURES ONLY (CONTROLLED BY 11, FACTORY PREWIRED, FOR SIEMENS. 22. THE LATEST COPY OF PANELS LP -1 AND LP -SP SCHEDULES 2. PROVIDE -ON" HARDWARE FOR ALL CRITICAL LOADS, MICROLITE OR SIEMENS OR SQ. "D" PANEL LP1). DO NOT 204 EXIST'G MUST BE FAXED BY ELECTRICAL CONTRACTOR TO WALGREENS COOLER /FREEZER, WATER COOLER, REFRIGERATORS, ECT. CONNECT DOOR HEATERS AND (OR) ALARM UNIT TO THIS t2 NOT USED. 18. EACH REMOTELY CONTROLLED RELAY (SYSTEMS SIMILAR TO HELP CENTER AT (847) 948 -6883. 3. NO SPACES ALLOWED IN PANELS UNLESS NOTED OTHERWISE. CIRCUIT. 2) LP3, CKT 10 -FEEDS FREEZER PRODUCT DOOR HEATER (ANTHONY) AND INCANDESCENT FIXTURE(5) AND SAFE 13, NOT USED. MICROLITE AND SIEMENS) MUST BE EQUIPPED WITH MANUAL MECHANICAL OVERRIDE PROVISIONS, MECHANICAL OVERRIDE 23. APPLIES ONLY TO STORES WITH MICROLITE OR SIEMENS LIGHTING 0 ALL PANELS SHALL HAVE 42 CIRCUIT BREAKERS UNLESS NOTED OTHERWISE, LIGHT ONLY, 3) 1P3, CKT 12 -FEEDS COOLER DOOR " " �� " 14, FOR SPLIT BUS PANEL LP -2 (VERSION 2), SECTION B PROVISION WOULD ALLOW STORE PERSONNEL TO CONTROL LIGHTS CONTROL SYSTEM AND UPS (UNINTERRUPTIBLE POWER SYSTEM), NEW (MANDOOR) HEATER AND INCANDESCENT LIGHT FIXTURE(S) AND CONTRACTOR CONTROL CIRCUIT REFER TO DETAIL 6/E2.1 B. MANUALLY WHEN SYSTEM IS NOT FUNCTIONAL. REFER TO DRAWING E2.2 FOR ADDITIONAL INFORMATION. 4. NOT USED. ALARM UNIT ONLY, 0 19. APPLIES ONLY TO STORES WITH OUTSIDE TEMPERATURE (PER 24. APPLIES ONLY TO STORES WITH CARRIER HVAC ROOF - TOP 5, PANEL "LP -CR" SHALL HAVE A NEUTRAL BUS WITH 43 SCREWS $. LIGHTING PANELBOARDS "LP-1" & "LP -SP" MUST BE BOTTOM SECTION 1 B) 34F AND BELOW, UNITS, REFER TO DRAWING E2.1 D FOR ADDITIONAL INFORMATION. (MINIMUM). FED TO ACCOMMODATE LIGHTING CONTROL LOW VOLTAGE RELAY 0 0 0 2ND FLOOR I SECTION. W" FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WI LMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY ❑ NEW LOCATION ❑ EXIST'G BLDG 1 HOUR PHOTO 24 HOUR STORE ❑ REMODEL ❑ LIQUOR ❑ OTHER ❑'i SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXIST TOTAL NEW GEN SALES NEW 9432 1772 1354 12,558 EXIST'G 0 0 0 0 FOOD MART NEW 900 900 EXIST'G 0 0 RX NEW 723 723 EXIST'G 0 0 RX WAIT'G NEW 204 204 EXIST'G 0 0 1 HOUR PHOTO NEW 435 435 EXIST'G 0 0 LIQUOR NEW EXIST'G 0 0 0 0 BSMT NEW EXIST'G 0 0 0 2ND FLOOR I NEW EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXST'G 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT. RX SHELVING LINEAL FEET: 92 LN.FT. I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. 1jNAL 479'QY OF `psi W `�. . STORE NUMBER 09974 1 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE ELECTRICAL PANEL SCHEDULES (120V) CADD PLOT: I SCALE: AS SHOWN I DRAWING NO. VOID PLOT: SUPERSEDES PLAN DATED: DRAWN BY: BNA 05142A DATE 05 -03 -05 REVIEWED BY: RLW E3.1 E� 3 oti w I I a � N O o, N � .d ao o a z�v N � U) U 0 mLI: SELF SERVICE SHELVING LIGHTING DETAIL - LUMINAIRE MOTION SENSOR 'H' CATALOG NUMBER MANUFACTURER TYPE 'H' AND RECEPTACLE DETAIL LIGHTING DETAIL -- LUMINAIRE TYPE COSMETICS AREA EXIT SIGN DETAIL ❑ WIND SPEED LIQUOR ❑ OFFICE MS1 CONOPY FOR 900 9OMPH 120VAC WALL LINE OUTLET FOR COSMETIC AREA SHELF EXIST'G CEILING MOUNT WITH 1772 2300324 MYTECH LIGHTING, SHALL BE PROVIDED BY F28T8 /SP35 /UMX /EGO PENDANT OPTION, WALL CORNICE LUMINAIRE TYPE "H (SINGLE ROW, CONTRACTOR. SEE LIGHTING PLAN FOR ELECTRICAL REQUIREMENTS SSS 30 513 DM28 DDB SBC SSS 30 LINE LENGTHS AS SHOWN ON DRAWING Ell), 2 — HEADS LITHONIA 2300324 MYTECH 120VAC CEILING M YTECH - UTILIZE W/ POWER PACK, 3 —HEADS LITHONIA SSS 30 5G DM39 DDB _ i� (WITH POWER PACK) - - - -- DDB SBC CPS— 1 —6003-30—D390—BZ 2300504 (TIME DELAY SET =16MIN,) WOMENS MS1 435 LUMINAIRE MOUNTED MOUNT ON WITH BATHROOM F28T8 /SP35/UMX /ECO BOTTOM OF 0 CORNICE 120VAC CEILING MYTEC - UTILIZE W/ POWER PACK, d JOISTS OR SIGN MYTECH L 2 32 120 ADDE LITHONIA a co X I T EMPLOYEE SSS 30 5G DM39 DDB OUTLET 6' -10" UP, WATTAGE AS SSS 30 6G DM39 DDB SBC .1c_-E AT POLE ROOM NOTED ON PLAN (DWG.E1.1). 1/1 < 0 42" A.F.F. SEE NOTE 3 LITHONIA LED WALLMOUNT 2300967 2" WIDE LXSW3R 120277ELN N OTE: TRAINING MS2 NOTE: OUTLET BOXES AND RECEPTACLES WITH DIMENSIONS MAY VARY WITH MANUFACTURER. G FURNISHED AND INSTALLED BY , COSMETIC 2300967 MYTECH ROP3 P32 SC CONTRACTOR © ACRYLIC MS4 SBC CHICAGO ONLY 60 DM39 DDB SBC MOUNT ON LUMINAIRE, AS AT 1 1 FACIA LITHONIA 2300312 MYTECH 120VAC NOTED ON DRAWING ELI MYTECH - UTILIZE W/ POWER PACK, FLOOR OUTLET I II ROP1 P32 SC 9/16" LETTER STROKE-- E X IT :�( MINIMUM) 2300504 (TIME DELAY SET =16MIN.) GENERAL DUPLEX RECEPTACLE SBC SSS 30 6G DM49 DDB SBC MOUNT ON LUMINAIRE, AS 4 —HEADS STOCKROOM LITHONIA MOUNTED HORIZONTALLY SURFACE 120VAC NOTED ON DRAWING E1.1 MYTECH - uTIL r7_ W/ POWER PACK. S 1 25 120 ADDE FLOOR 14 a, LUMINAIRE TYPE "H" -SEE LUMINAIRE SCHEDULE FOR 1, EXIT SIGNS SHALL BE PHOSPHORESCENT TYPE CONNECTED TO GEJF17T8 /SPX35 CORNICE/ ADDITIONAL INFORMATION UNSWITCHED FUSED CIRCUITS. NOTES: 1. OCCUPANCY SENSORS IN STOCKROOM /RECEIVING AREA SHALL 3, LOAD REQUIREMENT: 2 300967 IS 0 -80OW BALLAST* 120VAC, BE DIVIDED INTO TWO (2) ZONES: 50/60 HZ. OR 0 -120OW BALLAST 0 230/277 VAC 50/60 HZ- PARABOLIC LOUVER ODS15- ID -WqL IS 1800VA 0 120V/4000VA0277V COMPRISING OF: 2. EMERGENCY LIGHTS TO BE UL LISTED, WITH METAL HEADS. (FLUORESCENT) SCALE: NOT TO SCALE PACK, ZONE 2 - LONG STOCKROOM HALLWAY, COMPRISING OF : 4. ULTRASONIC SENSORS IS MADE FOR OFF- CENTER CEILING MOUNT. MYTECH (2) 2300314 SENSOR & 2300504 POWER 3. CHICAGO EMERGENCY LIGHTING CODE NUMBER AS SHOWN ON PLAN (1) CEILING MOUNT SENSOR REQUIRE IT BE MOUNTED NO CLOSER 1 E4.1 SCALE: NOT TO SCALE THAN 4' TO AIR SUPPLY /RETURN REGISTERS. Ha E4.1 NATIONAL ACCOUNTS 1. LUMINAIRES WALGREENS, IT DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREENS PROJECTS LOCATED IN ARIZONA, ARKANSAS, COLORADO, IDAHO, IOWA, KANSAS, LOUISIANA, MINNESOTA, MISSOURI, MONTANA, NEBRASKA, NEVADA, NEW MEXICO, NORTH DAKOTA, OKLAHOMA, OREGON, SOUTH DAKOTA, UTAH, WASHINGTON, AND WYOMING MUST CALL VILLA LIGHTING FOR LITHONIA LUMINAIRES FOR PRICE QUOTES AND BILL OF MATERIAL CONFIRMATION FOR THEIR SPECIFIC PROJECT AT (800) 325 -0963. II. LAMPS A.WALGREENS, ITS DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREENS PROJECTS MUST CALL BILL LIGHTING (SUE MYERS) AT (800) 325 -0963, B.THE GENERAL CONTRACTORS WILL SELECT AN ELECTRICAL CONTRACTOR TO PURCHASE AND INSTALL THE LAMP PACKAGE. PURCHASE ORDERS TO VILLA LIGHTING WILL BE ISSUED BY THE ELECTRICAL CONTRACTOR FOR ALL STORES. ILL OCCUPANCY SENSORS a WALGREENS, IT DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREENS PROJECTS LOCATED IN ARIZONA, ARKANSAS, COLORADO, IDAHO, IOWA, KANSAS, LOUISIANA, MINNESOTA, MISSOURI, MONTANA, NEBRASKA, NEVADA, NEW MEXICO, NORTH DAKOTA, OKLAHOMA, OREGON, SOUTH DAKOTA, UTAH, WASHINGTON, AND WYOMING MUST CALL VILLA LIGHTING FOR MYTECH OCCUPANCY SENSORS AT (800) 325 - 0963. B,THE GENERAL CONTRACTORS WILL SELECT AN ELECTRICAL CONTRACTOR TO PURCHASE AND INSTALL THE OCCUPANCY SENSORS. PURCHASE ORDERS TO GESCO OR VILLA LIGHTING WILL BE ISSUED BY THE ELECTRICAL CONTRACTOR FOR ALL STORES. LUMINAIRE SCHEDULE OCCUPANCY SENSOR SCHEDULE LOCATION MOTION SENSOR CATALOG NUMBER MANUFACTURER VOLTAGE MOUNTING REMARKS SELECTION OF POLES ON DWG, E0.1, NOTE 11. THE TYPE POLES ARE TYPICAL WITH A 1,3 GUST FACTOR 24 HOUR STORE ❑ WIND SPEED LIQUOR ❑ OFFICE MS1 SQUARE FOOT AREA SUMMARY 900 9OMPH 120VAC MOUNT ON CEILING MYTECH - UTILIZE W/ POWER PACK, EXIST'G 15OMPH 1772 2300324 MYTECH 14,820 F28T8 /SP35 /UMX /EGO 2300504 (TIME DELAY SET- 16MIN.) MENS MS1 1 —HEAD LITHONIA SSS 30 513 DM28 DDB SBC SSS 30 MOUNT ON DDB SBC BATHROOM 2 — HEADS LITHONIA 2300324 MYTECH 120VAC CEILING M YTECH - UTILIZE W/ POWER PACK, 3 —HEADS LITHONIA SSS 30 5G DM39 DDB SBC SSS 30 613 DM39 DDB SBC CPS— 1 —6003-30—D390—BZ 2300504 (TIME DELAY SET =16MIN,) WOMENS MS1 435 LUMINAIRE TO BE MOUNTED 14' - "0 A,F.F, DO NOT MOUNT ON WITH BATHROOM F28T8 /SP35/UMX /ECO BOTTOM OF 0 ATTATCH THE ROOF METAL DECK, ATTACH FROM ROOF 120VAC CEILING MYTEC - UTILIZE W/ POWER PACK, WITH ADVANCE BALLAST JOISTS OR 2300324 MYTECH L 2 32 120 ADDE LITHONIA 2300504 (TIME DELAY SET =16MIN,) EMPLOYEE SSS 30 5G DM39 DDB SBC SSS 30 6G DM39 DDB SBC MOUNT ON WALL AT POLE ROOM MS2 120VAC 0 42" A.F.F. SEE NOTE 3 LITHONIA LED WALLMOUNT 2300967 MYTECH LXSW3R 120277ELN 3 —HEADS TRAINING MS2 MOUNT ON WALL WITH ROOM G 120VAC 0 42" A,F.F. SEE NOTE 3 2300967 MYTECH ROP3 P32 SC "W - 1 " PASSAGEWAY MS4 SBC SSS 30 60 DM39 DDB SBC MOUNT ON LUMINAIRE, AS AT 1 1 LITHONIA 2300312 MYTECH 120VAC NOTED ON DRAWING ELI MYTECH - UTILIZE W/ POWER PACK, S 1 32 120 ADDE I II ROP1 P32 SC 2300504 (TIME DELAY SET =16MIN.) GENERAL MS3 SBC SSS 30 6G DM49 DDB SBC MOUNT ON LUMINAIRE, AS 4 —HEADS STOCKROOM LITHONIA SURFACE 120VAC NOTED ON DRAWING E1.1 MYTECH - uTIL r7_ W/ POWER PACK. S 1 25 120 ADDE 2300314 MYTECH 2300504 & MUt . :,) IN A 3" J -BOX SEE GEJF17T8 /SPX35 CORNICE/ SEE LIGHTING PLAN FOR TOTAL LENGTH REQUIRED NOTE 1 (TIME DELAY SET =30MIN.) NOTES: 1. OCCUPANCY SENSORS IN STOCKROOM /RECEIVING AREA SHALL 3, LOAD REQUIREMENT: 2 300967 IS 0 -80OW BALLAST* 120VAC, BE DIVIDED INTO TWO (2) ZONES: 50/60 HZ. OR 0 -120OW BALLAST 0 230/277 VAC 50/60 HZ- ZONE 1 - RECEIVING AREA AND PARTIAL STOCKROOM, ODS15- ID -WqL IS 1800VA 0 120V/4000VA0277V COMPRISING OF: (FLUORESCENT) MYTEC (2) 2300314 SENSOR & (1) 2300504 POWER PACK, ZONE 2 - LONG STOCKROOM HALLWAY, COMPRISING OF : 4. ULTRASONIC SENSORS IS MADE FOR OFF- CENTER CEILING MOUNT. MYTECH (2) 2300314 SENSOR & 2300504 POWER SEE DRAWING E1.1 FOR AN APPROXIMATE LOCATION. ULTRASONIC (1) CEILING MOUNT SENSOR REQUIRE IT BE MOUNTED NO CLOSER PACK, LITHONIA THAN 4' TO AIR SUPPLY /RETURN REGISTERS. 2. OCCUPANCY SENSORS SHOWN IN DRAWING E1.1 ARE FOR 5. WHEN SPECIFYING THE PLACEMENT OF ULTRASONIC SENSORS, PROTOTYPICAL WALGREENS STORE LAYOUT, CONTACT MYTECH DIRECTION OF THE RECEIVERS SHOULD BE CLEARLY SHOWN. FOR ADDITIONAL TECHNICAL, LAYOUT, WIRING, OR INSTALLATION QUESTIONS. WALL -MOUNT 6. FINAL DETERMINATION OF CIRCUITING, VOLTAGE AND QUANTITY OF EXTERIOR SEE NOTE 8 RANDY DANA POWER PACKS REQUIRED AND SENSITIVITY ADJUSTMENTS ARE THE KENALL MYTECH RESPONSIBILITY OF THE CONSULTING ENGINEER /ELECTRICAL TEL - (815) 744 -6805 CONTRACTOR. FAX - (815) 744 -7046 i�MXR100 /U /MED SURFACE E -MAIL - R DANA ®HUB BELL- AUTOMATIO N..OM UNDER AWNING AND DRIVE -THRU WINDOW NATIONAL ACCOUNTS 1. LUMINAIRES WALGREENS, IT DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREENS PROJECTS LOCATED IN ARIZONA, ARKANSAS, COLORADO, IDAHO, IOWA, KANSAS, LOUISIANA, MINNESOTA, MISSOURI, MONTANA, NEBRASKA, NEVADA, NEW MEXICO, NORTH DAKOTA, OKLAHOMA, OREGON, SOUTH DAKOTA, UTAH, WASHINGTON, AND WYOMING MUST CALL VILLA LIGHTING FOR LITHONIA LUMINAIRES FOR PRICE QUOTES AND BILL OF MATERIAL CONFIRMATION FOR THEIR SPECIFIC PROJECT AT (800) 325 -0963. II. LAMPS A.WALGREENS, ITS DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREENS PROJECTS MUST CALL BILL LIGHTING (SUE MYERS) AT (800) 325 -0963, B.THE GENERAL CONTRACTORS WILL SELECT AN ELECTRICAL CONTRACTOR TO PURCHASE AND INSTALL THE LAMP PACKAGE. PURCHASE ORDERS TO VILLA LIGHTING WILL BE ISSUED BY THE ELECTRICAL CONTRACTOR FOR ALL STORES. ILL OCCUPANCY SENSORS a WALGREENS, IT DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREENS PROJECTS LOCATED IN ARIZONA, ARKANSAS, COLORADO, IDAHO, IOWA, KANSAS, LOUISIANA, MINNESOTA, MISSOURI, MONTANA, NEBRASKA, NEVADA, NEW MEXICO, NORTH DAKOTA, OKLAHOMA, OREGON, SOUTH DAKOTA, UTAH, WASHINGTON, AND WYOMING MUST CALL VILLA LIGHTING FOR MYTECH OCCUPANCY SENSORS AT (800) 325 - 0963. B,THE GENERAL CONTRACTORS WILL SELECT AN ELECTRICAL CONTRACTOR TO PURCHASE AND INSTALL THE OCCUPANCY SENSORS. PURCHASE ORDERS TO GESCO OR VILLA LIGHTING WILL BE ISSUED BY THE ELECTRICAL CONTRACTOR FOR ALL STORES. LUMINAIRE SCHEDULE LUMINAIRE TYPE TYPE POLE SELECTION TABLE MOUNTING VOLTAGE REMARKS CONSULTANT SHALL EVALUATE SITE SPECIFIC CONDITIONS AND APPLICABLE CODES BEFORE MAKING FINAL ❑ SELECTION OF POLES ON DWG, E0.1, NOTE 11. THE FOLLOWING POLES ARE TYPICAL WITH A 1,3 GUST FACTOR 24 HOUR STORE ❑ WIND SPEED LIQUOR ❑ WIND SPEED WIND SPEED SQUARE FOOT AREA SUMMARY 900 9OMPH TRR232 120 1 /4ADDE WCS LITHONIA 120MPH EXIST'G 15OMPH 1772 1354 BELOW 14,820 F28T8 /SP35 /UMX /EGO BELOW 723 BELOW 1 —HEAD LITHONIA SSS 30 513 DM28 DDB SBC SSS 30 6G OM28 DDB SBC CPS— 1 —6003-30—D 1 —BZ 2 — HEADS LITHONIA SSS 30 5G DM28 DDB SBC SSS 30 6G DM28 DDB SBC CPS— 1 —6003-30—D2180—BZ 3 —HEADS LITHONIA SSS 30 5G DM39 DDB SBC SSS 30 613 DM39 DDB SBC CPS— 1 —6003-30—D390—BZ 3 —HEADS 1 HOUR PHOTO NEW 435 LUMINAIRE TO BE MOUNTED 14' - "0 A,F.F, DO NOT 435 WITH 0 F28T8 /SP35/UMX /ECO BOTTOM OF 0 ATTATCH THE ROOF METAL DECK, ATTACH FROM ROOF D NEW WITH ADVANCE BALLAST JOISTS OR SUPPORT. EXIST'G L 2 32 120 ADDE LITHONIA "ONE" W -2 LITHONIA SSS 30 5G DM39 DDB SBC SSS 30 6G DM39 DDB SBC CPS -1- 6003 -30- 0390 -BZ AT POLE TOP LITHONIA LED WALLMOUNT SEE DETAIL 3/E4.1. LXSW3R 120277ELN 3 —HEADS WITH G MTH ADVANCE BALLAST ONE GTS 3 32 A 12 120 113 ADDS LITHONIA ROP3 P32 SC "W - 1 " LITHONIA SSS 30 5G DM39 DDB SBC SSS 30 60 DM39 DDB SBC CPS- 1 -6003-30-0390-BZ AT H LITHONIA WITH ADVANCE BALLAST CORNICE 4 FOOT FIXTURE 9 FEET S 1 32 120 ADDE I II ROP1 P32 SC 4—HEADS LITHONIA SSS 30 5G DM49 DDB SBC SSS 30 6G DM49 DDB SBC CPS— 1 —6003-30-0490—BZ 4 —HEADS LITHONIA SURFACE & ENTRANCE GLASS TOWER - 3 FOOT FIXTURE WIT S 1 25 120 ADDE ONE GEJF17T8 /SPX35 CORNICE/ SEE LIGHTING PLAN FOR TOTAL LENGTH REQUIRED "W -1" LITHONIA SSS 30 513 DM49 DDB SBC SSS 30 6G DM49 DDB SBC CPS— 1- 6003- 30— D490 —BZ AT L 9 FEET GE #F26DBXT4SPX35 RECESSED PHARMACY PATIENT SEATING AREA WLP8F- 26- 42TRT- MVOLT -8B3W LITHONIA NATIONAL ACCOUNTS 1. LUMINAIRES WALGREENS, IT DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREENS PROJECTS LOCATED IN ARIZONA, ARKANSAS, COLORADO, IDAHO, IOWA, KANSAS, LOUISIANA, MINNESOTA, MISSOURI, MONTANA, NEBRASKA, NEVADA, NEW MEXICO, NORTH DAKOTA, OKLAHOMA, OREGON, SOUTH DAKOTA, UTAH, WASHINGTON, AND WYOMING MUST CALL VILLA LIGHTING FOR LITHONIA LUMINAIRES FOR PRICE QUOTES AND BILL OF MATERIAL CONFIRMATION FOR THEIR SPECIFIC PROJECT AT (800) 325 -0963. II. LAMPS A.WALGREENS, ITS DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREENS PROJECTS MUST CALL BILL LIGHTING (SUE MYERS) AT (800) 325 -0963, B.THE GENERAL CONTRACTORS WILL SELECT AN ELECTRICAL CONTRACTOR TO PURCHASE AND INSTALL THE LAMP PACKAGE. PURCHASE ORDERS TO VILLA LIGHTING WILL BE ISSUED BY THE ELECTRICAL CONTRACTOR FOR ALL STORES. ILL OCCUPANCY SENSORS a WALGREENS, IT DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREENS PROJECTS LOCATED IN ARIZONA, ARKANSAS, COLORADO, IDAHO, IOWA, KANSAS, LOUISIANA, MINNESOTA, MISSOURI, MONTANA, NEBRASKA, NEVADA, NEW MEXICO, NORTH DAKOTA, OKLAHOMA, OREGON, SOUTH DAKOTA, UTAH, WASHINGTON, AND WYOMING MUST CALL VILLA LIGHTING FOR MYTECH OCCUPANCY SENSORS AT (800) 325 - 0963. B,THE GENERAL CONTRACTORS WILL SELECT AN ELECTRICAL CONTRACTOR TO PURCHASE AND INSTALL THE OCCUPANCY SENSORS. PURCHASE ORDERS TO GESCO OR VILLA LIGHTING WILL BE ISSUED BY THE ELECTRICAL CONTRACTOR FOR ALL STORES. LUMINAIRE SCHEDULE LUMINAIRE TYPE TYPE CATALOG NUMBER FOOD MART LAMPS (SEE NOTE 3 BELOW) MOUNTING VOLTAGE REMARKS SECURITY ❑ NEW LOCATION ❑ EXIST'G BLDG F28T8 /SP35 /UMX /ECO 12,558 24 HOUR STORE ❑ REMODEL ❑ LIQUOR ❑ W BALLAST RECESSED SQUARE FOOT AREA SUMMARY 900 0 TRR232 120 1 /4ADDE WCS LITHONIA # ROP4 P3 SC EXIST'G 0 1772 1354 0 14,820 F28T8 /SP35 /UMX /EGO NEW 723 0 B 723 WITH ADVANCE BALLAST RECESSED 0 RR 2 32 120 ADDE LITHONIA ROP2 P32 SC 204 204 EXIST'G 0 0 1 HOUR PHOTO NEW 435 LUMINAIRE TO BE MOUNTED 14' - "0 A,F.F, DO NOT 435 EXIST'G 0 F28T8 /SP35/UMX /ECO BOTTOM OF 0 ATTATCH THE ROOF METAL DECK, ATTACH FROM ROOF D NEW WITH ADVANCE BALLAST JOISTS OR SUPPORT. EXIST'G L 2 32 120 ADDE LITHONIA ROP2 P32 SC CEILING E CEILING OR LITHONIA LED WALLMOUNT SEE DETAIL 3/E4.1. LXSW3R 120277ELN F28T8 SP35 UMX ECO G MTH ADVANCE BALLAST RECESSED GTS 3 32 A 12 120 113 ADDS LITHONIA ROP3 P32 SC F28T8 /SP35 /UMX /ECO SEE LIGHTING PLAN FOR TOTAL LENGTH REQUIRED. H LITHONIA WITH ADVANCE BALLAST CORNICE 4 FOOT FIXTURE S 1 32 120 ADDE I II ROP1 P32 SC GE#F25T8 /SPX35 CORNICE/ SEE LIGHTING PLAN FOR TOTAL LENGTH REQUIRED LITHONIA SURFACE & ENTRANCE GLASS TOWER - 3 FOOT FIXTURE S 1 25 120 ADDE GEJF17T8 /SPX35 CORNICE/ SEE LIGHTING PLAN FOR TOTAL LENGTH REQUIRED S 1 17 120 ADDE UTHONIA SURFACE & ENTRANCE GLASS TOWER - 2 FOOT FIXTURE L GE #F26DBXT4SPX35 RECESSED PHARMACY PATIENT SEATING AREA WLP8F- 26- 42TRT- MVOLT -8B3W LITHONIA P GE #F40 /308X /SPX35 WALL -MOUNT EXTERIOR SEE NOTE 8 99517- 2TB- PIB- PA- 408X -1 KENALL Q i�MXR100 /U /MED SURFACE UNDER AWNING AND DRIVE -THRU WINDOW TWR1C 100M TS AD L /LP NAWL LITHONIA SEE NOTE 8 S GE #MXRIOO /U /MED RECESSED EXTERIOR SEE NOTE 8 99 -295 KENALL FACADE ACCENT FIXTURE, (MOUNT ON TOP OF AWNING) SEE NOTE 8. FIXTURE HOUSING TO MATCH AWNING COLOR, WALGREENS W TFM-50M-TA- 1 20-L/LP-DTG GEjMXR50 /U /MED SURFACE PROTOTYPICAL STANDARD AWNING COLOR -ATAS KYNAR 500 "FOREST LITHONIA GREEN ". ALTERNATE AWNING COLOR AVAILABLE FROM MANUFACTURER. (UTIUZE OW WITH AWNING ELEVATION) E -1 6V, 12W HOLOGEN ON COLUMN ELT 24C LITHONIA OR WALL F28T8 SP35 UMX ECO ENTRANCE GLASS TOWER H -1 S 1 32 120 ADDE LITHONIA WITH ADVANCE BALLAST SURFACE 4 FOOT FIXTURE R -1 TWR 1 C I OOM TB AD L/LP NAWL UTHONIA rE #MXRI00 /U /MED SURFACE SEE NOTE 8 F28T8 /SP35 /UMX /ECO U -1 WITH ADVANNCCE BALLAST RECESSED GT 2 32 Al2 120 ADDE LITHONIA III ROP2 P32 SC W -1 GE #MVR400 /PS/VBD ON POLE FACADE ACCENT FIXTURE, SEE NOTE 8, (UTILIZE ONLY WITH CANOPY ELEVATIONS) TFA400MRNVTB IS AD L /LV LITHONIA NAWL WITH TRGI5LL LOUVER & RTSPMB BRACKET ON POLE SEE NOTE 6, TYPE III DISTRIBUTION, Y -1 GEjWVR400 /HOR /8T28 (SEE OR WALL NOTE 9) FOR POLE. SEE POLE SELECTION TABLE, KSF2 400M R3W 208 SP09 LITHONIA ON POLE SEE NOTE 6, TYPE N DISTRIBUTION. Z -1 LITHONIA GE,IMVR4O0 R /BT28 /HO (SEE NOTE 9 ) FOR LIGHT POLE, SEE POLE SELECTION KSF2 400M R4W 208 SP09 TABLE. GEJF28T8 /SP35 /WM -ECOR 8' -0" TANDEM UNIT. B -2 TSB 2 32 120 1/4 ADDS LITHONIA WITH ADVANCE BALLAST ROP4 P32 SC SURFACE GE #F28T8 /SP35 /WM -ECOR B -2A LITHONIA W7H ADVANCE BALLAST SURFACE SB 2 32 120 ADDE III ROP2 P32 SC E -2 6V, 12W HALOGEN RECESSED CEILING ELR2P N H1206 LITHONIA FACADE ACCENT FIXTURE, SEE NOTE 8 (UTILIZE ONLY W -2 GEIMVR400 /PS/VBD ON POLE IN AREAS WHER "LIGHT TRESPASS" REQUIREMENTS ARE INCORPORATED BY LOCAL CODE AUTHORITY AND TFA4 L LV UTHONIA WITH CANOPY ELEVATIONS) NAWL WITH WITH RT G1 SL LDS LOUVER &RTTPMBDB BRACKET ALL COMPONENTS FUNISHED AND INSTALLED BY THE LANDLORD'S CONTRACTOR (UNLESS NOTED OTHERWISE). NOTES: 1. ALL FLUORESCENT LUMINARIES TO HAVE ADVANCE ELECTRONIC BALLASTS. ALL HID LUMINARIES TO HAVE ADVANCE MAGNETIC BALLASTS, 2. ALL LUMINAIRES ARE TO HAVE QUICK ACCESS BALLASTS FROM BELOW CEILING (THROUGH FIXTURE) 3, G.E. INDICATES GENERAL ELECTRIC COMPANY. 4. ALL LUMINARIES SHALL BE SHIPPED WITHOUT LAMPS. 9. SEE DRAWINGS E0.1 AND EO.1A FOR MOUNTING LOCATION, COORDINATE MOUNTING WITH WALL THICKNESS AND MATERIALS INVOLVED, HARDWARE PER MANUFACTURER'S INSTRUCTIONS. 5. NOT USED. 6. (ADD "CA11 " (TYPE III) OR "CA18" (TYPE IV) SUFFIX TO LUMARK FOR HOUSE SIDE CUTOFF). (ADD "KSF2HS" SUFFIX TO LITHONIA FOR HOUSE SIDE SHIELD), 7, VERIFY ALL LUMINAIRE DIMENSIONS WITH MANUFACTURER TO AVOID CONFLICTS WITH OTHER DISCIPLINES, 8. U.L. LISTED WET LOCATION AND IP64 FOR MAXIMUM INSECT, DUST, AND WATER PROTECTION w "wgAze 4 c 4 w FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WI LMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES 0 FOOD MART 0 NEW LOCATION PHARMACY 0 SECURITY ❑ NEW LOCATION ❑ EXIST'G BLDG 1 HOUR PHOTO 12,558 24 HOUR STORE ❑ REMODEL ❑ LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY 900 DEPARTMENT SALES STOCK SERVICE TOTAL EXIST'G TOTAL NEW GEN SALES NEW 9432 1772 1354 0 12,558 EXIST'G 0 0 0 0 FOOD MART NEW 900 0 0 0 900 EXIST'G 0 1772 1354 0 14,820 RX NEW 723 0 0 723 EXIST'G 0 0 RX WAIT'G NEW 204 204 EXIST'G 0 0 1 HOUR PHOTO NEW 435 435 EXIST'G 0 0 LIQUOR NEW EXIST'G 0 0 ol 0 BSMT NEW EXIST'G 0 0 0 2ND FLOOR NEW EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXS rG 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT. RX SHELVING LINEAL FEET: 92 LN.FT. N0, I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 09974 1 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE LUMINAIRE SCHEDULE AND DETAILS CADD PLOT: �11• SUPERSEDES PLAN DATED: SCALE: AS SHOWN DRAWN BY: BNA 06142A DATE: 05 -03 -05 REVIEWED BY: RLW DRAWING NO. E4.1 E a r � W a � N o� o N � a 0 i o zv N ° v a N m L1. ROOF EQUIPMENT POWER CONNECTION /INTERCONNECTING CABLE DETAIL (PENETRATING ROOF MOUNT) SATELLITE ANTENNA WORK RESPONSIBILITIES NEW STORE - TURNKEY PROJECT WITH ANTENNA INSTALLATION NOTES: 1 • DIU /0 CABLE FURNISHED BY WALGREEN AND INSTALLED 4• VERIFY THE EXACT ANTENNA AIMING DIRECTION PRIOR TO BY THE ELECTRICAL CONTRACTOR. INSTALLING CONDUIT ARRANGEMENT AS SHOWN. FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD NOTES: CONSULT WITH WALGREENS FOR EXACT LOCATION OF 2. VIDEO CABLE FURNISHED AND INSTALLED BY THE ROOF OPENING. SEE ORIENTATION DETAIL 4/E4.2. 1. STRUCTURAL MOUNT BY LANDLORD'S CONTRACTOR DEERFIELD, IL 60015 -5105 ELECTRICAL CONTRACTOR. 2. ELECTRICAL (ROUGH -IN) CLEAN POWER BY LANDLORD'S CONTRACTOR. PROJECT DATA TYPE GENERAL SALES FOOD MART 0 3. INTERCONNECTING CABLE ARRANGEMENT IS AS SHOWN AND IS INDEPENDENT OF ANTENNA MOUNT (PENETRATING 3. ELECTRICAL (ROUGH -IN) POWER BY LANDLORD'S CONTRACTOR, NEW LOCATION PHARMACY SECURITY ❑ OR NOT - PENETRATING), LOCATION OF WEATHER HEAD, ECT., CABLE LENGTH MAY VARY. / 4. ELECTRICAL (ROUGH -IN) PROVISIONS (EXCLUDING INTERCONNECTION CABLES) BY LANDLORD'S CONTRACTOR. NEW LOCATION ❑ F,(IST'G BLDG 1 HOUR PHOTO M 24 HOUR STORE 11 REMODEL ❑ LIQUOR ❑ OTHER ❑ (COLOR; BEIGE) 5. INSTALLATION AND FINAL CONNECTION OF ANTENNA PROPER BY WALGREENS DATA TERMINAL REPAIR (DTR). SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXISTG TOTAL NEW GEN NEW 9432 1772 1354 12,558 � i SALES EXIST'G 0 0 0 0 ` RF HEAD Q t 2: g ul FOOD MART NEW 900 900 EXIST'G 0 0 RX NEW 723 723 �0 i ( ... EXIST'G 0 0 RX NEW 204 204 WAIT'G EXIST'G 0 0 1 HOUR PHOTO NEW 435 435 WEATHER -PROOF OUTLET WITH DUPLEX RECEPTACLE (GFCI) AND SAFETY OUTLET CABLE IS INSIDE ENCLOSURE. (RAINTITE WHILE OF ARM IN USE EXIST'G 0 0 LIQUOR NEW EXIST'G 0 0 0 0 ROOF CURB ASSEMBLY -SEE WEATHER HEAD ROOF LINE NEW DRAWING SO.1 OR SO.2. .._ BSMT EXIST'G 0 0 0 PROVIDE MOUNTING SUPPORT AS REQUIRED. SEE DETAIL 5/E4.2 FOR SUPPORT ABOVE 1/2" CONDUIT (MIN.) ' THE ROOF, VERIFY EXACT CONFIGURATION OF 2ND FLOOR NEW EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXSTG 0 0 01 0 PENETRATIONG ROOF MOUNT STRUCTURAL STANDARD AC POWER, FED FROM SUPPORT. SEE DRAWING SO.1 OR SO.2. TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. NEAREST AVAILABLE GENERAL PURPOSE PANEL. (NOT LP -CR). 1" CONDUIT WITH COAX CABLE ROUTED AS SHOWN ON DETAIL 6/E4.2, SEE TOTAL AREA: OTHER LEVELS 0 SO. FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SOFT. SATELLITE GENERAL NOTE #1 /E1.3 (CABLE ROUTING), PROVIDE HANGER SUPPORT WHEN COAXIAL DIU /0 CABLE BUSHING RUN ABOVE CEILING. AXIAL VIDEO CABLE- RX SHELVING LINEAL FEET: 92 LN.FT. sour"'."' n(VIDEO) SYS T L:' DIGITAL L -BANG INTERFACE OR EQUIP .' UNIT CABLE,-14;"' ABLE BRIGHTON LOCHT, a (DIU /0) SUPPLIED UNIT TELF�» � •. BY DTR 0 TERMINAL TIME OF BOARD INSTALL EQUIPMENT LOCATED IN TRAINING ROOM EQUIPMENT LOCATED IN RX COMMUNICATION CABINET E l:2 ANTENNA EQUIPMENT ORIENTATION DETAIL CONDUIT GROUPING MOUNTING SUPPORT DETAIL SATELLITE ANTENNA SYSTEM NOTES: 1. SEE THE FOLLOWING DETAILS FOR EQUIPMENT POWER CONNECTION NORTH (DEPENDENT UPON MOUNTING TYPE): VERIFY ACTUAL SATELLITE ANTENNA MOUNTING CONFIGURATION DETAIL 1/E4.2 - PENETRATING ROOF MOUNT. O' ROOF OPENING 360' ATTACH ELECTRICAL ROOF CURB BOXES TO UNI -STRUT SUPPORT 2. SEE ROUTING NOTES AND DETAIL 1/E4.2 FOR INFORMATION ON SATELLITE INTERCONNECTING CABLES. (LOW ENERGY) 3. THE FOLLOWING EQUIPMENT TO BE FURNISHED BY WALGREENS: ANTENNA MAST CONDUIT GROUPING LOCATION LOCATION UNI -STRUT SUPPORT ANTENNA, DIU /0, RF HEAD, RECEIVER /DESCRAMBLER, AND VIDEO SYSTEM (FUTURE). i/ 270' - \ T�'`� T , - 90' \ \ ♦\ // / / \ ♦ \ \\ /// / / PLAN VIEW \ \ ♦\ /♦ / /// ANTENNA \ // f /// i \♦ \� \� (0 PIPE CLAMP RUBBER BOOT P LAN VI 4. ONE (1) 20A. 120V. 10 CIRCUIT FROM PANEL "LP -CR - . PROVIDE ANTENNA TWO (2) STRAIGHT -BLADE DUPLEX RECEPTACLES (PASS & SEYMOUR #8200 -ISP) TRANSIENT VOLTAGE SURGE SUPPRESSORS. ', RF HEAD SEE ROOF EQUIPMENT AND ENTERCONNECTING CABLE DETAILS ` ABOVE. \ ANTENNA MOUNTING POLE ROOF CURB ASSEMBLY. (SEE DRAWING SOA OR SO.2 ROOF LINE FOR CURB DETAIL.) SOUTHWEST SOUTHEAST GFCI DUPLEX RECEPTACLE W /COVER 1 }" CONDUIT WITH 6" SEE DRAWING SO.1 OR SO.2 FOR MIN. BEND RADIUS - SEE EXACT STRUCTURAL SUPPORT. UNOBSTRUCTED POINTING DIRECTION, EXACT AIMING ANGLE TO BE DETERMINED PER LOCATION. NOTE: WEATHER HEAD ei - ANTENNA MAST n NOTE #2. BUSHING SUSPEND EQUIPMENT LOCATED STUP -UP (WITH CEILING 1/2" CONDUIT (TYP.) IN TRAINING ROOM` ____ BUSHING) ABOVE CEILING NO. DATE BY DESCRIPTION CONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER %014A' S F 5 8 i CONDUIT GROUP OPENING MUST ALWAYS BE ORIENTED TO THE NORTH OF THE ANTENNA PIPE SUPPORT TO AVOID CONFLICT WITH THE ANTENNA. THE ANTENNA MUST HAVE AN UNOBSTRUCTED POINTING DIRECTION FROM SOUTHEAST TO SOUTHWEST. SELECT AREA AND THEIR CORRESPONDING APPROXIMATE ORIENTATION ANGLE (VERIFY EXACT AIMING ANGLE FOR EACH LOCATION) VIEW A- MOUNTING SUPPORT �A I ROOF CURB � A SOUND r JUNCTION BOX IN WALL ..__ SYSTEM ( ) AS REQUIRED SATELLI'T'E CIRCUIT FED FROM I � CONDUIT (MIN.) WITH 6 MIN. BEND NEAREST AVAILABLE PANEL (NOT EQUIPMENT CABLE COAXIAL VIDEO CABLE RADIUS PANEL "LP -CR "). LOCATED IN VCR CONNECTION RG6, SEE DETAIL 1/E4.2. TELEPHONE I 1 1/2 „ CONDUIT (VIDEO) WITH 6” MIN. BEND TER R I SYSTEM I RADIUS AZ IMUTH (ANGLE AS ELEVATION SHOWN ABOVE) CHICAGO 187 42 DENVER 161 43 HOUSTON 174 56 MIAMI 207 58 ROOF SATELLITE CIRCUIT FED FROM EQUIPMENT LOCATED IN NEAREST AVAILABEL PANEL (NOT I " ""' - -"" - "- "� ""` " - -"'- '-` -'- --- ---� OMMINICATIONS . PANEL CAB PANEL "LP - CR') _ _ _ "LP -CR" ®® __._. ____ COAXIAL VIDEO CABLE SUPPLIED CABLE RG6. SEE SEE BY DTR 0 TIME DETAIL 1/E4.2, / I NOT OF INSTALL I SEE DETAIL 4 E2.1 DIGITAL L -BAND DEDICATED AC POWER INTERFACE OR LINE (IN OWN CONDUIT) I UNIT BRIGHTON (DIU /0) UNIT UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. OF 9 �Q1. W. STORE NUMBER 09974 PROJECT NAME WALGREENS STORE MINNEAPOLIS 18 38 , I (SWC) 2ND EAST & MAIN ST NY /CONNECTICUT 208 40 PHOENIX 146 46 PROVIDE MOUNTING FLOOR COAXIAL DIU /0 CABLE (SEE L DETAIL 1/E4'2) -._ REXBURG, ID S AN FRANCISCO 136 37 SUPPORT AS REQUIRED, DRAWING TITLE ST. LOUIS 183 46 ELECTRICAL DETAILS CADD PLOT: SCALE AS SHOWN DRAWING NO. DRAWN BY: VOID PLOT BNA E402 05142A DATE 05 -03 -05 SUPERSEDES 4 E l d 6 E4.2 PLAN DATED: REVIEWED BY: RLW _ •v �w I I d � N N � d 00 O 4 z� N L0 () oo N T� m ,.. PHARMACY (REAR DRIVE —THRU) LAYOUT (42' -9" X 33' -0" I.D.) — POWER AND SYSTEMS DETAIL PHARMACY COUNTER ELECTRICAL ELEVATION NOTES POWER KEYED NOTES: 1. THIS PARTIAL FLOOR PLAN REPRESENTS A WALGREEN CRITERIA /STANDARD LAYOUT, UTIUZE EXACT CONFIGURATION OF EQUIPMENT BASED ON THE ACTUAL 'D -1' PLAN, 2, SEE DETAILS 1,4 & 5/E4,4 FOR CASH REGISTER OUTLET MOUNTING INFORMATION. Oj O ONE(1) 20A,12OV,10 CIRCUIT FOR CASH REGISTER (CR) LOCATION, SEE DETAILS 1/E4.4, 4/E4.4, & /OR 5/E4.4 FOR OUTLET MOUNTING. HOMERUN BACK TO PANEL "LP-CR ", ONE(1) 20A,120V,10 CIRCUIT FOR PHARMACY TERMINAL RECEPTACLES, CIRCUIT FROM ONE M OTES: 1. THIS ELEVATION CORRELATES TO THE PARTIAL FLOOR PLAN AT LEFT. UTILIZE EXACT CONFIGURATION OF EQUIPMENT BASED ON THE ACTUAL "D -1" PLAN. 3. FOR ADDITIONAL INFORMATION ON POWER AND LOW VOLTAGE CABLING WORK ASSOCIATED WITH ELECTRONIC, COMPUTER, AND SATELLITE SYSTEMS REFER TO DRAWINGS E4,2 THRU E4,4 FACILITIES PLANNING, DESIGN, &ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 3. ETHERNET (CATEGORY 5E) CABLES. SEE DRAWING E1,3 FOR FURTHER INFORMATION, 4, HEXAGON SYMBOL WITH NUMBER DESIGNATION CORRESPONDS TO KEY NOTE REFERENCED ON DRAWING E1,2 (NOTED ON THIS SHEET). 17 PANEL "LP -CR ", SEE DETAIL 10/E4.4 AND DETAIL 2/E4.3 FOR MOUNTING REFERENCE. ONE(1) 20A,12OV,10 SATELLITE DIGITAL INTERFACE UNIT (DIU) CIRCUIT FROM PANEL "LP-CR-. SEE DETAIL 13/E4.4 FOR ADDITIONAL INFORMATION. 2. NOT USED, 4. SEE ELECTRICAL PLAN (E1.2) AND SYSTEMS PLANS (E1,3 THRU E1.6) FOR LOCATION OF STUB -UPS, RECEPTACLES, TELEPHONE OUTLETS AND SYSTEMS WIRING, PROJECT DATA TYPE GENERAL SALES FOOD MART 0 LP2 -30 LOCATE STUB -UP OF DRIVE -THRU TELEPHONE 61 62 � INSIDE OF DRIVE -THRU LP2 -26,28 � 86 CABINET (TYP OF 2) 50 90 _- I � 30 31 O 50OW OUTLET, RECEPTACLE 1' -6" A.F.F. FOR PHARMACY BIOLOGICAL REFRIGERATOR. PROVIDE LOCK -ON CIRCUIT BREAKER. 20OW OUTLET. RECEPTACLE 3' -8" A.F.F. FLUSH ABOVE WORK COUNTER, UNLESS NOTED OTHERWISE. SEE DETAIL 2/E4,3. 1.5A. 120V OUTLET ABOVE PHARMACY CEILING FOR MOTORIZED ROLL DOWN SHUTTERS WITH THERMAL OVERLOAD SWITCH MOUNTED 4' - 6" UP AS SHOWN, UNLESS NOTED OTHERWISE. (SWITCH LOCATED INSIDE RX AREA). TWO(2) 20A.120V CIRCUITS FOR DRIVE -THRU WINDOW AUDIO SYSTEM AND DRIVE ALERT. MOUNT "PICK UP" COUNTER 5. HEIGHT DIMENSIONS ARE SUITABLE FOR PHARMACIES WITH OR WITHOUT RAISED FLOOR, AND IS REFERENCED FROM SALES AREA FINISHED FLOOR "CONSULTATION" "VERIFICATION COUNTER COUNTER NEW LOCATION PHARMACY SECURITY ❑ NEW LOCATION EXISTG BLDG ❑ 1 HOUR PHOTO 24 HOUR STORE ❑ REMODEL ❑ LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXIST G TOTAL NEW GEN NEW 9432 1772 1354 12,558 EXISTG 0 0 0 0 t _ ._ .. _.. _.: ; _. _�._ I 1 ! i i ij 31 LP3 -5 30 Tl j TELEPHONE OUTLET FOR L � � - � LPCR - LPCR - 3 I - ��,,__ - .__._, FAX MACHINE (MOUNT AT 3,. LPCR - I +3' - A.F.F.) LPCR -26' + 28• i LP3 -37 LP3 -37 LP3 -37 LPCR -1 1 - N ' 87 60 60 60 71 LPCR -18 LP2 -24 3 LPCR -7 LPCR -7 LPCR -7 i VC 75 LPCR -10 O Oj 71 I LPCR -14TR A I _. - _ _ _ _ L�CR- - - 22 - +28 3 ;; TL n TL n n M ��' -••- •- -''`'° -- i "" ••- �•"•-•�• •"•'�+ r i � U L TI P LPCR -8 , .. 33 + 17 I LPCR -12 L _ ' -- ;LP2 -� - - -; ^ - 3 , - =T ' MOUNf!.� -: r , r r r r{ , 31 3 -0 3 -0 1 -0 �,' I LPCR -g i � 6 r -2 j - FF LP3 -39 _ t I• 1._1 LPCR - TELEPHONE OUTLET (•Ep) I I I !_. t t i �. _ .69_ ._ ; II ._. PHARMACY # 7s LP2 - � ; , .. r 31 vc - I � 1 !I LP3 -39 ( I I I 81 LP2 -20 ; LP3 - 39 i. i I -_ . -_ __ . __ _ L- .__ ._ _. ._...._. 1 ? 10 -6 i LPCR - 13 i-- -- .._...__... ; 31 j r 82 1P3 -41 - - -- P 75 MOUNTED INSIDE RX COMPUTER F.. LP3-41 TERMINAL STAND ( LPCR -61 N - 4' -4" _ - 2,�" • 3 O ' 60 61 62 71 81 82 86 87 JUNCTION BOX 1' -6" A.F.F. INSIDE DRIVE -THRU WINDOW UNIT, SEE DETAIL 1/E4.3, 20OW OUTLET, WITH RECEPTACLE MOUNTED INSIDE CASH REGISTER STAND, REFER TO DETAILS 1 4 AND /OR 5 ON DRAWING E44 FOR OUTLET MOUNTING , , .. DRIVE - ALERT SYSTEM, MODEL DA - 500 WITH DA - 055 DRIVE - ALERT CHIME, (CHIME MOUNTED ABOVE DRIVE -THRU WINDOW) BY: A.D.I. DISTRIBUTORS, TEL, (800)388 -9505. WITH CONDUIT STUB -UP INSIDE DRIVE -THRU WINDOW UNIT, ROUTE CONDUIT 6" BELOW GRADE TO DRIVE -THRU ISLAND FOR DRIVE - ALERT FOR CABLE AND SENSOR. REFER TO DETAIL 16/E4,4 FOR ADDITIONAL INFORMATION. DIEBOLD SYSTEM - ONE(1), 20A, 120V CIRCUIT CONNECTED TO ONE DUPLEX RECEPTACLE ' -6 MOUNTED 1 A.F.F. INSIDE DRIVE -THRU WINDOW UNIT (FOR EASYAIRE 10 POWER SUPPLY). REFER TO DRAWING A4,4D FOR ADDITIONAL INFORMATION. _ E _ BAVIS TRANS TRAX SYST M ONE(1) 15A, 120V CIRCUIT CONNECTED TO ONE DUPLEX RECEPTACLE MOUNTED 7' -10" A,F,F, REFER TO DRAWING A4.4 FOR ADDITIONAL INFO, OOW G DUPLEX RECEPTACLE, PURPOSE PPTACLE. MOUNTED AT 1' -6" A.F.F., UNLESS NOTED OTHERWISE. TWO(2 "LP-CR q FOR RX COMMUNICATION EQUIPMENT 20A,12OV.10 CIRCUITS FROM PANEL ACLES. RECEPTACLES. ONE(1) 20A.12OV,1 CIRCUIT TO OUTLET, 1' -0" A.F.F. FOR CONVEYOR BALDOR DRIVE MOTOR WITH SCR (SPEED CONTROL) BY CONVEYOR MFG, FINAL CONNECTION BY ELECTRICAL CONTRACTOR, ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL THREE(3) HUBBELL NO,CS1221 SWITCHES WIRED IN SERIES AND EQUALLY SPACED ALONG COUNTER AT S -8" A.F.F., SEE PHARMACY COUNTER ELEVATION DETAIL 2/E4.3, ID OOOW OUTLET WITH S OLID CONNE 1 EC TO 4' - 0" M MULTI RACEWAY ASSEMBLY (PLUGMOLD OR PLUGTRAK), MOUNT ON RX " FILLNG" COUNTER BACKSPLASH (RACEWAY FLUSH WITH TOP OF BACKSPLASH). RECEPTACLES SHALL BE 6" ON CENTER. FURNISH & INSTALL CONCRETE RECESSED FLOOR BOX HUBBELL # HBLCFB 30 1 BASE & STEEL COVER ASSEMBLY HUBBELL #HBLTCGNTBKSN, PROVIDE ONE (1) 20A, 120V. 10, ON 3/4 "C, (2ND. 12 & 1 N0, 12 DEDICATED GROUND) CONNECT TO A NEMA 5 -20 SIMPLEX ' RECEPTACLE (HUBBELL #53691) FOR "PRESCRIPTION FILLING ROBOT", ADDITIONAL "CONDUIT TO FLOOR BOX FR FROM RX COMMUNICATIONS CABINET FOR LOW VOLTAGE CABLE CONNECTION SHALL BE PROVIDED. DIEBOLD SYSTEM - ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ONE(1) 1 1/2" CONDUIT (FOR CONTROL /AUDIO CABLES) STUB UP 2" ABOVE FLOOR, FROM DRIVE -THRU ISLAND TO RX DRIVE -THRU WINDOW FINISHED FLOOR. SEE DWG. A4,4D. ONE(1) 20A,12OV,1 �0 CIRCUIT FROM PANEL "LP -CR" FOR CCTV CAMERA, CONNECT TO DUPLEX RECEPTACLE MOUNTED ABOVE PHARMACY CEILING, == • a _ �__� 1� = _ -- _ y - _ CONVEYOR OUTLET PHARMACY PICK —UP, CONSULTATION, AND VERIFICATION COUNTER ELEVATION / " • 4 - L = 1 SCA E 0 y ERIFICATION o " „ FILLING DROP -OF COUNTER COUNTER WINDOW OR CONVEYOR W OUTLET, SWITCH RECEPTACLE FLUSH (TYPICAL) MOUNTED AbUVL WORK C / -0 " 8 -9 �/ — — 8 — - - - : -'- -; - - - R _ _ - - ,___, oo i7 - - - - SALES MART NEW 900 900 EXISTG 0 0 RX NEW 723 723 EXISTG 0 0 RX WAIrG NEW 204 204 EXISTG 0 0 1 HOUR PHOT 0 N ExlsrG o 0 LIQUOR NEW EXISTG 0 0 0 0 BSMT NEW EXISTG 0 0 0 2ND FLOOR NEW EXISTG 0 0 0 A W 11,694 1772 1354 1482 0 , TOTAL EXST'G 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT, RX SHELVING LINEAL FEET: 92 LN.FT. - LPCR 6 -4• —� - - — — A — BAVIS TRANS -TRAX SYSTEM - ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ONE (1) 3/4" ABOVE CEILING VIA CONDUIT (FOR AUDIO CABLES) FROM KNEE SPACE AT DRIVE -THRU WINDOW STUB UP A 2" x 3" PULL BOX M OU N TED 0 IN PLYWOOD BLOCKING, SEE DWG. A4 PHARMACY VERIFICATION, FILLING, - �-- ---- -- REFERENCE POINT AND DROP —OFF COUNTER ELEVATION 1 SCALE: 1/4 = 1 ._Drr 2 E4.3 RX COMMUNICATIONS CABINET — ELEVATION (NOT TO SCALE) PLAN N ORT H PHARMACY SCALE 1/4" = 1 0 2' 4' g' (MOUNT ® 6'- 2 "A.F,F,, TELEPHONE OUTLET UTILIZE AS AN "OVERFLOW" OR "RINGER ONLY ", NO USER INTERFACE) Id '_ q NOTER 1, HEXAGON SYMBOL WITH NUMBER DESIGNATION CEILING CORRESPONDS TO KEY NOTE REFERENCED ON DRAWING E1,2, V -10" 12" Q 7L SPARE ` ® 5 I � F ® ®E \ I 1 TELEPHONE GFCI LP3 -1 21 OFFICE LAYOUT — POWER AND SYSTEMS DETAIL r I ANTENNA LOCATION N OTES: POWER KEYED NOTES: 1, THIS PARTIAL FLOOR PLAN REPRESENTS A WALGREEN CRITERIA / 2� TWO (2) 20A.120V.1 0 CIRCUITS FOR OFFICE SYSTEM EQUIPMENT STANDARD LAYOUT. UTILIZE EXACT CONFIGURATION OF EQUIPMENT RECEPTACLES, CIRCUIT FROM PANEL "LP -CR ", SEE DETAIL BASED ON THE ACTUAL "D -1" PLAN, 12/E4.4, 1000W OUTLET' WITH SOLID CONNECTION 70 5 2, HEXAGON SYMBOL DESIGNATION CORRESPONDS TO KEY NOTE NUMBER '_ 0 q MULTI - OUTLET 24 REFERENCED ON DRAWING E1.2 (NOTED ON THIS SHEET). RACEWAY ASSEMBLY (PLUGMOLD OR PLUGTRAK ) MOUNTED 1 -3 " A.F.F., UNLESS NOTED OTHERWISE. 3, ETHERNET ( CATEGORY 5E) CABLES, SEE DRAWING E1,3 FOR FURTHER INFORMATION, 49 ONE (1) 20A,120V.10 CIRCUIT FROM PANEL "LP -CR" FOR COVERT 4. TWINAXIAL CABLE, ROUTED TO TECH EQUIPMENT CABINET. (1 1/2" CCTV SYSTEM. SEE DRAWING E1,4 FOR ADDITIONAL INFORMATION. CONDUIT STUB -UP TO ABOVE CEILING AT AS400 TERMINAL AND AT TECH 73 ONE (1) 20A.120V.1 � CIRCUIT FOR TECH EQUIPMENT RECEPTACLES EQUIPMENT CABINET, SEE DETAIL 7/E4.4). FROM PANEL "LP -CR ", CONDUIT STUB- UPS FOR LOW VOLTAGE CABLES A '� 17 TWO (2) 20A.12OV,10 CIRCUITS FOR RX COMMUNICATIONS CABINET RECEPTACLES FROM PANEL 'LP -CR' CKT5. 12 AND 14, ONE (1) 20A.12OV,1 CIRCUIT FOR , g$ 71 SATELLITE DIGITAL INTERFACE UNIT 0 (DIU) CIRCUIT FROM PANEL LP -CR CKT. 22 'r --- 12" X 1B" JUNCTION BOX N ___ FOR CONDUIT STUB -UP COORDINATION, I I I I II II II j� I I ®® �/ I ` ETHERNET F TYPICAL CASH REGISTER CIRCUIT STUB —UP DETAI L � \ I MAST \ / ELECTRICAL PARTIAL ROOF PLAN 5, ONE (1) 1" (SPARE COMMUNICATIONS CONDUIT WITH #12 PULL STRING TO TECH EQUIPMENT CABINET, SIDE VIEW FRONT VIEW 4 F 6 8 NO. DATE BY DESCRIPTION CONST E 4,3 E 4 ,.3 E4,3 REVISIONS TECH EQUIPMENT CABINET — ELEVATION (NOT TO SCALE) CERTIFICATION AND SEAL NOTE: � �,� , +24 +72" LP3 27' m ! I 24 LP3 - 29 :2. ' i 1'-3* A.F.F. ONE (1) 15A 120V 19► ,I a" J 'i CIRCUIT, RECEPTACLES MOUNTED BELOW LP R�3 24 ! COUNTER, 1' -6" A.F.F. LP3 -25 (OFFICE SYSTEM I SEE NOTE 5 i' -3" A.F EQUIPMENIT) (T(P OF �__ , ; . I 3 FIC� .. _, CEILING WITH I TECH Q EPMENT I CABINET, r o m 1, HEXAGON SYMBOL WITH NUMBER DESIGNATION CORRESPONDS TO KEY NOTE REFERENCED ON 4, DRAWING E1.2. 4' -0" 0" - ONE (1) 15A,120V.1sd CIRCUIT FROM PANEL '; `; 49 'LP -CR' CKT. 15, FOR COVERT CCTV SYSTEM, SEE DRAWING E1.4 FOR ADDITIONAL INFORMATION. TECH EQUIPMENT CABINET I t2" L T � 1 `` R SPARE ® 1 TELEPHONE ry / I ® , z7E NET F / 1 HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED BY MY HAND AND SEAL. S` ®NAL ��,G1S R 3 �� OF W. MES STORE NUMBER 09974 PROJECT NAME WA LG R E E N S STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID SEE NOTE 4 L .. ..._ .- 2 2 ONE O UTLE T T YP) LPCR -3 LPCR -1 1' -6" A.F.F. ( PLAN 1' -6" A.F.F. 1' -6 A.F.F. 1 NORTH IC ° N aQ ONE (1) 15A,120V.10 CIRCUIT FROM PANEL ® g 73 'LP -CR' CKT, 20 FOR TECH EQUIPMENT RECEPTACLES --'-- CONDUITS STUB -UPS TYPICAL PHOTO CASH REGISTER CIRCUIT STUB —UP DETAIL DRAWING TITLE ELECTRICAL DETAILS CADD PLOT: SCALE AS SHOWN DRAWN BY: BNA DRAWING NO. VOID PLOT 05142A SCALE: 1/4 = 1 -0 0 2' 4' 8' 2 _oq DATE 05 -03 -05 E4m3 SUPERSEDES 3 E4.3 g E4.3 7 E4, 3 PLAN DATED: REVIEWED BY: RLW E o" a# v Lr w I I Q . � N N a 00 O d z� N � p (7 00 U O CN mw SCANNING CASH REGISTER STAND STANDARD CASH REGISTER STAND ELEVATION TIME /ATTENDANCE AND ATM RECEPTACLES 1. AC. POWER BRANCH CIRCUITS FROM PANEL FACILITIES PLANNING, DESIGN, & ENGINEERING 'LP -CR' TO DUPLEX RECEPTACLE. MANUFACTURER: HUBB ELL (NO SUBSTITUTION) 106 WI LMOT ROAD 77 GENERAL PURPOSE ACCESS OUTLET, 1900 BOX WITH PANEL 12" COVER, (TYP.) 2. SEE ELECTRICAL PLAN, DRAWING E1.2, FOR LOCATION OF STUB -UPS. CATALOG NUMBER: HBL52611 (ELECTRONIC TIME CLOCK) o DEERFIELD, IL 60015 -5105 PROJECT DATA A ETHERNET (CAT.5) JUMPER CABLE CASH [9 REGISTER B SERVICES; (KRONOS) ELECTRONIC TIME CLOCK (LOCATED OUTSIDE OF EMPLOYEE ROOM) AUTOMATED TELLER MACHINE (ATM) - LOCATED BY FRONT CASH REGISTERS p� TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY ❑ SCANNING N BAG BED WELL I O SPARE 1" COMMUNICATIONS CONDUIT. TELEPHONE CONDUIT WITH BUSHING ETHERNET CABLE (1 "CONOUIT,MIN.) SEE _101 I - CABLE OPENING TELEPHONE CABLE PROTECTION BUSHING WITH PLASTIC INSERT (TYP.) SERVICE FROM: LP - CR PANEL • 19 70 LABEL FACEPLATE INDICATION "PANEL LP - CR " AND "CIRCUIT 9 NUMBER" USING P -TOUCH LABELING MACHINE, E4.4 NEW LOCATION J(IST"G BLDG E] 1 HOUR PHOTO 24 HOUR STORE [:1 REMODEL ❑ LIQUOR ❑ OTHER SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXIST'G TOTAL NEW GLEN NEW 9432 1772 1354 12,558 PHARMACY TERMINAL RECEPTACLES EXIST'G 0 0 0 0 NOTE 2, BELOW, FLEXIBLE CONDUIT TO RECEPTACLE FLEXIBLE CONDUIT -SEE NOTE # 1. GENERAL PURPOSE DUPLEX RECEPTACLE. SALES FOOD MART NEW 900 900 LOCATION OR TELEPHONE, A.C. CASH REGISTER OUTLET, TWO (2) POWER STUP -UPS, I CASH DUPLEX TWIST -LOCK RECEPTACLES. GENERAL PURPOSE DUPLEX RECEPTACLE ` 1. A.C. POWER BRANCH CIRCUITS FROM PANEL LP -CR TO DUPLEX RECEPTACLE. A 2, ETHERNET (CAT.5E) CABLES FROM RX COMMUNICATIONS CABINET, SEE DRAWING FOR E1.3 FOR FURTHER INFORMATION. 3. SEE ELECTRICAL PLAN, DRAWING E1.2, FOR EXACT LOCATION OF STUB -UPS. CASH REGISTER OUTLET. MOUNT TO ACCESS PANEL ACCESS ( FLOOR BELOW AC PANEL). ) FLOOR FLEXIBLE CONDUIT FROM GENERAL R �_ RECEPTACLE, G FIXTURE u u ETC, ELECTRICAL JUNCTION BOX (TYP.) ETHERNET CABLE CONDUIT(S) (1 MINIMUM). SEE DETAIL 6/E4.4 FOR TYPE AND CONFIGURATION OF STUB -UPS. 4 E4.4 MANUFACTURER: H BU BELL PASS & SEYMOUR LEVITON CAT e e TOG NU 62A1 5262A1 (A -1) A -3 IA-11 PC BASE D D D D SERVICES: A -2 MONITOR A -3 FUTURE D A - 4 FUTURE • • (PROVIDE 2 - GANG BOX WITH COVER) D D D D • (A -2) (A -4) e SERVICE FROM: LP -CR PANEL O EXIST'G 0 0 � NEW 723 723 EXIST'G 0 0 RX WAITG NEW 204 204 EXIST'G 0 0 1 HOUR PHOTO NEW 435 435 IN -LINE SCANNING CASH REGISTER STAND ELEVATION EXIST'G 0 0 LIQUOR NEW EXIST'G 0 0 0 0 BSMT NEW 4. SEE DETAIL 6/E4.4 FOR TYPE AND CONFIGURATION OF STUB -UPS. 54 w NOTES: 1. A.C. POWER BRANCH CIRCUITS FROM PANEL 'LP -CR' 18 4" TO DUPLEX RECEPTACLE. LABEL FACEPLATE INDICATION "PANEL LP - CR" AND "CIRCUIT 10 NUMBER" USING P -TOUCH LABELING MACHINE. E4.4 EXIST'G 0 0 0 2ND FLOOR NEW SCANNING UNIT CASH 2. SEE ELECTRICAL PLAN, DRAWING E1.2, FOR LOCATION VENT OPENING REGISTER OF STUB -UPS CASH REGISTER RECEPTACLES EXIST'G 0 0 0 CASH REGISTER CORD OPENING © e " -'-' -- -- MANUFACTURER; _HUBBELL (NO SUBSTITUTION) CATALOG NUMBER; HBL47001 (TWIST -LOCK RECEPTACLE ♦ • FUTURE REBATE Q � ( '! ? �% SERVICES: CASH REGISTER SYSTEM a REGISTER SCANNER TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXST'G 0 0 0 0 TOTAL AREA: FIRST FLOOR 14 $20 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14 820 SQ.FT. 15" CASH REGISTER CORD ACCESS AND PLUG. PANEL GENERAL PURPOSE � f RECEPTACLE. BAG WELL ETHERNET (CAT.5) o JUMPER CABLE TO TELEPHONE FLEXIBL CONDUIT - SEE NOTE #1. CASH REGISTER OUTLET I �.._ - ii CORD AND PLUG GENERAL PURPOSE CASH REGISTER OUTLET. MOUNT TO DUPLEX RECEPTACLE, FLOOR BELOW ACCESS PANEL). ( CO R • • FUTURE p 4 P SCANNER �j b SERVICE FROM: LP -CR PANEL o • NOTE: PHOTO AREA CASH REGISTERS TO HAVE O THREE (3) DUPLEX RECEPTACLES. RX SHELVING LINEAL FEET: 92 LN.FT. RECEPTACLE, LIGHTI LIGHTING CR OUTLET BOX FLOOR �$ FIXTURE, ETC. ACCESS PANEL LABEL FACEPLATE INDICATION "PANEL LP -CR" AND "CIRCUIT 11 NUMBER" USING P -TOUCH LABELING MACHINE. L E4,4 ELECTRICAL JUNCTION BOX (TYP.) ELECTRICAL JUNCTION SEE DETAIL 6/E4.4 FOR TYPE AND BOX AT FLOOR (TYP OFFICE SYSTEM EQUIPMENT RECEPTACLES VIEW A - 1 E4.4 CONFIGURATION OF STUB -UPS. PROTECTION BUSHING WITH ETHERNET CABLE CONDUIT(S) PLASTIC INSERT (TYP.) (1" MINIMUM), 5 E4 4 MANUFACTURER: HUBBELL PASS & SEYMOUR LEyJ�{ (2) O CATALOG NUMBER; HBL52521 5262A1 5262A1 � SERVICES: CIRCUIT 3 CIRCUIT 1 A -t AS400 MONITOR A -2) AXIS (NETWORK PRINT SERVER) A -3 MISCELLANEOUS A -4 MISCELLANEOUS o A _ 1 (A_3) • ♦ ( - • o (B -1) (B -3) ° o (C - ° -1 OFFICE PC B -2 OFFICE MONITOR B -3 MISCELLANEOUS B -4 LED SIGN CONTROLLER D D D D D D D D D D D D IC ELECTRONIC ARTICLE SURVEILLANCE (EAS) SYSTEM CONDUIT STUB -UP CONFIGURATION FOR CASH REGISTER STAND EQUIPMENT CONNECTION STUB -UP ELEVATION 1/2" CONDUIT WITH ONE (1) NOTES 20A.12OV.10 LOCK -ON CIRCUIT ( SPARE 1" COMMUNICATIONS 12" CONDUIT, CABLE C -1 MONITOR C -2 MISCELLANEOUS C-.3 STORE CONTROLLER MISCELLANEOUS 0 d 0 I B ° ° • • 'HOMERUN' TO PANEL 'LP - 3'. NOTES; 1. THE STORE LAYOUT SHOWN IS FOR REFERENCE ONLY, VERIFY (BY ELECTRICAL CONTRACTOR), ACTUAL STORE CONFIGURATION WITH FIXTURE PLAN, 2. EAS SYSTEM EQUIPMENT AND INTERCONNECTING CABLES RECEPTACLE MOUNTED ON EACH, (2) JUNCTION BOX WITH SIMPLEX MPLEX FURNISHED AND INSTALLED BY SYSTEM VENDOR. ABOVE CEILING. INTERCONNECTING CABLES FINAL CONNECTION BY SYSTEM VENDOR, POWER POWER SUPPLY SUPPLY 3• VERIFY ACTUAL DOOR /STOREFRONT LOCATION WITH TELEPHONE CONDUIT, (PROVIDE PROTECTION BUSHING WITH PLASTIC INSERT) \ � SHOW CASELIGHTING OR ( 12 ={--- CONVENIENCE OUTLET CONDUIT (WHERE APPLICABLE) \ ® ® / 1900 BOX WITH COVER, AS L REQUIRED (TYP.) CONNECTION WITH INSULATED BUSHING EMT THiNWALL CONDUIT, UNLESS OTHERWISE NOTED. D D O O D D D D D D ° (A -2) (A -4) o ° (C -4) • ♦ (B -2) (B -4) e ° (C -2) ♦ SERVICE FROM: LP -CR PANEL LABEL FACEPLATE INDICATION "PANEL LP -CR" AND "CIRCUIT 12 „ NUMBER USING P -TOUCH LABELING MACHINE. E4.4 TVSS RECEPTACLES CONSTRUCTION DOCUMENTS AND STOREFRONT SHOP DRAWINGS, 4 Q A.C. POWER CONDUIT (FOR CASH _ CEILING REGISTER CIRCUIT) L STUB UP TO CEILING MANUFACTURER: PASS & SEYMOUR (NO SUBSTITUTION) SATELLITE ANTENNA OIU /0 AND CCTV ® ETHERNET SYSTEM CONDUITS (1" MINIMUM), (PROVIDE PROTECTION BUSHINGS WITH PLASTIC INSERTS) STANDARD JUNCTION BOX - SIZE AS NOTED ON DETAILS CATALOG NUMBER: 8200 -ISP (DUPLEX TVSS RECEPTACLE) SERVICES: SATELLITE ANTENNA - DIU /0 ( COUBLE DUPLEX RECEPTACLE) D U O 0 }-- WINDOW © NOTES• 1. THIS IS A GENERIC DETAIL OF THE CONDUIT STUB -UP SYSTEM. VERIFY TYPE OF CASH REGISTER STAND, SEE DETAILS 1/E4,4, 4/E4.4, & /OR 5/E4.4 FOR LOCATION OF STUB -UP IN RELATION TO THE TYPE OF CASH REGISTER STAND INVOLVED. m 0 O O o � o CCTV EQUIPMENT (DOUBLE DUPLEX RECEPTACLE) O 0 O U O O 'CHECKPOINT' PEDESTAL SENSOR UNIT. (TYP. OF 4) 2. FOR EXACT LOCATION OF ELECTRICAL OUTLETS ASSOCIATED WITH CASE WORK (CASH REGISTER LOCATIONS), SEE ELECTRICAL PLAN E1.2. HEIGHT MAY VARY FLOOR SERVICE FROM: LP -CR PANEL (L OCATED COMMUNICAT NET I AND X TECH CABINET) LABEL FACEPLATE INDICATION "PANEL LP -CR" AND "CIRCUIT 17 49 6 NUMBER" USING P - TOUCH LABELING MACHINE. E RJ N0. DATE BY DESCRIPTION CONST FLOOR E4.4 E4.4 GONDOLA AND SPECIALTY SHELVING PLUGMOLD AND RECEPTACLE DETAIL DRIVE ALARM SENSOR SECTION BURGLAR ALARM /TELEPHONE /SOUND SYSTEM RECEPTACLES REVISIONS 1/2" CONDUIT CONCEALED IN WALL, CERTIFICATION AND SEAL 4" MINIMUM CONCRETE. STUB -UP TO ABOVE CEILING WITH JUNCTION BOX FOR LOW VOLTAGE CABLE, " CORE DRILL TO 3" 3 END CAP. PVC CONDUIT. (TYP.) 3" PVC CONDUIT WITH MULTIPLE PULL SECTION A - STRINGS, PROVIDE REDUCER BUSHINGS AS " REQUIRED TO REDUCE 3" PVC CONDUIT SCALE: 1 /4 " i -0 " TO 1/2" CONDUIT RISER. RECEPTACLE RECESS MOUNTED AT TOP OF FIXTURE CAP (FACING UP). 2" PVC CONDUIT WITH REMOVABLE THREADED PLUG (FOR SENSOR ACCESS) TO HOUSE DRIVE ALARM SENSOR, MANUFACTURER: HUBBELL PASS & SEYMOUR LEVITO CATALOG NUMBER; HBL52521 5262A1 5262A1 D D C� SERVICES: TELEPHONE TERMINAL BOARD (PROVIDE 4 -GANG BURGLAR ALARM CONTROL PANEL 0 ° • • BOX WITH COVER) SPARE Q Q Q Q SOUND SYSTEM Q p p p I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ot Sw� t�ti C,,1ST Q� 2 1/2" DIA. X 30" H. STAINLESS SEE SHOP DRAWINGS FOR ACTUAL DOOR STEEL GUIDE POST FURNISHED BY EXACT DIMENSION WALGREENS. (TYP. OF 4) OPENING N „ CORE 2 HOLE 1/2 CONDUIT INTO 3" PVC /� CONDUIT. (TYP,) 36" 6" PLUGMOLD FLEXIBLE CONDUIT FROM OUTLET BOX """" " TO RECEPTACLE OR o PLUGMOLD, o FLOOR CONCRETE ISLAND DRIVE ALERT SENSOR REMOVABLE PLUG. THREADED ° ' s n SERVICE FROM: LP -CR PANEL (LOCATED AT TELEPHONE TERMINAL BOARD LABEL FACEPLATE INDICATION "PANEL LP -CR" AND "CIRCUIT 15 14 NUMBER" USING P -TOUCH LABELING MACHINE, E4,4 ARCHITECT OR ENGINEER UNDER THE LAW STATE OF UTAH S S OF THE SIGNIFIED BY MY HAND AND SEAL. �. OF e ©P Y W. STORE NUMBER 09974 „�, EQ, NOTE: ELECTRONIC ARTICLE N o 0 o EQ SURVEILLANCE (FAS) ANTENNAS MAXIMUM SPREAD 15 5' -6" 04, MAXIMUM AND MINIMUM SPREAD IS INSIDE FACE OF 20" 20" 20" 120 " 3 PVC 3 -0 O.C. TO SATISFY THE OPERATIVE DOOR CONDUIT, SHELVING NECK DOWN REQUIREMENTS TO CONDUIT, c� � OF A.D.A. � A DOOR OPENING DOOR OPENING I / SPECIAL 0' - 6" SHELVING GONDOLA NOTES: 1. ALL PLUGMOLDS TO BE WIREMOLD CO. CAT. 20GB306 (3 -0 LONG) # " 20G8512 (5' -0" LONG) (OR PLUGTRAK EQUAL) PROVIDE 500W FOR EACH 5' -O" LENGTH OR SEE ELECTRICAL PLAN E1.2. PLUGMOLDS FURNISHED AND INSTALLED BY CONTRACTOR , s ° ° . ° 2 -6 1" PVC CONDUIT AND CABLE UNDER PAVING TO DANE ALERT CONTROL UNIT (AT DRIVE -THRU WINDOW) INSIDE BUILDING. NOTES 1 - O SYMBOL WITH NUMBER DESIGNATION CORRESPONDS TO POWER KEYED NOTES REFERENCED ON DRAWING E1.2 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE ELECTRICAL DETAILS CADD PLOT: SCALE AS SHOWN DRAWING NO. 2. FLOOR OUTLETS FURNISHED AND INSTALLED BY CONTRACTOR. NOTES: SCALE: 1/4" = 1 '- O 1 RECEPTACLES FURNISHED AND INSTALLED BY CONTRACTOR. FOR SINGLE DRIVE -THRU, FURNISH AND INSTALL SENSOR IN AWNING SPACE. DRAWN BY: BNA E4A VOID PLOT: 05142A DATE 05 -03 -05 , SUPERSEDES El 8 16 PLAN DATED: REVIEWED BY: E4.4 E4.4 RLW E fl. 3 M � w �I L , d o N 3 0 0, > a o o Z cv ° N m 11: 1 0 1, 0 111 MI'm 1 1�1 1�1 1�1 ALL FACTORY WIRING #14 AWG UNLESS OTHERWISE SPECIFIED 80 90'1 DEF EVERY 6 HR DEF EVERY 6 HR 0 0 35 MINUTE FAIL -SAFE 35 MINUTE FAIL -SAFE ® o L1 L2 L3 4 *---- 1 _ OR 4 0 I OR X Cj ----3 I ...— BL /W X 0---3 I BL /W BL BL BL BL #10 N ( Y #10 N ( Y #12 'RASE MONITOR R XDKDI 01" 1 2 I 1 2 I R J — J 8K R 8L BK R BL BK BK R BK R BL SK BK R R BL 200 g '�' 100,00300 g 30A 30A 30A (,� �/ BK R L 1 400 BK R Restart Delay (seconds) 20A Ix R Ix R N O BK R sO = 0 = 210 az a. z 1956 n225 BL #12 2 #12 BK 10 2 #12 BK 180 240 Vol t. Adj. (VAC) 10 TIME 515 K BK DELAY RELAY TIME 1 20 8 SEC Trip Dela DELA (seconds) 30A 30A B 16 6 , S S #12 #12 30A #1 2 BK R BL BL_ R BK BK R Y OR BK R BL BL R BK BK R Y 8 /Y OR BK R BL BL R BK BK R R YELLOW 1 2 3 4 5 6 7 YELLOW N 3 X 4 ORANGE 1 2 3 4 5 6 7 ORANGE N 3 X 4 BLUE 1 2 3 4 5 6 7 R BL BL BL NEUTRAL 1 2 3 4 5 6 #12 #18 - #16 #12 #18 -#16 #t2 #18 - #16 #18 45T I ( I I 45T H.L. �....� DISCH. I I ( ( /�� H.L. OISCH. I I I COMPRESSOR THERM. COMPRESSOR THERM. /-'^� 45T ZF13K4E -TF5 I I I ZF13K4E -TF5 I I I COMPRESSOR H.L. PRES. I �� PRES. I ZB15KCE -TF5 DISCH. I S, CONT, I I CONT. THERM. CRANKCASE 2U CUT IN CRANKCASE 2018 CUT IN �•._. -/ COND. COND. HEATER 15LB RIFF HEATER 15LB DIFF FAN #1 FAN #3 705 4001.8 HIGH I I 0 W 400LB HIGH I I PRES. CONT. CRANKCASE FAN EVAP. FAN SWITCH EVAP, FAN SWITCH HEATER 15�tB DIFF AS REQUIRED PER I I AS REQUIRED PER I I 70 W 4OU HIGH 2.9A EACH FAN LOCAL CODE LOCAL CODE <O DRAWING NOTED TO 115/60/1 *AS REQ'D BY LOCAL CODE *OPTIONAL *OPTIONAL IS THE SAME POWER MINUTE TIMER FIEF STOCKING NC NO I I I S TO C KIN G G NC NO I I I SHOWN ON PANEL MOUNTED ON COOLER SIDE TIMER TA UPPER RIGHT CIRCUIT NO 16 OF PARTITION OR FLUSH CORNER OF MOUNTED ON COOLER SIDE THIS SHEET. EVAP, FAN SWITCH OF FREEZER DOOR FRAME I I AS REQUIRED PER I FREEZER — -`� FREEZER LOCAL CODE -"-" TEMP. CONT. SOL I I I I TEMP. CONT. SO I I I I I �..- HOLD TO I HOLD 1107 FIELD WIRING - Mt M2 Mt M2 3 H 2 N X H4 4 1 3P H2A N X 3 H4 4 R BK f5 Cr 3R SK x x [ jr HS T F.M. x x HS DT F.M. I F.M. F.M. 1.5A 1.5A 2.OA 2.OA R R 3R R HTRS. BR HTRS. BR 130A FD 13. OA FO R FREEZER #1 EVAP, R R51R2101CC FREEZER #2 EVAP. COOLER #1 EVAP. COOLER #2 EVAP. — — ANTHONY FREEZER AND COOLER DOOR WIRING FREEZER DOOR WIRING !3 —DOOR SECTIONS LIGHT SWITCH 11��ro 1sa" LIGHT SWITCH BLS 115 BL /w W /BL PANEL LP -1 W /BL CIRCUIT pO.16 PANEL CIRCUIT N NO.1 0.1 _ 6 3 ---- - W 4 ELF 01R W 4 ELF 01R W 4 ELF 01R W 4 ELF 03R 4 ELF 01R 5,30AMPS 2 Ballast 2 2 Ballast 2 2 Ballast 2 2 2 2 5 5 5 Ballast 5 Ballast 5 j2 -LAMP BALLAST j 7 2 -LAMP BALLAST j j 2 -LAMP BALLAST j 61 -LAMP BALLAST 62 -LAMP BALLAST 6 BL /W - W /BL - DOOR SOCKET CONNECTOR FREEZER 3 -DOOR SECTION (GLASS DOOR HEATER) - W/R - - -- GND TO FRAME - CHASSIS BK DOOR SOCKET CONNECTOR FREEZER FREEZER 3 -DOOR SECTION 3 DR FRAME (GLASS DOOR HEATER) HEATERS I SK/W BK FREEZER R 3 DR FRAME W/R HEATERS GNO TO BK /W FRAME - CHASSIS W / w L:HAJSIS 1111111 e R51 R2101 CC n. BL/w - W /BL - a BK - COOLER 4 DR FRAME HEATERS I SK /W SK - COOLER 5 DR FRAME HEATERS 1 8K/W TO 115 PANE UU L"L ttI P' t -3" CIRCUIT NO.10 8.27 AMPS. e R51 R2101 CC LTS TWO SYSTEMS, EACH WITH 3 HP PRR (1) EVAPORATOR (TWO SYSTEMS USED IN CONJUCTION) (WITH 4, 5, OR 6 GLASS DOOR FREEZER) FOR USE WITH M ASTER -BI LT EVAPORATORS TO YELLOW SECTION TO ORANGE SECTION R51 R2101 CC R51 R2101 CC TERMINAL STRIP TERMINAL STRIP . . . . . . . . . . . . i N 3 X 4 C i N 3 X 4 C • FIELD WIRING * AS REQ'D BY — LOCAL CODE EVAP. FAN SWITCH EVAP. FAN SWITCH RWO AS FEQUIRED PE 0-15 MINUTE TIMER FIELD I LOC A COD I I LOCAL CODE MOUNTED ON COOLER SIDE OF I - -- -- PARTITION OR FLUSH MOUNTED ON COOLER SIDE *OPTIONAL *OPTIONAL OF FREEZER STOCKING L m T DOORFRAME m I I ( N I CONTROL FOR I I I I CONTROL FOR I I WALK -IN ROOM WALK -IN ROOM FREEZERi `"` I FREEZER #2 -" `�- — TEMP. CONT. S _ TEMP, CONT. S HOLD T 0'F I I I I I HOLD 0'F ( I I I REV. 5 /21/03 W048LTS -R TO 115/60/1 POWER PANEL' LP -3" CIRCUIT N0.16 EVAP. FAN SWITCH AS REQUIRED PER LOCAL CODE — � I Mi M2 E �� F.M. 2.OA C00LER.#1 EVAP. ED M TS WALGREENS "V MODEL" WALGREENS "V MODEL" __ COOLER DOOR WIRING FREEZER DOOR WIRING r--------------*- jT\-------------------------------- - - - - -- ----------- - - - - -- - -' _ I I r--------- t' ivl-------------------------------- - - - - -- --------- - - - - -- I I I I j j j I VXS -100 LIGHT FIXTURE VXS -100 LIGHT FIXTURE i I I L I (FIELD MOUNTED) (FIELD MOUNTED �`- -.- • I-- i I I - T i I I I i 100 WATT MAXIMU �. 100 WATT MAXIMU I \. I I I W I I I I I WITH GUARD NTH I r r TO 115/60/1 B R I LIGHT FIXTURE HS I LIGHT FIXTURE 100 WATT MAXIMUM 10 0 WATT MAXIMUM POWER L G W J INCANDESCENT BULB L G J INCANDESCENT BULB PANEL "LP3" CIRCUIT NO.12 �, WITH BULB GUARD �. WITH BULB GUARD -- - 1 REI PRESSURE I r FREEZER TEMPERATURE ALARM M09ULARM (FREEZER) ROUTE PROVIDED SENSOR TO FREEZER COMPARTMENT SENSOR - - - - - -- FIELD WIRING TOTAL LOAD — 15 A MAX. I�I I� �..rJ PILOT LIGHT SWITCH l I I I I DOOR I FRAME HEATER I I 1 1 I I L� L..J HS = HEATER SAFETY - - - - - -- FIELD WIRING 6/24/03 ° w wo owo TOTAL LOAD — 15 A MAX. PILOT LIGHT SWITCH s /2ajo wcV0F DRAIN LINE HEATER (FOR FREEZER CONDENSATE DRAIN) i I i I I I I TO 115/60/1 POWER PANEL "LP -3" CIRCUIT NO.18, 0.5 AMP - - - - -- FIELD WIRING W "gAeA?o* , " FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILMOT ROAD DEERFIELD, IL 60015 -5105 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY ❑ NEW LOCATION ❑ EXIST'G BLDG 1 HOUR PHOTO 24 HOUR STORE ❑ REMODEL ❑ LIQUOR ❑ OTHER ❑ SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXIST'G TOTAL NEW GEN SALES NEW 9432 1772 1354 12,558 EXIST'G 0 0 0 0 FOOD MART NEW 900 900 EXIST'G 0 0 RX NEW 723 723 EXIST'G 0 0 RX WAIT'G NEW 204 204 EXIST'G 0 0 1 HOUR PHOTO NEW 435 435 EXIST'G 0 0 LIQUOR NEW EXIST'G 0 0 0 0 BSMT NEW EXIST'G 0 0 0 2ND FLOOR NEW EXIST'G 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXSTG 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT. RX SHELVING LINEAL FEET: 92 LN.FT. NO, I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION �"'Sro�At F/y WAS PREPARED BY ME OR 4 ��G1ST UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE OF STATE OF UTAH AS SIGNIFIED �.{. BY MY HAND AND SEAL. W �� STORE NUMBER 09974 PROJECT NAME WALGREENS STORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE COOLER /FREEZER WIRING DIAGRAMS CADD PLOT: SCALE AS SHOWN DRAWING NO, DRAWN BY: BNA VOID PLOT: 05142A DATE: 05 -03 -05 E 4m5 SUPERSEDES PLAN DATED: REVIEWED BY: RLW m I n a � � a J r COOLER DOOR WIRING (5 —DOOR SECTION), LIGHT SWITCH K K -. ELF 01R 4 ELF 01R R 4 ELF 01R Ballast 5 R 5 Ballast 5 R 5 Ballast 2 -LAMP BALLAST j j2 -LAMP BALL AST 6 62 -LAMP BALL J DOOR SOCKET CONNECTOR COOLER 4 -DOOR SECTION (GLASS DOOR HEATER) To 11p PANEL V "LP -3" W/R -E CIRCUIT NO.14 13.62 AMPS. GND T0. - FRAME - CHASSIS DOOR SOCKET CONNECTOR COOLER 5 -DOOR SECTION (GLASS DOOR HEATER) lamommmatTe Me= AST J DOOR SOCKET CONNECTOR COOLER 4 -DOOR SECTION (GLASS DOOR HEATER) To 11p PANEL V "LP -3" W/R -E CIRCUIT NO.14 13.62 AMPS. GND T0. - FRAME - CHASSIS DOOR SOCKET CONNECTOR COOLER 5 -DOOR SECTION (GLASS DOOR HEATER) lamommmatTe Me= DOOR LIMIT SWITCH DETAIL SIDE ANGLE DOOR LIMIT S BRACKET NOT DOOR LIMIT S SQ.D CAT.# A WITH CAT.# ZCK -DO6 CAT WHISKER STEEL ROD HEAD (NOTE 1) TO TERMINALS 9 & 10 ON INTELLI SWITCH. (NOTE 3) DOOR BOTTOM RAIL (SHOWN WITH DOOR IN OPEN POSITION) NOTES: 1. DOOR LIMIT SWITCH SHALL BE SUPPLIED WITH AIR CURTAIN AND INSTALLED BY ELECTRICAL CONTRACTOR. 2. BRACKET FOR DOOR LIMIT SWITCH SHALL BE ATTACHED TO SIDE ANGLE AND FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 3. BRACKET AND DOOR LIMIT SWITCH SHALL BE POSITIONED NEAR TOP OF THE DOOR. WHEN DOOR IS FULLY OPEN DOOR LIMIT SWITCH ROD SHALL BE ACTUATED BY DOOR BOTTOM RAIL. DOOR LIMIT SW; ''-H NORMALLY OPEN CONTACT SHALL CLOSE AND START OPERAi N OF AIR CURTAIN EQUIPMENT. DOOR LIMIT SWITCH SHALL BE WIRED TO TERMINAL,"; 9 AND 10 ON INTELLI SWITCH. 1L1 ill 1L3 t1114 tH tH 1 CRH15 CRH1 CRH1 l j AIR CURTAIN WIRING DIAGRAM (WITH ELECTRIC HEATERS) 120 208 TCO (TYP.) CRH 14 CRH15 DISPLAY BOARD -+�- -- PROX SPEED SENSOR MASTER SLAVE INPUT BUILT IN THERMOSTAT MASTER /SLAVE OUTPUT BLK f A ,I N WHT 230 0 BLK HTR BLK HTR BLU DR SW BLU ----- ORG TSTAT�OR( N 0 X 41 .P 0 MTR 1 MTR 2 MTR 3 6 IntelliSwitch CONTROLLER �]_ — — -o'::::j — — DOOR LIMIT SWITCH (SEE DETAIL ON RIGHT) g O V 10 KW ELECTRIC HEATER 10 KW ELECTRIC HEATER NOTES: 1. AIR CURTAIN IS FURNISHED WITH TEMPERATURE DIODE TYPE SENSOR FACTORY PREWIREO TO INTELLI SWITCH. SENSOR MEASURES OUTSIDE AIR TEMPERATURE. SENSOR SHALL BE LOCATED OUTSIDE AND ATTACHED TO EXTERIOR BUILDING WALL WITH BRACKET BY ELECTRICAL CONTRACTOR. 2. SEQUENCE OF OPERATION: o. WHEN DOOR MOVES IN FULLY OPEN POSITION AND DOOR SWITCH IS ACTUATED, FAN TURNS ON. HEATERS SHALL ALSO TURN ON IF OUTSIDE TEMPERATURE IS BELOW WF. b. WHEN DOOR START MOVING DOWN AND DOOR SWITCH IS RELEASED, FAN AND HEATERS SHALL TURN OFF WITH ONE (1) MINUTE TIME DELAY, 3. CONTROLLER FACTORY DEFAULT SETTINGS: o. TERMPERATURE: 5TF. b. OFF TIME DELAY: 1 MINUTE 4. DIP SWITCH SETTINGS: 21 •• AMBIENT RANGE SETTING: 1050 RPM - FULL VOLTAGE ON 21 • ELECTRIC HEAT RANGE SETTING: • 1250 RPM - FULL VOLTAGE ON 1 • FULL VOLTAGE SETTING - • NO SPEED CONTROL ON LEGEND: FACTORY WIRING ------- -- - --- FIELD WIRING W" FACILITIES PLANNING, DESIGI 106 WILMOT RC' DEERFIELD, IL 600' PROJECT DAT, TYPE GENERAL SALES NEW LOCATION PHARMACY NEW LOCATION ❑ 1 HOUR PHOTO ■ 2. EXIST'G BLDG REMODEL ❑ LIQUOR ❑ 1 01 SQUARE FOOT AREA SUMM. DEPARTMENT SALES STOCK SERVICE EXI GEN NEW 9432 1772 1354 1 SALES EXIST'G 0 0 0 0 FOOD NEW 900 90(1 MART EXIST'G 0 0 NEW 723 723 RX EXISTG 0 0 RX NEW 204 204 WAIrG EXISrG 0 0 1 HOUR NEW 435 435 PHOTO EXISrG 0 0 NEW LIQUOR EXIST'G 0 0 0 0 NEW BSMT EXIST'G 0 0 0 2ND NEW FLOOR EXISrG 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXSrG 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT, RX SHELVING LINEAL FEET: 92 LN.FT. NO.1 DATE jBY FROM DESCRIPTION ICONST REVISIONS PANEL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION 'LP -2' WAS PREPARED BY ME OR S5 �4NAL CIRCUIT NUMBER CIRCUIT NUMBER I 1/3/5 I I I 7/9/11 I I 60A /3P NON FUSIBLE I �b����� X [•,� �_ �b NON-FUSIBLE - BY MY HAND AND SEAL. I i_ LOCAL DISCONNECT SWTICH L_ ����� _ _ LOCAL (DI CT SWTICH �� _.1 I _.l f 1L1 ill 1L3 t1114 tH tH 1 CRH15 CRH1 CRH1 l j AIR CURTAIN WIRING DIAGRAM (WITH ELECTRIC HEATERS) 120 208 TCO (TYP.) CRH 14 CRH15 DISPLAY BOARD -+�- -- PROX SPEED SENSOR MASTER SLAVE INPUT BUILT IN THERMOSTAT MASTER /SLAVE OUTPUT BLK f A ,I N WHT 230 0 BLK HTR BLK HTR BLU DR SW BLU ----- ORG TSTAT�OR( N 0 X 41 .P 0 MTR 1 MTR 2 MTR 3 6 IntelliSwitch CONTROLLER �]_ — — -o'::::j — — DOOR LIMIT SWITCH (SEE DETAIL ON RIGHT) g O V 10 KW ELECTRIC HEATER 10 KW ELECTRIC HEATER NOTES: 1. AIR CURTAIN IS FURNISHED WITH TEMPERATURE DIODE TYPE SENSOR FACTORY PREWIREO TO INTELLI SWITCH. SENSOR MEASURES OUTSIDE AIR TEMPERATURE. SENSOR SHALL BE LOCATED OUTSIDE AND ATTACHED TO EXTERIOR BUILDING WALL WITH BRACKET BY ELECTRICAL CONTRACTOR. 2. SEQUENCE OF OPERATION: o. WHEN DOOR MOVES IN FULLY OPEN POSITION AND DOOR SWITCH IS ACTUATED, FAN TURNS ON. HEATERS SHALL ALSO TURN ON IF OUTSIDE TEMPERATURE IS BELOW WF. b. WHEN DOOR START MOVING DOWN AND DOOR SWITCH IS RELEASED, FAN AND HEATERS SHALL TURN OFF WITH ONE (1) MINUTE TIME DELAY, 3. CONTROLLER FACTORY DEFAULT SETTINGS: o. TERMPERATURE: 5TF. b. OFF TIME DELAY: 1 MINUTE 4. DIP SWITCH SETTINGS: 21 •• AMBIENT RANGE SETTING: 1050 RPM - FULL VOLTAGE ON 21 • ELECTRIC HEAT RANGE SETTING: • 1250 RPM - FULL VOLTAGE ON 1 • FULL VOLTAGE SETTING - • NO SPEED CONTROL ON LEGEND: FACTORY WIRING ------- -- - --- FIELD WIRING W" FACILITIES PLANNING, DESIGI 106 WILMOT RC' DEERFIELD, IL 600' PROJECT DAT, TYPE GENERAL SALES NEW LOCATION PHARMACY NEW LOCATION ❑ 1 HOUR PHOTO ■ 2. EXIST'G BLDG REMODEL ❑ LIQUOR ❑ 1 01 SQUARE FOOT AREA SUMM. DEPARTMENT SALES STOCK SERVICE EXI GEN NEW 9432 1772 1354 1 SALES EXIST'G 0 0 0 0 FOOD NEW 900 90(1 MART EXIST'G 0 0 NEW 723 723 RX EXISTG 0 0 RX NEW 204 204 WAIrG EXISrG 0 0 1 HOUR NEW 435 435 PHOTO EXISrG 0 0 NEW LIQUOR EXIST'G 0 0 0 0 NEW BSMT EXIST'G 0 0 0 2ND NEW FLOOR EXISrG 0 0 0 TOTAL NEW 11,694 1772 1354 14,820 TOTAL EXSrG 0 0 0 0 TOTAL AREA: FIRST FLOOR 14,820 SQ.FT. TOTAL AREA: OTHER LEVELS 0 SQ.FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,820 SQ.FT, RX SHELVING LINEAL FEET: 92 LN.FT. NO.1 DATE jBY DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR S5 �4NAL UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED 8 3 3 ARCHITECT OR ENGINEER / UNDER THE LAWS OF THE STATE OF UTAH AS SIGNIFIED Orr BY MY HAND AND SEAL. 9 ' 9 Y UI - I r STORE NUMBER 09974 PROJECT NAME E0' C . ; w o .- o/ N � . Q O Ll o a Zv V 0 o O a i mw WALGREENS SWORE (SWC) 2ND EAST & MAIN ST REXBURG, ID DRAWING TITLE AIR CURTAIN WIRING DIAGRAMS CADD PLOT: SCALE AS SHOWN DRAWING NO. DRAWN BY: BNA VOID PLOT 05142A DA TE: 05 -03 -05 E4n6 E. SUPERSEDES PLAN DATED: REVIEWED BY: RLW i { DOOR LIMIT SWITCH WIRING