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HomeMy WebLinkAboutSITE PLANS - 08-00500 - Electrical Wholesale Supply Co - SignA NEW AND WAREHOUSE FOR: ! 1 ELECTRICAL WHOLESALE SUPPLY CO.,INC. CODE ANALYSIS GOVERNINES: SYMBOLS LEGEND T%1 IBC, IMC, NEC, UPC AND ICC /ANSI A117.1 DETAI DETAIL NUMBER om I SITE, GRADING AND DRAINAGE PLAN CONSTRUCTION TYPE: JQ BREAK LINE TYPE V - B 100% AUTOMATIC FIRE SPRINKLERED REVISION TAG BUILDING OCCUPANCY CLASSIFICATION (SECT 302): DETAIL TITLE TAG ARCHITECTURAL .�1' - � WAREHOUSE ARCHITECTURAL SITE PLAN " SCALE: ?" = 1' -0" B BUSINESS SECTION NUMBER MAIN LEVEL FLOOR PLAN M MERCANTILE CLEARSTORY PLAN - WALL TYPES A2.1 BUILDING AREA BY OCCUPANCY CLASSIFICATION: ACTUAL SF 2G",� WAREHOUSE 5,142 SQ.FT, 1 WALL SECTIONS SEE SHT. A3.1 FOR TYPES M v COUNTER AREA 1,445 SQ.FT. B OFFICES 854 SQ.FT. B OFFICES /ACCESSORY AREA 436 SQ.FT. TOTAL ALL OCCUPANCIES 7,877 SQ.FT. TOTAL ALLOWABLE MOST RESTRICTIVE _ TOTAL ACTUAL SF= BUILDING AREA BASED ON NON - SEPERATED USES (SECTION 302.3.1) ALLOWABLE AREA AND HEIGHTS ARE BASED ON THE MOST RESTRICTIVE USE. DIFFERENT USES ARE NOT SEPARATED BY FIRE BARRIERS FIRE RESISTANCE HOUR - RATING FOR BUILDING ELEMENTS (TBL 601): TYPE V -B, ALL ELEMENTS - 0 -HR 9,000 7,877 EXTERIOR WALL FIRE RESISTANCE HOUR - RATING BASED ON DISTANCE SEPARATION (TBL 602): TYPE V -B, > 30' FIRE SEPARATION DISTANCE 0 TYPE V -B, < 30' FIRE SEPARATION DISTANCE > 10' FIRE SEPARATION DISTANCE 0 BUILDING IS NO CLOSER THAN 10 FEET TO ANY PROPERTY LINE. OCCUPANT LOAD: AREA FACTOR OCCUPANTS EXITS REQ'D EXITS PROVIDED OFFICES 854 100 /SF 9 1 1 DISPLAY AREA 1,445 30 /SF 48 1 1 WAREHOUSE 5,142 500 /SF 10 1 2 ACCESSORY USE 436 NA BUILDING TOTAL 67 4 EGRESS WIDTH 67 x .15 = 10.0" REQUIRED - 108" PROVIDED TRAVEL DISTANCE 250' MAXIMUM - 86' ACTUAL FIRE FLOW do FIRE HYDRANT CALCULATION: REQUIRED: 2,500 GPM - 2 HOUR DURATION 2006 IFC SECTION B105.5, EXCEPTION: REDUCE FIRE FLOW TO 1,500 GMP WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM REQUIRED: 1 FIRE HYDRANT FOR FIRE FLOW OF 1,750 GMP OR LESS. 1 FIRE HYDRANT PROVIDED AT SOUTH -EAST CORNER OF SITE. CODE ANALYSIS PLAN N.T.S. VICINITY MAP CONSULTANTS CIVIL ENGINEERS: ELLSWORTH & ASSOCIATES, PLLC 253 1st STREET IDAHO FALLS, IDAHO 83401 TELEPHONE: (208) 522 -5414 FAX: (208) 523 -2614 LANDSCAPE: STRUCTURAL ENGINEERS: MECHANICAL ENGINEERS: ELECTRICAL ENGINEERS: DAVID WEAVER & ASSOCIATES 1605 S. WOODRUFF AVENUE IDAHO FALLS, IDAHO 83401 TELEPHONE: (208) 529 -9504 FAX: (208) 232 -1435 ES 2905 E 49 NORTH IDAHO FALLS, IDAHO 83402 TELEPHONE: (208) 552 -9874 FAX: (208) 552 -9302 ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 TELEPHONE: (208) 233 -0501 FAX: (208) 233 -0529 PAYNE ENGINEERING INC. 107 SOUTH 18th AVENUE POCATELLO, IDAHO 83201 TELEPHONE: (208) 232 -4439 FAX: (208) 232 -1435 DRAWING INDEX SYMBOLS LEGEND T%1 TITLE SHEET DETAI DETAIL NUMBER I SITE, GRADING AND DRAINAGE PLAN N o JQ BREAK LINE A REVISION TAG - -- - -- - -- DETAIL TITLE TAG ARCHITECTURAL AO.1 ARCHITECTURAL SITE PLAN " SCALE: ?" = 1' -0" PAGE NUMBER SECTION NUMBER MAIN LEVEL FLOOR PLAN A1.2 CLEARSTORY PLAN - WALL TYPES A2.1 BUILDING SECTION TAG All ROOF TYPE TAG ELEVATION DETAIL NUMBER PAGE NUMBER WALL SECTIONS SEE SHT. A3.1 FOR TYPES - ELEVATION TITLE TAG WALL SECTIONS A4.5 WALL SECTIONS SCALE: ?" = 1' -0" L_�__ MILLWORK, TOILET ROOM ELEVATIONS A6.1 ROOM'"` -ROOM NAME WINDOW / FINISH SCHEDULES PAGE NUMBER - CEILING TYPE (�� ROOM NAME TAG crf CEILING TAG v _ROOM NUMBER HEAD DETAIL NUMBER CEILING HEIGHT FOUNDATION PLAN S2.1 -- HEAD DETAIL TAG TYPICAL DETAILS S3.2 TYPICAL DETAILS SCALE: 1' -0" ?" = PAGE NUMBER DETAIL NUMBER ROOF FRAMING DETAILS SECTION NUMBER WALL SECTION TAG ROOF FRAMING DETAILS DETAIL TAG MECHANICAL PAGE NUMBER JAMS DETAIL NUMBER PAGE NUMBER M1.3 SCHEDULES AND DETAILS -- - -- -- JAMB DETAIL TAG ELECTRICAL E -1 ELECTRICAL SITE PLAN, NOTES AND SCHEDULES SCALE: ?" = 1' -0" PAGE NUMBER O DOOR TAG �0 WALL TYPE TAG MODICON CONTROL SYSTEM DETAILS SEE SHT, A3.1 FOR TYPES S S DETAIL NUMBER � WINDOW TAG - . -- SECTION TITLE TAG DRAWING NOTE O SCALE: ?" = 1' -0" PAGE NUMBER W SILL DETAIL NUMBER ELEVATION TAG H� -- SILL DETAIL TAG • SCALE' ?" 1' -0" --PAGE NUMBER FLOOR TYPE TAG TITLE -- - - MAIN TITLE TAG w SCALE: ?" = 1' -0" r W <� _� NORTH ARROW N W ELEV. 100' -0" -- - -- ELEVATION HEIGHT TAG FINISHED FLOOR DRAWING INDEX GENERAL T%1 TITLE SHEET Z WU rr 3 CIVIL C1 SITE, GRADING AND DRAINAGE PLAN N o JQ LANDSCAPE L1.1 LANDSCAPE PLANTING PLAN co e--I N ARCHITECTURAL AO.1 ARCHITECTURAL SITE PLAN AO.2 SITE DETAILS A1.1 MAIN LEVEL FLOOR PLAN A1.2 CLEARSTORY PLAN - WALL TYPES A2.1 EXTERIOR ELEVATIONS All CROSS SECTIONS A4.1 WALL SECTIONS A4.2 WALL SECTIONS A4.3 WALL SECTIONS A4.4 WALL SECTIONS A4.5 WALL SECTIONS A5.1 MILLWORK, TOILET ROOM ELEVATIONS A6.1 DOOR TYPES AND DETAILS A6.2 WINDOW / FINISH SCHEDULES A7.1 REFLECTED CEILING PLAN A8.1 ROOF PLAN AND DETAILS STRUCTURAL SO.1 GENERAL STRUCTURAL NOTES SO.2 GENERAL STRUCTURAL NOTES S1.1 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.1 TYPICAL DETAILS S3.2 TYPICAL DETAILS S4.1 FOUNDATION DETAILS S5.1 ROOF FRAMING DETAILS S5.2 ROOF FRAMING DETAILS MECHANICAL MIA FLOOR PLAN - PLUMBING M1.2 FLOOR PLAN - MECHANICAL M1.3 SCHEDULES AND DETAILS ELECTRICAL E -1 ELECTRICAL SITE PLAN, NOTES AND SCHEDULES E -2 MAIN LEVEL PLAN - LIGHTING E -3 MAIN LEVEL PLAN -POWER E -4 MODICON CONTROL SYSTEM DETAILS p� rn WU M Cj C-,(Srj 1 86' SQ.FT. 13,500 Z WU rr 3 < w Uw N o JQ w 2 I- Q < co e--I N 0 0 C\2 i Q � as b MM MM '2 o 1� w c' 2 , h SHEET. - ,,., I _ P X 1'1 l k ..,...�......_ .. 11TS0 1 ALLOWABLE SF Cj C-,(Srj 1 86' SQ.FT. 13,500 SQ.FT. 9,000 SQ.FT. � O UO co e--I 0 0 C\2 i SHEET. - ,,., I _ P X 1'1 l k ..,...�......_ .. 11TS0 1 ALLOWABLE SF Cj C-,(Srj 1 86' SQ.FT. 13,500 SQ.FT. 9,000 SQ.FT. � O W o Q � W W f24 O W H� w r W I W SHEET. - ,,., I _ P X 1'1 l k ..,...�......_ .. 11TS0 1 ALLOWABLE SF Cj C-,(Srj 1 86' SQ.FT. 13,500 SQ.FT. 9,000 SQ.FT. 9,000 SQ.FT. Lk Ellsworth & Associates, PLLC Engineers & Land Surveyors FOLIND ,, - 8 " IRON ROD 7- BN 1 ELEV. 4820.00 HEAD V x x TOPOGRAPHIC SURVEY AIRPORT COMMERCIAL PARK LOT 3, BLOCK 2 PART OF SECTION 24, TOWNSHIP 6 NORTH RANGE 39 EAST OF THE BOISE MERIDIAN MADISON COUNTY, IDAHO N.T.S. CITY OF REXBURG PLAN REVIEW EI BER OP) I-OUND I `2 IRON ROD PROPERTY LEGAL DESCRIPTION LOT 3, BLOCK 2 AIRPORT COMMERCIAL PARK MADISON COUNTY, IDAHO L L UL NL: 8c NOTES —x—x— FENCE LINE 10' UTILITY EASEMENT B WA TER VA L VE Q MA N1--1 0/ R FIRE HYDRANT Electric Date Fire Sewer Water Sanitation Engineering Administrator City Engineer Zoning Administrator Plans Examiner Building Official NAME ADDRESS PHONE OWNER ZIP TOPOGRAPHIC SURVEY AIRPORT COMMERCIAL PARK FILE NO. DATE PLOTTED: SHEET NO. 11/08/07 SCALE: 1" = 30' 1 of 1 AIRPORT COMMERCIAL PARK SECTION 24, T. 6 N., R. 39 E. B.M. MADISON COUNTY, IDAHO Job No, 3701 Sht. 1 of 1 Scale: 1 " =30' Date: NOV. 2007 Drawn By: C. S.R. 208 522 541 n rr VICINITY MAP AIRPORT COMMERCIAL PARK N 1ST N. STREET H- MAIN STREET = w N.T.S. CITY OF REXBURG PLAN REVIEW EI BER OP) I-OUND I `2 IRON ROD PROPERTY LEGAL DESCRIPTION LOT 3, BLOCK 2 AIRPORT COMMERCIAL PARK MADISON COUNTY, IDAHO L L UL NL: 8c NOTES —x—x— FENCE LINE 10' UTILITY EASEMENT B WA TER VA L VE Q MA N1--1 0/ R FIRE HYDRANT Electric Date Fire Sewer Water Sanitation Engineering Administrator City Engineer Zoning Administrator Plans Examiner Building Official NAME ADDRESS PHONE OWNER ZIP TOPOGRAPHIC SURVEY AIRPORT COMMERCIAL PARK FILE NO. DATE PLOTTED: SHEET NO. 11/08/07 SCALE: 1" = 30' 1 of 1 AIRPORT COMMERCIAL PARK SECTION 24, T. 6 N., R. 39 E. B.M. MADISON COUNTY, IDAHO Job No, 3701 Sht. 1 of 1 Scale: 1 " =30' Date: NOV. 2007 Drawn By: C. S.R. 208 522 541 n rr SHRUB 3" DEEP LAYER OF TOP DRESSING MULCH PLANT LIST TOPSOIL SUBSOIL FERTILIZER TABLET PLANTING MIX SHRUB PLANTING DETAIL, TYP NOT TO SCALE TOP DRESSING MULCH 3" DEEP IN SHRUB AREAS . 4" COMPACTED GRAVEL WHERE MOW STRIP MEETS WALK OR CONCRETE, RAMP UP TO MEET GRADE OF CONCRETE IN 10' LONG RAMP CONCRETE MOW STRIP BETWEEN LAWN AND SHRUBS. TYP LANDSCAPE BOULDER, INSTALL SO THAT APPROXIMATELY 1/3 OF BOULDER IS BENEATH SURFACE BACKFILL MIX TREE STAKE PAPER TREE WRAP PLASTIC TREE WRAP MULCH, 3" DEEP FERTILIZER TABLETS PLANTING MIX REMOVE TWINE AND TOP 1/3 OF BURLAP DFCIDH0U TRFF PI ANTIN[. DFTAII TYP LANDSCAPE BOULDER DETAIL_ TYP REMOVE TWINE AND TOP 1/3 OF BURLAP CONCRETE MOW STRIP 6 "X 6" 3" DEEP LAYER OF TOP DRESSING MULCH FERTILIZER TABLETS PLANTING MIX 18" DEEP MIN IN 4'-6" DIAMETER CIRCLE EVERGREEN TREE PLANTING DETAIL, TYP NOT TO SCALE LANDSCAPE PLAN SCALE: 1" = 20' -0" Quant Key Botanical Name TREES 2 1 2 5 2 6 FP GS MQ PB DK DV 4 Plii!mblawy 09 -17 —OB COPYRIGHT WEAVER & ASSOCIATES PA. DESIGN AND DRAWINGS NOT TO BE REUSED WITHOUT WRITTEN PERMISSION OF WEAVER & ASSOCIATES PA. THE PROFESSIONAL SERVICES OF WEAVER & ASSOCIATES PA ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF THE ARCHITECT NO CONTRACTUAL OBLIGATION IS ASSUMED BY WEAVER & ASSOCIATES PA FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT. L1.1 Fraxinus americana 'Autumn Purple' Gleditsia triacanthos'Skyline' Malus 'Radiant' Picea pungens Pinus aristata Pinus f. 'Fastigiata Glauca Vanderwolf Tilia cordata 'Greenspire' - is t. 'Atropurpurea Nana' s alba 'Ivory Halo' ,arpus opulifolius'Monlo' illa fruticosa 'Klondike' > cistena a bumalda'Anthony Waterer' a bumalda'Gold Flame' a vulgaris 'Beauty of Moscow' a vulgaris 'Chas Joly' x -media 'Dark Green Spreader' agrostis acutiflora 'Karl Foerster' Autumn Purple White Ash Skyline Honeylocust Radiant Flowering Crab Colorado Spruce Bristlecone Pine Vanderwolf Limber Pine Greenspire Linden Common Name SHRUBS Crimson Pygmy Barberry Variegated Tatarian Dogwood Monlo Ninebark Klondike Cinquefoil Purple Sand Cherry Anthony Waterer Spiraea Gold Flame Spiraea Beauty of Moscow Lilac Chas Joly Lilac Dark Green Spreading Yew GROUNDCOVER Karl Foerster Feather Reed Grass LEND AREA OF GRAVEL MULCH: 1 -1/4 WASHED RIVER ROCK AREA OF COLORED GRAVEL MULCH: IDAHO TRAVERTINE 1 -1/4 COLORED MIX Size 11 � d�f 5 v f� 2" B &B G P �,aT 2" B &B 1 -1/4" 15 al. 0 9 5 gal. 12 -18" 5 gal. 18-24" 5 gal. 18-24" 5 gal. 12 -18" 5 gal. 18-24" 5 gal. 12 -18" 5 gal. 12 -18" 5 gal. 18-24" 5 gal. 18-24" 5 gal. 18-24" 1 gal. LANDSCAPE BOULDERS: OBTAIN FROM KCA TRANSPORT, CACHE VALLEY, UTAH, (435) 881 -0128 TYPE: SANDSTONE, COLOR: PREDOMINANTLY PURPLE, SIZES: 2 @ T DIA, 2 @ 4' DIA, 1 @ 5' DIA �o a> 0 b O b �i �o O n2 b Q � O °w C-) �, OO O � � T a � f ' V �D E-+ � � a W �D U wow w �C Z L1.1 Fraxinus americana 'Autumn Purple' Gleditsia triacanthos'Skyline' Malus 'Radiant' Picea pungens Pinus aristata Pinus f. 'Fastigiata Glauca Vanderwolf Tilia cordata 'Greenspire' - is t. 'Atropurpurea Nana' s alba 'Ivory Halo' ,arpus opulifolius'Monlo' illa fruticosa 'Klondike' > cistena a bumalda'Anthony Waterer' a bumalda'Gold Flame' a vulgaris 'Beauty of Moscow' a vulgaris 'Chas Joly' x -media 'Dark Green Spreader' agrostis acutiflora 'Karl Foerster' Autumn Purple White Ash Skyline Honeylocust Radiant Flowering Crab Colorado Spruce Bristlecone Pine Vanderwolf Limber Pine Greenspire Linden Common Name SHRUBS Crimson Pygmy Barberry Variegated Tatarian Dogwood Monlo Ninebark Klondike Cinquefoil Purple Sand Cherry Anthony Waterer Spiraea Gold Flame Spiraea Beauty of Moscow Lilac Chas Joly Lilac Dark Green Spreading Yew GROUNDCOVER Karl Foerster Feather Reed Grass LEND AREA OF GRAVEL MULCH: 1 -1/4 WASHED RIVER ROCK AREA OF COLORED GRAVEL MULCH: IDAHO TRAVERTINE 1 -1/4 COLORED MIX Size 11 � d�f 5 v f� 2" B &B G P �,aT 2" B &B 1 -1/4" 15 al. 0 9 5 gal. 12 -18" 5 gal. 18-24" 5 gal. 18-24" 5 gal. 12 -18" 5 gal. 18-24" 5 gal. 12 -18" 5 gal. 12 -18" 5 gal. 18-24" 5 gal. 18-24" 5 gal. 18-24" 1 gal. LANDSCAPE BOULDERS: OBTAIN FROM KCA TRANSPORT, CACHE VALLEY, UTAH, (435) 881 -0128 TYPE: SANDSTONE, COLOR: PREDOMINANTLY PURPLE, SIZES: 2 @ T DIA, 2 @ 4' DIA, 1 @ 5' DIA �o a> 0 b O b �i �o O n2 b Q � O I k= , WEAVER & ASSOCIATES PA LANDSCAPE ARCHITECTURE LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208) 529 -9504 �, OO O CQ T � f ' V �D I k= , WEAVER & ASSOCIATES PA LANDSCAPE ARCHITECTURE LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208) 529 -9504 FOUND 5/8 " IRON ROD TEM ELEV. 4820.00' O (E) HEAD WALL 0 N w e ml y �h g r to $ m z I� w im w a_ I a O N (E) FIBER OPTICS FOUND 7 " IRON ROD — n 1 IL (E) IRRIGATION DITCH TO REMAIN AS -IS. 1 N8c7 °47'40 "E LOT3ft, BLOCK 2 74 SQ. FT. - 1.71 ACRES 6' MASONRY WALL K N C 0. A0. I FOUND 7 " IRON ROD 1 ° 0 C� INSTALL FR. DRAIN GR 18.2 SW 12' INV 12.60 80T. 10.2 LOT 3 I� ROAD BASE 0. ROAD BASE F1 M-14. W/'OPEN GR 18.0 � DUMPSTER 0. SW 12' INV 12.76 �� ENCLOSURE I PIPE BOLLARDS, TYPICAL , 0 •ti0 •��� A0. c� 0 O 30'-0" WIDE ROLL GA E 0 ° _... x ° c 9 0 44' -5" 18' - 0" dmlIr. 18' -b" oQ � O ro = 17.2 �O LOT2 8' -0" TALL CHAIN LINK FENCE. TYPICAL SNOW STORAGE 1325 SF uj V_ z z Q • 1s, stub uP o (E) UTILITY \ o EASEMENT ON 1 o :ti " (E) CATM BASIN f v ( CJ MANHULC Qj LIGHT POLE AREA ,�� (E) IN OR TCH BASIN _ 6 "WATER LINE-- !� `b 0 0 Sim �� D (E) WATER STUB C I ®� ' I I : ' ' ' • , SNOW STORAGE •�. S8q'4q'44 "W E GA GA - GA GAS— GAS— GAS— GAS— ' 1104 SF ' ' X (E) TRANSFM a, (E) FIRE HYDRANT g 1 WIDE SWING GATE 8$ ASPHALT g -- -.'` -� -- - - - -- - - - - -- COO SSq °50'47 "W 116.14' CONCRETE CURB AND GUTTER �_ 11 ��� E L - 1q 8 (E) WATER V -0" TALL CHAIN 4• 0• LINK FENCE. TYPICAL (E) PHONE 50, END CHAIN LINK FENCE LOT4 tK SITE PLAN SCALE: I" • 20' -0" I I � I ON AL t 14 ���ST ER F 6269 0 loe" i f Of � 4 . �� OwWP 0 10' 20' 40' SCALE:1 "= 20' -0' SI'Z'E PLAN O ELECTRICAL WHOLESALE Job rn 37 1 SUPPLY CO., INC. Q I ` I 3 REXBURG, IDAHO (A O Scale: 1 = 20 Date: JAN. 2008 Ellsworth & Associates, PLLC Drawn B C.S.R. adfile: 371 208 522 5414 Fax 208 523 2614 253 1st Street, Idaho Falls, ID. 83401 Engineers &Land Surveyors BUSINESS SERVICES: 3/1,000 Z n 1,290 = 3.8 RETAL TRADE: 1/1,000 SF 1,445 = 1.4 REQUIRED DRAIN SWALE 4572 x .5 = 15.4 { 2 RTC i ^4. c 0) 2 HC SNOW STORAGE: SI'Z'E PLAN O ELECTRICAL WHOLESALE Job rn 37 1 SUPPLY CO., INC. Q WU a 3 REXBURG, IDAHO (A O Scale: 1 = 20 Date: JAN. 2008 Ellsworth & Associates, PLLC Drawn B C.S.R. adfile: 371 208 522 5414 Fax 208 523 2614 253 1st Street, Idaho Falls, ID. 83401 Engineers &Land Surveyors F- (3) M O �� LI rn 32,416 SF BUILDING SIZE: Q WU a 3 U� (A O _j W �� E N O z q WHOLESALE TRADE: 2/1,000 SF. Z` i C • c O v ft� q � o SHEET: X X SIM RIDGE 18' -0" 44 ' F 0. VALVES I o 4 m OC I I n $ n � 0' -0" SITE INFORMATION ZONE: PAVED /CONCRETE AREA: LI TOTAL 32,416 SF BUILDING SIZE: 3,241 SF PROVIDED: TOTAL AREA: 7,877 SF LOT COVERAGE: PARKING REQUIREMENTS: AREA: 40,293 SF E N O z q WHOLESALE TRADE: 2/1,000 SF. Z` BUSINESS SERVICES: 3/1,000 00 o 1,290 = 3.8 RETAL TRADE: 1/1,000 SF 1,445 = 1.4 REQUIRED DRAIN SWALE 4572 x .5 = 15.4 ACTUAL 34 CARS c 0) 2 HC SNOW STORAGE: PAVED PARKING AREA: 23,950 REQUIRED 23,950 x 10% = 2,395 SF PROVIDED: 2,489 SF ti q ti O U w W �D A--i oQ.., w Cn <11' Q� a w �D W � W 0 w -�C I~ w SHEET: X X SIM RIDGE 18' -0" 44 ' F 0. VALVES I o 4 m OC I I n $ n � 0' -0" SITE INFORMATION ZONE: PAVED /CONCRETE AREA: LI TOTAL 32,416 SF BUILDING SIZE: 3,241 SF PROVIDED: TOTAL AREA: 7,877 SF LOT COVERAGE: PARKING REQUIREMENTS: AREA: 40,293 SF ACTUAL LOT SIZE: WHOLESALE TRADE: 2/1,000 SF. 5,142 = 10.2 BUSINESS SERVICES: 3/1,000 SF 1,290 = 3.8 RETAL TRADE: 1/1,000 SF 1,445 = 1.4 REQUIRED DRAIN SWALE 4572 x .5 = 15.4 ACTUAL 34 CARS 2 HC SNOW STORAGE: PAVED PARKING AREA: 23,950 SF REQUIRED 23,950 x 10% = 2,395 SF PROVIDED: 2,489 SF LANDSCAPE AREA: PAVED /CONCRETE AREA: 32,416 SF TOTAL 32,416 SF REQUIRED 32,416 x 10% = 3,241 SF PROVIDED: 8,965 SF LOT COVERAGE: BUILDING /PAVED /CONCRETE AREA: 40,293 SF ACTUAL LOT SIZE: 74,543 SF ACTUAL LOT COVERAGE 54% STORM WATER STORAGE REQ'D VOLUME REQ'D 74,543 x 1.3 x = 8075 C.F. DRAIM ROCK 4,572 x 3.5 = 16,002 C.F. x .4 = 6401 USING 40% VOID DRAIN SWALE 4572 x .5 = 2286 C.F. 6401 C,F, + 2286 C.F. = 8687 C.F. > 8075 C.F. ALL SITE WORK TO BE CONSTRUCTED TO CITY OF REXBURG STANDARDS N •`�' CONTOURS SHOWN ARE EXISTING INDICATES NEW SPOT ELEVATION INDICATES STORM WATER STORAGE AREA a INDICATES SNOW STORAGE AREA METAL CAP O FILL WITH CONCRETE 6" STANDARD PIPE x 7' -0" LONG SET IN CONCRETE PAINT PIPE BOLLARDS -GRADE LINE ° ca \ I. a v L --- - - - °- -T -.T ' -6" DIA. CONCRETE c' DET A SCALE: 314" - 1' -0" A0.2 :ONCRETE CURB n r-- FINISH GRADE ° 6' STANDARD PIPE FILLED WITH CONC. u4 BAR WELD DETAI L B SCALE: 3/4" 11 -0" A0.2 O 16" TALL AT SIM DETAIL DETAIL SCALE: 314" to u 1' -6" DETAIL H SCALE: 3/4" MFR STONE CAPSTONE BOND BEAM W/ #4 CONT, 32" OC c sty VERT, 4' -0" OC 8" CMU EL 1q' T.O. FOUNDATION r r � - 8" CONCRETE W/ #4 VERT AT 18" ON CENTER AND #4 14ORZ AT 12" ON CENTER ° EL 15.5' — T.O. FOOTING (2) #4 CONT. _ DETAIL � _ SCALE: 1/2" - i' -0" A0.2 SPLIT FACE BLOCK COLOR: NATURAL FINISH GRADE PLAN DIM 4" CONCRETE WALKWAY 6" COMPACT GRANULAR BASE DETAIL o SCALE: 3/4 1' -0" A0,2 DETAIL SCALE:3 /4 " -1' -0" A0.2 i -SLOT, GROUND FACE BLOCK. COLOR - BLACK 0 0 .5' CONCRETE TOP F co TERM POST TENSI AND 1 12 "m c CONC DETAIL SCALE: 1/2" - 1' -0" A0.2 PROPERTY LINE WHERE OCCURS FIN. GRADE CHAIN LINK FENCE AT SIM DETAIL NOTE: LIP DOWN AT SIM DETAIL DETAIL E I SCALE: 3/4" - 1' -0" A0.2 _D ROCK D(TILE FABRIC ALL VD WASHED ROCK - TRANDS OF RAZOR AS PER FENCE UFACTURER SHEET i 0 24" O.C. MAX. E: VISION SLATS NOT WN FOR CLARITY POST 3 0 14" O.C. MAX. kIN LINK FENCE TRIG E OF FINISHED 4DE X 36" DEEP 4C. FOOTING ASPHALT PAVEMENT - CONCRETE CURB 4 GUTTER 3" ASPHALT 10" COMPACTED ROAD BASE 12" STRUCTURAL FILL D ETA I L F SCALE: 3/4" 10" COMPACTED ROAD BASE 12" STRUCTURAL FILL DETAIL F1 SCALE: 3/4" - 1' -0" A0.2 DETAIL M SCALE: 1/4" - 1' -0" A0.2 'IPE BOLLARD - TYPICAL 6" THICK CONCRETE PAD WITH #4 BARS AT 32" ON CENTER EACH WAY PAINT INSIDE OF TRASH ENCLOSURE. TYPICAL ~ M WU M 0) Z I li U 6 U� JQ / 4' y � a> � cz ' O a O N O UJ �t N q Rm O -C r 'ts 1 ^I 0 0 4r, tn � �o Jq C~ 6' CONCRETE STOOP REINFORCED W/ 1 /4 '/F T.. #4 AT 18 O.C. BOTH WAYS ° SEE PLANS FOR ° FINISH GRADE v Z t '. CONDITION. ;" tz.` nt HANDICAP PARKING #4 AT 16" O.C. SIGN - SEE SPECS I CENTERED (VERT 2 "0 STEEL POST °. 3 #4 GOVT. Iz.) SET IN CONCRETE _ - CROWN TOP OF 6" CONCRETE CONCRETE FRPSTWALL Z 30 DEEP A DETAIL O SCALE: 3/4" 1' - 0" A0.2 w to u 1' -6" DETAIL H SCALE: 3/4" MFR STONE CAPSTONE BOND BEAM W/ #4 CONT, 32" OC c sty VERT, 4' -0" OC 8" CMU EL 1q' T.O. FOUNDATION r r � - 8" CONCRETE W/ #4 VERT AT 18" ON CENTER AND #4 14ORZ AT 12" ON CENTER ° EL 15.5' — T.O. FOOTING (2) #4 CONT. _ DETAIL � _ SCALE: 1/2" - i' -0" A0.2 SPLIT FACE BLOCK COLOR: NATURAL FINISH GRADE PLAN DIM 4" CONCRETE WALKWAY 6" COMPACT GRANULAR BASE DETAIL o SCALE: 3/4 1' -0" A0,2 DETAIL SCALE:3 /4 " -1' -0" A0.2 i -SLOT, GROUND FACE BLOCK. COLOR - BLACK 0 0 .5' CONCRETE TOP F co TERM POST TENSI AND 1 12 "m c CONC DETAIL SCALE: 1/2" - 1' -0" A0.2 PROPERTY LINE WHERE OCCURS FIN. GRADE CHAIN LINK FENCE AT SIM DETAIL NOTE: LIP DOWN AT SIM DETAIL DETAIL E I SCALE: 3/4" - 1' -0" A0.2 _D ROCK D(TILE FABRIC ALL VD WASHED ROCK - TRANDS OF RAZOR AS PER FENCE UFACTURER SHEET i 0 24" O.C. MAX. E: VISION SLATS NOT WN FOR CLARITY POST 3 0 14" O.C. MAX. kIN LINK FENCE TRIG E OF FINISHED 4DE X 36" DEEP 4C. FOOTING ASPHALT PAVEMENT - CONCRETE CURB 4 GUTTER 3" ASPHALT 10" COMPACTED ROAD BASE 12" STRUCTURAL FILL D ETA I L F SCALE: 3/4" 10" COMPACTED ROAD BASE 12" STRUCTURAL FILL DETAIL F1 SCALE: 3/4" - 1' -0" A0.2 DETAIL M SCALE: 1/4" - 1' -0" A0.2 'IPE BOLLARD - TYPICAL 6" THICK CONCRETE PAD WITH #4 BARS AT 32" ON CENTER EACH WAY PAINT INSIDE OF TRASH ENCLOSURE. TYPICAL ~ M WU M 0) Z I li U 6 U� JQ / 4' y � a> � cz ' O a O N O UJ �t N q Rm O -C r 'ts 1 ^I 0 0 4r, tn � �o Jq C~ A0.2 0. TYPICAL K ELEVATION K SCALE: 1/2" U 134 w O O O v Z W O := nt b v �i H A0.2 0. TYPICAL K ELEVATION K SCALE: 1/2" U 134 w O O W b �i H Z C/D A O µ-I w O z� W 4 � SHEET: A0.2 0. TYPICAL K ELEVATION K SCALE: 1/2" .y ro 0 ID 7 ! .:i 00 N M N 01 3 .-i ri a 00 to S N M 1 N m 3 .-I Q n O M ti N O1 C . L 7 N N O L W i N L cu N O CL �_ � �_ __ __ PLAN DIMENSION FACE OF STUD TYPICAL 6— 'ING EL 118'-0" O KEYNOTES A7 C17CWA1w 2a COMPACTED GRAVEL 4" MINIMUM 2b COMPACTED GRANULAR FILL 3a CONCRETE FOUNDATION — SEE STRUCTURAL 3b CONCRETE FOOTING — SEE STRUCTURAL 3c CONCRETE SLAB 3d BOND BEAM 04 MASONRY ® MASONRY WALL 4b MASONRY LINTEL 4c 05 METALS 5a LINTEL ANGLE — SEE STRUCTURAL 5b METAL DECK 5c STEEL BEAM — SEE STRUCTURAL 5d STEEL COLUMN 5e STEEL JOISTS 5f STEEL ANGLE — SEE STRUCTURAL 06 WOOD 6a 2X6 6b 2X8 6c WALL SHEATHING 6d ROOF JOISTS 6e ROOF SHEATHING 6f WOOD LEDGER - SEE STRUCTURAL ® SOLID BLOCKING 07 THERMAL do MOISTURE PROTECTION 7a (2) LAYERS RIGID INSULATION R -38 TOTAL — VERIFY THICKNESS WITH ROOF MANUFACTURER, 7b RIGID INSULATION 7c 24 GA. PREFINISHED METAL CAP 7d METAL ROOF �e SINGLE PLY ROOFING MEMBRANE 7f 26 GA, PREFINISHED METAL FLASHING 7� R -38 RIGID INSULATION 7h BATT INSULATION 08 DOORS do IINNDOWS 8a HOLLOW METAL FRAME 8b ALUMINUM WINDOW ASSEMBLY 8C AUTOMATIC SLIDING DOOR 09 FINISHES 9a FINISHED 5/8* GYPSUM BOARD 9b GYPSUM BOARD SUSPENSION SYSTEM 9c ACOUSTICAL LAY -IN PANELS 90d CERAMIC TILE NOTE; SOME MATERIALS LISTED MAY NOT BE CALLED OUT ON DRAWING. SEE STRUCTURAL DRAWINGS FOR REINFORCING STEEL DETAIL cl V) Z - wC) < U_ J< / a� 'b n 0 3� W o LJ F- V) M o�p ao i A o a 0 0 `L a, c � o u SHEET A4.1 S SCALE: 314" = 1' -0" DETAIL S y B SCALE: 314" = 1' -0" A4.1 S SCALE: 3/4" = 1' —0" A4.1 SECTION y p SCALE: 3/4" : 1' —0" A4.1 w tom- U) QO O `� x W o ce) :,; .. O � z CO � Q O ti w O� 4 O A� a o ti SHEET A4.1 S SCALE: 314" = 1' -0" DETAIL S y B SCALE: 314" = 1' -0" A4.1 S SCALE: 3/4" = 1' —0" A4.1 SECTION y p SCALE: 3/4" : 1' —0" A4.1 w U) O(Z,O Q O w pox a O SHEET A4.1 S SCALE: 314" = 1' -0" DETAIL S y B SCALE: 314" = 1' -0" A4.1 S SCALE: 3/4" = 1' —0" A4.1 SECTION y p SCALE: 3/4" : 1' —0" A4.1 7c EL 120' -8 314" JOIST BEARING D ° a 5e EL 117' -4" HEAD HEIGHT 6"(3c 6" x 6" OPENINGS TYPICAL EL 113' -4" _ I a SILL HEIGHT ° I l o il EL 128' -0" T.O. CONCRETE 0 D_ 4A_ _E] ii OF NARENOUSE COUNTER AREA 102 101 r 12 3 1 -4 0 m 2'- 0"X2' -0" CONCRETE COLUMN 8c lI S EL 104' -0" e T.O. COLUMN CONCRETE COLUMN 3c) 6" EL 100' -0" FINISHED FLOOR II 3a Qa 7b 2" EL q 7'-O" T.O. FOOTING a a 3b 2"(7b ° a a ° a ° a ° EA V CHAMFER TYP. —/ DETAIL rD SCALE: 314' 1' -0" A4.2 4" SIDEWALK ° a �o ° Oo °oO O O� O Y - I II — IIII - �I II II — IIII — IIII IIII 2a 3a a a 3d a L J 6" FROST WALL 36" DEEP BEAM SEE STRUCTURAL LIGHT FIXTURE SEE ELECTRICAL 129a PAINTED STEEL LIGHT SHIELD WELDED TO BEAM 1/8" DIA WEEP HOLES AT 32' ON CENTER DETAIL rD _ SCALE: 1 1/2" ■ 1' -0" A4.2 PAINTED 12 5c) PAINTED 6� oe / 1 1 � 1 / / EL 110' -q" \ / T.O. COLUMN D 4. 5c PAINTED 2' -6" EL q6' -0" T.O. FOOTING CONCRETE COLUMN 4" SIDEWALK 3b O KEYNOTES 02 SITEWORK 2a COMPACTED GRAVEL 4" MINIMUM 2b COMPACTED GRANULAR FILL 03 CONCRETE 3a CONCRETE FOUNDATION - SEE STRUCTURAL 3b CONCRETE FOOTING - SEE STRUCTURAL 3c CONCRETE SLAB 3d BOND BEAM 04 MASONRY 4a MASONRY WALL 4b MASONRY LINTEL 4c 05 METALS 5a LINTEL ANGLE - SEE STRUCTURAL 5b METAL DECK 5c STEEL BEAM - SEE STRUCTURAL 5d STEEL COLUMN 5e STEEL JOISTS 5f STEEL ANGLE - SEE STRUCTURAL 06 MOOD 6a 2X6 6b 2X8 6c WALL SHEATHING 6d ROOF JOISTS 6e ROOF SHEATHING P*TEIYOOD LEDGER - SEE STRUCTURAL © SOLID BLOCKING 07 THERMAL & MOISTURE PROTECTION 7a (2) LAYERS RIGID INSULATION R -38 TOTAL - VERIFY THICKNESS WITH ROOF MANUFACTURER. 70 RIGID INSULATION 7c 24 GA. PREFINISHED METAL CAP 7d METAL ROOF 7e SINGLE PLY ROOFING MEMBRANE 7f 26 GA. PREFINISHED METAL FLASHING 7� R -38 RIGID INSULATION 7h BATT INSULATION 08 DOORS IIMNDOWS 8a HOLLOW METAL FRAME 8b ALUMINUM WINDOW ASSEMBLY 8C AUTOMATIC SLIDING DOOR 09 ANISHES 9a FINISHED 5/8" GYPSUM BOARD 9b GYPSUM BOARD SUSPENSION SYSTEM 9c ACOUSTICAL LAY -IN PANELS 9d CERAMIC TILE NOTE: SOME MATERIALS LISTED MAY NOT BE CALLED OUT ON DRAWING, SEE STRUCTURAL DRAWINGS FOR REINFORCING STEEL DETAIL C) ~ p; WU M v) Z WU a U� .J Q / Rs o0 poor b 0 o W 0 F- V) o � g �o o � b 0 0 c X, o Rm 'b SECTION A SCALE: 3/4" - V -0" A4.2 SECTION e SCALE: 3/4" 1' -0" A4,2 SECTION SCALE: 314" ■ i' -0" A4.2 5d) PAINTED 7d COLUMN BASE PLATE PAINTED -SEE STRUCTURAL NOTE: PAINT EXPOSED METAL AT ENTRY CANOPY 1 CHAMFER O c_ W W �1-4 O� c W Z W C/) Z � Q O O 4 W W cn w M � 4, O 4 ti A ti SECTION A SCALE: 3/4" - V -0" A4.2 SECTION e SCALE: 3/4" 1' -0" A4,2 SECTION SCALE: 314" ■ i' -0" A4.2 5d) PAINTED 7d COLUMN BASE PLATE PAINTED -SEE STRUCTURAL NOTE: PAINT EXPOSED METAL AT ENTRY CANOPY 1 CHAMFER O c_ w W �1-4 �DP W C/) Z � Q O 4 W cn w M � W 'Q O W F�1 w W 4 w SHEET.• SECTION A SCALE: 3/4" - V -0" A4.2 SECTION e SCALE: 3/4" 1' -0" A4,2 SECTION SCALE: 314" ■ i' -0" A4.2 5d) PAINTED 7d COLUMN BASE PLATE PAINTED -SEE STRUCTURAL NOTE: PAINT EXPOSED METAL AT ENTRY CANOPY 1 CHAMFER 0 3 c� uj i 0 f; 0 d z 3a CONCRETE FOUNDATION - SEE STRUCTURAL 3b CONCRETE FOOTING - SEE STRUCTURAL 3c CONCRETE SLAB 3d BOND BEAM —lh, EL 115 7e 7f 7d EL 115' -8" T.O. LEDGER PAINT 6f 7f 6c 1 6b 7c O KEYNOTES A EL 122 -8" I r il 5 r - n5b 02 SITEWORK T.O. MASONRY 2a COMPACTED GRAVEL 4" MINIMUM u 2b COMPACTED GRANULAR FILL s EL 108' -8" HEAD HEIGHT WAREHOUSE 102 OVERED OUTDOOR STORAGE COVERED OUTDO STORAGE PAINTED (5d 3c) 6" D a I I op0 (0,01NO)°P O o g?o, 00 o EL qq' -0" a -7 ���� — I T.O. PIER =III 7b 2" S A SCALE: 314" 1' -0" A4.3 SEE STRUCT. FOR REINFORCEMENT EL q 7' -0" ING T.O. FOOTING 4 a ° a a S B SCALE: 314" 1' -0" A4.3 7 0 0 SECTION 6 SCALE: 3/4" = V -0" A4.3 SECTION y SCALE: 3/4" = V -0" A4.4 04 MASONRY 4a MASONRY WALL 4b MASONRY LINTEL 4c 05 METALS 5a LINTEL ANGLE - SEE STRUCTURAL 5b METAL DECK 5c STEEL BEAM - SEE STRUCTURAL 5d STEEL COLUMN 5e STEEL JOISTS 5f STEEL ANGLE - SEE STRUCTURAL 06 WOOD 6a 2X6 6b 2X8 6c WALL SHEATHING 6d ROOF JOISTS 6e ROOF SHEATHING 6f WOOD LEDGER - SEE STRUCTURAL © SOLID BLOCKING 07 THERMAL do MOISTURE PROTECTION 7a (2) LAYERS RIGID INSULATION R -38 TOTAL - VERIFY THICKNESS WITH ROOF MANUFACTURER. 7b RIGID INSULATION 7c 24 GA. PREFINISHED METAL CAP 7d METAL ROOF 7e SINGLE PLY ROOFING MEMBRANE 7f 26 GA, PREFINISHED METAL FLASHING 7� R -38 RIGID INSULATION 7h BATT INSULATION 08 DOORS do WINDOWS 8a HOLLOW METAL FRAME 8b ALUMINUM WINDOW ASSEMBLY 8C AUTOMATIC SLIDING DOOR 09 FINISHES 9a FINISHED 5/8" GYPSUM BOARD 9b GYPSUM BOARD SUSPENSION SYSTEM 9c ACOUSTICAL LAY -IN PANELS 9d CERAMIC TILE NOTE: SOME MATERIALS LISTED MAY NOT BE CALLED OUT ON DRAWING. SEE STRUCTURAL DRAWINGS FOR REINFORCING STEEL DETAIL o� W U r7 Z— WU a cr U JQ / o� b n H O 0 O D 0 cQ W � U) H SHEET.- Q a a �o O uj Q Q V) o a i 4 Rq �� �a o � b Iz 'b �h v z 0.� R Q ti U) Z O H O w U) s; W I 6� O D W � U) O O cf) Q � W Q w� EJQ 4 O w -c:4 z0 Q ti W 0. w SHEET.- Q a a �o O uj Q Q V) o a i 4 Rq �� �a o � b Iz 'b �h v z 0.� R Q ti U) Z O H O w U) s; W I ' n o a c i E CTRJICA ' FIXTURE. VEF i I FY ESA WHL...-�_j L ROUGH -IN REQUIREr ENTS, M SUPPLY . SIGN - NIC Cowq 1A C-9 "Friends Servin Friends" 4.4 O O F --- - - - - - I I---- - - - --I I---- - - - --1 F O O I II it II I I II II II I O 1 ° I O 1 0 II II I \ II \ II II \ I II II II II I \ I I \ I I I I \ I II II II II I I I I I I I I II II II II I (I I I I I I II II fl II I I I 11 I II II II II I L--- - - - - -J 1 ---- - - - -- 1---- - - - --1 I I 1 - - - - -- � II II II II F - - -- -------------------------------- II II o II II-- - - - - -- - -------- II II ----- - - - - -- -- - - - - -- �o II II I I I I I (I I I I I II II II II I I I I III I I I I II II II II II II I I I I III (I I I II II 11 II I I I I III I I I I II II II II 11 � i i � iii \ i i it II II II II I i \ I I \ III \ I I I I II Ii II II I I II II II II I I 11 III I I I I II II II II I I I I I I I I I 11 �� O I I I t III I I 11 II II I I 1 1 III 1 1 1 1 II II II fl I I I I III I I I I II II II II I I I I III I I I I II II II II I I \ 1 I 1 I 1 I I \ 1 1 II II II II I I I I III I I I � II it � II If I I I I 11 I \ I I I I II II � II II I I I I III I I I I II II II II I I I I III I I I I II ' II II II 1 1 I I III 1 I 1 1 II II II II --- - - - - -J 4 - - - - - -- J L --- - - - --I L-- - - - - -- II II 12 1 -0 11 3 141 27' -0" O KEYNOTES 4 1 1/2 PAINTED PIPE GUARDRAIL "v Aof NITZYYdw 2a COMPACTED GRAVEL 4" MINIMUM 2b COMPACTED GRANULAR FILL SEE SECTION C /A4.1 FOR DETAIL AT TOP OF WALL 3a CONCRETE FOUNDATION - SEE STRUCTURAL 3b CONCRETE FOOTING - SEE STRUCTURAL 3c CONCRETE SLAB 3d BOND BEAM 04 MASONRY 4a MASONRY WALL 4b MASONRY LINTEL 4c 05 METALS 5a LINTEL ANGLE - SEE STRUCTURAL 5b METAL DECK 5c STEEL BEAM - SEE STRUCTURAL BOTTOM OF ROOF DECK 2" x 3/8" x 10" WITH 7/8 HOLE (TYP.) BEND TO FORM CLIP AT WALL (WELD TO SIDE RAIL) (TYP.) 3/4"0 x i' -6" STEEL RUNG, FIT INTO HOLES IN SIDE RAILS AND WELD (TYP.) 2" x 3/8" SIDE RAILS WITH 13/16"0 HOLES AT 12" ON CENTER TO RECEIVE 314"0 RUNGS (TYP.) PREFINISHED METAL AROUND DOOR OPENING S SCALE: 314" a I' -0" PAINT LADDER. VERIFY COLOR WITH ARCHITECT. DETAIL SCALE: 1/2 "" - 1' -0" WAREHOUSE 102 EXTERIOR 1 1/2 PAINTED PIPE GUARDRAIL —� 3 x 3 x 3/16" ANGLE 1" DIA CONDUIT. VERIFY LOCATION WITH MANUFACTURER F1 -71 - cnlii T.O. WALL CONCRETE SLAB 3 x 3 x 3/16" ANGLE FI_ 2nl - CIVIL MAIN LEVEL F.F. 4 x 4 x 114" ANGLE PLAN 3 x 3 x 3/16" ANGLE NOTE: REAR PIT WALL MUST BE SQUARE WITH DOCK FLOOR REVERSE SLOPE OF 114" IS PERMISSIBLE. 4 x 4 x 1/4" ANGLE FRONT ELEVATION 5d STEEL COLUMN 5e STEEL JOISTS 5f STEEL ANGLE - SEE STRUCTURAL 06 WOOD 6a 2X6 6b 2X8 6c WALL SHEATHING 6d ROOF JOISTS 6e ROOF SHEATHING 6f WOOD LEDGER - SEE STRUCTURAL (& SOLID BLOCKING 07 THERMAL do MOISTURE PROTECTION 7a (2) LAYERS RIGID INSULATION R -38 TOTAL - VERIFY THICKNESS WITH ROOF MANUFACTURER, 7b RIGID INSULATION 7c 24 GA. PREFINISHED METAL CAP 7d METAL ROOF 7e SINGLE PLY ROOFING MEMBRANE 7f 26 GA, PREFINISHED METAL FLASHING 7® R -38 RIGID INSULATION 7h BATT INSULATION 08 DOORS & WINDOWS $a HOLLOW METAL FRAME 8b ALUMINUM WINDOW ASSEMBLY 8C AUTOMATIC SLIDING DOOR 09 FINISHES 9a FINISHED 5/8" GYPSUM BOARD 9b GYPSUM BOARD SUSPENSION SYSTEM 9c ACOUSTICAL LAY -IN PANELS 9d CERAMIC TILE NOTE: SOME MATERIALS LISTED MAY NOT BE CALLED OUT ON DRAWING. SEE STRUCTURAL DRAWINGS FOR REINFORCING STEEL DETAIL o1 � WU M W � Z ~ Lu a C) JQ / a> (Zoo) o� "P*14 n O O u- N o V) o 'p CIO q Rq � o o � tZ ', 4, rit Rq b "c o 4 4 v> H f� O O c- C4 W o z M 0 � Cu V w CQ W � � U Q 4 0 w w <C H SHEET.• , EL q3' -0" i V. t-c i i Ica SECTION SCALE: 3/4" i 1' -0" SECTION SCALE: 3/4" . i' -0" DETAI SCALE: 1/2" - 1' -0" A4.5 f� O O c- W O�,O w W � � U Q � w w <C 0 SHEET.• , EL q3' -0" i V. t-c i i Ica SECTION SCALE: 3/4" i 1' -0" SECTION SCALE: 3/4" . i' -0" DETAI SCALE: 1/2" - 1' -0" A4.5 0~ M W U S (/) 0) Q O 108 109 w v a L 3 _ C) cn 7' -6" 7' -Q" 7'_6 8' -4" 7' -6" Q 8 ' -4" - Fa— T.R. E E RI � 109 iN o - �� 08 F 5z 1 H GYPSUM - = W3 G GYPSUM BD. PAINT. -� / 5 109 C BD. PAINT. C - O FDI O FD W6 Dc I [III \ \ E \ \ K O K ao i -- — -- v CERAMIC TI - - 8 -10 4 0 - U - - LE f as Q � 4' CERAMIC TILE CERAMIC TILE -3" 1' - A5.1 BASE, TYPICAL BASE, TYPICAL U� ELEVATION AA ELEVATION AB EE E LVATION c LEVATION D ELEVATION E ELEVATION F ELEVATION G ENLARGED TOILET ROOM SCALE: i/4" 1' -0" A5.1 SCALE: i14" - 1' -0" A5.1 SCALE: 114" - 1' -0" A5,1 SCALE: i14" - i' -0" A5.1 SCALE: 114" 1' - 0 " A5.1 SCALE: 1/4" 1' -0" A5.1 SCALE: 114' 1' -0" A5.1 SCALE: i14" 1' -0" A5.1 • :_ FUR 7 OUT ABOVE PLASTIC LAMINATE CABINETS FILLER PANEL WINDOWS - - - - -- fi o - - - - __- - - - -- - -- -- - - - - -- - RECESSED MONOTOR C TYPICAL OF (2) STAINLESS STEEL 3 1' -4" DEEP 30" DEEP ADJ COUNTER TOP ADJ SHELVES TYPIC T L RAWER, T SHELVES O � / - 2 , -6 „ PLASTIC � LAMINATE COUNTER FOR PROVIDE 3 - SPACE A5.1 A5.1 0 o TOP, 4 ACK SPLASH AND PLUG STRIP. VERIFY EDGE - - - - - - J '' -- - -- - -- Z- � . WITH ELECTRICAL N - - - - - - - :a KNEE KNEE _ KNEE - KNEE - n DRAWERS. TYPICAL SPACE SPACE SPACE SPACE 2' -6" 2 " 5' -0" 2 11_0'I 4' _4" 2 1 -011 41-0 it 1t -611 4' -0 �� i � _bn 4' -OBI 1'_b�� 14' -0" FILE DRAWER 29' -10" TYPICAL NOTE NOTE I INSTALL LOCKS ON ALL INSTALL POWER, DATA/PHONES ELEVATION H ELEVATION J DRAWERS. KEY EACH ELEVATION AK IN BASE CABINET, COORDINATE ELEVATION DRAWER UNIT SEPARATELY. WITH ELECTRICAL DRAWINGS AND - SCALE: i14" 1' -0" _ A5.1 SCALE: 114" 1' - 0" A5.1 SCALE: 114" 1' - 0" A5.1 VERIFY LOCATIONS WITH ARCHITECT. SCALE: 1/4" 1' - 0" A5.1 ALUMINUM DIAMOND PLATE DETAIL PANELS, SECURE TO FACE OF CASEWORK WITH 8 STAINLESS STEE PROVIDE A PLASTIC LAMINATE 5/8" S.S. CARRAGE BOLTS COUNTER TOP PLASTIC LAMINATE BACK ON THIS UNIT. �. CO pa TOP. TYPICAL 0 00 /1 6 Z M - - - - - - _ 24" DEEP OPEN w _ 'O ADJUSTABLE SHELVES ° CD P. LAMINATE FACE ON FACE 01i i4 n 0) 2 1/2" x 2 1/2" S.S. CORNER FILE DRAWER , „ O� W n " O F. TRIM - TYPICAL �� 5 1_ 6 11 1 -0 �� „ STAINLESS STEEL BASE 2 1 -6 3 i -0 c� r- 1 -0 5' -6' 1 -0 10' -0" 3' -0" 1 1/2" X 3/4 EXTRUDED 6' -0" O A A h ALUM TUBE 14'_0" 7 " -p 12 DEEP THIS SECTION TO BE " 4 E ©. SPACES INSTALLED UNDER MAIN ADJ SHELVES. ' COUNTER TOP THIS SECTION TO BE ELEVATION Am ELEVATION AN ELEVATION P ELEVATION 4 INSTALLED UNDER MAIN COUNTER TOP A5,1 A5.1 SCALE: 114" i' -0" SCALE: 1/4" 1' -0" SCALE: i/4" - 1' -0" SCALE: 1/4' - 1' -0" ~ A5.1 A5.1 � Z PROVIDE CLOSURE (Y O PANELL AT CORNER H W > SUEDE GREY 0182 � W 1' DEEP r i6 "x 16 "x 1/4" CLEAR TEMP GLAZING W ADJ SHELVES U RECESS INTO COUNTER TOP. pi VERMILLION ODM1 A5.1 Q KEYBOARD BY OWNER STAINLESS STEEL W ~ 0 COUNTER TOP 0 ICE GREY K176 _ _ C/ �+ — RECESS MONITOR INTO TOP W W OF ELEVATION ELEVATION CERAMIC TILE LEGEND OWNER. COUNTERTOP. COORDINATE w/ R s I I 0 x _ I I �—, 0 SCALE: 114" 1' -0" A5.1 SCALE: i14" 1' -0" A5.1 ( I ALUMINUM DIAMOND PLATE DETAIL W PANELS. SECURE TO FACE OF CASEWORK STAINLESS STEEL H COUNTER TOP 0 WITH 5/8" S.S. CARRAGE BOLTS. •. PLASTIC LAMINATE PAPER TOWEL W •� 3q "-41" WALL DISPENSER 1 1/2" X 3/4" n Z 54 MIN. EXTRUDED ALUMINUM `� �' 04 8" CARRAIGE BOLT �...� 0 42" MIN 12 MAX. P. LAMINATE FACE ON FACE w ' '�' w ti a _ m ❑ m 36 „ GRAB ” •, W F r �► (n '= 0 BAR L4 4 v 2 1/2 X 2 1/2 S..S. CORNER TRIM 1/2 PLYWOOD a 7 " — q" DIAMOND PLATE A A A A A A `.' STAINLESS STEEL BASE 15" - 48" ALL AROUND SHEET.. NOTE: SOME ITEMS SHOWN ABOVE MAY NOT BE IDENTICAL OR SPECIFIED ON THIS PROJECT. m A. STORAGE SHELF D. PAPER TOWEL DISPENSER G. SOAP DISPENSER K. GRAB BAR N. SHELF TOILET PAPER 36" MAX B. SANITARY NAPKIN DISPENSER E. ELECTRIC HAND DRYER H. SINK L. URINAL P. TOILET PAPER DISPENSER DISPENSER C 1 C. MIRROR F. CHANGING TABLE J. WATER CLOSET M. C O UN T ER HUNG) Q' DRINKING FOUNTAIN DFTA I L K T _ ENLARGED DETAIL U _ ANSI MOUNTING HEIGHTS TYP ICAL MOUNTING LOCATIONS SCALE: i" _ '' - 0 " A5.1 SCALE. 1 1/2" - i' -0' A5.1 A5,1 SCALE: 114 "- 1' - 0 " SCALE: 114 "- 1' -0" v 4 -1011 M o o w CN ao DOOR SCHEDULE �� d (n Q Q d � N " LOCATION MATERIALS DETAILS REMARKS 31_Ou 211 I_4" 2 SAFETY GLASS, ` i i i 2" TYP 2" 3' -011 211 SAFETY GLASS, n TYP F2 a° i - Q Lij C4 m m / '^ z o o z O Q o h W W r 6" 21_^11 (o" J W m O q i i m O m O N z O ry W Q Q uj C) l I- (n 0 t-- A6.1 INSULATING SAFETY Ci GLASS, TYP AUTOMATIC SLIDING DOOR A 8 C D 101 EXT 101 3' -0" x 8' -4" x 1 3/4" P A ALUM ALUM A /A6.1 B /A6.1 N/A - O �, 0., HIGH LIFT DOOR 102A EXT 102 8' -0" x 9' -0" S G - - G /A6.1 H /A6.1 N/A - SIM DETAILS • p., 102B EXT 102 3' -0" x 7' -0" x 1 3/4" S E HM HM C /A6.1 D /A6.1 LHR - a, N 102C EXT 102 4' -0" x 8' -4" x 1 3/4" P F HM HM C /A6.1 D /A6.1 RHR/LHR REMOVABLE 102D EXT 102 12' -0" x 12' -8" S H - - G /A6.1 H /A6.1 N/A - MULLION VERTICAL LIFT DOOR 103 101 103 3' -0" x 8' -0" x 1 3/4" S D WD HM J /A6.1 K /A6.1 LH - SAFETY GLASS, 104 103 104 '- x - x 1 4 S B WD HM E A6.1 F1 � A6.1 LH - "° 4_4 TYP 3 " ' " 0 8 0 3/ " / / v 105 103 105 3' -0" x 8' -0" x 1 3/4" S B WD HM E /A6.1 F1 /A6.1 RH - g 106 107 106 3' -0" x 7' -0" x 1 3/4" S C WD HM E /A6.1 F1 /A6.1 RH - QQ 107 EXT 107 3' -0" x 7' -0" x 1 3/4" S C HM HM L /A6.1 M1 /A6.1 RHR �) 0 108 108 107 3' -0" x 7' -0" x 1 3/4" S C WD HM E /A6.1 F1 /A6.1 RH v o -;o co' �+ io w 109 109 102 3' -0" x 7' -0" x 1 3/4" S E WD HM J /A6.1 K /A6.1 RHR r Q) Pr 3' -0" • � 2 11 2 11 $' -0° .1m 0 1 0 1 12 31-411 2 11 - o 2" ol 8 1 - 4 " SECTIONAL E F G OVERHEAD DOOR 11•'t DOOR TYPES SCALE: 1/4" 1 �. ,; co O v z M -i Cat -° SEALANT, EA as SIDE . W6 INSULATING SAFETY • a GLAZING �...� BLOCK LINTEL - Cpl W3 ARCHITECTURAL �0 3 CONCRETE WALL SEE STRUCTURAL 2 II X 5 314 " a FRAME STOREFRONT a CAULK ALL AROUND M FRAME d ° 3 w ° (TYP.) BOTH SIDES 4 d ° °• ° pv ° o 4 X 5 314" H.M. HEADER SEE ^� AUTOMATIC SLIDING a . FRAME -GROUT DOOR HEAD U) d ° SOL STRUCTURAL (� 1.4 " - - -- SEALANT, EA SIDE v a " " " f--� 4 STOREFRONT d .. G 3/4 2 X 5 3/4 A - i d N.M. FRAME d DOOR FRAME CAULK ALL AROUND Q O E-+ F °• DOOR (TYP.) BOTH SIDES 1 " INSULATING FILL FRAMES WITH A GLASS ° ' '• a INSULATION � w A HEAD A JAMS e MEAD JAMS D MEAD E JAMS F1 MULLION F2 A " I_ " A6.1 n - " s I -0 " A6.1 SCALE: 1 1/2 1-0 SCALE: 1 1/2 1 SCALE: 1 1/2 1 SCALE: 1 1/2 1 " „ ' " A6,1 " '4' A6.1 " '4' A6.1 " ' -0" A6.1 'Z SCALE: 1 1/2 1 0 SCALE: 1 1/2 1 A6.1 SCALE: 1 i/2 1 Co C) w cn w w 3 w E E co MOUNTING PLATE AS SAFETY p r. ,.:..... , . GLASS REQ'D BY DOOR MF VV5 Wl SLIDING DOOR 0 BLOCK LINTEL- 1 3 CONT, CAULKING W2 (BOTH SIDES) FRAME EXPANSION FILLER Z SEE STRUCTURAL A !•' :; - E ..:� HEADER SE 2" X 7 3/ 4 _ ~ SECTIONAL '' ~, STRUCTURAL �+ MASONRY LINTEL - H.M. FRAME CONCRETE ATTACH DOOR TRACK OVERHEAD i ". SEE STRUCTURAL WALKWAY TO STRUCTURE ABOVE _ CONT. ROD AND !` "; 4 F.F. rr w - VERIFY REQUIREMENTS - 2X TRIM COVER SEALANT, EACH ° WITH DOOR MFR. _ WITH 12 GA STEEL a SIDE o w PAINTED I CO . ) SEALANT (80TH 9 w 2 7/81 SI S x • g MOUNTING PLATE AS Y' - c ' '" '''` *2" X 5 3/4" H.M. " " :,;_' H.M. FRAME SHEET'' SECTIONAL OVERHEAD REQ'D BY DOOR MFR " FRAME AT DOOR 103. DOOR TRACK PIPE BOLLARDS 1 -- � -4" 11 FILL WITH INSUL. INSULATION EDGE OF SLAB ON X 7 3/4 N.M. GRADE FRAME, GROUT FULL 2" X 314" H.M. DOOR FRAME MEAD G JA H HEAD JAMB K MEAD L JAMS M , SILL M2 a A6.1 1' A6.1 n I n A6.1 SCALE: 1 i/2" 1' -0° A6.1 u I n A6.1 SCALE: 1 1 /2" 1 A6.1 SCALE: 1 1/2" • 1' -0" A6.1 - A6 . 1 SCALE: 1 1/2 1 SCALE: 1 1/2 1 SCALE: 1 1/2 i - SCALE: 1 1/2 1 - FINSH SCHEDULE NOTES: O 4' -0" x 4' -0" FRP PANEL WAINSCOT AT 3 WALLS FOR SERVICE SINK, O SLOT WALL AT ENDS OF OWNER FURNISHED SHELVING. O POLISHED CONCRETE RETRO PLATE. SEE SPECIFICATIONS. O STAINLESS STEEL BASE AROUND MILLWORK. O EXPOSED CONCRETE AT MAIN ENTRY, HEADER -SEE STRUCTURAL LEV. 108'- IQ HT. ALUM. HORZ SLIDING WINDOW FRAME HEAD SCALE: 1 1/2" ■ 1' -0" A6.2 SOLID SURFACE SILL 1/2 "RADIUS JAMB B SCALE: 1 1/2' ■ 1' -0" A6.2 SILL SCALE: 1 1/2' = 1' -0" A6.2 ALUM HORZ SLIDING WINDOW FRAME SOLID SURFACE SILL /. 103 „ HT. 'RE- FINISHED IETAL FLASHING , IITH HEMMED EDGE 2 x 10 IINRY LINTEL - 3TRUCTURAL U CHANNEL GLASS STOP 1/2" TEMPERED GLASS M p SCALE: 1 1/2" = 1' -0' A6.2 U CHANNEL GLASS STOP J AM B _ E, SCALE: 1 1/2" = 1' -0" A6.2 ALUMINUM WINDOW . 3 n JAMB E SCALE: 1 1/2" = 1' -0" 1 1/2" - MASONRY LINTEL - SEE STRUCTURAL - SHIM AS REQUIRED ELE V. 117' -4" 114 HEAD HT. - - - -- ` - ALUM. STOREFRONT -3/8" CLEAR TEMPERED � 1� SYSTEM GLASS 1" INSUL. GLASS CLEAR SILOCONE GLAZING BEAD. ME J rK SCALE: I 1/2" 1 ' -0 " A6.2 SCALE: 1 1/2" = 1' -0" A6.2 Al i ire a-rn0; :;:WnM-r �- 1" INSUL. 18 go POWDER COATED GLASS METAL TRIM WITH HEMMED EDGES. TYPICAL AROUND JAMB PERMITER OF OPENING H SCALE: 1 1/2" ■ 1' -0" A6.2 U CHANNEL WITH TOP LOAD GASKET AND ALUMINUM/ NEOPRENE SETTING BLOCK SOLID SURFACE SILL PRE - FINISHED METAL FLASHING WITH HEMMED EDGE SILL F SCALE: 1 1/2" 1' -0" SILL SCALE: 1 1/2" = 1' -0' A6.2 WINDOW SCHEDULE Y � C) 6. LLJ DETAILS z N w a REMARKS m a O GLAZING NOTES: I INSULATING T 1/4" TEMPERED 0 OBSCURE GLASS 101 21' -4" X 5' -0" C D /A6.2 E, E1 /A6.2 F /A6.2 T _ SEE K /A6.2 102A 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102B 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102C 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102D 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102E 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102F 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102G 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102H 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102J 4' - 0 " X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I - 102K 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102L 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102M 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 103 6' -0" X 5' -0" A A /A6.2 B/A6.2 C /A6.2 1 104A 4' -0" X 5' -0" B E /A6.1 F1 /A6.1 E /A6.1 T 104B 6' -0" X 5' -0" A A /A6,2 B/A6.2 C /A6.2 1 104C 6' -0" X 5' -0" A A /A6.2 B/A6.2 C /A6.2 I 105A 4' -0" X 5' -0" B E /A6.1 F1 /A6.1 E /A6.1 T 105B 4' -0" X 5' -0" E E /A6,1 F1 /A6.1 E /A6.1 T 105C 6' -0" X 5' -0" A A /A6.2 B /A6.2 C /A6.2 I 108 4' -0" X 4' -0" D A /A6,2 B/A6.2 C /A6.2 I 0 109 4' - 0" X 4' - 0" D A /A6,2 B /A6.2 C /A6,2 1,0 . .. . . . . . . . . . FEE ❑ ■ ■ ■ ■O ❑■■ ■O ■■■■ ■■ ■0 0000, ■■ ■O NONE • ■■■■■■ ❑■■■■ ■■■■ NONE NONE NONE NONE • ■NEON■ ❑■■■■ ❑■■■ ❑■■■ ❑■■■ ❑■■■ ❑■■■ • • ■NEON■ ❑■■■■ ❑■■■ ❑■■■ ❑■■■ ■■■■ ❑■■■ ,. ■tea ■ ■■■ ❑ ■■■■ ❑ ■oo ■ ■■ ■■■�o■■■o ■ ■■ : • • • ■■■■■■ NEON■ NEON ■■■■ ❑■■■ ❑■■■ ❑■■■ • • • • ■■NEON ■■■■■ NEON ❑■■■ ❑■■■ � ■ ■■ ❑■■■ IINRY LINTEL - 3TRUCTURAL U CHANNEL GLASS STOP 1/2" TEMPERED GLASS M p SCALE: 1 1/2" = 1' -0' A6.2 U CHANNEL GLASS STOP J AM B _ E, SCALE: 1 1/2" = 1' -0" A6.2 ALUMINUM WINDOW . 3 n JAMB E SCALE: 1 1/2" = 1' -0" 1 1/2" - MASONRY LINTEL - SEE STRUCTURAL - SHIM AS REQUIRED ELE V. 117' -4" 114 HEAD HT. - - - -- ` - ALUM. STOREFRONT -3/8" CLEAR TEMPERED � 1� SYSTEM GLASS 1" INSUL. GLASS CLEAR SILOCONE GLAZING BEAD. ME J rK SCALE: I 1/2" 1 ' -0 " A6.2 SCALE: 1 1/2" = 1' -0" A6.2 Al i ire a-rn0; :;:WnM-r �- 1" INSUL. 18 go POWDER COATED GLASS METAL TRIM WITH HEMMED EDGES. TYPICAL AROUND JAMB PERMITER OF OPENING H SCALE: 1 1/2" ■ 1' -0" A6.2 U CHANNEL WITH TOP LOAD GASKET AND ALUMINUM/ NEOPRENE SETTING BLOCK SOLID SURFACE SILL PRE - FINISHED METAL FLASHING WITH HEMMED EDGE SILL F SCALE: 1 1/2" 1' -0" SILL SCALE: 1 1/2" = 1' -0' A6.2 WINDOW SCHEDULE Y � C) 6. LLJ DETAILS z N w a REMARKS m a O GLAZING NOTES: I INSULATING T 1/4" TEMPERED 0 OBSCURE GLASS 101 21' -4" X 5' -0" C D /A6.2 E, E1 /A6.2 F /A6.2 T _ SEE K /A6.2 102A 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102B 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102C 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102D 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102E 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102F 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102G 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102H 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102J 4' - 0 " X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I - 102K 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102L 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 102M 4' -0" X 4' -0" F G /A6.2 H /A6.2 J /A6.2 I _ 103 6' -0" X 5' -0" A A /A6.2 B/A6.2 C /A6.2 1 104A 4' -0" X 5' -0" B E /A6.1 F1 /A6.1 E /A6.1 T 104B 6' -0" X 5' -0" A A /A6,2 B/A6.2 C /A6.2 1 104C 6' -0" X 5' -0" A A /A6.2 B/A6.2 C /A6.2 I 105A 4' -0" X 5' -0" B E /A6.1 F1 /A6.1 E /A6.1 T 105B 4' -0" X 5' -0" E E /A6,1 F1 /A6.1 E /A6.1 T 105C 6' -0" X 5' -0" A A /A6.2 B /A6.2 C /A6.2 I 108 4' -0" X 4' -0" D A /A6,2 B/A6.2 C /A6.2 I 0 109 4' - 0" X 4' - 0" D A /A6,2 B /A6.2 C /A6,2 1,0 ALUMINUM WINDOW 0 0 co 0 �n 6' -0 HM FRAME o o � 0 0 co ao 0 4, -011 0 P m 0 iv <v Q ■ ■ 0 X 4' -0' 0 Lo 0 co 0 V INSUL. GLASS N ALUM. STOREFRONT SYSTEM 0 0 ELEV. 113' -4" iv SILL HT. P 6. SHIM AS REQUIRED 0 n GROUT SOLID 4 1 - 0 11 W2 PAINTED MDF D PAINTED WOC - TRIM PAINTED MDF 0 � o N co 4 " STEEL BASE ELEVATION L SCALE: 114' ■ 1' -0" Ed 17m 18 go POWDER COATED FRAME WITH U CHANNEL GLAZING STOPS. K 6. ■ 2 1 1 - 4 11 C NOTE: DIMENSIONS FROM FLOOR TO WINDOW SILL IS FOR GENERAL REFERENCE ONLY. WIN DOW TYPES SCALE: 114" 1' -0' F 1 r%1111 VV/ 1 I ✓I '7 ♦71 MIIY{.L.7.7 STEEL BASE ELEVATION Am SCALE: 114 = 1' -0 A6.2 OWNER FURNISHED SHELVES OR WALL WHERE OCURES 5/8" PAINTED MDF - - - - EASE EDGES �1 5/8" SLATWALL OR 3/4" PAINTED MDF DETAI L M SCALE: 1 1/2" 1' -0" A6.2 NOTE: FIELD VERIFY ATTACHMENT DETAIL TO OWNER FURNISHED SHELVES SLATWALL I OWNER FURNISHED SHELVES OR WALL WHERE OCURES 4 5/8" x 1 5/8" PAINTED MDF EASE EDGES I 2 x 4 AT EACH PANEL JOINT 314' PAINTED MDF I I `> DETAIL N SCALE: 1 1/2" ■ 1' -0" A6.2 0 ~ M Lv U M V WU T a U_ JQ / O 3 U- ( o Q Q o � q • ry ct o� pow ^� b � MM SHEET,• U) W a Q W L) H O Q ti w A6.2 HALF HIGH BLOCK E ALUMINUM WINDOW - 4' -0" N z 4'-O" v �n ■ O U co W � o w to O W w >_ � � SHEET,• U) W a Q W L) H O Q ti w A6.2 HALF HIGH BLOCK E ALUMINUM WINDOW - 4' -0" N z 4'-O" v �n ■ O U W � � O O � w Q Q � Q w O w -�C W 4 w SHEET,• U) W a Q W L) H O Q ti w A6.2 HALF HIGH BLOCK E ALUMINUM WINDOW - 4' -0" N z 4'-O" v �n PAINT EXPOSED STRUCTURE INCLUDING BEAMS JOISTS, ROOF DECK, CONDUIT SPRINKLER LINES, ETC. ABOVE ENTIRE WAREHOUSE AND COUNTER AREA. ------------------------------------- PALL T. R. T. R. GD 1 �O8 � � �2 8' -6" �2 8' -6" VERIFY MOUNTING HEIGHT OF LIGHT FIXTURES W/ ARCHITECT REFLECTED SCALE: 1/8 a 1 EXTEND FRA OF STRUCTU EL 108 CEILING WGT EL 108 GYP BOARD LEGEND 13 0 LIGHT FIXTURES CEILING FAN EMERGENCY LIGHT Wl 7T EXIT SIGN RETURN FAN EXHAUST FAN SUPPLY DIFFUSER CEILING TYPE CEILING HEIGHT 2'-0" X 2'-0" LAY-IN CEILING PANEL SYSTEM TEXTURED, PAINTED GYPSUM BOARD SUSPENSION SYSTEM EXPOSED TO STRUCTURE CEILING EXTEND FRAMING TO BOTTOM OF STRUCTURE ABOVE, EL 110 FIN. CLG. EL 110'-0" _9D CEILING HGT 'ICAL CEILING LAY-IN ACOUSTICAL CEILING SYSTEM, 5/8' GYPSUM BOARD OVER 2 x 4 FRAMING AT 16" O.C. BOARD OVER ; AT 16' O.C. 1 1 -6 0 EL 108'-0" 0= GYP BOARD PLASTIC LAMINATE FILLER PANEL TO MATCH MILLWORK 0~ M uj 0 n V) bj CN Z 0) bi C) ow i< y� 'v 0 F_ M F- 0 as LLJ F- 0 C4 1 9M rzi Q 0 0 ... 4 -- ----FACE OF MILLWORK DETAIL A7 , 1 SCALE: 1 a 11-011 A7 SCALE- 1 1/2" a I'-011 co 10 � CD 13-1 o �p � mow~ a cq � O A q : 0 ... 4 SHEET: DETAIL rB -- ----FACE OF MILLWORK DETAIL A7 , 1 SCALE: 1 a 11-011 A7 SCALE- 1 1/2" a I'-011 � CD 13-1 mow~ a E­4 L) 0 o W �w SHEET: DETAIL rB -- ----FACE OF MILLWORK DETAIL A7 , 1 SCALE: 1 a 11-011 A7 SCALE- 1 1/2" a I'-011 GENERAL STRUCTURAL NOTES GENERAL REQUIREMENTS FOUNDATION (SEE GEOTECHNICAL REPORT) CONCRETE WOOD IE .............. ............................... DRAWINGS DESIGN RECOMMENDATIONS MATERIAL (FOUNDATION, SLABS AND CONCRETE WALLS) GENERAL BOLTS AND LAG SCREWS THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF FIRM: MTI; REPORT NO.: E70247g; DATE: DECEMBER 2007 MINIMUM 28 DAY COMPRESSIVE STRENGTH SAWN FRAMING LUMBER SHALL COMPLY W/ THE LATEST EDITION OF THE ALL BOLTS SHALL BE INSTALLED IN HOLES BORED W/ A BIT 1/16 INCH PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SEISMIC COEFFICIENT (ASD)......... SLAB ON GRADE, FOOTINGS, AND WALLS ......3000 PSI (DESIGNED FOR 2500) GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE LARGER THAN THE DIAMETER OF THE BOLT. SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERS IN THIS CONSTRUCTION 8d AT 6" O.C. WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE 19/32' OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THE WORK ALL SITE PREPARATION, GRADING, COMPACTION TESTS, INSPECTIONS, ETC. MAXIMUM W/C RATIO ............... 0.50 STAMPED W/ THE GRADE MARK OF AN APPROVED LUMBER GRADING CUT WASHERS SHALL BE PLACED UNDER BOLT HEADS AND NUTS. SPOIL DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND /OR SHALL BE FOLLOWED WITH STRICT ADHERENCE AND SHALL BE COMPLETED ROOF AGENCY. THREADS TO PREVENT LOOSENING. WORKERS WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE PRIOR TO ANY CONCRETE PLACEMENT. SEE ACI 325.3 FOR FURTHER CONCRETE SLUMP . ............................... 4 INCHES ROOF 48/24 STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD REQUIREMENTS. 314" T&G DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD- BEARING STUDS LAG BOLTS SHALL BE INSTALLED IN PRE - DRILLED HOLES 40% TO 70% OF GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) 10d AT 6" O.C. CEMENT TYPE ........ ............................... it W /OUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE THE DIA OF THE LAG SCREW AND INSTALLED BY TURNING W/ A WRENCH. EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE ENGINEERING SYSTEM SOLUTIONS ASSUMES NO LIABILITY FOR 10d AT 6" O.C. ARCHITECT. 1/8" T&I CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE GROUNDWATER OR OTHER MEANS OF FLOODING. AIR ENTRAINMENT ..................... 6% AT EXTERIOR CONCRETE 10d AT 6" O.C. ANCHORS FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN EQUIP 3% AT INTERIOR CONCRETE FABRICATION AND HANDLING SHALL CONFORM W/ THE LATEST AITC AND FRAMING ANCHORS, HANGERS AND OTHER MISC HARDWARE SPECIFIED ON FDN GRADE IS DEFINED AS FOLLOWS FT ASTM STANDARDS. PLANS SHALL BE AS MANUFACTURED BY SIMPSON STRONG —TIE CO., INC., MISCELLANEOUS ITEMS INTERIOR FOOTINGS: TOP OF SLAB PERIMETER FOOTINGS: PAD GRADE OR ALL CONCRETE SHALL BE REGULAR WEIGHT OF 145 POUNDS PER CUBIC GALV OR EQUIVALENT W/ CURRENT I.C.C. APPROVAL CALCULATION AND DESIGN OF MISCELLANEOUS NON— STRUCTURAL ITEMS, NATURAL GRADE BEFORE LANDSCAPING. FOOT USING HARD ROCK AGGREGATES CONFORMING TO ASTM C33. ALL ENGINEERED WOOD PRODUCTS SHALL BE MANUFACTURED IN GT SUCH AS STAIRS, RAILINGS, NON— STRUCTURAL WALLS AND PREFABRICATED EXTERIOR FOOTINGS: TOP OF PERMANENT EXTERIOR PAVING OR CONCRETE HIGH ACCORDANCE W/ ESR -1387 OR APPROVED EQUAL. WHERE METAL CONNECTORS, ANCHORS, FASTENERS, ETC. ARE INSTALLED STRUCTURAL ITEMS, SUCH AS FLOOR AND ROOF TRUSSES, ARE NOT AT LEAST 5 FEET WIDE STARTING AT THE BUILDING PERIMETER. MATERIAL (EXPOSED CONCRETE WALL) HEIGHT IN OR EXPOSED TO POTENTIALLY CORROSIVE ENVIRONMENTS OR INCLUDED AND ARE TO BE PROVIDED BY OTHERS UNLESS SPECIFICALLY INFO SUBMIT MIX DESIGN TO ENGINEER AND ARCHITECT SAWN LUMBER MATERIALS. (I.E. PRESSURE TREATED WOOD, FIRE RETARDANTS, DISSIMILAR NOTED ON THESE DRAWINGS. SLAB ON GRADE KSF SAWN LUMBER SHALL BE DOUGLAS FIR LARCH, NO. 2 GRADE (UNO). METALS, ETC.), APPROPRIATE MEASURES SHALL BE TAKEN (I.E. USE OF KIPS PER SQUARE NCH LL MINIMUM 28 DAY COMPRESSIVE STRENGTH LI I CORROSIVE RESISTANT METAL, PROPER APPLICATION OF ADEQUATE CONSTRUCTION MEANS AND METHODS SUPPORT PER THE GEOTECHNICAL RECOMMENDATIONS. WALL .................. 4000 PSI (DESIGNED FOR 2500) THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT FOLLOW ACI 302.1 RECOMMENDATIONS FOR PLACING CONCRETE, CURING, INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE AND QUALITY CONTROL MAXIMUM W/C RATIO ............................... 1 0.37 PROTECTIVE COATING, ETC.) IN ORDER TO PROTECT THE HARDWARE AGAINST DAMAGE THAT MAY ADVERSELY AFFECT ITS LOAD CARRYING CAPACITY. REFER TO MFR FOR SPECIFIC APPLICATION, LIMITATIONS, OR SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, ADDITIONAL REQUIREMENTS. SEQUENCES AND PROCEDURES. IT SHALL BE THE CONTRACTOR BACKFILL CEMENT TYPE ........... ............. . II GLUE - LAMINATED BEAMS (GL) RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING, BACKFILL SHALL NOT BE PLACED AGAINST EXTERIOR WALLS UN71L THE GL BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F —V4 AT SIMPLE SPAN REINFORCING STEEL FORM -WORK, ETC... AS REQUIRED FOR THE PROTECTION OF LIFE AND INTERIOR FLOOR SYSTEM CAN ADEQUATELY BRACE THE WALL AIR ENTRAINMENT .......................... 4 1/2% ±1 1/2% BEAMS AND 24F -V8 AT CANTILEVERED AND MULTI -SPAN BEAMS, UNO, PROPERTY (INCLUDING UTILITIES) DURING CONSTRUCTION. CONSTRUCTION AND SHALL HAVE THE FOLLOWING MIN PROPERTIES: GRADE MATERIALS SHALL BE PLACED ON THE STRUCTURE SUCH THAT THE DESIGN BACKFILL AND RECOMPACT ALL TRENCHES PER THE GEOTECHNICAL BATCHING, MIXING, AND TRANSPORTING Fb =2 ,400 PSI Fv = 265 PSI Fc (PARALLEL) = 1650 PSI LOADS ARE NOT EXCEEDED. THAT DESIGN LIVE LOAD PER SQUARE FOOT REPORT. (MIN 90% DRY DENSITY) BATCHING, MIXING, AND TRANSPORTING CONCRETE SHALL BE PER ACI Fc (PERPENDICULAR) = 650 PSI E = 1,800,000 PSI AS STATED HEREIN IS NOT EXCEEDED. 304R. DRAINAGE BEAMS SHALL BE MANUFACTURED W/ 2000' RADIUS MIN CAMBER UNLESS DIMENSIONS, INSERTS AND OPENINGS PROVIDE ADEQUATE DRAINAGE AWAY FROM THE STRUCTURE. CONCRETE MIXES SHALL BE DESIGNED 13Y A CERTIFIED LABORATORY CAMBER IS SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, CONDITIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS. ANY SUCH DISCREPANCY, OMISSION, OR VARLA11ON NOT REPORTED BEFORE START OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHERE DISCREPANCIES OCCUR IN THESE DRAWINGS, NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. STANDARDS WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE EDITION REFERENCED IN THE GOVERNING BUILDING CODE. TYPICAL DETAILS AND NOTES TYPICAL DETAILS AND NOTES SHALL APPLY, THOUGH NOT NECESSARILY INDICATED AT A SPECIFIC LOCATION ON PLANS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. SHOP DRAWINGS SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP DRAWINGS ARE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS. REVIEW DOES NOT INDICATE THAT THE SHOP DRAWINGS ARE CORRECT OR COMPLETE. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS SPECIFICALLY NOTED ACCORDINGLY. THE SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN APPROPRIATELY REGISTERED ENGINEER. ENGINEERING SYSTEM SOLUTIONS SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING DESIGNS PERFORMED BY OTHERS. FIVE WORKING DAYS SHALL BE ALLOWED FOR THE ENGINEER'S REVIEW. CONTRACTOR SHALL PROVIDE A COPY OF EACH SUBMITTAL FOR ENGINEERING SYSTEM SOLUTIONS RECORDS. MOLD MOLD CONCERNS AND PREVENTION IS OUT OF ENGINEERING SYSTEM SOLUTIONS SCOPE OF SERVICES. ENGINEERING SYSTEM SOLUTIONS SHALL BE HELD HARMLESS, TO THE EXTENT OF THE LAW, FOR ALL MOLD PREVENTION AND MOLD RELATED CONCERNS. BASIS FOR DESIGN GOVERNING BUILDING CODE:. ........................ 2006 IBC GRAVITY DESIGN ROOF DEAD ......... ............................... 25 PSF ROOF SNOW LOAD ............................... 35 PSF IS (SNOW LOAD IMPORTANCE FACTOR) ..................... 1.0 DRIFTING PER IBC CHAPTER 16 DEFLECTION LIMITS ROOF ELEMENTS: TRUSSES AND JOIST TOTAL LOAD., ................................. L/240 LIVE LOAD ....... ............................... L/360 SEISMIC DESIGN MATERIALS USE GROUP ......... ............................... SPAN RATING IE .............. ............................... 1.0 SpS SHORT PERIOD) .............................. 0.5473 Sol �1— SECOND PERIOD) ............ I ........ I ...... 0.2425 SITE CLASS ......... ............................... D LATERAL SYSTEM ......... WOOD AND SPECIAL MASONRY SHEARWALLS R ............. ... ......... 6.5 AND 5 SEISMIC COEFFICIENT (ASD)......... ....... I .......... 0.120 ANALYSIS PROCEDURE....... EQUIVALENT LATERAL —FORCE PROCEDURE PORTION OF SNOW LOAD INCLUDED ....................... 20% WIND DESIGN BASIC WIND SPEED .................... ............ 90 MPH EXPOSURE .......... ............................... C Iw.............. ............................... 1.0 SOILS SOIL BEARING PRESSURE ......................... 1500 PSF SOIL BEARING PRESSURE W 1/3 INCREASE FOR. ........ 2000 PSF FOR WIND OR SEISMIC MINIMUM FROST COVER .......................... 36 INCHES AND APPROVED BY THE ENGINEER OF RECORD. PORTLAND CEMENT SHALL CONFORM TO ACI 318 CHAPTER 3.2. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT, UNLESS APPROVED BY THE ENGINEER OF RECORD OR AUTHORIZED TESTING AGENCY. WATER SHALL NOT BE ADDED AT THE JOB SITE SUCH THAT THE MAXIMUM W/C RA110 IS EXCEEDED. FORM WORK FORM WORK SHALL BE PER ACI 347R. COORDINATE WALL RELIEF, FORM WORK, FINISH AND FORM TIE PLACEMENT WITH ARCH AT EXPOSED /ARCHITECTURAL CONCRETE. PLACING PLACING OF CONCRETE SHALL BE PER ACI 304R. PLACING OF CONCRETE BY MEANS OF PUMPING SHALL BE PER ACI 304.2R. REINFORCING STEEL AND EMBEDDED ITEMS SHALL BE CLEAN AND FREE FROM FOREIGN DEBRIS. REINFORCING AND OTHER EMBEDDED ITEMS SHALL BE TIED IN PLACE AND CARE SHALL BE TAKEN TO ENSURE THAT EMBEDDED ITEMS ARE NOT DISPLACED WHILE PLACING CONCRETE. CONTRACTOR SHALL ENSURE THAT PROPER COVER IS MAINTAINED AT ALL REINFORCING DURING PLACEMENT. CONSOLIDATION CONSOLIDATION OF FOOTINGS, WALLS, SLABS ON GRADE, BEAMS, COLUMNS, AND ELEVATED SLABS SHALL BE PER ACI 309R. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. WHERE THE CONGESTION OF REINFORCING RESTRICTS THE USE OF A STANDARD HOSE NOZZLE, A REDUCED HOSE NOZZLE MAY BE USED OR AT THE CONTRACTOR'S OPTION PORTS MAY BE BORED INTO THE SIDES OF THE WALL FORMS. EMBEDDED ITEMS EMBEDDED ITEMS SHALL BE PLACED PER ACI 318 SECTION 6.3. CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. EMBEDDED CONDUITS, PIPES, AND SLEEVES SHALL NOT BE LARGER IN DIAMETER THAN 1/3 THE OVERALL THICKNESS OF THE SLAB, BEAM, OR WALL IN WHICH THEY ARE EMBEDDED AND SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS OR ELEMENT WIDTHS ON CENTER. COLD WEATHER CONCRETING LARGE EMBED ITEMS SHALL BE HEATED TO AT LEAST 3Z F PRIOR TO PLACEMENT IN CONCRETE. FROZEN SUBGRADE SHALL BE THAWED TO THE MINIMUM FROST DEPTH AS SPECIFIED IN THE BASIS FOR DESIGN. CONCRETE TEMPERATURE WHILE PLACING SHALL BE 55' F AND MAINTAINED OVER THE NEXT 72 HOURS. THE MAXIMUM ALLOWABLE TEMPERATURE DROP OVER THE NEXT 24 HOURS IS 50' F. CONCRETE TEMPERATURES SHALL BE CHECKED AT LEAST 2 TIMES PER DAY AND NOT CLOSER THAN 8 HOURS. WHEN CONCRETE IS PLACED IN COLD WEATHER CONDITIONS ACCELERATOR ADMIXTURES MAY BE USED WHEN CONCRETE STRENGTH IS INCREASED BY 25% (750 PSI MIN) AS SPECIFIED IN CONCRETE SECTION. PRIOR TO REMOVAL OF FORMS AND SHORING, CONCRETE STRENGTH SHALL REACH 1000 PSI COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. A DETAILED REPORT SHALL BE SUBMITTED WITH THE CONCRETE MIX DESIGN AND PROTECTION PROCEDURES PRIOR TO PLACEMENT OF CONCRETE TO THE ENGINEER. SLAB ON GRADE 1 -1/2" MAX AGGREGATE SIZE. CONTRACTOR SHALL FOLLOW ACI 302 AGGREGATE SPECIFICATION USING MIN OF #8 AND #4 AGGREGATES TO PROVIDE A WELL GRADED AGGREGATE MIX. CONTRACTOR SHALL PROVIDE CONTROL JOINTS AT 2 TO 3 TIMES THE SLAB THICKNESS IN FEET O.C. EACH WAY (IE) 4" SLAB =8' TO 12' JOINT SPACING. LAMINATED VENEER LUMBER (LVL) LVL SHALL HAVE THE FOLLOWING MIN PROPERTIES: Fb =2,600 PSI Fv = 285 PSI Fc (PERPENDICULAR) = 750 PSI Fc (PARALLEL) = 2310 PSI E = 1,900,000 PSI PARALLEL STRAND LUMBER (PSL) PSL SHALL HAVE THE FOLLOWING MIN PROPERTIES: Fb =2,900 PSI Fv = 290 PSI Fc (PERPENDICULAR) = 750 PSI Fc (PARALLEL) = 2900 PSI E = 2,000,000 PSI LAMINATED STRAND LUMBER (LSL) LSL SHALL HAVE THE FOLLOWING MIN PROPERTIES: Fb =1,700 PSI Fv = 400 PSI Fc (PERPENDICULAR) = 680 PSI Fc (PARALLEL) = 1400 PSI E = 1,300,000 PSI ORIENTED STRAND BOARD (OSB) OSB SHALL BE PERFORMANCE RATED BY THE AMERICAN PLYWOOD ASSOCIATION (APA). RATED SHEATHING SHALL COMPLY W/ I.C.C. REPORT NO. NER -108, EXPOSURE 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PLYWOOD SHALL BE FIVE —PLY SHEATHING CONFORMING TO APA —THE ENGINEERED WOOD ASSOCIATION W/ GRAIN PERPENDICULAR TO SUPPORTS. PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALL SHEATHING SHALL CONFORM TO THE FOLLOWING NOMINAL THICKNESS, SPAN RATING AND NAILING PATTERN UNO: THICKNESS MATERIALS USE SPAN RATING EDGE B FIELD NAILING 7/16' OSB WALLS /ROOF 24/16 8d AT 6' O.C. 8d AT 12" O.C. 15/32' OSB WALLS /ROOF 32/16 8d AT 6" O.C. 8d AT 12' O.C. 1/2" COX WALLS /ROOF 32/16 8d AT 6" O.C. 8d AT 12' O.C. 19/32' OSB ROOF 40/20 8d AT 6" O.C. 8d AT 12' O.C. 5/8" COX ROOF 40/20 8d AT 6' O.C. 8d AT 12" O.C. 23/32' OSB ROOF 48/24 8d AT 6' O.C. 8d AT 12" O.C. 314" T&G CDX FLOOR 48/24 10d AT 6" O.C. 10d AT 12" O.C. 7/8" T&G COX FLOOR 60/32 10d AT 6" O.C. 10d AT 12" O.C. 1/8" T&I COX FLOOR 60/32 10d AT 6" O.C. 10d AT 12" O.C. PREFABRICATED PLYWOOD WEB I -JOIST PREFABRICATED PLYWOOD WEB I- JOIST /PURLINS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE W/ THE LATEST EDITION OF I.C.C. REPORT ESR -1153. CONNECTIONS AND BEARING MATERIAL SHALL BE DESIGNED AND FURNISHED BY A JOIST FABRICATOR. ADDITIONAL MEMBERS SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT. WHERE BRIDGING INTERFERES W/ MECH OR OTHER INSTALLATIONS, REMOVE BRIDGING AFTER DECK IS IN PLACE AND REPLACE W/ ADDITIONAL MFR SUPPLIED HORIZ STRUT BRACING AT TOP AND BOTTOM CHORDS. PROVIDE 2" (NOMINAL) SOLID BLOCKING BETWEEN JOISTS AT SUPPORTS. JOIST HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON COMPANY OR EQUIVALENT W/ CURRENT I.C.C. APPROVAL. BOTTOM PLATES (SOLE PLATES) EXTERIOR WALLS OR SHEARWALLS: BOTTOM PLATES RESTING ON CONCRETE OR MASONRY SHALL BE TREATED DOUGLAS FIR. BOTTOM PLATES SHALL BE ANCHORED TO THE FOUNDATION W/ 5/8 "0 ANCHOR BOLTS EMBEDDED 7" MIN IN CONCRETE (GRADE A307) U.N.O. INTERIOR BEARING AND PARTITION WALLS: BOTTOM PLATES RESTING ON CONCRETE OR MASONRY AT NON SHEARWALL LOCATIONS SHALL BE TREATED DOUGLAS FIR. BOTTOM PLATES SHALL BE ANCHORED TO FOUNDATION W/ 3 /8 "0 EXPANSION ANCHORS W/ 3" EMBEDMENT AT 48" O.C. MAX OR 0.145 "0 POWDER ACTUATED FASTENERS W/ 1" EMBEDMENT AT 32" O.C. MAX. NAILS ALL NAILS, EXCEPT 16d, SHALL BE COMMON WIRE NAILS UNO. 16d NAILS MAY BE SINKERS OR BOX UNO ON PLANS OR SCHEDULES. NAILS SHALL BE DRIVEN SO THAT HEADS ARE FLUSH W/ WOOD SURFACE. OVER OR UNDER DRIVEN NAILS WILL NOT BE ACCEPTABLE. NAIL SIZE SHANK DIA LENGTH 16d 0.135" MIN 3 1/2" 10d 0.148" 3" 8d 0.131" 2 1/2 TYPE GRADE ASTM STD ALL WELDED BARS 60 A706 #4 OR LARGER 60 A615 #3 OR SMALLER 40 A615 WELDED WIRE FABRIC 60 A185 CLEAR COVER ALL DIMENSIONS NOT NOTED AS "CLR" ARE TO THE CENTER OF THE BAR. MIN COVER FOR NON- PRESTRESSED STEEL (U.N.O.) STRUCTURAL ELEMENT COVER TOLERANCE FOOTINGS AND SLAB ON GRADE 3" 3/8" WALLS (15 OR SMALLER) 1 1/2" 3/8" WALLS ( #6 OR LARGER) 2" 1/2 ELEVATED SLABS, BEAMS AND COLUMNS 1 1/2" 1 3/8" LAP SPLICES LENGTHS SHALL BE PROVIDED PER THE FOLLOWING TABLE. (U.N.O. TACK WELDING OF REINFORCING BARS NOT ALLOWED.) REBAR LAP SCHEDULE BAR (a) LAP (b) 1.7 LAP #3 18" 31" #4 18" 31" #5 23" 39" #6 28" 48" #7 36" 62" 18 47" 80" i9 59" 101" j10 75" 128" i11 92" 157" (a.) WHERE SPLICES ARE STAGGERED AT LEAST ONE LAP LENGTH USE THESE LAP LENGTHS (b.) WHERE MORE THAN 1/3 OF BARS ARE SPLICED AT ONE LOCATION USE THESE LAP LENGTHS MECHANICAL SPLICE COUPLERS MECHANICAL SPLICE COUPLERS SHALL HAVE CURRENT ICBO APPROVAL AND SHALL BE CAPABLE OF DEVELOPING 125% OF THE STRENGTH OF THE BAR. WELDING WELDING OF REINFORCING BARS, METAL INSERTS, AND CONNECTIONS SHALL CONFORM TO AWS D1.4 BENDING AND SHALL BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. ALL REINFORCING SHALL BE BENT COLD. BARS SHALL NOT BE UN —BENT AND RE —BENT. PLACE AND DETAIL ALL BARS SHALL BE DETAILED AND PLACED PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERT REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. STANDARD ABBREVIATIONS AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE AR ADDITIONAL AM AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ARCH ARCHDECR RAL ASTM AMERICAN SOCIETY FOR TONG AND MATERUL BLDG BUILDING BIXG BLOCKING BN BOUNDAW NAILING OR FASIT]M BOF BOTTOM OF FOOTING BOS BOTTOM OF STEEL BOT BOTTOM t 00 LINE 0 CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS DBL DOUBLE DEMO DEMOLITION DIA OR 0 DIAMETER DIAG DVIGONAL DIM DI90ON DWG DRAWING (� E)OSTING EA EACH EID ELEVATION EN EDGE NAILING EQ EQUAL EQUIP EQUIPMENT FF FINISH FLOOR FDN FOUNDATION FT FOOT FIG FOOTING GA GAGE GALV GALVANIZED GL GLUE - LAMINATED BEAM OR COLUMN GSN GENERAL STRUCTURAL NOTES GT GIRDER TRUSS N HIGH HORIZ HORIZONTAL HISS HOLLOW STRUCTURAL SNIPE HT HEIGHT IBC NN11YINA110NAL BUILDING CODE INFO INFORMATION K KIP (1,000 LOS.) KLF KIPS PER LINEAR FOOT KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE NCH LL DOUBLE ANGLE LI I LONG LEG HORIZONTAL UY LONG LEG VERTTCM. LO LOW LONG LONGITUDINAL LT LIGHT MAX MIXMUM MECH MECHIWICAL MFD MANUFACTURED MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS WS NOT TO SCALE O.C. ON CENTER OPP OPPOSITE HAM PL PLATE PLF POUNDS PER LINEAR FOOT PREFAB PREFABRICATION PRELIM PRELIMINARY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH ROW REINFORCING REQ'D REQUIRED RTE ROOF MOUNTED EQUIPMENT SCHED SCHEDULE SHTG SHEATHING SIM SIMILAR SPEC SPECIFICATION STD STANDARD SI. SAID. T&B TOP AND BOTTOM T&G TONGUE AND GROVE Td 'TRUSS JOIST" I_%I01ST T 0 TOP OF TRANS TRANSVERSE TYP TYPICAL. UBC INFORM BUILDING CODE LINO UNLESS NOTED OTHERWISE VERT VERTICAL WITH W7 W 0 wfTHOUT WT WEIGHS WWF WELDED WIRE FABRIC SHEET INDEX SHEET NO. SHEET TITLE REVISION SA #1 SA #2 S0,1 GSN STD ABBREVIATIONS SHEET INDEX (208)552 -9874 4 � S0.2 GSN STD ABBREVIATIONS SHEET INDEX ' qTF OF �Op� � S1.1 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS, AND SHALL NOT RE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2007 ENGINEERING SYSTEM SOLUTIONS. JOB NUMBER: 07443 S3.1 TYPICAL DETAILS S3.2 TYPICAL DETAILS S4,1 FOUNDATION DETAILS S5.1 ROOF FRAMING DETAILS 55.2 ROOF FRAMING DETAILS w 1 • ' r� O a O 0 O W U w O Z ti 0 a 00 0 O i~ Q ti O � O C) w w SHEET.• YI�I O Q o N b N N � 0 O C�7 N o 44 a E~ �1; U 4 Q W H O z a H v x H a w z w y w SEAL: ENGINEERING SYSTEM SOLUTIONS �S\0NAL FN 4943 NORTH 29TH EAST, STE A Ft�, GJSTFR G'jy F� IDAHO FALLS, IDAHO 83401 Phone: �O Q.� F� (208)552 -9874 4 � Fax: (208) 552 -9302 116 9 7 ' qTF OF �Op� � 02.15.08 THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS, AND SHALL NOT RE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2007 ENGINEERING SYSTEM SOLUTIONS. JOB NUMBER: 07443 w 1 • ' r� O a O 0 O W U w O Z ti 0 a 00 0 O i~ Q ti O � O C) w w SHEET.• YI�I O Q o N b N N � 0 O C�7 N o 44 a E~ �1; U 4 Q W H O z a H v x H a w z w y w GENERAL STRUCTURAL NOTES STRUCTURAL STEEL STEEL JOISTS /JOIST GIRDERS MASONRY BLOCK INSPECTIONS QUALITY ASSURANCE PLAN GENERAL DESIGN, FABRICATION AND ERECTION OF STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AS CONTAINED IN THE "AISC MANUAL OF STEEL CONSTRUCTION ", NINTH EDITION. MEMBERS STRUCTURAL STEEL SHALL CONFORM WITH THE FOLLOWING ASTM STANDARDS AND MATERIAL PROPERTIES, U.N.O. MEMBER DESIGNATION GRADE (Fy) W SHAPE AND STRUCTURAL TEE ASTM A992 GRADE 50 50 KSI CHANNELS, TEES AND ANGLES ASTM A36 36 KSI BARS AND PLATES ASTM A36 36 KSI STRUCTURAL PIPE ASTM A53 (GRADE B) 35 KSI HSS (RECTANGLE TUBE) ASTM A500 (GRADE B) 46 KSI HIGH STRENGTH BOLTS ASTM A325 -N -- NUTS ASTM A563 -- HARDENED STEEL WASHERS ASTM F436 -- LOAD INDICATOR WASHER ASTM F959 -- ANCHOR BOLTS (ANCHOR RODS) ASTM F1554 36 KSI (W/ WELDABILITY ■ SUPPLEMENT S1) MACHINE BOLTS ASTM A307 -- HEADED STUDS ASTM A108 (TYPE B) -- THREADED ROD ASTM A36 36 KSI OTHER STRUCTURAL STEEL ASTM A36 36 KSI FABRICATION SHOP DRAWINGS SHALL SHOW MEMBER LAYOUT, SIZE, LENGTH, BOLT HOLE SIZES AND LOCATIONS, CONNECTION DETAILS, GRADE AND ERECTION PROCEDURES CONFORMING TO AISC SPECIFICATIONS. FABRICATORS SHALL BE PRE - QUALIFIED, APPROVED AND RECOGNIZED BY THE BUILDING OFFICIAL AND CONTRACTOR AS COMPETENT TO COMPLETE REQUIRED FABRICATED ITEMS. WELDING WELDING PROCEDURES, ELECTRODES AND WELDER QUALIFICATIONS SHALL CONFORM TO THE "CODE FOR WELDING IN BUILDING CONSTRUCTION ", AMERICAN WELDING SOCIETY (AWS) AND THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS ". ALL WELDS SHALL USE A FILLER MATERIAL OF 70KSI ALL WELDS INVOLVING REINFORCING BARS SHALL FOLLOW AISC SPECIFICATIONS. WELDING OR TACK WELDING OF HIGH STRENGTH BOLTS (ASTM A325 OR A490) IS NOT PERMITTED. ALL EXPOSED BUTT WELDS SHALL BE GROUND SMOOTH. ALL CJP WELDS USED IN PRIMARY MEMBERS AND CONNECTIONS IN THE SEISMIC FORCE RESISTING SYSTEM SHALL BE MADE WITH A FILLER METAL THAT HAS A MINIMUM CHARPY V -NOTCH TOUGHNESS OF 20 FT -LBS AT MINUS 20'F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. USING 7018 ROD FULFILLS THIS REQUIREMENT. FOR ALL WELDS REQUIRING CONTINUOUS INSPECTION FABRICATOR OR ERECTOR SHALL SUBMIT A WELDING PROCEDURE TO THE ENGINEER. BOLTING ALL BOLTED CONNECTIONS SHALL BE SNUG - TIGHT, PRE - TENSIONED OR SUP CRITICAL AS DEFINED PER AISC. ALL TENSIONED BOLTS SHALL BE INSTALLED USING AN APPROVED AISC PROCEDURE. GROUT GROUT SHALL BE 5,000 PSI (MIN) NON- SHRINK FLOWABLE GROUT AND INSTALLED BEFORE ADDING VERTICAL LOAD. M ti It O a O O W rn O Q z w v w 0 w z JOIST DESIGN ALL JOISTS SHALL BE DESIGNED, FABRICATED, WELDED AND ERECTED IN ACCORDANCE WITH THE LATEST EDMON OF THE "STANDARD SPECIFICATIONS" OF THE STEEL JOIST INSTITUTE. LIVE LOAD DEFLECTIONS SHALL BE UMITED TO SPAN /360. ALL JOISTS AND JOIST GIRDERS SHALL BE CAMBERED FOR THE DESIGN DEAD LOAD. MANUFACTURER SHALL ADD ADD M ONAL WEB. MANUFACTURER SHALL ADD ADDITIONAL WEB MEMBERS AS REQUIRED AND ADJUST CHORD AND WEB SIZES ACCORDINGLY, BUT SHALL NOT ALTER DEPTH OF JOISTS WITHOUT APPROVAL OF THE ARCHITECT. DESIGN CALCULATIONS SHALL INCLUDE SUPERIMPOSED LOADS FROM MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER ROOF - SUPPORTED EQUIPMENT. VERIFY SIZE, WEIGHT AND LOCATION OF EQUIPMENT WITH ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. MANUFACTURER SHALL DESIGN JOIST AND JOIST GIRDERS IN ACCORDANCE WITH THE U.L DESIGN REQUIREMENTS IN ORDER TO ACHIEVE THE FIRE RATING SPECIFIED IN ARCHITECTURAL DRAWINGS. STEEL MEMBERS SHALL BE DESIGNED FOR AN UPLIFT PRESSURE OF 5 PSF DUE TO WIND ALL STEEL JOISTS, GIRDERS OR BEAMS SHALL BEAR AT A PANEL POINT. JOISTS OR BEAMS SHALL BE EQUALLY SPACED BETWEEN COLUMN LINES UNLESS NOTED OTHERWISE ON PLANS. INSTALLATION MANUFACTURER SHALL PROVIDE BRIDGING AS REQUIRED PER SJI SPECIFICATIONS. WHERE BOTTOM CHORD WELD IS INDICATED ON DRAWINGS, DO NOT WELD BOTTOM CHORD TO JOIST SUPPORT UNTIL FULL DEAD LOAD IS IN PLACE. WHERE CROSS BRIDGING INTERFERED WITH MECHANICAL INSTALLATIONS, REMOVE THE INTERFERING CROSS BRIDGING ELEMENTS AFTER TOTAL DEAD LOAD IS APPUED AND REPLACE WITH EQUIVALENT HORIZONTAL ANGLES AT TOP AND BOTTOM CHORDS. STEEL DECK ROOF DECK AND /OR FLOOR DECK ROOF DECK SHALL BE AS NOTED ON PLAN. DECK SHALL BE ERECTED IN ACCORDANCE W/ MFR'S RECOMMENDATIONS. STEEL DECK MAY BE EITHER GALVANIZED OR PRIME PAINTED. PROVIDE 3 SPAN MINIMUM, UNLESS NOTED OTHERWISE ON PLANS. MISCELLANEOUS: STEEL DECK SUPPLIER SHALL PROVIDE ALL NECESSARY ACCESSORIES SUCH AS RIDGE AND VALLEY PLATES, SADDLES, COVER PLATES, ETC... TO MAKE THE JOB COMPLETE. BLOCK CONCRETE BLOCK SHALL BE HOLLOW, LIGHT WEIGHT, LOAD- BEARING UNITS CONFORMING TO ASTM C55, 73, 90 AND 744 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI. ALL BLOCKS SHALL BE PLACED IN RUNNING BOND CONSTRUCTION WITH ALL VERTICAL CELLS IN ALIGNMENT, U.N.O. MORTAR: MORTAR MIX SHALL CONFORM TO REQUIREMENTS OF ASTM C270, AND ASTM C780 FOR FIELD TESTING, TYPE "M" OR "S ". GROUT: GROUT SHALL CONFORM TO REQUIREMENTS OF ASTM C476. SUFFICIENT WATER SHALL BE USED FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT SEGREGATION. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. ALL CELLS IN CONCRETE BLOCK CONTAINING REINFORCING SHALL BE FILLED SOUD WITH GROUT. ALL CELLS WITH ANCHORS SHALL BE FILLED SOIUD WITH GROUT. HOLD GROUT DOWN 1 1/2" BELOW TOP OF BLOCK AT GROUT UFT JOINTS. MASONRY COMPRESSIVE STRENGTH: NET COMPRESSIVE STRENGTH OF THE OVERALL MASONRY SYSTEM (MORTAR, BLOCK AND GROUT) SHALL BE: fm' = 1,500 PSI. MINIMUM HORIZONTAL REINFORCING: TYP HORIZ REINFORCING ....................(1) #4 SPACED AT 2' -0" MAX O.C. FLOOR AND ROOF UNES ....................CONTINUOUS 16" DEEP BOND BEAMS W/ (1) #4 TOP AND BOTTOM. TOP OF PARAPET ....................... 16" DEEP BOND BEAMS W/ (1) #4 TOP. PROVIDE BENT BARS PER TYPICAL DETAILS TO MATCH AND LAP HORIZONTAL BOND BEAM REINFORCING AT CORNERS AND WALL INTERSECTIONS TO MAINTAIN BOND BEAM CONTINUITY, U.N.O. LINTELS: MINIMUM UNTEL SHALL HAVE (1) #5 CONTINUOUS BARS (TOP & BOTTOM) AND SHALL BE SOLID GROUTED 24" DEEP. ALL UNTEL REINFORCING AND GROUT SHALL EXTEND 24" PAST JAMBS U.N.O. MINIMUM VERTICAL REINFORCING: 6" WALL ................... #5 AT 48" O.C. 8" WALL ................... #5 AT 32" O.C. 12" WALL ................... #5 AT 24" O.C. PLACE (1) #5 BARS VERTICAL FULL HEIGHT, AND (1) EA FACE IN CELL, AT WALL INTERSECTIONS, CORNERS, WALL OPENINGS AT EACH SIDE OF CONTROL JOINTS. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH AND LAP VERTICAL REINFORCING. MISCELLANEOUS: LAP REINFORCING BARS 48 BAR DIAMETERS. CONTROL JOINT LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT, BUT SHALL NOT EXCEED 24' -0" O.C. MAX. SPECIAL INSPECTION INDEPENDENT OF THE CONTRACTOR, ARCHITECT, AND ENGINEER OF RECORD SHALL BE PROVIDED BY OWNER ACCORDING TO IBC CHAPTER 17. SITE OBSERVATIONS PERFORMED BY THE ENGINEER OF RECORD DOES NOT CONSTITUTE AN INSPECTION AS DETERMINED BY THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE W/ THE CONTRACT DOCUMENTS, NOT THE SHOP DRAWINGS THE SPECIAL INSPECTOR SHALL SEND REPORTS TO THE OWNER, THE BUILDING OFFICIAL, THE ARCHITECT, THE ENGINEER, AND CONTRACTOR FOR CORRECTION. THE SPECIAL INSPECTOR SHALL SUBMIT A BI- WEEKLY AND A FINAL SIGNED REPORT STATING THAT THE SPECIAL INSPECTION WORK WAS, TO THE BEST OF HIS KNOWLEDGE, IN CONFORMANCE W/ THE PLANS, SPECIFICATIONS AND APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. CONT OR PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING WORK: VERIFICATION AND INSPECTION SEAL: ENGINEERING SYSTEM SOLUTIONS S �pNAL F �ciy 4943 NORTH 29TH EAST, STE A IDAHO FALLS, ��5 G%STE,4 IDAHO 83401 Phone: 552 �O Q <1- (208) -9874 4 �o Fax: (208) 552 -9302 11697 ■ q TF OF 9 ��FG INSPECTION OF WELDING: L B N_��P 02.15.08 THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2007 ENGINEERING SYSTEM SOLUTIONS. JOB NUMBER: 07443 womm JOIST DESIGN ALL JOISTS SHALL BE DESIGNED, FABRICATED, WELDED AND ERECTED IN ACCORDANCE WITH THE LATEST EDMON OF THE "STANDARD SPECIFICATIONS" OF THE STEEL JOIST INSTITUTE. LIVE LOAD DEFLECTIONS SHALL BE UMITED TO SPAN /360. ALL JOISTS AND JOIST GIRDERS SHALL BE CAMBERED FOR THE DESIGN DEAD LOAD. MANUFACTURER SHALL ADD ADD M ONAL WEB. MANUFACTURER SHALL ADD ADDITIONAL WEB MEMBERS AS REQUIRED AND ADJUST CHORD AND WEB SIZES ACCORDINGLY, BUT SHALL NOT ALTER DEPTH OF JOISTS WITHOUT APPROVAL OF THE ARCHITECT. DESIGN CALCULATIONS SHALL INCLUDE SUPERIMPOSED LOADS FROM MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER ROOF - SUPPORTED EQUIPMENT. VERIFY SIZE, WEIGHT AND LOCATION OF EQUIPMENT WITH ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. MANUFACTURER SHALL DESIGN JOIST AND JOIST GIRDERS IN ACCORDANCE WITH THE U.L DESIGN REQUIREMENTS IN ORDER TO ACHIEVE THE FIRE RATING SPECIFIED IN ARCHITECTURAL DRAWINGS. STEEL MEMBERS SHALL BE DESIGNED FOR AN UPLIFT PRESSURE OF 5 PSF DUE TO WIND ALL STEEL JOISTS, GIRDERS OR BEAMS SHALL BEAR AT A PANEL POINT. JOISTS OR BEAMS SHALL BE EQUALLY SPACED BETWEEN COLUMN LINES UNLESS NOTED OTHERWISE ON PLANS. INSTALLATION MANUFACTURER SHALL PROVIDE BRIDGING AS REQUIRED PER SJI SPECIFICATIONS. WHERE BOTTOM CHORD WELD IS INDICATED ON DRAWINGS, DO NOT WELD BOTTOM CHORD TO JOIST SUPPORT UNTIL FULL DEAD LOAD IS IN PLACE. WHERE CROSS BRIDGING INTERFERED WITH MECHANICAL INSTALLATIONS, REMOVE THE INTERFERING CROSS BRIDGING ELEMENTS AFTER TOTAL DEAD LOAD IS APPUED AND REPLACE WITH EQUIVALENT HORIZONTAL ANGLES AT TOP AND BOTTOM CHORDS. STEEL DECK ROOF DECK AND /OR FLOOR DECK ROOF DECK SHALL BE AS NOTED ON PLAN. DECK SHALL BE ERECTED IN ACCORDANCE W/ MFR'S RECOMMENDATIONS. STEEL DECK MAY BE EITHER GALVANIZED OR PRIME PAINTED. PROVIDE 3 SPAN MINIMUM, UNLESS NOTED OTHERWISE ON PLANS. MISCELLANEOUS: STEEL DECK SUPPLIER SHALL PROVIDE ALL NECESSARY ACCESSORIES SUCH AS RIDGE AND VALLEY PLATES, SADDLES, COVER PLATES, ETC... TO MAKE THE JOB COMPLETE. BLOCK CONCRETE BLOCK SHALL BE HOLLOW, LIGHT WEIGHT, LOAD- BEARING UNITS CONFORMING TO ASTM C55, 73, 90 AND 744 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI. ALL BLOCKS SHALL BE PLACED IN RUNNING BOND CONSTRUCTION WITH ALL VERTICAL CELLS IN ALIGNMENT, U.N.O. MORTAR: MORTAR MIX SHALL CONFORM TO REQUIREMENTS OF ASTM C270, AND ASTM C780 FOR FIELD TESTING, TYPE "M" OR "S ". GROUT: GROUT SHALL CONFORM TO REQUIREMENTS OF ASTM C476. SUFFICIENT WATER SHALL BE USED FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT SEGREGATION. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. ALL CELLS IN CONCRETE BLOCK CONTAINING REINFORCING SHALL BE FILLED SOUD WITH GROUT. ALL CELLS WITH ANCHORS SHALL BE FILLED SOIUD WITH GROUT. HOLD GROUT DOWN 1 1/2" BELOW TOP OF BLOCK AT GROUT UFT JOINTS. MASONRY COMPRESSIVE STRENGTH: NET COMPRESSIVE STRENGTH OF THE OVERALL MASONRY SYSTEM (MORTAR, BLOCK AND GROUT) SHALL BE: fm' = 1,500 PSI. MINIMUM HORIZONTAL REINFORCING: TYP HORIZ REINFORCING ....................(1) #4 SPACED AT 2' -0" MAX O.C. FLOOR AND ROOF UNES ....................CONTINUOUS 16" DEEP BOND BEAMS W/ (1) #4 TOP AND BOTTOM. TOP OF PARAPET ....................... 16" DEEP BOND BEAMS W/ (1) #4 TOP. PROVIDE BENT BARS PER TYPICAL DETAILS TO MATCH AND LAP HORIZONTAL BOND BEAM REINFORCING AT CORNERS AND WALL INTERSECTIONS TO MAINTAIN BOND BEAM CONTINUITY, U.N.O. LINTELS: MINIMUM UNTEL SHALL HAVE (1) #5 CONTINUOUS BARS (TOP & BOTTOM) AND SHALL BE SOLID GROUTED 24" DEEP. ALL UNTEL REINFORCING AND GROUT SHALL EXTEND 24" PAST JAMBS U.N.O. MINIMUM VERTICAL REINFORCING: 6" WALL ................... #5 AT 48" O.C. 8" WALL ................... #5 AT 32" O.C. 12" WALL ................... #5 AT 24" O.C. PLACE (1) #5 BARS VERTICAL FULL HEIGHT, AND (1) EA FACE IN CELL, AT WALL INTERSECTIONS, CORNERS, WALL OPENINGS AT EACH SIDE OF CONTROL JOINTS. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH AND LAP VERTICAL REINFORCING. MISCELLANEOUS: LAP REINFORCING BARS 48 BAR DIAMETERS. CONTROL JOINT LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT, BUT SHALL NOT EXCEED 24' -0" O.C. MAX. SPECIAL INSPECTION INDEPENDENT OF THE CONTRACTOR, ARCHITECT, AND ENGINEER OF RECORD SHALL BE PROVIDED BY OWNER ACCORDING TO IBC CHAPTER 17. SITE OBSERVATIONS PERFORMED BY THE ENGINEER OF RECORD DOES NOT CONSTITUTE AN INSPECTION AS DETERMINED BY THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE W/ THE CONTRACT DOCUMENTS, NOT THE SHOP DRAWINGS THE SPECIAL INSPECTOR SHALL SEND REPORTS TO THE OWNER, THE BUILDING OFFICIAL, THE ARCHITECT, THE ENGINEER, AND CONTRACTOR FOR CORRECTION. THE SPECIAL INSPECTOR SHALL SUBMIT A BI- WEEKLY AND A FINAL SIGNED REPORT STATING THAT THE SPECIAL INSPECTION WORK WAS, TO THE BEST OF HIS KNOWLEDGE, IN CONFORMANCE W/ THE PLANS, SPECIFICATIONS AND APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. CONT OR PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING WORK: VERIFICATION AND INSPECTION CONT PERIODIC STEEL MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, ■ NUTS AND WASHERS. INSPECTION OF HIGH - STRENGTH BOLTING ■ BEARING -TYPE CONNECTIONS. INSPECTION OF WELDING: STRUCTURAL STEEL COMPLETE AND PARTIAL PENETRATION ■ GROOVE WELDS. -MULTI-PASS FILLET WELDS ■ -SINGLE-PASS FILLET WELDS > 5/16" ■ -SINGLE-PASS FILLET WELDS < 5/16" ■ -FLOOR AND DECK WELDS ■ INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE W/ APPROVED CONSTRUCTION ■ DOCUMENTS MASONRY AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: -PROPORTIONS OF SITE- PREPARED MORTAR ■ -CONSTRUCTION OF MORTAR JOINTS ■ -LOCATION OF REINFORCEMENT AND CONNECTORS ■ THE INSPECTION PROGRAM SHALL VERIFY: -SIZE AND LOCATION OF STRUCTURAL ELEMENTS ■ -TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING ■ OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION -SPECIFIED SIZE, GRADE AND TYPE OF ■ REINFORCEMENT -WELDING OF REINFORCEMENT BARS ■ -PROTECTION OF MASONRY DURING EXTREME WEATHER ■ TEMPERATURES BELOW 40'F OR ABOVE 90'F PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLANCE: -GROUT SPACE IS CLEAN ■ -PLACEMENT OF REINFORCEMENT AND CONNECTORS ■ -PROPORTIONS OF SITE - PREPARED GROUT ■ -CONSTRUCTION OF MORTAR JOINTS ■ GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND CONSTRUCTION ■ DOCUMENT PROVISIONS PREPARATIONS OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND /OR PRISMS ■ SHALL BE OBSERVED COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE ■ APPROVED SUBMITTALS SHALL BE VERIFIED CONCRETE INSPECTION OF REINFORCING STEEL AND PLACEMENT ■ INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR ■ TO AND DURING PLACEMENT VERIFYING USE OF REQUIRED DESIGN MIX ■ SAMPUNG FRESH CONCRETE TO PERFORM SLUMP, AIR CONTENT AND THE TEMPERATURE TESTS PER ■ ACI 318 WELDING OF REINFORCING BARS REBAR ASTM A706 ■ INSPECTION FOR MAINTENANCE OF SPECIFIED CURING ■ TEMPERATURE AND TECHNIQUES SEISMIC FORCE RESISTING SYSTEM NAIUNG, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE WOOD SHEARWALL ■ SEISMIC - FORCE- RESISTING SYSTEM, INCLUDING DRAG STRUTS BRACES AND HOLDOWNS EPDXY- ANCHORING OPERATIONS FOR BOLT, REBAR THREADED ROD, ETC. INCLUDING VERIFICATION OF BOLT OR BAR MATERIALS, HOLE DEPTH AND DIAL, CLEANOUT, EPDXY MIXING AND PLACEMENT PROCEDURES AND EMBEDMENT DEPTH IN ■ ACCORDANCE WITH THE CONTRACT DOCUMENTS AND MFR SPECS AND RECOMMENDATIONS THE DESIGNATED SEISMIC SYSTEMS AND SEISMIC - FORCE - RESISTING SYSTEM THAT ARE SUBJECT TO QUAUTY ASSURANCE PER IBC SECTION 1705.1 INCLUDE: REINFORCING AND GROUTING OF MASONRY REINFORCING OF CONCRETE WALL SPECIAL INSPECTIONS AND TESTING SHALL BE PROVIDED IN ACCORDANCE W/ THE SPECIAL INSPECTIONS SECTION OF THE GENERAL STRUCTURAL NOTES. CA W H O z a H U H In a 50.2 0 a v I 0 Q � o N 0 �1 O � � o0 q ' N b N 44 zz a� r % q O A-, W W 0 N W W W SHEET.• 00 O O N ti • • FOUNDATION PLAN NOTES i SCHEDULES: A. A INDICATES SHEARWALLS AND LENGTH SPECIFIED BY SHADING, SEE SHEARWALL SCHEDULE THIS SHEET. B. "1 ", "F3.5 "... INDICATE ISOLATED FOOTINGS, SEE FOOTING SCHEDULE THIS SHEET. C. "W171.5 ", "W172.5 "... INDICATE CONTINUOUS WALL FOOTINGS, SEE FOOTING SCHEDULE THIS SHEET. D. "C1 ", "C2 ... INDICATE STEEL COLUMNS, SEE COLUMN SCHEDULE THIS SHEET. E. "MJ "... INDICATE MASONRY JAMB, SEE MASONRY JAMB SCHEDULE THIS SHEET. CONCRETE: A. AT WOOD WALLS, 5/8 "0 ANCHOR BOLTS W /7" EMBEDMENT INTO CONCRETE SHALL BE INSTALLED AT 48" O.C. MAXIMUM AT ALL SOLE PLATES UNLESS OTHERWISE REQUIRED PER THE SHEARWALL SCHEDULE. ALL SHEARWALLS REQUIRE 3/16x2x2 PLATE WASHER, SEE SHEARWALL SCHEDULE THIS SHEET. B. ALL EXTERIOR WOOD WALLS SHALL BE CONSTRUCTED AS AN OA TYPE SHEARWALL, U.N.O. C. CONTINUE WALL AND FOOTING REINFORCEMENT INTO WALLS AND FOOTINGS THAT ARE PERP TO EA OTHER PER DETAIL 5/S3.1. D. SEE DETAIL 3/S3.1 FOR FOUNDATION STEP. E. PROVIDE CONTROL JOINTS IN CONCRETE SLAB ON GRADE PER DETAIL 10/S3.1 AND THE GSN OPTIMIZE LOCATIONS WITH ARCHITECTURAL DRAWINGS. F. SUBGRADE FOR CONCRETE SLAB SHALL BE: 2" -3" SAND BED OVER 6" MINIMUM 3/4" MINUS COMPACTED GRANULAR FILL OVER SUB -BASE REMOVE ALL ORGANICS, FILL, LOOSE DEBRIS, SILT AND CLAY DEPOSITS TO GRANULAR SUB -BASE SCARIFY 8" AND COMPACT SUB -BASE TO 95X MAX DRY DENSITY G. "HTT22 "... INDICATE HOLDOWNS AT FOUNDATION PER DETAIL 18/S3.2, U.N.O. MISC: A. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT. B. CONTRACTOR TO VERIFY LOCATION OF ALL INSERTS IN SLAB WITH APPROVED MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS PRIOR TO CONSTRUCTION. C. COORDINATE TOP OF WALL, TOP OF SLAB, AND TOP OF FOOTING ELEVATIONS W/ ARCH. KFymnTFq 0 COORDINATE CONCRETE FINISH THIS AREA W/ ARCH. 02 COORDINATE DOWEL SIZE AND SPACING W/ CONCRETE WALL ABOVE, SEE DETAIL 21/S5.2. iJ3 SEE DETAIL 10/S3.1 FOR COLD JOINT DETAIL. c> � b AM C4 0 FOUNDATION PLAN �� SCALE: 3/16 " =1' STEEL COLUMN (C) SCHEDULE MARK SIZE BASE PLATE Cl W12x40 3/4'x/8'x1' -4' W/ (4) 3/4'f x 12' LONG ANCHOR BOLTS C2 5'0 STEEL PIPE (STD) 31 -0' W/ (4) 3 /4'f x 8' LONG ANCHOR BOLTS C3 HSSIc4x3 /18 3/4'x8' -11 W/ (2) 5/8'f x 8 w HEAM Mw TOP Kk BOTTOM, SEE 11 .1 E 05.1 SAMPLE PLAN SPECIFICATION: MJ (8) / -4 GROUTED WDIH OF JAMB VfR110111. BAR SIZE IOTA. i OF VER1UJV. BARS JMB TYPE PER SCHEDULE BELOW TYPE Ml KEYNOTES: 1. GROUT CELLS FROM FDN TO ROOF ABOVE 2. WAN. OR PIASTER THICKNESS PER PLAN. 3 TOTAL NUMBER OF VERTICAL AS BARS PER PLAN. PROVIDE DO M TO LAP AND MATCH AT FOUNDATION. BARS TO EXTEND FULL MIGHT TO FLOOR OR ROOF FULL MIGHT TO FLOOR OR ROOF FRAMING ABOVE. 4. MASONRY WALL CONTINUATION AS OCCURS. L HORIZONTAL REBAR SCHEDULE PER PEN. 51.1 a Z O H d A O w SHEARWALL SCHEDULE 1. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 18' O.C. MUNUM. 2. ANCHOR BOLTS TO FOUNDATION SHALL BE E]Bm1DED 7 MCES INTO CONCRETE DPAISION BOLTS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB SIEPDOWN) PER MEW STRUCTURAL NOTES. IDAHO FALLS, IDAHO 83401 � SHALL U SED O SILL P LATE PIECE. PROVDE 1 ANCHOR BOLT MINIMUM WITHIN 9 INCHES OF EACH FOOTING SCHEDULE END EACH PIECE, AND NO CL06 L1W TOE D 4. PROM FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEAR WALLS UNLESS NOTED 07}ERM ON PLANS OR DETAILS. 5. BIM AL PANEL EDGES AND EDGE MAL SWAMING AT BLOCCED EDGES. SEE TYPICAL SHEARWALL CONSTRUCTION DETAIL. & SWATHING SHALL BE ARRANGED SO THAT THE WIDTH OF A SHEET IN A SFLfNtWALL SHWl NOT BE LESS THAN 2 FEET. 7. aM7EO SHEAR WALLS TO BE FRMED OVER DOUBLE JOIST OR SOLID BIOCI LNG UNLESS NOTED OTHERWISE 8. FOR 5/8 (5/8� 34' THICK FFLOOR U SED. 3 1/4' 0" LONG WNAILS HW LS SL BE USED. FOR 7/8' TO 1 1/8' THICK FLOOR SHEATHING, LONG C 9. 8' LONG SDS SHALL ENGAGE BOTH PLATES, AND FRAMING BELOW. 10. PARE TREATED DOUGLAS FIR SHALL BE USED WHERE IN CONTACT WITH CONCRETE. 11. NUTS SHALL BE SELMMY FASTENED AGAINST SILL. PLATE HOWEVER, NUT AND WASHER OWL NOT BE REICESSED INTO SILL PLATE 12. ALL NUTS 9*1 HAVE 3 18'x2'x2' PLATE WASTERS. MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT 0 1/7' COX BLOC ED ONE ME OF WALL 8d a r (it 8d a 12' Op- AB a 48' 18d SDbCOiD a 5 1/2' /T O.0 FOOTING WITH BOTTOM STEEL FOOTING WITH TOP & BOTTOM STEEL MARK OB 117' CDX RDA® ONE SIDE OF WAU. ad a 4' L1,a 8d a 12' or. W1111Ha4rOf. WIDTH LENGTH 18d S9VIGBiED OF 4' at F3.0 1 51.1 a Z O H d A O w SEAL: S O LUTI ONS ENGINEERING SYSTEM �p SA F H NC/ 4943 NORTH 9TH EA T, SN ��� G RFO IDAHO FALLS, IDAHO 83401 �p� FOOTING SCHEDULE 4 �o Fax: (208) 552 -9302 1 169 7 SEE PLAN AND DETAILS FOR SEE PLAN AND DETAS FOR COISIRUCIIDN ABOVE FOOTING qr� OF VOP� CONSTRUCTION ABOVE FOOM FOOTING h REINFORCING 02.15.08 REINFORCING COPYRIGHT 2007 ENGINEERING SYSTEM SOLUTIONS. JOB NUMBER: 07443 N V U_ U M CLR M WIDTH /LENGTH WIDTH /LENGTH CLR FOOTING WITH BOTTOM STEEL FOOTING WITH TOP & BOTTOM STEEL MARK DIMENSIONS FOOTING REINFORCING THICK WIDTH LENGTH F3.0 1 3'-0 3 (4) f4 BARS EACH WAY, TOP As BOTTOM F3.5 1 3'-8' 3'-8' (5) f4 BARS EACH WAY, TOP E BOTTOM WF1.5 W -10' 1'-8' CONT (2) f4 BARS COIF, BOTTOM WF3.0 1'-0' 3'-O' CENT (3) 14 BARS CONT, BOTTOM WF3.5A 1 3'-6' CONT (4) f4 BARS CONT, TOP & BOTTOM WF4.5 1 4'-8' CONT (8) 14 BARS CONT, BOTTOM RWF3 0 1'-0' 3'-O' CONT 3 B CON, 70P CO 70P & BOTTOM W AT 18' O.C. TRMSVE SE TOP E BOTTOM 51.1 a Z O H d A O w SEAL: S O LUTI ONS ENGINEERING SYSTEM �p SA F H NC/ 4943 NORTH 9TH EA T, SN ��� G RFO IDAHO FALLS, IDAHO 83401 �p� Phone: (208) 552 -9874 4 �o Fax: (208) 552 -9302 1 169 7 qr� OF VOP� 116(l h 02.15.08 THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT, ALL RIGHTS ARE RESERVED. COPYRIGHT 2007 ENGINEERING SYSTEM SOLUTIONS. JOB NUMBER: 07443 51.1 a Z O H d A O w O W O w � 7 /'--� U 0_ • O I ' O V O ► r ' W O r � V r � V W � l M� W 0 00 q h 4 h N 0 O 00 C„ N �o b N a� U J Er Er SHEET.- F Nyl 1� 00 O O N p � h O W O w � 7 /'--� U 0_ • O I ' O V O ► r ' W O r � V r � V W � l M� W 0 00 q h 4 h N 0 O 00 C„ N �o b N a� U J Er Er SHEET.- F Nyl 1� FRAMING PLAN NOTES SCHEDULES: A. ,© INDICATES SHEARWALLS AND LENGTH SPECIFIED BY SHADING, SEE SHEARWALL SCHEDULE THIS SHEET. B. 10, (1)... INDICATE BEAMS OR HEADERS, SEE BEAM SCHEDULE THIS SHEET. C. "Cl ", "C2"... INDICATE STEEL COLUMNS, SEE COLUMN SCHEDULE THIS SHEET. D. "ML1 ", "ML2"... INDICATE MASONRY LINTEL, SEE LINTEL SCHEDULE THIS SHEET. E. "MJ "... INDICATE MASONRY JAMB, SEE MASONRY JAMB SCHEDULE THIS SHEET F. "CJ "... INDICATE MASONRY CONTROL JOINT, SEE DETAIL 16/S3.2, COORDINATE EXACT LOCATION OF MASONRY CONTROL W/ ARCH. TERMINATE HORIZ BARS AT CJ. WALLS: A. 2x6 BEARING WALLS SHALL BE FRAMED AT 16" O.C. U.N.O., ADD (1) 2x6 BELOW EA TRUSS WITH SPANS EXCEEDING 20' -0 ", SEE PLAN FOR LOCATIONS. ADD (2) 2x6 BELOW EA GIRDER TRUSS, U.N.O. B. KING AND TRIMMER STUDS (FOR 2x6 EXTERIOR WALLS): 8' -0" OPENING OR LESS: (1 ) KING STUD AND (1) TRIMMER STUD REQUIRED, U.N.O. 8' -1" TO 12' -0" OPENING: 2) KING STUDS AND (2) TRIMMER STUDS REQUIRED, U.N.O C. I = INDICATES STRUCTURAL WALLS, SEE PLAN FOR LOCATIONS. D. C . � ._ ::1 INDICATES NON- STRUCTURAL WALLS, SEE PLAN FOR LOCATIONS. E. ALL EXTERIOR WOOD WALLS SHALL BE CONSTRUCTED AS AN (D TYPE SHEARWALL, U.N.O. F. WHERE DOUBLE TOP PLATES ARE BROKEN, STEPPED, OR PENETRATED W/ PIPES AT THE EXTERIOR WALLS OR INTERIOR SHEARWALLS, CONNECT TOGETHER WITH SIMPSON MSTC40 OR TS22 STRAP, U.N.O. G. M INDICATES SIMPSON CS16 STRAP PER DETAIL 15/S3.2. FRAMING: A. WEB STIFFENER SHALL BE INSTALLED IN WOOD I -JOIST PER JOIST MANUFACTURER. MISC: A. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. RESOLVE ANY DISCREPANCIES WITH ARCHITECTS. B. ROOF SLOPE SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. C. ALL HANGERS, CUPS AND STRAP CONNECTORS ON THE PLANS AND DETAILS ARE SIMPSON STRONG TIE PRODUCTS U.N.O. KEYNOTES WALL SHEATHING SHALL BE PLYWOOD. 2Q POCKET BEAM INTO WALL (�D SOLID GROUT FIRST (5) CELLS BELOW WINDOW. ® COORDINATE CONCRETE FINISH AND FORM 11E PLACEMENT W/ ARCH. ( 5 1/47 1/4 PSL COLUMN, SEE DETAIL 20/S5.2 © SEE DETAIL 21/S5.2 FOR REINFORCING REQUIRED AT JAMBS. 70 SEE DETAIL 5/S3.1 (SIM) FOR CORNER REINFORCEMENT. ® SEE 16/S5.2 FOR STEEL DECKING. ® AT CMU /CONCRETE JOINT #5x3' -0" LONG HORIZ BARS AT 16" O.C. 10 USE 1 TRIMMER AND 2 KING STUDS EPDXY EMBED 8" MIN. MASONRY TYI N 16 3 S5.2 C1 Cl 1 7 S5.2 (3) 32LH06 (SCISSOR) STEEL JOISTS STEEL COLUMN (C) SCHEDULE MARK SIZE BASE PLATE C1 W1 2x40 314'x18 -4' W/ (4) 3/4 x 12' LONG ANCHOR BOLTS C2 5 STEEL. PPE (STD) 3/4'x12*x1' -0' W/ (4) 314'0 x 8' LANG ANCHOR BOLTS C3 H556et40/16 W/ 2) 51lrO x B LONG WACO STUDS TOP & BOTTOM, SEE 11 .i & 6/S5.1 F FRAMING PLAN?C%_�j SCALE:3 /16 " =1' MASONRY LINTEL SCHEDULE WALL SCHEDULE i. MARK TYPE THICKNESS 3. REINFORCING VERTICAL 2 HORIZONTAL MITI" MASONRY HI-R 12' 05 AT 24 O.C. 3 /4 AT 24' O.C. CWt CONCRETE 16 /4 AT If O.C. EACH FACE 2. +4 AT If O.C. EACH FACE • WALLS RWRE SPECIN. INSPECTION AS OUTLINED N THE NSPELRION SECTION OF THE GSA. APPRML 8 - GROUP CELL 1FICIUM PLYWOOD SPACER - 3' WIDE BY BEAM DEPTH W MASONRY LINTEL SCHEDULE BEAM & HEADER SCHEDULE i. 3 1/21/2 5 1/2 3 1/21/2 5 1/2 2 1 3. KEYNOTES: 4. 2 5. 1 1 6. 1 1 7. 3 L 1. UE SDTm CMI BOND KEYNOTES: o IN NALS STAGGERED AT 8 O.C. AS SHOWN 2. (3) ROWS OF IN NAILS AT 8' O.C. AT 14' MEMBERS OR DEFER AS SHOWN o PLYWOOD SPACER - 3' WIDE BY BEAM DEPTH W BEAM am a BMW o MARK SIZE o (3) 2x8 OR 68 OR (3) 1 3/405 i/2 LVL OR 5 1 /4x0 1/2 PSL DO MDSE O 5 1/41116 LVL OA NOTE AT CONTRACTORS OPTION AN ALTERNATE BEAM WMIFACTUREiR MAY BE USED PROVIDED MINIMUM BEAM PROPERiES ARE MET PER GSA. 8d a tF Oit 3 "I AB a 4g' QG Red SDWLCEr� a 5 1 /7' OC � OB 1/2' = BLOC 0 ONE SIDE OF WRL 3 m a I f= 5/" AB a 42' D G IN SIWiIm a 4' 11G o Ll W N N Z N t' ZN E WIDTH E WIDTH HI -R CMU NOTES: 1. STM0ARD WALL RENFDRCNG SWILL CONTINUE THROUGH MASONRY LINTEL 2. ALL LINTELS AND 2'-0 MN OF ADJACENT WALLS SHALL BE GROUTED SOW. UNO. 3. WHERE HORIZONTAL RENPORCNG CANT EXTEND 2' -0 BEYOND OPO4K PROVIDE 90 DEG STD HOOK. 4 • ANY SPLICES N TOP BAILS, BOTTOM BARS, OR TINS SHALL HAVE A MINNUM LFmm OF 72 BAR DAAETERS. 5. SEE ARCHffwft RAL DWGS FOR REOUNE]Mi n; CONTRACTOR TO OOORDNAIE IL MASONRY LINTELS MAY NOT BE USED TO SUPPORT FUTURE MEZZANINE LOADS ETC. MARK SIZE HORIZONTAL REINFORCING VERTICAL REINFORCING WIDTH DEPTH MI.1• 12 HI -R 24" 15 a V QC. i(1) M 2* If It 3Y 15 a V Ot 11 Cow BXF M 3* 12' HI-R 40 11 Cow 10P #5J9 2C Ot IE4• 12' Hl-R 56 XP 15 a 2C QG 11 00o "m ML5• 12' CMU M' s a 2C QG 1 MLM I CMU 104• M #5 w a 20 Ot (1 DEPTH • MASONRY LINTELS REAM SPECIAL NSPEDTION AS OUMNED N TIE INSPECTION SECTION OF THE G5H1 SAMPLE PLAN SPECIFICATION: W (8) i5 -44e L L ___ GROUTED WIDTH OF AN VERTICAL BAR WE l __ T0TAL / OF VERTirx BARS JAB TYPE PER SCHEDULE iEI.AIM TYPE M1 KEYNOTES: 1. GROUP CELLS FROM FON TO ROOF ABOVE. 2. WALL OR PILASTER TFNCIOESS PER PLAN. 3. 10TAL NUMBER OF VERTIC& AM BARS PER PINT. PROVIDE DOWEL TO LAP AND MATCH AT FOUNOATHON. BARS TO DMND FULL HEIGHT TO FLOOR OR ROOF FULL HET% f TO FLOOR OR ROOF FRAMING ABOVE 4. MASONRY WALL CONTINUATION AS OCCURS. 5. HORIZONTAL REBAR SCHEDULE PER PLAN. r 1s/ O ft- ffi v ll lllft l: :� BEAM & HEADER SCHEDULE i. 3 1/21/2 5 1/2 3 1/21/2 5 1/2 2 1 3. 2 4. 2 5. 1 1 6. 1 1 7. 3 L (2) 2x MEMBERS (3) 2x MEMBERS (2) LVL MEMBERS (3) LVL MEMBERS KEYNOTES: 1. IN NALS STAGGERED AT 8 O.C. AS SHOWN 2. (3) ROWS OF IN NAILS AT 8' O.C. AT 14' MEMBERS OR DEFER AS SHOWN 3. PLYWOOD SPACER - 3' WIDE BY BEAM DEPTH W MARK SIZE MARK SIZE O (3) 2x8 OR 68 OR (3) 1 3/405 i/2 LVL OR 5 1 /4x0 1/2 PSL O2 200 OR ft10 OR (3) 1 3/47 1/4 LVL OR 5 1/40 1/4 O 5 1/41116 LVL OA NOTE AT CONTRACTORS OPTION AN ALTERNATE BEAM WMIFACTUREiR MAY BE USED PROVIDED MINIMUM BEAM PROPERiES ARE MET PER GSA. r 1s/ O ft- ffi v ll lllft l: :� SHEARWALL SCHEDULE i. FRAMING HEMMER SUPPORiING MATERIAL SWILL BE SPACED AT i6 O.C. MAXIMUM. 2 (AWAY FROM EDGE OF SLAB OR SLAB STEPC ) PER WO 7 INCHES K WO I � WIES0'AIISIDN BOLTS MAY BE USED AT INTERIOR WALLS 3. A MINIMUM OF 2 ANCHOR BOLTS SHALL BE USED ON EACH SILL PLATE PEACE. PROVIDE 1 ANCHOR BOLT ~A1 WI NN 9 INCHES OF EACH END OF EACH PIECE, AND NO CHASER THAN 4 1/2 TO EN) OF PLATE 4. PROVIDE FRAL HEIGHT DOUBLE STUDS AT ENDS OF SHEAR WARS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. 5. BLACK ALL PANEL EDtN =S AND EDGE NALL SHEATHNG AT BLOCKED EDGES. SEE TYPICAL SHEARWALL C ON51AUC M DETAIL 6. SHEATHING SHALL BE ARRANGED 90 THAT THE WIDTH OF A SHEET N A SHEARWALL SHALL NOT BE LESS THAN 2 FEET. 7. ELEVATED SHEAR WALLS TO BE FRAMED OVER DOUBIIE JOIST OR SOLID BLACIONG UNLESS NOTED OTHERWISE L FOR (IAN) /4- NAILS SHAT 8E USED. ' 3 1/4 (MIN) LANG NAILS SHALL BE USED. FOR 7/8' TO 1 1/8' THICK FLOOR SHEATHING, 9. 6' LONG SDS SUM SHALL DRGAGE BOTH PLATES, AND FRAMING BELOW. 10. PRESSURE TREATED DMXW FIR SHALL BE USED WHERE IN CONTACT WiTH CONCRETE. 11. MAPS SHALL BE SECURELY FASTENED AGAINST SAIL PLATE HOWEVER, NUT AND WASHER SHALL L NOT BE RECESSED INTO SILL PLATE 12. ALL NUTS SHALL HAVE 3116'x2 PLATE WASHERS. MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT OA 1/2" IDOL =0 ONE SIDE OF WIU. 8d a tF Oit 8d a If O.G "I AB a 4g' QG Red SDWLCEr� a 5 1 /7' OC OB 1/2' = BLOC 0 ONE SIDE OF WRL ad AT 4 QC m a I f= 5/" AB a 42' D G IN SIWiIm a 4' 11G r 1s/ O ft- ffi v ll lllft l: :� SEAL: ENGINEERING SYSTEM SOLUTIONS S \ONAL F Nc�2 4943 NORTH 29TH EAST, STE A ��5 GRSrFR IDAHO FALLS, IDAHO 83401 Phone: 552 (208) -9874 4 Fax: (208) 552 -9302 11697 � q rE OF 9 ��FC L B P_��P 02. THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2007 ENGINEERING SYSTEM SOLUTIONS. JOB NUMBER 07443 r 1s/ O ft- ffi v ll lllft l: :� 0 W CA O Q z U O W z Fro U ti O V O h� w F O F � F� W l Hsi w q kn 1� ao O N N N LL N I O O a, COO � N o b N ti -q a� a U 3 � Q Q ra (r W SHEET: S2,01 F O F �� V M�M 00 O O N 0 W CA O Q z U O W z Fro U ti O V O h� w F O F � F� W l Hsi w q kn 1� ao O N N N LL N I O O a, COO � N o b N ti -q a� a U 3 � Q Q ra (r W SHEET: S2,01 F O F �� V M�M 01 CONTROL JOINT IN CONCRETE SLAB ON GRADE TYPICAL FIELD INSTALLED WEB MEMBER AT STEEL JOIST r4 STANDARD REBAR BENDING DETAILS 1 TYPICAL UTILITY TRENCH AT CONTINUOUS FOOTING NO SCALE NO SCALE TD10027 NO SCALE TD10004 NO SCALE TD10001 6 KEYNOTES: KEYNOTES: 4 2 KEYNOTES: O U ' 2 3 1 1. EDGE NAILING PER SHEARWALL CONNECTION NAILING 1. CONCRETE WALL W/ REINF PER 1. CONCRETE FOUNDATION, SEE PLAN O SCHEDULE JOIST OR TRUSS BEARING ON PL OR GIRDER, TOENAIL 3 8d FOUNDATION DETAILS AND PLANS N BRIDGING TO JOIST, TOENAIL EACH END 2 8d 2. REBAR, SEE PLAN O 2. WALL SHEATHING AS OCCURS SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16" O.C. 18" MIN LAP i 2. CORNER BARS TO MATCH SIZE o j TOP PLATE TO STUD END NAIL TO EACH STUD 2 16d SPLICE (TYP) AND SPACE OF HORIZ REINF IN Z 3. COMPACTED SUBGRADE, SEE GSN M as 4 3 3. LOCATION OF STRAP AT END OF SHEARWALL, SEE PLAN FOR TYPE STUD TO SOLE PLATE 4 8d TOENAIL OR 2 16d END NAIL WALL 4. 4 0 PVC RADON TUBE s d w 3 5 OF RAP DOUBLE STUDS, FACE NAIL, LINO 16d AT 24 " O.C. NOTE: ¢ q Q 2 DOUBLE TOP PLATES, FACE NAIL, LINO 16d AT 16" O.C. 2 A. (2) REBAR MATS AT 12" CONCRETE NOTE: O �--, 4 ►-, 4. FULL HEIGHT WOOD STUD TYP TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2 16d WALL CORNER V-6' A. INSERTIONS IN FOUNDATION SHALL EXTERIOR SHEATHING AT CORNER 5. 16d FACENAIL AT 16" O.C. CEILING JOISTS TO PLATE, TOENAIL 3 8d MIN NOT OCCUR AT BUILT -UP POSTS OR AT STUD LOCATIONS CONTINUOUS HEADER TO STUD, TOENAIL 4 8d 6. DISTANCE FROM CORNERS TO CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3 16d © 3 CENTER OF STRAP EQUALS CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 16d WIDTH OF WALL (MAX) RAFTER OR TRUSS TO PLATE, TOE NAIL 3 8d 1 4 7 7. SHEAR SHEATHING MAY BE BUILD -UP CORNER STUDS, LINO 16d AT 24" O.C. 4 2 1 INTERRUPTED AT INTERSECTING O 1 WALLS UNLESS NOTED OTHERWISE PLANS. NAIL z_ Q o - - - ON NOTES: z� TO SPACER STUD AS SHOWN. CD 3 2 A. MINIMUM NAILING SPECIFIED HEREIN SHALL BE PROVIDED UNLESS NOTED OTHERWISE ON ° 8. 16d FACENAIL AT 6" O.C. PLANS, DETAILS OR GSN. COMMON OR BOX NAILS MAY BE USED. 16d NAILS MAY BE 1 EITHER COMMON OR SINKER 5 B. NAILING NOT NOTED OTHERWISE SHALL BE PER IBC TABLE 2304.9.1 a Q INTERIOR SHEATHING AT WALL / / 1' 6" H INTERIOR SHEATHING AT CORNER INTERSECTION l � J MIN Q 1 TYPICAL SHEAR SHEATHING AT WALL INTERSECTION 9 MINIMUM NAILING SCHEDULE 5 TYPICAL CONCRETE CORNER (PLAN) 2 RADON TUBE INSERT THROUGH FOUNDATION ►� W �ll NO SCALE M10012 NO SCALE TD70011 NO SCALE M10005 NO SCALE M10002 Q Z w h� KEYNOTES: KEYNOTES: W 1. Ct OF INTERMEDIATE SUPPORT, 1 1. #4 DOWEL TO LAP AND MATCH O 5 6 SEE PLAN WALL REINF 24" 2. PUDDLE WELDS AT PERIMETER, O SEE PLAN FOR SIZE AND 24" SPACING 2. #4 DOWEL TO MATCH FOOTING Z 3. (L OF END SUPPORT, SEE PLAN REINFORCEMENT • 24" 4. PUDDLE WELDS, SIZE AND SPACING PER PLAN 24" 5. SIDE SEAM, ATTACHMENT PER 3. COMPACTED SUBGRADE, SEE GSN a PLAN NOTE: W 6. STEEL DECK, SEE PLAN 2 2 A. FOR ITEMS SHOWN BUT NOT w V6 KEYNOTED, SEE FOUNDATION o a w DETAILS SEAL: 3 Ir ENGINEERING SYSTEM SOLUTIONS S�pNAL F �C __ 4943 NORTH 29TH EAST, STE A G�STFR /, SHEET. IDAHO FALLS, IDAHO 83401 Phone: (208) 552-9874 0- Fax: (208) 552 -9302 11697 �'9 qTF OF S36 3 FL L BA_�� 02.15.08 2 STEEL DECK ATTACHMENT s CONCRETE FOOTING AT CONCRETE WALL THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT, ALL RIGHTS ARE RESERVED. NO SCALE M10026 NO SCALE TD10008 COPYRIGHT 2007 ENGINEERING SYSTEM SOLUTIONS. JOB NUMBER: 07443 KEYNOTES: 1. WALL SHEATHING PER PLAN AND SHEARWALL SCHEDULE 2. HOLDOWN PER PLAN 3. 2x WOOD STUD WALL PER PLAN 4. CONCRETE WALL PER PLAN 5. WOOD ATTACHMENT PER HOLDOWN CONNECTION SCHEDULE 6. EDGE NAILING PER SHEARWALL SCHEDULE 7. 2x DOUBLE STUD 8. 6x6 POST 9. WOOD JOIST PER PLAN PLAN SECTION A HHDQ HOLDOWNS 10. 2x TRIPLE STUD PLAN VIEW HTT; PHD; LTT; HDQ HOLDOWN PLAN VIEW SECTION D _ SECTION E STHD AND STHDRJ HOLDOWN TYPICAL HOLDOWN SCHEDULE NO SECTION "B" CAULKING DETAIL TYPICAL CONTROL JOINT KEYNOTES: 1. ADDITIONAL VERTICAL BARS ON EA SIDE OF ALL CONTROL JOINTS 2. TERMINATE ALL REINFORCING 2" FROM CONTROL JOINTS 3. BACKER ROD 4. WIDTH OF HEAD JOINT 5. DEPTH OF CAULKING 1/2 THE WIDTH OF THE HEAD JOINT 6. HALF UNITS 7. CONTROL JOINT NOTE: A. CONTROL JOINTS SHALL BE A MIN OF 32" FROM AN OPENING SCALE L a a d TYPICAL MASONRY CORNER (PLAN) ID 10020 KEYNOTES: 1. (1) #5 VERT MIN 2. MASONRY WALL, SEE PLAN 3. CORNER BARS TO MATCH SIZE AND SPACE OF HORIZ REINF IN WALL NOTE: A. GROUT SOLID (5) CELLS AT CORNER NO TYPICAL SHEAR PANEL BLOCKING SIMPSON CS16 STRAP AT WINDOW OPENING KEYNOTES: 1. STRAP FROM END OF UPPER LEVEL SHEAR WALL WHERE INDICATED ON PLANS. INSTALL ON DBL STUD, EDGE NAIL SHEATHING AT DOUBLE STUD 2. FULL HEIGHT DOUBLE STUDS AT EACH END OF SHEARWALL UNLESS NOTED OTHERWISE ON PLANS, FACE NAIL DBL STUDS W/ 16d AT 16" O.C. 3. EDGE NAILING AT ALL SHEATHING PANEL EDGES PER SHEARWALL SCHEDULE, STAGGER NAILS AT DBL PLATE OR STUDS 4. HOLDOWN TO FOUNDATION W/ REQ'D ANCHOR BOLT OR STRAP TO LOWER LEVEL AT ENDS OF SHEARWALL WHERE INDICATED ON PLANS 5. ANCHOR BOLTS TO FOUNDATION OR NAILS TO LOWER FRAMING PER SHEARWALL SCHEDULE 6. CONTINUOUS 2x SOLE PLATE 7. FIELD NAILING AWAY FROM PANEL EDGES PER SHEARWALL SCHEDULE 8. SOLID 2x BLOCKING AT ALL PANEL EDGES 9. VERTICAL STUDS AT 16" O.C. 10. PROVIDE ADDITIONAL KING STUDS AT OPENING PER PLANS OR SCHEDULE 11. CONT DBL 2x TOP PLATE, SPLICE PER TYPICAL DETAILS 12. CONTINUE TOP PLATES OVER HEADER 13. WOOD HEADER 14. TRIMMER STUD UNDER HEADER PROVIDE ADDITIONAL TRIMMERS - WHERE INDICATED ON PLANS 15. WALL SHEATHING PER SHEARWALL SCHEDULE 16. SOLID BLOCK TO RECEIVE STRAP AS OCCURS, SEE PLAN KEYNOTES: 1. SIMPSON CS16 STRAP W/ 8d NAILS AT `4" O.C. 2. WOOD STUD WALL, SEE PLAN 3. 2x SOLID BLOCKING UNDER STRAPS 4. WALL SHEATHING AS OCCURS, SEE PLAN AND SHEARWALL SCHEDULE NOTES: A. AT CONTRACTORS OPTION STRAP MAY BE CONTINUOUS OVER OPENING B. STRAP SHALL BE PLACED ON EXTERIOR OF SHEATHING C. WALL PANELS ABOVE AND /OR BELOW OPENINGS SHALL BE CONSTRUCTED AS SAME SHEARWALL TYPE AS ADJACENT FULL- HEIGHT PANEL, SEE PLAN AND SHEARWALL SCHEDULE 5' -0" MAX TYPICAL LARGE OPENING IN DECK 18" MAX OPENINGS IN ROOF DECK KEYNOTES: 1. L4x4x1/4 2. L2x2x3/16 EXTEND 18" BEYOND OPENING EDGE 72AMING MEMBER PER PLAN :OPE VERT LEG AT FRAMING MEMBER 3416 3 2 TYP 3/16 V 3 SECTION A TD1 • • 0 ti O "It O O O Z u w 0 w z 53.2 0 a 00 O O N Q ti O a O � Q O O � u H W W o en 00 q o N h b N N � 0 O � ao a ' N 0 � N 1 a� u. I A Q H W Q H y w SHEEP SECTION B SECTION "A" CONTROL JOINT TYPICAL SMALL OPENING IN DECK (18" SQUARE MAX) 9' -0" 1 AP SPI ICF SECTION C SEAL: ENGINEERING SYSTEM SOLUTIONS S�ONAL F �c�2 4943 NORTH 29TH EAST, STE A ��5 GISTER IDAHO FALLS, IDAHO 83401 Phone: (208) 552-9874 4 Fax: (208) 552 -9302 11697 OF A FC l B A�� 02.15.08 THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2007 ENGINEERING SYSTEM SOLUTIONS. JOB NUMBER: 07443 53.2 0 a 00 O O N Q ti O a O � Q O O � u H W W o en 00 q o N h b N N � 0 O � ao a ' N 0 � N 1 a� u. I A Q H W Q H y w SHEEP SECTION B SECTION "A" CONTROL JOINT TYPICAL SMALL OPENING IN DECK (18" SQUARE MAX) 9' -0" 1 AP SPI ICF SECTION C F I.PO%IN INV 0 N S N O s u. 5EE 51TE PLAN FOR CONTINUATION OF ROOF DRAIN LINE (INVERT. q1' -6 ") 'A w ° 3" w iV 6A5 METER BY LOCAL oh 6A5 COMPANY. SIZE FOR 675,000 BTU 2" 6" GOLD WATER SERVIGE LINE TO BUILDIN6. REFER 51TE PLAN FOR GONT. 3 � EPA. • • • P -I1 3' 5EE 51TE PLAN FOR CONTINUATION OF ROOF DRAIN LINE (INVERT. q1' -6") OUTDOOR STORAGE REFER TO SHEET A/MI.I FOR WASTE PIPING BELOW FLOOR P-b „ P -11 I 2, 6 �� I t 2 " P -2 P -5 _ _ - 2 1 /2" µ' �L2 I" 3/4 P -1 m � -- 2 .. HALL 2 .. 107 T ` 4 " � T 108 .R. 7 F MECH. IOq " 1 3 O P -8 D 1220 50. FT. OFFICE g 103 ROOF AREA OFFICE 105 - •' 6 OFFICE f04 2 co E� �kc5 o b � rf4 co o 0 �h I" u Ni O - e e l�- - -- - - -- - C - - - G - - - -- - - - - - - - - �- 3 P -II Q I p p C LQ _. co I r w z _a o : a Q q FLOOR PLAN - PLUMBING Nom\ 5GALE: 10 = 1 1 -0 11 5EE 51TE PLAN FOR 2" VENT CONTINUATION - ii 1 -1/2" GW FOR P -2 P -S P -3 36" 50UARE LAWN SPRINKLERS 51PHONIG r 4" ROOF DRAIN FLA5HIN6 UNDER OVERFLOW 5IN6LE PLY ROOF - - - U 2" 1 P -1 C- 2 -- — 2" --Q P -7 MEMBRANE DRAIN 2 HIGH 4�� RIGID INSULATION 3 ° 1 P -2 KATER P -I DAM 1 f 4 a- -O GOT6 P -I — — -- — - - -- - - - - - -- 2 " — �1 _... .,..... 1� �4" �T &10 /,',,,- 6P-1 1 " 2" VENT 6 GOLD WATER SERVIGE TO BUILDING 1 R15E UP TO FIRE I GOT6 RISE 3" RDL UP R15ER AND PRV STATION 1 IN GHASE ABOVE ' - - _ - - 4" 5EE SITE PLAN FOR CONTINUATION A I PARTIAL FOUNDATION PLAN - PLUMBING ..i, 0 , ROL CLAMP OVERFLOW - r C G G 5GALE: 1/4° - 1'-0' 1 g IROOF DRAIN DETAIL 3/8" DIA ATTACH GONSTRI GAS FIRED UNIT HEATER .UE THRU ROOF TO )OF GAP. 5EE PLAN SID SGHEDULE FOR 517E 6A5 LINE --- DIRT LE6 N5 COGK NO 5G^LE I G I UNIT HEATER PIPING DETAIL I NOx^LE I� TYPICAL 6A5 FIRED UNIT HEATER SUPPORTED FROM ROOF STRUGTURE. REFER TO DETAIL G/MI.I FOR 6A5 LINE CONNECTION AND SUPPORT DETAILS. �2 6A5 FIRED FURNACE WITH OX COOLING GOIL. REFER TO DETAIL Gil FOR 6A5 LINE CONNECTION AND TO DETAIL D/MI2 FOR REFRIGERANT PIPE CONNEGTIONS. O WATER PRV STATION. REFER TO DETAIL E/MI.3 FOR CONNECTION OF PIPING TO PRV AND TO FIRE SPRINKLING 5Y5TEM. O DROP 3" ROOF DRAIN AND 3" OVERFLOW DRAIN LINES DOWN IN GHASE. EXTEND OVERFLOW DRAIN LINE OUT TO 3" SGUPPER AT 12" ABOVE GRADE. REFER TO PARTIAL FOUNDATION PLAN A/MI,I FOR CONTINUATION OF ROOF DRAIN LINE. O DROP 6" ROOF DRAIN AND 6" OVERFLOW DRAIN LINES DOWN WALL AND EXTEND OVERFLOW PIPING OUT TO 6" SGUPPER AT 12" ABOVE GRADE. DROP ROOF DRAIN PIPING BELOW FLOOR AND EXTEND OUT TO LANDSGAPE 511111 REFER TO 51TE PLAN FOR CONTINUATION. O6 ALL AREAS OF BUILDING ARE TO BE FIRE SPRINKLED. COORDINATE FIRE SPRINKLING LINES WITH LIGHT FIX'TURE5, BUILDING STRUCTURE AND WITH OTHER PIPING. ALL PIPING 15 TO BE IN J015T SPACES. WAREHOUSE 15 HIGH PILE 5TORA6E. O MOUNT CONDENSING UNIT A5 SPECIFIED ON CONCRETE. R15E REFRIGERANT PIPING UP INSIDE EXTERIOR WALL. RUN OVER HEAD TO FURNACE. REFER TO DETAIL D/MI2 FOR CONNECTION TO FURNACE. O8 R15E 1/2" GOLD WATER FILL LINE UP THRU ROOF AND CONNECT TO EVAPORATIVE COOLER ABOVE WITH W -OFF VALVE. RUN DRAIN LIDS FROM EVAP COOLER OUT ON ROOF. ENGINEERED SS\ONAL F M SYSTEMS ��IS T FF ASSOCIATES a c 315 WEST CENTER 6 2 POCA 83 041DAH0 I((0 PHONE: (208) 233 -0501 Of �� �v� FAX: (208) 233 -0529 F C S�0 ESA JOB NUMBER 07115 z4 cf� ' V � I O • r� M1.1 YEATHER GAP ABOVE ROOF _ - 'A w ° w iV oh !1 w C) �. w � � O (' z I- � w M1.1 YEATHER GAP ABOVE ROOF _ - E 4 co N 0 ry S 10x4 TO TYP. WALL GAP MEGH. 106 hila� • uo al OFFICE 105 0 OFFIGE 104 HALL T.R. . T.R. GaD G 10x4 GD-I 340 OFFICE 103 ml luml R6-2 BELOW ROOF eo I co, 5GAL..E: I/8" = 1' -0" 1 -112 "0/16" ANGLE IRON 5TAND BELOW FURNACE. YELPED CON5TRUCTION W/ PROVIDE 51LIGONE 5EALANT ANGLES ON ALL 4 51DE5. AROUND FURNACE AND AT ALL SS ,ONAL y EDGES OF PLENUM TO PROVIDE 51ZE FRAME TO MATGH AN AIRTIGHT SEAL (fYPIGAL). EQUIPMENT FURNI5HED. 315 WEST CENTER POCAT \`to �b$ Al- OF �� F C S\3 GUT OPENING IN TOP OF PANEL ESA JW NUMBER 07115 FOR RETURN / OUT5IDE AIR DUCT A5 REQUIRED. GUT OPENING IN -- 20 GAUGE GALV. IRON TOP PANEL OF METAL PLENUM WITH ° I PLENUM TO MATCH THICK DUCT LINER ON FURNACE INLET. INSIDE EXCEPT AT 1 ANGLE 5UPPORT5 AND 8X8 AGGE55 DOOR ANGLE STAND BELOW FURNACE. RETURN AIR PLENUM 1 -112 "x3/16 ANGLE IRON FRAME ON ALL 4 51DE5 OF PLENUM WITH HELPED GON5TRUGTION. 10i '��'� a_ a FROM OA TRUNK DUCT MOTORIZED OA DAMPER (2 -PO51 TI ON- OPEN/GL05E) MANUAL OA DAMPER. BALANCE PER OUTSIDE AIR BALANGE _ 5GHE DOLE 5HEET MI .2 6X6 DUCT ALGE55 DOOR E 17YPICAL O.A. DUCT DETAIL FULLY 6A5ED OX COOLING EXTERIOR WALL 20 GA. GALVANIZED COIL SLEEVE. ALLOW PIPING TO MOVE FREELY THRU 5LEEVE 20 GA. GALVANIZED GOOLI NG COIL C.ONNECTION5 SHEET METAL STRAP INTAKE COOLING COIL FLA5HIN6 COND. DRAIN VAGUUM APPROX. 6 rr BREAKER TO ATM05PHERE- -------- � PURNAGE EXHAUST -- - - - - -- EXHAUST INTAKE CLAMP SCREW 5LEEVE 5E-CaRELY APPROX. 6" TO 2x4 BRAGING. 5GREW HEAD TO BE IN5TALLED IN51DE OF 5LEEVE. RUN TO NEARE5T (TYPICAL OF 4) FLOOR DRAIN - A I RETURN AIR PLENUM DETAIL I NOxALE I B I FURNACE FLUE DETAIL Y � 1/2" 3/4" C� 3/4" 5GHEOULE 40 PVG INTAKE VENT PIPING 5GHEDULE 40 PVG EXHAUST PIPING SHUTOFF VALVE GA5 LINE DIRT LEG -TRAP � L UNION FLEXIBLE HOSE CONNECTION PURNAGE "! GONDEN5ATE NOTE: DRAIN DO NOT RUN GONDEN5ATE DRAIN PIPING IN FRONT OF FURNACE. THI5 WILL ALLOW AGGE55 TO PURNAGE GOMPONENT5 AND FILTERS. NOx^LE I G I FURNACE PIPIN6 DETAIL f]IT / ffljm fn1 Y MLi- / V , l i 1 1 NOx^LE I D IREFRIb. PIPIN6 DIAbRAM TO PURNAGE RA DUCT NO 5GALE COIL SECTION FURNACE NO 5GRLE I I �a7: O TYPIGAL GAS FIRED UNIT HEATER 5UPPORTED FROM ROOF STRUCTURE. REFER TO DETAIL G/MI.I FOR 6A5 LINE CONNEGTION AND 5UPPORT DETAILS. O2 6A5 FIRED FURNACE WITH OX COOLING COIL. REFER TO DETAIL G/MI2 FOR 6A5 LINE GONNECTION AND TO DETAIL D/MI2 FOR REFRIGERANT PIPE CONAEGTION5. FURNACE TO BE MOUNTED ON 12 HIGH RETURN AIR PLENUM. REFER TO DETAIL A/MI2 FOR PLENUM CON5TRUCTION. O3 MOUNT GONDEN51% UNIT A5 5PECIFIED ON GONGRETE. R15E REFRIGERANT PIPING UP IN51DE EXTERIOR WALL TO ABOVE GEILIN65. RUN OVER HEAD TO FURNAGE. REFER TO DETAIL O/M12 FOR GONNEGTION TO FURNACE. �4 DROP 8x8 OUTSIDE AIR DUCT DOWN AND GONNEGT TO RETURN AIR DUCT. PROVIDE MOTORIZED DAMPER, 6x6 DUCT AGCESS DOOR, AND HAND BALANGIN6 DAMPER IN DUCT. BALANCE TO 150 MAXIMUM OUTSIDE AIR INSTALL DAMPERS IN AGGE55113LE LOCATION. 5EE DETAIL E/MI.2 O INTERLOCK RELIEF AIR DAMPERS WITH EVAPORATIVE COOLER OPERATION. Ob TEMPERATURE 5E%M AND TEMPERATURE CONTROLS PROVIDED BY OWNER AND INSTALLED BY ELEGTRIGAL GONTRAGTOR 5EE 5PEGIFIGATION5. O O O � 1 0 o ti �o 0 0 b� Q) q 0 h M1.2 ENGINEERED SS ,ONAL y ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCAT \`to �b$ Al- OF �� F C S\3 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ESA JW NUMBER 07115 O O O � 1 0 o ti �o 0 0 b� Q) q 0 h M1.2 E N 0 0 0 0 (1) TRAN5VER5E REINFORCING 51ZE IS DETERMINED BY DIMENSION OF 51DE TO WHIGH AN61 F 15 APPLIED. 12" OG MAX. - METAL FA5TENER5 - OMARK IN5ULPINS, PI RO DYNE FA5TENER5 OR 6RIPNAIL5. � GRIP NAL5 SHALL BE IN5TALLED BY 6RIPNAIL AIR HAMMER OR BY AUTOMATIC FASTENER EQUIP. END5 OF LINER 5HALL BE BUTTED FIRMLY TOGETHER SELF - TAPPING CADMIUM PLATED HEX HEAD SHEET METAL 5GREW HANG DUCT5 UP TO 30" WIDTH WITH I" x IS GAGE STRAPS AT 10'-0" MAXIMUM 5PAGI%. 5TRAP5 TO BE -� TIGHT AGAINST DUCTWORK --- HANGER 5TRAP5 I II NO POP RIVETS ALLOWED NOT MORE THAN 2" FROM EDGE OF LINER '. 5HEET METAL DUCT TOP AND BOTTOM A SECTION OF LINER SHALL OVERLAP �' '' • THE 51DE5 I" THICK DUCT LINER �- ALL END5 OF LINER TO BE COATED WITH ADHESIVE. 5EE 5PEGIFICATION5. LINER TO BE ADHERED TO DUCT W/I00% APHE51VE 5EE 5PEGIFICATION5. I A I DUCT HANGER AND CONSTRUCTION DETAILS I NOxALE I I" ACOUSTICAL DUCT LINER ON INTERIOR 24" MAX TO EXTERNAL DUCT INSULATION 24" MAX TO OF DUCT. FIRST SUPPORT ON ALL ROUND RIGID FIR5T SUPPORT DUCT- WORK AND FITTINGS. RIC SPIN- DUCT SUPPORT -� ROUND FLEXIBLE SUPPLY ' IN FITTING DUCT TO GEILIN6 DIFFUSER 6 -0" MAX. LENGTH HAND DAMPER DUCT SUPPORT TE u r' ; ; u - r - x , HANDLE GLUE FLEX DUCT TO FITTING, WING NUT CLAMP DOWN WITH STRAP AND REGTAWLAR ROUND RI610 DUCT. 5GREW SOLID TO RIGID FITTING 5UPPLY DUCT ATTACH TO RI61D DUCT WITH DRAW BAND OPP05M BLADE DAMPER WHERE 5PEGIFIED LAY -IN DIFRJSER LAY -IN GEILIN6 I B I CEILING DIFFUSER DETAIL WITH FLEXIBLE DUCT I ��ALE I f=I XTURE SCHEDULE 5YM. TRAN5VER5E REINFORGIN6 (1) MINIMUM AT JOINTS GOLD WA5TE VENT P -1 REINFORCING - -- 1 4 2 ANGLE 51ZE "HIC44GLIFF" WITH ELONGATED BOWL, K- 4610 -G e HORIZONTAL I DIMEN5ION 5HEET AND MAXIMUM 120/60/1 OPEN FRONT SEAT, 5LOAN 62- 'OPTIMA' 81111 OF METAL LONGITUDINAL n �'y - LONGEST GAGE 5PAGIN6 DRIVE FR SIDE, INCHES (ALL FOUR BETHEEN TRAN5VER5E SLIP HEMMED 5 SLIP RECOM- RECOM- WALL CARRIER AND 5LOAN 62 'OPTIMA' 8186 51DE5) JOINT5 WR 200# MODINE MODEL PV -124 WITH POWER VENT INTERMEDIATE MENDED MENDED 1/15 120/60/1 REINFORCING GAGE GAGE UP THRU 12 26 NONE REQUIRED 26 26 13 - IS 24 NONE REQUIRED 24 24 Iq - 30 24 I "A "Al o 60 IN - 24 (1) TRAN5VER5E REINFORCING 51ZE IS DETERMINED BY DIMENSION OF 51DE TO WHIGH AN61 F 15 APPLIED. 12" OG MAX. - METAL FA5TENER5 - OMARK IN5ULPINS, PI RO DYNE FA5TENER5 OR 6RIPNAIL5. � GRIP NAL5 SHALL BE IN5TALLED BY 6RIPNAIL AIR HAMMER OR BY AUTOMATIC FASTENER EQUIP. END5 OF LINER 5HALL BE BUTTED FIRMLY TOGETHER SELF - TAPPING CADMIUM PLATED HEX HEAD SHEET METAL 5GREW HANG DUCT5 UP TO 30" WIDTH WITH I" x IS GAGE STRAPS AT 10'-0" MAXIMUM 5PAGI%. 5TRAP5 TO BE -� TIGHT AGAINST DUCTWORK --- HANGER 5TRAP5 I II NO POP RIVETS ALLOWED NOT MORE THAN 2" FROM EDGE OF LINER '. 5HEET METAL DUCT TOP AND BOTTOM A SECTION OF LINER SHALL OVERLAP �' '' • THE 51DE5 I" THICK DUCT LINER �- ALL END5 OF LINER TO BE COATED WITH ADHESIVE. 5EE 5PEGIFICATION5. LINER TO BE ADHERED TO DUCT W/I00% APHE51VE 5EE 5PEGIFICATION5. I A I DUCT HANGER AND CONSTRUCTION DETAILS I NOxALE I I" ACOUSTICAL DUCT LINER ON INTERIOR 24" MAX TO EXTERNAL DUCT INSULATION 24" MAX TO OF DUCT. FIRST SUPPORT ON ALL ROUND RIGID FIR5T SUPPORT DUCT- WORK AND FITTINGS. RIC SPIN- DUCT SUPPORT -� ROUND FLEXIBLE SUPPLY ' IN FITTING DUCT TO GEILIN6 DIFFUSER 6 -0" MAX. LENGTH HAND DAMPER DUCT SUPPORT TE u r' ; ; u - r - x , HANDLE GLUE FLEX DUCT TO FITTING, WING NUT CLAMP DOWN WITH STRAP AND REGTAWLAR ROUND RI610 DUCT. 5GREW SOLID TO RIGID FITTING 5UPPLY DUCT ATTACH TO RI61D DUCT WITH DRAW BAND OPP05M BLADE DAMPER WHERE 5PEGIFIED LAY -IN DIFRJSER LAY -IN GEILIN6 I B I CEILING DIFFUSER DETAIL WITH FLEXIBLE DUCT I ��ALE I f=I XTURE SCHEDULE 5YM. 5YM. DE5GRIPTION HOT GOLD WA5TE VENT P -1 ADA WATER CLO5E7 - KOHLER K-4368 - -- 1 4 2 INS "HIC44GLIFF" WITH ELONGATED BOWL, K- 4610 -G e HORIZONTAL I 10 "(p 1850 I/15 120/60/1 OPEN FRONT SEAT, 5LOAN 62- 'OPTIMA' 81111 100,000 65 I10 °F 1/2" NAT. AUTOMATIC FLUSH VALVE AND BOLT GAPS. 200# MODINE MODEL PV -124 WITH POWER VENT e HORIZONTAL 2 FR P -2 URINA - KOHLER K- 4gbq -T "FRE5HMAN" WITH - -- 3/4" 2" 2" I10 °F WALL CARRIER AND 5LOAN 62 'OPTIMA' 8186 NAT. 4"(p 200# MODINE MODEL PV -124 WITH POWER VENT e AUTOMATIC FLUSH VALVE. 1850 1/15 120/60/1 125,000 P -3 ADA WALL MOUNTED LAVATORY - KOHLER 1/2" 1/2" 1 -1/2" 1 -1/2" 200# K -2032 "C-RE.ENWIGH" 517E 20x18 WITH K -7715 4 e HORIZONTAL 1850 1/15 120/60/1 OPEN GRID STRAINER, 5LOAN EBF -85 'OPTIMA' 100,000 b5 °F I10 "F 1/2" NAT. AUTOMATIC FAUCET, 112" 5TOP5 AND 1 -1/2" 200# MODINE MODEL PV -124 WITH POWER VENT 24 x 24 NA. 2400 -3200 P -TRAP. PROVVDE IN5ULATIO6 JACKET ON ALUM. 24 x 24 NO NO PENNBARRY MODEL AEC-R 'AIRETTE' GRAVITY VENTILATOR WITH LOW PROFILE AND MOTORIZED DAMPER WATER AND WA5TE LINES. I P-4 DRINKING FOUNTAIN - ELKAY L15EA -8 WITH I/2" 1/2" 1 -1/2" 1 -1/2" FRONT AND SIDE PUSH -BAR OPERATOR5, W FLEXIGUARD BUBBLER, 1/2" STOP AND 1 -1/2" P -TRAP. PROVIDE VANDAL RE515TANT z BOTTOM PLATE. P -5 FLOOR MOUNTED 5ERVIGE SINK - FIAT 1/2" 1/2" 2 2" M513-2424 WITH 830 -AA WALL MOUNTED FAUCET ASSEMBLY WITH 832 -AA 30" RUBBER H05E AND WALL GLIP, WITH 1453 -BB 5LOTTED STRAINER AND 2" DEEP 5EAL P -TRAP. P -6 TANKLE55 WATER HEATER - A.O. SMITH 3/4" 3/4" - -- - -- MODEL XT -Iqq/ (INDOOR) WITH 05 GPM FLOW RATE, 4" � FLUE THRU ROOF AND 3/4" LINE GONNEGTION5. P -7 2" FLOOR DRAIN - ZURN Z-415 WITH 5"0 TYPE - -- 3/4" - -- - -- 'B' NICKEL- BRONZE 5TRAINER AND 2" DEEP SEAL P -TRAP. P -8 ROOF DRAIN - J.R. SMITH MODEL 1010 WITH - -- - -- 3" - -- UNDERDEGK CLAMP AND 3" DRAIN LINE GONEGTION. P-q OVERFLOW DRAIN - J.R. SMITH MODEL 1080 - -- - -- 3' - -- WITH 2" HIGH WATER DAM, UNDERDEGK CLAMP AND 3" DRAIN LINE CONNECTION P -10 SCUPPER - J.R. SMITH MODEL 1110 WITH - -- - -- 3 or 6" - -- R000H- BRONZE FIN15H, WALL FLANGE AND 3" or 6" DRAIN LINE CONNECTION. (5EE FLOOR PLA P -II EXTERIOR H05E BIBB - ZURN Z -1310 - -- 3/4" - -- - -- "ECOLOTROL" WITH VACUUM BREAKER AND REMOVABLE TEE HANDLE. LENGTH TO SUIT WALL THIGKNE55. UNIT HEATER SCHEDULE 5YM. TYPE GFM H.P. CHAR. A. EAT LA T SUP. T� FLUE WEIGHT REMARKS INS =PUT e HORIZONTAL I 10 "(p 1850 I/15 120/60/1 125,000 100,000 65 I10 °F 1/2" NAT. 4"(P 200# MODINE MODEL PV -124 WITH POWER VENT e HORIZONTAL 2 FR 1850 1/15 120/60/1 125OX 100,000 65 °F I10 °F 1/2" NAT. 4"(p 200# MODINE MODEL PV -124 WITH POWER VENT e HORIZONTAL 1850 1/15 120/60/1 125,000 100,000 b5 °F I10 "F 1/2" NAT. 4"(P 200# MODINE MODEL PV -124 WITH POWER VENT 4 e HORIZONTAL 1850 1/15 120/60/1 125,000 100,000 b5 °F I10 "F 1/2" NAT. 4 "N 200# MODINE MODEL PV -124 WITH POWER VENT GRILLE AND REGISTER SCHEDULE 5YM. 51ZE THROW GFM GON57, FIN15H BRANCH F.D. O.B. REMARKS c 5 - - 11 12 x 12 4 WAY 150 -400 STEEL WHITE 10 "(p NO NO PRICE MODEL 5MD IN 24x24 LAY -IN MODULE GD -2 q x q 3 WAY 50 -250 STEEL WHITE g114) NO NO PRICE MODEL 5MD WITH BEVELED FRAME FR 12 x 12 NA. 50 -400 STEEL WHITE 12 X 8 NO NO PRICE MODEL 535 IN 24x24 LAY -IN MODDLE R6 -2 18 x IS NA. 400 -1000 STEEL WHITE lax 10 NO NO PRICE MODEL 535 � � Q CD E-4 OL -I 12 x 12 NA. - -- ALUM. ALUM. 8 x 8 NO NO AMERICAN WARMING LE -31 WITH DRAINABLE BLADES AND BIRD 5GREEN PH -I 24 x 24 NA. 2400 -3200 ALUM. ALUM. 24 x 24 NO NO PENNBARRY MODEL AEC-R 'AIRETTE' GRAVITY VENTILATOR WITH LOW PROFILE AND MOTORIZED DAMPER EXHAUST IAN SCHEDULE 5YM. TYPE G.F.M. 5.P.E. WATT5 CHAR. R.P.M. CONTROL REMARKS LAT GEILIN6 MOUNTED 200 25" 127 120/60/1 740 TIMER TWIN CITY MODEL T200 WITH BACK -DRAFT DAMPER AND WO DUCT TO WALL GAP. s EF GEILIN6 MOUNTED 200 25" 127 120/60/1 740 OGG. TWIN CITY MODEL T200 WITH BAGK -DRAFT DAMPER AND WO DUCT TO WALL GAP. 2 EF GEILIN6 MOUNTED 200 25" 127 120/60/1 740 OCG. TWIN CITY MODEL T200 WITH BACK -DRAFT DAMPER AND 8" IP DUCT TO WALL GAP. 3 FURIIAGE 5 GHE1;ULE 5YM. TYPE DESIGN E5 1 F.A. GFM 5P H.P. CHAR. A.GA. EAT LAT 50P VENT 6A5 Ty= REMARK5 I NPUT 235 F UP -FLOW 1400 200 05" 1/2 120/60/1 100,000 83,000 65 °F 110 °F 1/2" (2) 3 "� NAT. CARRIER MODEL 58MGA- 100 - 170 -lb WITH MATGHI% DX COOLI N6 COIL (FULLY GA5ED GONDEN5 N& UNIT SCHEDULE 5YM. BTU EAT CHAR. MCA WEIGHT REFRIGERANT PIPING REMARKS LIQUID 5UGTION e 42,000 I EG q5 °F 208/6013 235 175# 3/8" 7/8" CARRIER 38GKH- 042 -521 WITH HARD START, LOW AMBIENT KIT r:\jAFO COOLER SCHEDULE 5YM. TYPE NOMINAL A TU H.P. GHAR. 5P DB WB T WEIGHT REMARKS EG DOWN DI5GHAR6E 35,000 26,500 3 208/60/3 OD" q5 °F 65 "F 1/2" 1400# UNITED METAL PRODUCTS UMP -73gXL WITH BELT DRIVE FAN, WATER PUMP AND PLENUM DIFFUSER BELOW ROOF. I MAIN AIR DOUG T NOTE. RUN INSULATION OF L =1/4 W (4" MINIMUM) PIPE INSULATION SUCTION LINE THRU PROVIDE METER IN MECHANICAL ROOM IF REQUIRED CLAMP SLY L ___ - -- - - WITH REMOTE READING DEVICE. I PRESSURE SWITCH COORDINATE WITH CITY OF REXBUR6 TO SPRINKLER FOR 5PEGIFIG WATER METER REQUIREMENTS ROOF OR El ECTRIC 4" SYSTEM AND CONFORM TO CITY REQUIREMENTS. U5E DAMPER WHEN GEILIN6 J0I5T BELL I' \ 45" INDICATED ON FLOOR PLAN ALARM TEST VALVE SECURE PIPING TYP. CHEGK RETARDING 2 TO FIB f FIRE 5PRINKLER PLUMBING f AIR BRANCH TO 5UPPORT5 VALVE CHAMBER DUCT (TYPICAL) CLAMP OR QUAL I" GONGTRAGTOR GONGTRAGTOR .T EXTERIOR COMBINATION PRE55WE REDUCING I RISE 2" TO _ HALL WET PIPE -FLOW ALARM 5WITGH VALVE AND STRAINER. 5ET GEILIN6 SPACE ALARM TYPICAL PIPING 'D) I" CHANNEL (UNISTRUT SIAMESE FIRE VALVE GAUGE (2 REQ DISCHARGE AT 50 P516 �, TRERIGE 3 -1/2" 1 HOT AND GW 5UPPLY IN J015T 5PAGE OR FEE 4 MA50N) DEPT. CONN. DOUBLE CHECK NO. 800 RANGE PIPING TO WATER HEATER HELD TO J015T5 2 REDUCED �BAGKFLOW PREVENTER 0-TO-100 P51 „ iiiiii 4 VENT , G 117UGT CONNECTION DETAIL NO xALE I D I PIPE HAN6ER DETAIL BRA55 CLEANOUT PLUG W/ GLEANOUT AND ACCESS COUNTER SUNK HEAD COVER TOP OF DOVER 16" 5QUARE CONC PAD TO BE FLOOR LUSH W/TOP OF TROWEL SMOOTH CHROME WALL COYER �~ MAY EXTEND A5 A FLOOR LINE AND 5GREW WASTE OR PENT W A FIN15H GRADE WALL PLUGGED TEE �— BALANCE OF PIPING 1/8 G.I. BEND WITH CLEANOUT SAME A5 CLEANOUT I' -0" 1/8 C.1. BEND G.I. WA5TE LINE. FLOOR LINE TO GRADE. GLEANOUT 5HOULD NOT BE LOCATED IN CARPETED AREA. PLR cLEnNOVf (=co) E GLEAN OUT DETAILS GLEANW" TO &"M (GOT6) GLUE FLEX DUCT TO ADAPTER 4 CLAMP DOWN WITH STRAP. A5 CLEANOUT TO GRADE. MALL Gl.Pr�NOUT (WGO) NO 5GALE fm I FIRE SPRINKLER VALVE d WATER PRV STATION DETAIL ro xALE I b I MATER HEATER D SS\ONAL FN 762 9s�gr£�ta `b� OF C. S�0 ETA L NO 56ALE ENGINEERED Lm SYSTEMS ASSOCIATES FF� 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 E 0 71 15 Rs . O O CU �� �d o � b ti v R; oa 0 0 nz 0 o , a ti M1.3 LENGTH TO SUIT. FL WATTE LINE I/8 G.I. BEND I/8 BEND IF CLEANOUT OCCURS AT END OF LINE. BALANCE OF PIPING SAME 1_1_� _ BALL VALVE (TYPJ BALL DRIP �� NO SCALE MAIN DRAIN -- 4�� TANKLE55 6A5 FIRED TYPICAL r - LE6 ' UNION BY -PASS I WATER HEATER SPLASH BLOCK FLOOR 2" MIN. CLEAR GRADE DRAIN TYP. BALL VALVE SHUT -OFF VALVE ANGHOR AT FLOOR WITH 2" VALVE T 4 P RELIEF VALVE SIZED ' FROM CITY WITH TAMPER 5WITGH 6" 5PAGE - CAULK WATER T16HT. TO MATCH WATER HEATER WATER I_ , 5Y5TEM 6" TYPICAL THRUST BLOCK * 5EE ELECTRICAL PLAN5 FOR CONNECTION TO L� STUB I -I/2" GW LINE FOR 13ACKDRAFT PREVENTER 4" FLUE STORM COLLAR ROOF FLASHING ROOF 1-1/4" 67A5 PIPING GA5 GOGK DIRT LE6 u TYPICAL UNION ELFGTRIGAL DEVIGE. GOORDINATE WITH LAWN SPRINKLER SYSTEM DRAIN VALVE ELECTRICAL CONTRACTOR ($AGK- PRESSURE VALVE BY FLOOR LANDSCAPING CONTRAGTOR) PIPE FULL 517E TO FLOOR /- 0 4 x A oz H cn U v � 0 � � Q CD E-4 OQ W CD OQ w c I z o c0 w W z M1.3 LENGTH TO SUIT. FL WATTE LINE I/8 G.I. BEND I/8 BEND IF CLEANOUT OCCURS AT END OF LINE. BALANCE OF PIPING SAME 1_1_� _ BALL VALVE (TYPJ BALL DRIP �� NO SCALE MAIN DRAIN -- 4�� TANKLE55 6A5 FIRED TYPICAL r - LE6 ' UNION BY -PASS I WATER HEATER SPLASH BLOCK FLOOR 2" MIN. CLEAR GRADE DRAIN TYP. BALL VALVE SHUT -OFF VALVE ANGHOR AT FLOOR WITH 2" VALVE T 4 P RELIEF VALVE SIZED ' FROM CITY WITH TAMPER 5WITGH 6" 5PAGE - CAULK WATER T16HT. TO MATCH WATER HEATER WATER I_ , 5Y5TEM 6" TYPICAL THRUST BLOCK * 5EE ELECTRICAL PLAN5 FOR CONNECTION TO L� STUB I -I/2" GW LINE FOR 13ACKDRAFT PREVENTER 4" FLUE STORM COLLAR ROOF FLASHING ROOF 1-1/4" 67A5 PIPING GA5 GOGK DIRT LE6 u TYPICAL UNION ELFGTRIGAL DEVIGE. GOORDINATE WITH LAWN SPRINKLER SYSTEM DRAIN VALVE ELECTRICAL CONTRACTOR ($AGK- PRESSURE VALVE BY FLOOR LANDSCAPING CONTRAGTOR) PIPE FULL 517E TO FLOOR /- 0 4 x A oz H cn U tLi 0 E-4 W w M1.3 LENGTH TO SUIT. FL WATTE LINE I/8 G.I. BEND I/8 BEND IF CLEANOUT OCCURS AT END OF LINE. BALANCE OF PIPING SAME 1_1_� _ BALL VALVE (TYPJ BALL DRIP �� NO SCALE MAIN DRAIN -- 4�� TANKLE55 6A5 FIRED TYPICAL r - LE6 ' UNION BY -PASS I WATER HEATER SPLASH BLOCK FLOOR 2" MIN. CLEAR GRADE DRAIN TYP. BALL VALVE SHUT -OFF VALVE ANGHOR AT FLOOR WITH 2" VALVE T 4 P RELIEF VALVE SIZED ' FROM CITY WITH TAMPER 5WITGH 6" 5PAGE - CAULK WATER T16HT. TO MATCH WATER HEATER WATER I_ , 5Y5TEM 6" TYPICAL THRUST BLOCK * 5EE ELECTRICAL PLAN5 FOR CONNECTION TO L� STUB I -I/2" GW LINE FOR 13ACKDRAFT PREVENTER 4" FLUE STORM COLLAR ROOF FLASHING ROOF 1-1/4" 67A5 PIPING GA5 GOGK DIRT LE6 u TYPICAL UNION ELFGTRIGAL DEVIGE. GOORDINATE WITH LAWN SPRINKLER SYSTEM DRAIN VALVE ELECTRICAL CONTRACTOR ($AGK- PRESSURE VALVE BY FLOOR LANDSCAPING CONTRAGTOR) PIPE FULL 517E TO FLOOR /- ELECoTRIGAL SYMBOL SCHEDUL ® FLUORESCENT FIXTURE (TYPICAL) NL FLUORESCENT EMERGENCY LIGHT / NIGHT LIGHT ® FLUORESCENT NIGHT LIGHT 98.0 20.0 EXIT LIGHT (DIRECTIONAL ARROWS ON DRAWINGS) O CEILING MOUNTED INCAN. OR HID FIXTURE 20.0 90.0 0.0 397.2 235.0 0.0 WALL MOUNTED INCANDESCENT OR HID FIXTURE 13E RECESSED FIXTURE EMERGENCY LIGHT $ SINGLE POLE SWITCH $ 3 -WAY SWITCH $ 4 -WAY SWITCH $F EXHAUST FAN TIMER SWITCH (0 - 30 MIN) $ WALL BOX DIMMER SWITCH $ THERMAL OVERLOAD SWITCH W /PILOT LIGHT El MODICON SYSTEM CONTROL STATION (FURN. & INSTALL BY EC) Q PUSHBUTTON STATION (OVERHEAD DOORS) (JS MECHANICAL HVAC SENSOR BACKSPLA�tI� PHOTOELECTRIC CELL /SWITCH i / JUNCTION BOX Q 7 DUPLEX RECEPTACLE (WP= WTHRPRF, GFI =GRND FLT) (S =SURGE SUPPRESSION IC, = ISOLATED GROUND) DOUBLE DUPLEX RECEPTACLE SPECIAL RECEPTACLE - AMP. & CONFIG. TO MATCH EQUIP. ® SMOKE/FIRE DAMPER (BY MECH.) ®FB FLOOR BOX - POWER & VOICE / DATA OPIR LIGHTING OCCUPANCY SENSOR SEE DETAIL, SHEET E -4 o PLUG MOLD (HUBBELL PLUGTRAK W/ OUTLETS 12" O.C.) UNLESS INDICATED OTHERWISE ON PLANS DISCONNECT SWITCH (F =FUSED DISCONNECT) COMBINATION STARTER AND DISCONNECT SWITCH CABINET MAIN OR BRANCH PANEL 5TUB AND GAP (2) IN CONDUIT FROM PANEL - "B' TO IDENTIFIED LOCATION. RECORD a BRANCH CIRCUIT - CONCEALED - - - -- BRANCH CIRCUIT - IN FLOOR OR UNDERGROUND BRANCH CIRCUIT - HOME -RUN TO PANEL - CROSS LINES SHOW # OF COND'S. IF MORE THAN 2 GREEN GROUND CONDUCTOR AND ISOLATED GROUND CONDUCTOR NOT SHOWN. 1 DRAWING NOTE (ON THE SHEET WHERE SHOWN) MECHANICAL EQUIPMENT OR DETAIL SYMBOL TQ TIME CLOCK SWITCH © MAIN TELEPHONE / DATA EQUIP. BOARD UT THERMOSTAT W/ 3/4 "C,. TO MECH UNIT ® MOTOR CONNECTION POINT I� FAN MOTOR CONNECTION POINT © CONTACTOR © RETAIL AREA MODICON PLUG IN STATION MODULE d HVAC SYSTEM SENSOR * TELEVISION OUTLET (MOUNT IN 4 "X4" SO. BOX) PROVIDE WITH COAX CABLE BACK TO DEMARK LOCATION 4" SO. DEEP BOX, WITH SINGLE -GANG MUD -RING, AND 1 CONDUIT TO VOICE / DATA BOARD. CABLE, OUTLET JACKS, PUNCH -DOWN EQUIPMENT, ETC., BY ELECT. CONTR. COORDINATE WITH OWNER. F TS 1 MODICON TOUCH SCREEN PANEL CONTR. FURNISHED CONTRACTOR INSTALLED COORDINATE ROUGH -IN BOX WITH OWNER PS MODICON POWER SUPPLY CONTR. FURNISHED CONTRACTOR INSTALLED COORDINATE WITH OWNER E.C. ELECTRICAL CONTRACTOR M.C. MECHANICAL CONTRACTOR G.C. GENERAL CONTRACTOR A.F,F. ABOVE FINISHED FLOOR B.F.G. BELOW FINISHED GRADE V.I.F. VERIFY IN FIELD N.T.S. NOT TO SCALE F7 OFCI OWNER FURNISHED, CONTRACTOR INSTALLED Q \ O 4" 5QUARE ALUMINUM POLE. POLE FIN15H 4 COLOR PLAN VIEW PER NEC, 110-6. ELECTRICAL EOUIPME 5GALE: A5 NOTED POLE LIGHT 5EE 56HEDULE LAN05e,APE AREA '---� AIRPORT COMMERCIAL PARK LOT 3, BLOCK 2 ORIGINAL SIGNED BY: TODD E. PAYNE DATED ORIGINAL SIGNED: FEB. 4, 2008 ON FILE AT: PAYNE ENGINEERING IN SIMC I AL NOTE: These plans have been prepared without utility company comments. The contractor shall verify the exact requirements For the electric and telephone services with the utility company representatives and provide all work and pay all costs for complete and operating %ptem5, a5 directed N the governing utilities. A5 PER ARCHITECT I POLE BA5E WITH DOVER 30" OR A5 GONGRETE MOW5TRIP PER ARCH. i i :fl i : ��. El -- - - -- II 1111 1P lilt ' II 1111 11 _ �I I IIII ---- - - -. -- Ip I III -- 111=111 -1 it _1 I =1 i I. I I lilt II - ANCHOR 13OLT5 TO 50IT lil li -I POLE Z � = -- err -r 11 4 7- III 11 II 11 II_- 4 3 � ii is l� lll _ l 3/4" CONDUIT (PVC) 24" MIN. v -1 i� � - 1 DEPTH. REFER TO PLAN. POLE BA5E WITH 4#5 RE -BARS AND #3 TIES 0 12" O.G. i ill ii lll lli ll l Il�illllll � -_: 3000 P51 MIN. EARTH * SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION. GENERAL NOTES: (ALL SHMTS) I ELECTRICAL CONTRACTOR 5HALL COORDINATE ALL LAMP TYPES WITH FIXTURE TYPE BEFORE ORDERING. 2 ELECTRICAL CONTRACTOR 5HALL REFER TO THE MECHANICAL DRAWIN65 FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNEGTION5. 3 ELECTRICAL CONTRACTOR 5HALL PROVIDE MINIMUM WORKIN6 CLEARANCE A5 PER NEC, BEFORE IN517ALLIN6 ANY ELECTRIC PANELS OR CABINETS. 4 IN5TALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT 15 IN PLACE. ADJUST A5 NECE55ARY. PROVIDE CHAIN SUSPENSION KIT5 A5 REO'D. 5 REFER TO ARCHITECTURAL REFLECTED GEILIN6 PLAN FOR EXACT FIXTURE LOCATIONS, GEILING TYPE5, ETC. 6 ALL FLUORESCENT FIXTURE5 SHALL BE SUPPLIED WITH 178 (35K) LAMP5 AND ELECTRONIC BALLA51`5 WITH -20% THD. UNLE55 INDICATED OTHERWISE. I ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS A5 REQUIRED ON ALL ELECTRICAL EQUIPMENT. 8 CONFIRM EXALT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNER PRIOR TO ROUGH -IN. g ELECTRICAL CONTRACTOR 5HALL MOUNT 5WITGHE5 AT 48" AND MOUNT CONVENIENCE OUTLET5 AT 18" OR A5 5HOWN ON PLAN5 TO MEET HANDICAPPED REQUIREMENT5. 10 LOCATE 5WITGHE5, OUTLETS. ETC., 5HOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME A5 P0551BLE, 50 A5 NOT TO INTERFERE WITH ROOM CABINETS, ETC. II SUPPORT ALL L16HT FIXTURES INDEPENDENT OF CEILING. 12 E.G. 514ALL OBTAIN ALL APPLIGABLE PERMIT5 FOR THI5 WORK AND PAY A55OGIATED FEES. 13 MAINTAIN 24" MIN. CLEARANCE FROM ALL COM14UNICATION5 CABLE5 AND ELECTRONIC, BALLA5T5. 14 ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECT TO THE UN5WITGHED LEG OF THE LIGHTING CIRCUIT IN THE AREA A5 PER CODE. RZCEIrACLE MOUNTING DETAIL NO 5GALE OR COMPACTED 1- 1 5 " I NOTE: BOND LUMINARIE5 METAL ACCE55ORIE5 AND METAL POLE TO BRANCH CIRCUIT EQUIPMENT GRND CONDUCTOR. PROVIDE A 5UPPLEMENTARY 518' x 10' COPPER GLAD GROUND ROD 6RND6. ELECTRODE AT EA. POLE. P14 F'OLE LIGHT MOUNTING DETAIL_ NO 5GALE PANEL OR ELECTRICAL EQUIPMENT - -, -4- i X300 I .JIJ I I 1 I I 1 J �i ENTRANCE CONDUIT(5) ! i ff I 4 5QUARE BOX �o O i Ili 9 q f GREEN IWCATED GROUND GDNDUCTOR RECEPTACLE - 15 OR 20 AMP RATED - 5EE 5PECIFIGATION5. NORMAL POWER COLOR (5EE SPE65) COVER PLATE5 - 5TYLE 4 COLOR TO BE A5 PER 5PEGIFIGATION5. CIRCUIT NUMBER TO BE WRITTEN ON BACK OF COVER W/FELT -TIP MARKER. O THERMOSTAT OR MECHANICAL 5WITCH $ LIGHT 5WITGH -@ CONVENIENCE OUTLET v TELEPHONE / DATA OUTLET Q r.V.OUTLET NOTES: A, ALL MOUNTING HEI6HT5 TYPICAL XE55 NOTED OTHERWI5E. B. COORDINATE OUTLET HE16HT5 WITH ARGHITEGT5 MILLWORK 0116155. TO 5' - 0" INSURE THAT OUTLET5 WILL NOT FALL BEHIND CABINETS, BA K5PLA5HE5, OR INTERFERE WITH WAINSGOTIN5, ETC. D. ALL 5WITGHES AND THERM05TAT5 TO BE MOUNTED A5 GLO5E TO DOOR JAMBS A5 P055113LE. COORDINATE ALL DEVIGE5 WITH ARCHITECTURAL PLANS AND DETAIL5. COORDINATE LIGHT 5WITCH t OUTLET HEI6HT5 WITH ARCHITECTURAL WAJN5- COTIN6 AND OR TILE WORK 50 A5 NOT TO FALL MIDWAY IN THE5E FINISHES. 0 VERIFY WITH MECK MUD RING ORIENTATION. $ / 0 MILLWORK 0`l:J x" I* 4 1- 0 11 ♦ Qi (OR AS NOTED) It • T H ,1 I' - 6" (OR A5 NOTED) KE%( NOTES No. Label X Location Y Z 0 APPROXIMATE LOCATION OF PAD MOUNT TRANSFORMER AND NEW UNDERGRND 98.0 20.0 20.0 -90.0 0.0 475.8 98.0 0.0 2 F4 396.0 5EGONDARY 5ERVIGE. ELECTRICAL CONTR TO COORDINATE WITH LOCAL POWER CO. 20.0 90.0 0.0 397.2 235.0 0.0 u, THE COMPLETE IN5TALLATION OF THIS NEW SERVICE. 5EE POWER RI5ER, 5HEET E -3. 4 V REFER TO UTILITY CONTACT 5CHEDULE, THI5 SHEET. TrMCAL FOR ALL DEVICES I v ROUTING SHOWN HAS NOT BEEN APPROVED BY THE POWER CO. 5EE SPECIAL HOWTED ABOVE CIANTM M C.O.'s, DATA, PFIOW etc) I% I� 1 o O ELECTRICAL CONTR. TO PROVIDE A 4" PVC CONDUIT WITH PULL CORD FROM MAIN / 1 BACKSPLA�tI� i / 1 : I 36' ROUTING SHOWN HA5 NOT BEEN APPROVED BY THE TELEPHONE CO. 5EE 5PELIAL NOTE THI5 SHEET, CABINET O 5TUB AND GAP (2) IN CONDUIT FROM PANEL - "B' TO IDENTIFIED LOCATION. RECORD a i EXALT TERMINATION POINT FOR FUTURE U5E. O ROUTE CIRCUIT(5) TO MODICON CONTROL RELAY PANEUS). 5EE 56HEDULE, 5HT. E-4. / I I I 5GALE: A5 NOTED POLE LIGHT 5EE 56HEDULE LAN05e,APE AREA '---� AIRPORT COMMERCIAL PARK LOT 3, BLOCK 2 ORIGINAL SIGNED BY: TODD E. PAYNE DATED ORIGINAL SIGNED: FEB. 4, 2008 ON FILE AT: PAYNE ENGINEERING IN SIMC I AL NOTE: These plans have been prepared without utility company comments. The contractor shall verify the exact requirements For the electric and telephone services with the utility company representatives and provide all work and pay all costs for complete and operating %ptem5, a5 directed N the governing utilities. A5 PER ARCHITECT I POLE BA5E WITH DOVER 30" OR A5 GONGRETE MOW5TRIP PER ARCH. i i :fl i : ��. El -- - - -- II 1111 1P lilt ' II 1111 11 _ �I I IIII ---- - - -. -- Ip I III -- 111=111 -1 it _1 I =1 i I. I I lilt II - ANCHOR 13OLT5 TO 50IT lil li -I POLE Z � = -- err -r 11 4 7- III 11 II 11 II_- 4 3 � ii is l� lll _ l 3/4" CONDUIT (PVC) 24" MIN. v -1 i� � - 1 DEPTH. REFER TO PLAN. POLE BA5E WITH 4#5 RE -BARS AND #3 TIES 0 12" O.G. i ill ii lll lli ll l Il�illllll � -_: 3000 P51 MIN. EARTH * SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION. GENERAL NOTES: (ALL SHMTS) I ELECTRICAL CONTRACTOR 5HALL COORDINATE ALL LAMP TYPES WITH FIXTURE TYPE BEFORE ORDERING. 2 ELECTRICAL CONTRACTOR 5HALL REFER TO THE MECHANICAL DRAWIN65 FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNEGTION5. 3 ELECTRICAL CONTRACTOR 5HALL PROVIDE MINIMUM WORKIN6 CLEARANCE A5 PER NEC, BEFORE IN517ALLIN6 ANY ELECTRIC PANELS OR CABINETS. 4 IN5TALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT 15 IN PLACE. ADJUST A5 NECE55ARY. PROVIDE CHAIN SUSPENSION KIT5 A5 REO'D. 5 REFER TO ARCHITECTURAL REFLECTED GEILIN6 PLAN FOR EXACT FIXTURE LOCATIONS, GEILING TYPE5, ETC. 6 ALL FLUORESCENT FIXTURE5 SHALL BE SUPPLIED WITH 178 (35K) LAMP5 AND ELECTRONIC BALLA51`5 WITH -20% THD. UNLE55 INDICATED OTHERWISE. I ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS A5 REQUIRED ON ALL ELECTRICAL EQUIPMENT. 8 CONFIRM EXALT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNER PRIOR TO ROUGH -IN. g ELECTRICAL CONTRACTOR 5HALL MOUNT 5WITGHE5 AT 48" AND MOUNT CONVENIENCE OUTLET5 AT 18" OR A5 5HOWN ON PLAN5 TO MEET HANDICAPPED REQUIREMENT5. 10 LOCATE 5WITGHE5, OUTLETS. ETC., 5HOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME A5 P0551BLE, 50 A5 NOT TO INTERFERE WITH ROOM CABINETS, ETC. II SUPPORT ALL L16HT FIXTURES INDEPENDENT OF CEILING. 12 E.G. 514ALL OBTAIN ALL APPLIGABLE PERMIT5 FOR THI5 WORK AND PAY A55OGIATED FEES. 13 MAINTAIN 24" MIN. CLEARANCE FROM ALL COM14UNICATION5 CABLE5 AND ELECTRONIC, BALLA5T5. 14 ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECT TO THE UN5WITGHED LEG OF THE LIGHTING CIRCUIT IN THE AREA A5 PER CODE. RZCEIrACLE MOUNTING DETAIL NO 5GALE OR COMPACTED 1- 1 5 " I NOTE: BOND LUMINARIE5 METAL ACCE55ORIE5 AND METAL POLE TO BRANCH CIRCUIT EQUIPMENT GRND CONDUCTOR. PROVIDE A 5UPPLEMENTARY 518' x 10' COPPER GLAD GROUND ROD 6RND6. ELECTRODE AT EA. POLE. P14 F'OLE LIGHT MOUNTING DETAIL_ NO 5GALE PANEL OR ELECTRICAL EQUIPMENT - -, -4- i X300 I .JIJ I I 1 I I 1 J �i ENTRANCE CONDUIT(5) ! i ff I 4 5QUARE BOX �o O i Ili 9 q f GREEN IWCATED GROUND GDNDUCTOR RECEPTACLE - 15 OR 20 AMP RATED - 5EE 5PECIFIGATION5. NORMAL POWER COLOR (5EE SPE65) COVER PLATE5 - 5TYLE 4 COLOR TO BE A5 PER 5PEGIFIGATION5. CIRCUIT NUMBER TO BE WRITTEN ON BACK OF COVER W/FELT -TIP MARKER. O THERMOSTAT OR MECHANICAL 5WITCH $ LIGHT 5WITGH -@ CONVENIENCE OUTLET v TELEPHONE / DATA OUTLET Q r.V.OUTLET NOTES: A, ALL MOUNTING HEI6HT5 TYPICAL XE55 NOTED OTHERWI5E. B. COORDINATE OUTLET HE16HT5 WITH ARGHITEGT5 MILLWORK 0116155. TO 5' - 0" INSURE THAT OUTLET5 WILL NOT FALL BEHIND CABINETS, BA K5PLA5HE5, OR INTERFERE WITH WAINSGOTIN5, ETC. D. ALL 5WITGHES AND THERM05TAT5 TO BE MOUNTED A5 GLO5E TO DOOR JAMBS A5 P055113LE. COORDINATE ALL DEVIGE5 WITH ARCHITECTURAL PLANS AND DETAIL5. COORDINATE LIGHT 5WITCH t OUTLET HEI6HT5 WITH ARCHITECTURAL WAJN5- COTIN6 AND OR TILE WORK 50 A5 NOT TO FALL MIDWAY IN THE5E FINISHES. 0 VERIFY WITH MECK MUD RING ORIENTATION. $ / 0 MILLWORK 0`l:J x" I* 4 1- 0 11 ♦ Qi (OR AS NOTED) It • T H ,1 I' - 6" (OR A5 NOTED) Ne C ALL DEVICE - - WORT COF LICT5 M.- TO R TYPICAL DEVICE MOUNTING HEIGHTS U1A6AAM NO 5CAl E -- A5PHAULT -� LUMINAIRE LOCATIONS KE%( NOTES No. Label X Location Y Z 0 APPROXIMATE LOCATION OF PAD MOUNT TRANSFORMER AND NEW UNDERGRND 98.0 20.0 20.0 -90.0 0.0 475.8 98.0 0.0 2 F4 396.0 5EGONDARY 5ERVIGE. ELECTRICAL CONTR TO COORDINATE WITH LOCAL POWER CO. 20.0 90.0 0.0 397.2 235.0 0.0 THE COMPLETE IN5TALLATION OF THIS NEW SERVICE. 5EE POWER RI5ER, 5HEET E -3. REFER TO UTILITY CONTACT 5CHEDULE, THI5 SHEET. TrMCAL FOR ALL DEVICES ROUTING SHOWN HAS NOT BEEN APPROVED BY THE POWER CO. 5EE SPECIAL HOWTED ABOVE CIANTM M C.O.'s, DATA, PFIOW etc) NOTE THI5 SHEET. ® O ELECTRICAL CONTR. TO PROVIDE A 4" PVC CONDUIT WITH PULL CORD FROM MAIN BACKSPLA�tI� TELEPHONE BOARD, OUT TO TELEPHONE CO. DEMARK. ELECTRICAL CONTR. TO COORDINATE WITH LOCAL TELEPHONE CO., THE COMPLETE INSTALLATION OF THI5 NEW UNDERGROUND SERVICE. REFER TO UTILITY CONTACT 5CHEOULE, THI5 5HT. ROUTING SHOWN HA5 NOT BEEN APPROVED BY THE TELEPHONE CO. 5EE 5PELIAL NOTE THI5 SHEET, CABINET O 5TUB AND GAP (2) IN CONDUIT FROM PANEL - "B' TO IDENTIFIED LOCATION. RECORD a i EXALT TERMINATION POINT FOR FUTURE U5E. O ROUTE CIRCUIT(5) TO MODICON CONTROL RELAY PANEUS). 5EE 56HEDULE, 5HT. E-4. Ne C ALL DEVICE - - WORT COF LICT5 M.- TO R TYPICAL DEVICE MOUNTING HEIGHTS U1A6AAM NO 5CAl E -- A5PHAULT -� LUMINAIRE LOCATIONS No. Label X Location Y Z Aim MH Orientation Tilt X Y Z 1 F4 477.0 98.0 20.0 20.0 -90.0 0.0 475.8 98.0 0.0 2 F4 396.0 235.0 20.0 20.0 90.0 0.0 397.2 235.0 0.0 1 5EE DETAIL \` I THI5 5HT. a --- - 1 , r5 - -5 1 0.2 U.1 U.i b.o b.0 1 0.0 1 0.0- 1 0.0 b.o Vo Vo b.0 b.o --- _ = F4 `� \ ' 7 4 U.3 b.2 U.1 U` 1 0,0 b.o b.o -t Qa b.0 1 0.0 b.0 1 0.0 1 0.0 1 0.0 I � -- nl � I I \`• 1 b a b.a U.4 b.2 b.1 b.0 b.0 b.o b o b.o 'b.0 Vo 1 b.0 b.o 1 b.0 10.0 - 3/4" G., (PVG) ���2 #10 + 1 #10 GRND �I '1.0 U.s b.i U.4 U.1 1 0.0 1 0.0 b�--'CI b.o Vo b.o 1 0.0 b.0 b.0 1).0 / / /, ! �; b.7 U.7 b 1 0.4 b.2 b.1 b.o b.o b.o b.0 b.0 b.0 b.0 b.0 b.o b.o b.5 _ 0.5 b U.2 b.�2� b_1 U.o� U U�o '00 ` b.o b.o b.o b.o b.o b.o b.o / 1 D.3 b.3 b.3 1 0.2 b.1 1 &0 rb.0 Vo b.0 b.o b.o b.o 1 0.0 b.0 b.0 1 D.0 ED b.3 b.2 U.2 b.1 b.1 �u - -��.v b.o b.o b.o �'tf�� b.o b.o b.o b.o b.o b.0 .--'6o� b.0 b.0 b,0 b.0 b.0 ELECTRICAL - b.2 b.2 b.2 U.1 b.1 b.1 b.1 �'Dai - Vo 1 0. 0 b.o b.0 b.o Vo b.0 b.0 b e WHOLESALE U.1 U.1 b.2 � � U.2 11 b.o b.o b.o b.o b.o 1 0.0 b.o .o b.o PANEL - "B" /, //, J'1--- 1 U.2 b2 U.z b.2 b.2 b.1 U.1 b.o Vo b.o b.o b.o b.o o I - 4" SLEEVE FOR FUTURE USE t 0 Ib.1 b 1 b.2 b.2 b.3 b 3 b 3 1 b.1 b.0 b.0 b.0 b� b b.0 b.0 b.2 b.3 b.4 b.4 b.4 i.3 1 b.0 b. b.0 b.0 / / b _ U.1 b.2 b.2 b.6 b.5 1 0.4 b.e 116 OPO .2 .1 b.o b.o b.0 // Flo b.o APPR X. LOCATION 1 00 b.1 b.2 b U.5 b.7 b.7 't2 Y U 0 b.o o b.o b.o Vo G 4 METERING ; /� I �3/4" G., (PVC) APPROX. LOCATION 3 - 1 7 'fJF MAIN TEL 1// I 2 #10 + I #10 I / A TA BOARD / �, b 0 b.1 U.2' 4 b.7 b.6 1.3 9.4 b.0 '00 b.0 b.o b. b.o b.o b.o 1 ��� 5EE DETAI T14I5 5HT. / '0. b.1 b.2 b.4 1 D.7 b.5 '1.��1.3 0 b 0 b.0 V 0 b.0 0 b.0 b.0 b.0 b.O b.1 b b.4 b.4 b.7 b.7 '1.1 11.7 b.0 b.0 b.0 1 b.0 � 1 0.0 1 0.0 1 U.0 1 b.0 / ELECTRICAL b.o b b.1 .1 U.2 b.s b.5 b.4 '0.a s b b.o .o U.0 b. b.o b.o or<MER�( O / -- - - - - -- - -- - -- ---- - - - - -- - - - - - -- ------ - - - - -- - - - -- - - - -Ta TEL - - -- -- I ji i - -- - - - - -- -- - - -- - - - - -- - - - -- '.e--- b:a - - - b a - - :fl -- b p 1061 b. b. b.o b.o 10.0 10.0 b.o 'u U.0 U.0 U.0 b.o b.0 U.0 b.o U.0 U.o 1 0.0 b. 10.0 b.o 10.0 10.0 2 1 0.0 1 0.0 U.o 10.0 b.0 110 b.o 10.0 10.0 1 b.0 10.0 b. 10.0 b.o 10.0 1 0.0 TELEPHONE SERVICE b.o b.o b.o 10.0 U.0 PE41.`d .0 1 0.0 1 0.0 b.0 b.o b. 10.0 b.o 1 0.0 10.0 �I 10.0 10.0 10.0 b.0 b.o b.0 10.0 b.0 o 10.0 10.0 1 0.0 b. 10.0 10.0 10.0 10.0 j E O.o o.o o 10.0 b.o 'b.: b.o 10.0 1 0.0 10.0 (I 56ALE: 1 " =20' -0 N 10.0 10.0 10.0 Vo 10.0 b.o 1 0.0 b.o 10 b.o b.o 10.0 b.� 1 0.0 1 0.0 1 0.0 10.0 I STATISTICS Description Symbol Avg Max Min Max/Min Avg /Min Call; Zone #1 ooF4 0.1 fc 1.4 fc 0.0 fc N/A N / A o G ,,° IV a n 4 J UTILITY CONTACTS ELEGTRIGAL ROCKY MTK POWER W. REXBURG,ID. (208) 359 -4280 DENNI5 HUFFMAN TELEPHONE QUE5T P.O. BOX 50100 1 NO. BOULEVARD IDAHO FALL5, ID. 83405 (208) 525 -4261 DOUG LE5PERANGE P.E. PROJECT # Olgl STEgF 8270 0 �rF OF la Q �y�► o � C I q o ti cfj •- q o eq � o O ,a? / 411 1 PAYN,E En ineerin lnc. sulta1g g' 1 n� inws 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 C w V � NN O E: a a a V z 1ee"Nueel C C W � ^ p er Cn F� Q cn U � � a w M U ELEVATION NT GLEARANGES I KE`I' NOTES I❑ 1 ° FI3 FI3 I I R8-2 2 i I A- /7 FI3 F13 T.R. R2 - 3 R2_5 109 F12 - � FI2 /-%F f I wit, rwvn i uw HEIGHT, ETC. (TYP) SEE ARCH. SECTION DETAILS SHEET A4.2 (TYP) y MAIN LEY 56ALE: 118" = 1' -0" FEED END SEE DETAILS BELOW PROVIDE SUPPORT FROM STRUCTURE FOR EACH GABLE CONNECTION ON HARD CEILINGS OR GRID CEILINGS 5TAINLE55 STEEL SUPPORT GABLE TO LIGHTING PANEL - SEE PLAN. --� "J" BOX AND COVER PLATE 2" THREADED NIPPLE WITH LOCK WASHERS STRAIN RELIEF #1513 CONDUCTORS WHITE 5TRAIGHT CORD, SECURE WITH TIE WRAP EVERY b" 12 6A. CEILING SUPPORT WIRE (TAUT) WITH 4 TURNS MINIMUM. RETENTION 5C,REW AND HOLE. CADDY IDS CLIP WITH 1/4x20 STUD T -BAR SUPPORT CEILING PANEL 5TAINLE55 STEEL GABLE a� / MOUNT ABOVE CANOPY, AS i SHOWN ON ARCH. ELEV. OW65 / (TYPICAL) i l - -- Fes-- -� I T L NOTE: REFER TO PLANS FOR FIXTURE LENGTHS F16 / FI&A PENDANT LISHT FIXTUiE MOUNTING DETAIL NO 56ALE R1 -2 O I i I i 5ftG I AL NOTE: I ELECTRICAL CENTR TO INCLUDE IN HI5 BID (4) ADDITIONAL FIR SENSORS - @ PIR TO BE LOCATED BY OWNER i 3/4" C., 3#10 + GRND (TYP) SEE ARCH. DWG. A2.1 FOR APPROX. LOCATION, MOUNTING HE16HT, ETC. (TYP) TYPICAL CONDUITS OUT TO VOICE/ DATA OUTLETS. 5EE PLAN FOR SIZE, ETC. (TYPICAL TOP 4 OR BOTTOM OF BOARD) ANCHOR SECURELY TO WALL WV CORK ADHESIVE. 4$0'x3/4" PLYWOOD. PRIME d PAINT W/TWO COATS 6REY ENAMEL UNI5TRUT ANCHOR FINISH FLOOR I1WIIIIIIHIIHN I 1 INCOMING UTILITY SERVICE CONDUIT LJ WITH INSULATED BUSHIN6 AT CONDUIT END. SEE PLAN FOR EXACT SIZE, QUANTITY, ETC. / - UN15TRUT ANCHOR INSTALL INSULATED BU5HIN65 ON ALL CONDUIT ENDS. (TYP) TELEPHONE / DATA EQUIP. (TYP) NYLON FULL CORD DOUBLE DUPLEX OUTLET 120 V GKT. TO POWER PANEL. (SEE PLAN) GRND. BAR (50. "D" #PK2l(5TA) II II 3/4" G., 1#6 B.G. 6RND. CONNECT TO BLDG. GROUND SYSTEM O CONTROL L16HTING IN THIS ROOM 50 THAT ONE SWITCH CONTROLS THE CENTER LAMP IN EACH FIXTURE AND THE OTHER 5HTCH CONTROLS THE TWO OUTBOARD LAMPS IN EACH FIXTURE. O ROUTE THESE CIRCUITS THROUGH MODICON CONTROL PANEL RELAYS. SEE MODICON CONTROL 5CFEDULE, SHEET E4. O CONNECT BATTERY BALLAST TO GIRCUIT A -11. ORIGINAL SIGNED BY: TODD E. PAYNE DATED ORIGINAL SIGNED: FEB. 4, 2008 ON FILE AT: PAYNE ENGINEERING IN L I &M FIXTUIle SGHMPULE TYPE DESCRIPTION MOUNT VOLT LAMPS MFGR. CATALOG # NOTES F1 2x4 4-LAW T5 HO HI6H -BAY CHAIN SUSP. KIT 36) (HG 120 4- F54T5W /b41 LITHONIA IB 4541. WD 120 2/2 T51-10 HG36 4O F2 Ix4 2 -LAMP SURFACE WRAP LENS �RFAGE 120 2- F32T8/5PX35 LITHONIA LB 232 120 6EB F3 DEGORATTVE E ER6ENCY WALL LI6HT. COLOR BY ARCH. y gGE 120 3- F32T&SPX35 LITHONIA AFN -GBA lO F4 EXTERIOR AREA POLE LI6HT 0" SEE DETAIL 5K. E -I MT I-I MH LITHONIA POLE 562046 -GBA X-GBA O F5 &ER6. WBATTERY LED EXIT LT. (51N6LE FACE) WAIL 0'7'-6 OR CL.6. 120 INCLUDED LITHONIA LE5 WI6 120/2T7 ELN F6 b'(2-LAMPS IN GROSS SEC) INDUST. W/ REF. CHAIN 120 4-F32T8/5PX35 LITHONIA TEJ- 432 - 120 -6EB F6A SAME A5 F6, EXCEPT 4FT. 2LAMP. F7 EMER6ENGY BATTERY WAIL PACK UNIT WALL 0 9' -0 UNLESS NOTED 120 INCLUDED LITHONIA ELM AM VM F8 RECESSED CAN &' APPA CLEAR ALZAK REF. OPEN MA RECESSED 120 I OOW., MH LITHONIA AHIOOM -S AR F9 EXTERIOR WAIL MOUNTED IOOW. MH, COLOR BY ARCH WALL A6 INDICATED 120 IOOWHM LI T}iONIA W5R- ZOOM -WT- 120 -GBA ( 3 O F10 6LA56 ENCL05ED i 6ASKETED FIBER - HOUSING P G 2 -LA T -6 HO LOW TEMP. BALLAST (4' FIXTURE) EXTERIOR GANOPIE5 O 120 2-800 MA 60W HO (46') LITHONIA DM 248H0 AR 120 O F11 EXTERIOR DIRECTIONAL S16N L16HTER WALL A6 INDICATED 120 5OK MRI6 60° FLOOD B-K LI6HTTN6 5T GB A- 12- G- 36- G -PGI50 -120 O O F12 SAME AS FIO EXCEPT 8' CANOPIES 5 120 2--WO MA IIOW LITHONIA OMW 2%H0 AR 120 O F13 EXTERIOR HPs CANOPY LI6HT CANOPY 5TUlR*TURE 120 250W MH LITHONA KAGM- 250M- OPA- TB-BRZ F14 NOT U5ED F15 PADDLE FAN STEM 120 WA NUTOFE PFG56WH- EX5T29 F16 PENDANT INDIRECT Ad R CRAF CABLE 120 2- F%T%10 PEERLESS DGT- LP835 -FI XX- 6200- AG6 -GM6 2O F16 SAME A5 FI6 EXCEPT OFT. IN LENGTH FIXTURE NOTES: COLOR / FINISH TO BE SELECTED BY OWNER 2 PROVIDE BALLA5TIN6 AS REQUIRED FOR DUAL LEVEL SWITCHING WHERE INDICATED. O LOCATE ALL EXTERIOR FIXTURES PER ARCHITECTURAL ELEVATIONS. O THE SUFFIX "B" DENOTES A FIXTURE SUPPLIED WITH A 2 -LAMP EMER6ENCY BATTERY BALLAST. CONNECT BATTERY BALLAST TO THE UN5WITCHED LE6 OF THE LI6HTIN6 CIRCUIT. WIRE SUCH THAT UNDER NORMAL POWER CONDITIONS THE FIXTURE WILL OPERATE WITH THE INDICATED SWITCHING. O REFER TO ARCHITECTS SECTION AND EXTERIOR ELEVATION OW65. A2.1 4 A4.2, FOR MOUNTING INFORMATION, ETC. # Q ��►� a �BTF,q�o� 4 � 8270 �7 `a r m OF t� lQ PP y� �C Cfz v� ( Zia) b pD 0 a� SHEET: o cm �o I o � b � 0 0. 00 � n2 o A a '' � A !09 P.E. PROJECT 0191 DETAIL - TELEPHONE / DATA TrRm" 50ARD PAY . ineerin lnc. 2 5GALE: HONE g Consulting Enghms E 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 � % % ONAL QQc� STFq�o�� 8270 0 OF rpp P �� F FIR WA 120 3/4" C 3#10 + 4 DO NOT INSTALL ANY SMOKE OR HEAT DETECTOR WITHIN 3 FEET OF ANY AIR DIFFUSER. 5. DO NOT EXCEED 2500 FEET ON ANY ADDRE55ABLE DEVICE RUN. DO NOT EXCEED 120 DEVICE5 ON ANY ONE ADDRE55ABLE DEVICE RUN. b. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE 5HUT DOWN UPON FIRE 5PRINK. ACTIVATION A5 PER LIFE 5AFETY CODE5. 1. ALL CLA55 "B' INITIATING CIRCUIT5 WITH ADDRE55ABLE DEVICES NEED EOLR. (END OF LINE RE515TOR5). 8. ALL WIRING AND CONDUIT ROUTING TO BE A5 DE5CRIBED ON SUPPLIED SHOP DRAWIN655. FIRE 5PRINK. MONITOR PLAN 15 SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY. Q• THE FIRE ALARM 5Y5TEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENT5. SMIC I A. MOMS: FIRE ALARM SYSTEM CONDUIT ROUTING SHALL BE DETERMINED BY THE ELECTRICAL AND FIRE ALARM CONTR'S. TO MEET THE 5PECIFIED DE516N CRITERIA. SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE AUTHORITY HAVING JUR15DICTION. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROP05ED 5Y5TEM. INCLUDE WITH SHOP DRAWINGS SUBMITTAL TO ENGINEER. THE FIRE ALARM 5Y5TEM CABLING SHALL ALL BE RUN IN EMT CONDUIT. !Mv�o�"uii�iii� 'e WATER FLOW 5W. Q FIRE SPRINKLER 5Y5TEM TAMPER 51NITCH 5EE MECH. ❑FS FIRE SPRINKLER SYSTEM FLOW SWITCH 5EE MECH. © I FIRE SPRINKLER 5Y5TEM WATER GONG (120 VOLT) I 5EE 5PRINK DWGS. !Mv�o�"uii�iii� 'e WATER FLOW 5W. MAIN BRKR. AMPS 5 FEED BOTTOM 5 SURFACE CLASS 120/208V30 CLASS 120/208V 30 4W MAIN U)GS ONLY MAIN LUGS ONLY 225 ❑ FEED TOP E3 FLusH ❑ FLUSH LOCATION WAREHOUSE • 17 11 I I 1 E3 MAIN o MAKE /MODEL S2 0 NQOD ❑ MAIN SW. AMPS DIMENSIONS 20 "09 "x5 3/4" LOAD NAME aR � LOAD NAME I WIWI z i WA ". N'.1 I Z S •11 o WATTS • • OUTLETS ETC. 11 800 20 1 1 1800 1 20 1000 2 WAREHOUSE LIGHTING ' 800 1800 1000 4 PANEL 'e WATER FLOW 5W. MAIN BRKR. AMPS 5 FEED BOTTOM 5 SURFACE CLASS 120/208V30 CLASS 120/208V 30 4W MAIN U)GS ONLY MAIN LUGS ONLY 225 ❑ FEED TOP E3 FLusH ❑ FLUSH LOCATION WAREHOUSE • 17 11 I I 1 E3 MAIN o MAKE /MODEL S2 0 NQOD ❑ MAIN SW. AMPS DIMENSIONS 20 "09 "x5 3/4" LOAD NAME aR � LOAD NAME UNIT HEATER S •11 o WATTS • • OUTLETS ETC. 11 800 20 1 1 1800 1 20 1000 2 WAREHOUSE LIGHTING ' 800 1800 1000 4 *PA RKING 600 �. ■ ■" 1600 1000 6 • 1 1 1.. 112 7 -1 7 1 m 7 800 1800 II A will I 1000 8 �t<3� ■ ■�� III 9. 400 1300 N 900 10 EXTERIOR BLDG. LIGHTS 11 � III - I: I �, 400 E10 1000 121 EXTERIOR BLDG. LIGHTS - - I- n 400 1600 1200 141 DISPLAY 101 LIGHTS Af 600 2100 1500 161 DISPLAY 101 LIGHTS 1, EMERG. LT. EXIT LT. CKT, 11 ,■ III 600 Fin 2200 1600 181 OFFICE AREA LIGHTS 11■■ III m OUTLET $, ETC. ��111111F�7� 1000 ■ ■It •II 1 1500 201 OFFICE AREA LIGHTS « r1l. SOME 1000 11 ■ ■�W 1 500 221 SPRINKLER MONITOR SPARE 1000 1000 24 OUTLETS * WAREHOUSE LIGHTING 25 1000 11 111300 300 26 MAIN TEL. DATA BOARD * WAREHOUSE LIGHTING 27 1000 2200 1200 28 GAS FURNACE + SPARE 29 3 0. SPARE 31 7 'll it 2 SPARE 331 20 2 - 35 - - 0 ••I 1 36 * COND UNIT CU -1 37 1500 30 3 2850 2 20 1350 38 EC -1 - 39 1500 - - 2850 - - 1350 - - 41 1500 - - 2850 - - 1350 2 - LOAD/PHASE WATTS 12550 8900 8850 CAP/W. S.C. INT CAP/. tac 105 74 74 FEEDER CONDUCTOR SIZE: 4 - /1/0 KCMIL CONDUIT SIZE 1 1/2" REMARKS- * MODICON CONTROLLED. SEE SHT. E -4 PANEL_*B* WATER FLOW 5W. MAIN BRKR. —AMPS — , EOL 51 FEED BOT70M N1 SURFACE CLASS 120/208V30 4W AND QUANTITIES AT R15ER LO( ATION MAIN U)GS ONLY -U� 0 FEED TOP E3 FLusH LOCA71ON FHOURF • 17 11 I I 1 E3 MAIN o DIMENS I r UNIT HEATER 11 m� •11 o �� 11 • • SEE SPECIAL NOTE 2 *PA RKING �. ■ ■" 111 "�. • I LLJ • 1 1 1.. 112 7 -1 7 1 m II A will I •I. I• �t<3� ■ ■�� III 8V + NINE III m ! ••� ,•. N ■■" 1 1 1 11 � III - I: I �, ��11„1.�_ ■ ■„ III ! L !' l � � '1,■ III LLB - - I- n W o ME 0 ■11 II 11 ON 11IM11 EE# • ^� Af M ODICON 0 I I ■■ 1, I I 11 ,■ III I I . Fin F �om IIIIIIIH1 11■■ III m I ,• . ��111111F�7� ■ ■It •II 11�■ •II •I• I• r1l. SOME 0 I 11 ■ ■�W �. . 'll it ..11 ,3 �{ .1 • • •• 1 ••I 1 A5 PER POWER CO. FIRE ALARM SYSTEM PANEL (F& P) 120 VOLT CKT. A -22 EWER RI: NO 5GALE TYPICAL NOTIFICATION APPLIANCE CIRCUIT EOL TYPICAL INITIATING DEVICE CIRCUIT EOL FIRE 5PRINK 5Y5TEM WATER FLOW 5W. — , EOL 5EE 5PRINK. 5Y5TEM FIRE 5PRINK 5Y5TEM 011165. FOR LOCATIONS VALVE TAMPER 5W. EOL AND QUANTITIES AT R15ER LO( ATION DIALER 2-GAT 5 4UTP CONDUIT (TYP) DETAIL - FIRE ALAN NO 5GALE SYSTEM PANEL o �CIO � I 4 o ti o o ;,, :,, o DI A6RAM 04 x 5 M TOTAL. GONN■GT■IP LOAD: 120/208 VOLT 30 4W W H PANEL - "A" 30300 K.W. O TOTAL: 48500 K.W. W Z C—+ t/2 W 0. SHEET. P.E. PROJECT # 01 AYIVE S S I nc. Con sulting Engineers E 3 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 o w • O 8V + MODICON CONTROL CABINETS N MAIN (5EE DETAIL, 5HT. E-4) /LEVEL �--I 1/2' C., - - -- - -- - - -- 0 W 4#1 + GRND W I� ^� W 0 A Fin DI A6RAM 04 x 5 M TOTAL. GONN■GT■IP LOAD: 120/208 VOLT 30 4W W H PANEL - "A" 30300 K.W. O TOTAL: 48500 K.W. W Z C—+ t/2 W 0. SHEET. P.E. PROJECT # 01 AYIVE S S I nc. Con sulting Engineers E 3 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 PHOTO -DELL FOR EXTERIOR LTG. -\ H I -1 rt NATF FYAr'T 01 ArFb/FWT T.R. T.R. GAT -5 GABLE d 6- COND.- 5TAT GABLE, BACK TO MODICON PANELS MAIN LPL PLAIN - MODICON CONTROL 5GALE: 1/16" = 1' -0' SPEC I A1. No"m : ELECT. CONTR. TO INCLUDE IN HI5 BID (4) ADDITIONAL "PIR" SENSORS (@) TO BE LOCATED BY OWNER PIR IS 6RC RJ-45 1 JACKS TYPICAL WIRING FROM BLDG PANEL OR LOAD CENTER GABLE IN / OUT NOTE: ONLY USE b0° G COPPER WIRE. ONE #12, OR TWO #14-16 AW6. GONNEGTINCG DIN -RAIL RELAYS TO THE G -BU5 NETWORK: THE DIN -RAIL RELAY 15 CONNECTED TO THE G -BUS NETWORK THROUGH ONE OF THE RJ-45 SOCKETS (SEE THE FIGURE "CONNECTING TO THE G -BUS NETWORK "). U5E CATA6ORY 5 UN5HIELDED TWISTED PAIR NTP) DATA GABLE, AND AN APPROPRIATE WIRED RJ-45 CONNECTOR TO MAKE THE CONNECTION (SEE FIGURE "G-BU5 WIRING CONNECTIONS AND TABLE "C -BUS GABLE CONDUCTOR A5516NMENT5 ") NOTE: THE G-BUS CONNECTION 15 POLARITY SENSITIVE, VERIFY THAT THE G -BUS NETWORK CONNECTION 15 TO THE G -BU5 CONNEGTION5 PORT (SEE (B) IN FIGURE "GONNEGTING DIN -RAIL RELAYS TO THE C-M NETWORK'. TYPICAL GAT 5 GABLE JACKET NOTE: INSERT THE PROVIDED RUBBER PLL65 INTO ANY UNUSED RJ -45 GABLE TERMINALS. rrPicad. u NO 5GALE MOVICON RELAY SCHEDULE IDENTIFICATION MOD PANEL #1 4- CHANNEL RELAYS - EA. CHANNEL RATED 20 AMPS LOCATION WAREHOUSE AREA I2- CHANNEL RELAY5 - EA. CHANNEL RATED 10 AMPS RELAY CHANNEL VOLTS LOAD (VA) CIRCUIT DESCRIPTION R1 1 120 1 A -20 HALL 101 LIGHT5 2 A -25 WAREHOUSE LI644T5 - (OUTBOARD LAMPS) OFFICE 105 LI6HT5 - (INBOARD LAMP5) 3 3 SPARE OFFICE 105 L16HT5 - (OUTBOARD LAMPS) 4 R7 OFFICE 104 LI6HT5 - (INBOARD LAMP5) 5 A -10 EXTERIOR 516NA6E L1644T5 (WEST SIDE) 2 OFFICE 104 LIGHTS - (OUTBOARD LAMP5) 6 EXTERIOR 516+06E L16HT5 (EAST SIDE) 3 SPARE 1 EXTERIOR WALL MOUNT LIGHT5 (EAST 51M 4 8 EXTERIOR FRONT ENTRY CANOPY LI6HT5 5 q EXTERIOR WALL MOUNT LIGHT5 (NORTH SIDE) 6 10 1 SPARE 11 Q 12 10 R2 I A -18 OFFICE 103 LIGHTS - (INBOARD LAMP5) 2 OFFICE 103 LIGHTS - (OUTBOARD LAMP5) 3 R8 TOILET RM. 108 LI6HT5 4 A -12 EXTERIOR WALL MOUNT LI6HT5 (WEST SIDE) 2 TOILET RM. 10& FAN 5 EXTERIOR CANOPY LIGHTS (SOUTH / WEST) 3 TOILET RM. IOC LIGHTS 6 EXTERIOR CANOPY 1_160% (SOUTH / EAST) 4 TOILET RM. IOq FAN 1 EXTERIOR PARKING AREA POLE L16HT5 SPARE b q 10 11 12 R3 I A -2 COUNTER AREA 101 LI6HT5 (INBOARD LAMPS) 2 A-4 COUNTER AREA 101 LI614T5 (OUTBOARD LAM 3 SPARE 4 R4 I B -11 GEILIN6 PADDLE FANS (WEST TWO) 2 CEILING PADDLE FANS (NORTH TWO) 3 CEILING PADDLE FAN5 (COUNTER AREA- 50UTH) 4 CEILING PADDLE FANS (COUNTER AREA- NORTH) R5 I A-6 WAREHOUSE L16HT5 - (INBOARD LAMPS) 2 A_b WAREHOU5E Ll6HT5 - (OUTBOARD LAMP5) 3 SPARE 4 I MOV ICON RELAY SCHEDULE IDENTIFICATION MOD PANEL #2 4- CHANNEL RELAYS - EA. CHANNEL RATED 20 AMPS LOCATION WAREHOUSE AREA 12- -CHANNEL RELAYS - EA. CHANNEL RATED 10 AMPS RELAY CHANNEL VOLTS LOAD (VA) CIRCUIT DESCRIPTION RIS I 120 A -23 WAREHOU5E L16HT5 - (INBOARD LAMP5) 2 A -25 WAREHOUSE LI644T5 - (OUTBOARD LAMPS) 3 SPARE 4 R7 I A -10 EXTERIOR 516NA6E L1644T5 (WEST SIDE) 2 EXTERIOR 516+06E L16HT5 (EAST SIDE) 3 EXTERIOR WALL MOUNT LIGHT5 (EAST 51M 4 EXTERIOR FRONT ENTRY CANOPY LI6HT5 5 EXTERIOR WALL MOUNT LIGHT5 (NORTH SIDE) 6 EXTERIOR CANOPY LIGHT5 (EAST / NORTH) 1 SPARE 8 Q 10 11 12 R8 I A -12 EXTERIOR WALL MOUNT LI6HT5 (WEST SIDE) 2 EXTERIOR CANOPY LIGHTS (SOUTH / WEST) 3 EXTERIOR CANOPY 1_160% (SOUTH / EAST) 4 EXTERIOR PARKING AREA POLE L16HT5 1N 20 AMP F DETAI TYPICAL LOAD CENTER CIRCUIT BREAKER MOV ICON CONTROL SYSTEM NOTES: E.G. SHALL PROVIDE AND INSTALL ALL MATERIALS FOR MODICON CONTROL BOXES. E.G. SHALL ASSEMBLE, WIRE AND INSTALL CONTROL BOXE5 AS DETAILED AND DESCRIBED. E.G. SHALL COORDINATE EXACT BOX LAYOUTS WITH OWNER PRIOR TO A55EMBLY. 2. ALL CIRCUITS TO BE CONTROLLED VIA THE MODIGON PANEL, TO HAVE DEDICATED NEUTRAL CONDUGTOR5 FOR EACH CIRCUIT. EACH NEUTRAL BAR IN PANEL 15 AN ISOLATED BAR, 150LATED FROM ALL OTHER NEUTRAL BARS. DO NOT CONNECT NEUTRAL 13AR5 T06ETHER UNLE55 THE CONNECTED NEUTRAL CONDUGTORS ARE ALL FED FROM THE SAME CIRCUIT. DO NOT CONNECT NEUTRAL CONDUCTOR5 FROM DIFFERENT CIRCUITS, TO THE SAME NEUTRAL BAR ASSEMBLY. 3. USE OF A NEUTRAL TERMINAL BAR 15 NOT REQUIRED FOR LOAD NEUTRALS THAT ARE TERMINATED AT THE BUILDING PANEL (LOAD CENTER). FOR EXAMPLE, A LOAD NEUTRAL CONDUCTOR MAY PA55 THROUGH THE MODICON PANEL ENCLOSURE AND TERMINATE AT THE PANEL LOAD CENTER. ANOTHER EXAMPLE 15 - A HOT 5WITCH -LE THAT LOOPS THROUGH THE MODICON PANEL ENCLO5URE WITHOUT A NEUTRAL CONDUCTOR. I/8" THICK METAL L- BRACKET ATTACH 5EGURELY TO ROOF TRU55 OR ROOF SUPPORT SYSTEM. EXACT PHYSICAL 51ZE TO BE FIELD DETERMINED -, SQUARE "D" GLIPSAL 360° INDOOR PIR SENSOR %C5153L, 5L.G5153 PEIRL FOR USE WITH WIRED G -1315 NETWORK5 2" HOLE IN L- BRACKET FOR SUPPORT OF 5EN50R PIR SENSOR MOUNTING DETAIL TYPICAL GLIP5AL RELAY UNIT SEE DETAIL, THIS 5HT. AT EXPOSED 57RUGTURf AREAS TMPIGAL CONNECTION TO NO 5GALE THE G -BUS NETWORK NO 5GALE TYPICAL LOAD. (SEE SCHEDULE, THI5 5HT.) � I � .L i r=I o_ TYPICAL i CONDUIT ORIGINAL SIGNED BY: TODD E. PAYNE DATED ORIGINAL SIGNED: FEB. 4, 2008 ON FILE AT: PAYNE ENGINEERING INC. TYPICAL LOAD. (SEE 5GHEDULE, THI5 5HT) i �) o TYPICAL \\\ CONDUIT NEUTRAL f tF6 LOAD CENTER NEUTRAL BAR C _ - - - -- PIEUTRAL RELAY tN#T o O O CAT.-5 GABLE, RELAY L"T /1 0 OUT TO SENSORS, a ( ETC. (SEE FLOOR 0 0 PLAN, THI5 5HT) $ _ �-_ 8 0 0 0 0 ° a RELAY L"T 13 RELAY L" I #4 0 0 0 TYPICAL BUILDING PANEL (LOAD (,ENTER) ° RELAY UHT /5 TYPICAL ISOLATED NEUTRAL BAR. (TYP OF 5) "Nu -4c _ RELAY LINT 06 ° MAY L"T #7 $ RELAY UNT 18 0 TO RELAY o n5 0 0 C- =- - - - --� o 0 0 CONNECT THE POWER SUPPLY —/ N t \-120 VOLT DUPLEX REGEPT. L.V. CONDUCTORS, TO THE 12V C6 CAN BE MOUNTED IN TOP OR ETHERNET NETWORK TERMINAL5 BOTTOM OF ENCLOSURE (NON- POLARITY SENSITIVE) / VOLT POWER SUPPLY (SUPPLIED WITH EQUIP) TYPI MOVICON CONTROL CONSOLE DETA I L NO 5GALE PROVIDE AND INSTALL A MIGARTA LABEL (BLACK WITH WHITE LETTER) ON BOX ( IDENTIFYING THE CONTROL BOX 60M ENG105URE PANEL. PROVIDE MICARTA LABEL (BLACK /WHITE LETTERING) ON BOX COVER EXACT NOMENCLATURE TO BE AS DIREGED BY OWNER. TYPICAL 15OLATED GROUND BAR. (TYP OF 3) TYPICAL DIN RAIL (TYP OF 5) P.E. PROJECT # 01g1 L ltA�Y �M E Ac ft em g. Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 ATE, w 8270 9jt �F r000 p • _ 1 4� vj j q � v =j o 0. ;A O CK CK 1 141 LIZ O I 4 b � 0 O 0. m rY �o A a ' 0 , f I z C) O UD a O a W O A Q ' Q of � o W O � W 0 O U � � Z W Z H� H W A w w 0. SHEET.• iii XXXXX �A G -131,15 P051TIVE ( +): BLUE + ORANGE OB G -BU5 NE6ATIVE ( -). BLUE/WHITE + ORAN6E/WHITE t� REMOTE OFF, BROWN + BROhWWHITE O REMOTE ON: GREEN + 6REEN/WHITE 14x34x31/2 "D BOX WITH COVER BY E.G. (MCOMM TELOD LM) PRIMARY UNE SECONDARY UNE Ring �dfrrll� W.N 1st on Circuit (Mandatory both Lines) rremise i Premise Phones I Phones _ (7 both Lines) U D A C T UNIVERSAL DIGITAL ALARM COMMUNICATOR TRANSMITM O Kip BHT off LED P p ry w Phon Secondary -/ e Line pH 2 Une ?2M It is CRITICAL that the Digital Q Communicator be located as the First device on the incoming telephone circuit to properly function. DIALER /DACT WIRING DETAIL SCHEMATIC: NO SCALE W w 3 O to of n of U �- U_ o' 0 MAIN LEVEL FIRE ALARM PLAN SCALE: 1/8" = 1' -0" TO: NEXT DEVICE OR EOL Q 0 - 10/29/2007 Total Current ( Amps ) z 0 = - (SEE WIRING DETAIL) U1 w z 0.000300 o Q =3 0.000800 0.794000 o #22/4 0.121100 AMPS La O volts a- a. Telephone #22/4 TELCO JACKS z LJ '- Tern otlon Board v 6 for balance of circuit M 14 120 VAC T-- Lion Total Current ( Amps ) - 10/29/2007 Total Current ( Amps ) > = 0.120000 } = 0.000300 ► = 0.000800 0.794000 0.45 7 Amp Hour 0.121100 AMPS Total Current ( Amps ) X - 0.200000 2.259000 X 5 0.084 = 0.190 AH _ .400000 X 1 Total Ampere Hours Re uired = 0.865000 0.37 - 0.794000 0.45 7 Amp Hour Nominal System Voltage 2.259000 AMPS TIE SHIELDS THROUGH AND INSULATE AT EACH JUNCTION BOX. INSULATE AND TAPE BACK AT END. SHIELD SIGNALING LINE CIRCUIT 11 Standby Load Current (Amps) 0.121100 X Required Standby Time in Hours 24 = 2.906 AH Alarm Load Current (Amps) Required Alarm Time in Minutes 2.259000 X 5 0.084 = 0.190 AH Ampere Hour Battery 3.096 AH Multiply by the Derating Factor X 1 Total Ampere Hours Re uired = 3.715 AH Batteries to be provided (12v) 121 0.37 Circuit Number NAC -1 0.45 7 Amp Hour h aw °w� I zg Qz� I =X W GN ¢ I 0 �z �o CO U w� x V) U w� Q M /- SHIELD II II _0... ADDRESSABLE MANUAL PULL STATION WITH KEY RESETTABLE SWITCH SCREW TERMINALS FOR SLC WIRING TERMINATION -- ROTARY DECADE ADDRESS SWITCH MANUAL PULL STATION WIRING DETAII SCHEMATIC: NO SCALE FA P - ADDRESSABLE (SIGNALING LINE) CIRCUIT - TS FS FIRE -LITE ALARMS MS- 9050UD S 1 #16/2 TWSP (STYLE 4) Mot Mat D01 12OV. (BELL POWER) ® IMPORTANT: no ORESSABLE VERIFY ALL CONDUCTOR SIZES AND QUANTITIES WITH FIRE ALARM CONTROL PONEI TECHNICIAN AT OMNI SECURITY SYSTEMS PRIOR TO INSTALLATION. - INDICATING CIRCUIT - NAC -1 15 30 75 15 110 HS HS HS HS HS i C L 2 #14 AWG (STYLE Y) NI -1 Nt -2 N1 -3 Nt -4 NI -5 J NAC -2 15 HS 15 110 HS 110 HS 110 HS HS 2 # 14 AWG (STYLE Y) N2 -1 N2 -2 112 -3 N2 -4 N2 -5 Poya I FRCP o BARRY I !CRY FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE H SYSTEM SENSOR ANALOG DETECTOR ADDRESSABLE SMOKE DETECTOR WIRING DETAIL GENERAL NOTES: 1. POWER -- LIMITED AND NONPOWER- LIMITED CIRCUIT WIRING MUST REMAIN SEPARATED IN CABINET. ALL POWER- LIMITED CIRCUIT WIRING MUST REMAIN AT LEAST 0.25" AWAY FROM ANY NON POWER- LIMITED CIRCUIT WIRING. FURTHERMORE, ALL POWER- LIMITED AND NONPOWER- LIMITED CIRCUIT WIRING MUST ENTER AND EXIT THE CABINET THROUGH DIFFERENT KNOCK OUTS AND /OR SEPARATE CONDUITS. 2. POWER FOR ALL FIRE ALARM PANELS AND FIRE ALARM POWER SUPPLIES MUST BE PROVIDED BY A DEDICATED AC BRANCH CIRCUIT. 3. SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER CONSTRUCTION CLEAN -UP IS COMPLETED AND FINAL. 4. INSTALLATION SHALL COMPLY WITH NEC, NFPA 72 AND ALL OTHER APPLICABLE CODES AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 5. SMOKE DETECTORS SHALL BE MOUNTED ON CEILINGS AND NOT ON THE BOTTOMS OF BEAMS OR JOISTS (EXCEPTIONS MAY APPLY). LOCATE SMOKE DETECTORS A MINIMUM OF THREE (3) FEET FROM MECHANICAL DIFFUSERS. 6. WHEN UTILIZING SHIELDED CABLE TIE SHIELDS THROUGH AND INSULATE AT EACH JUNCTION BOX. INSULATE AND TAPE BACK AT END. 7. WIRING DEPICTED ON THESE PLANS IS SCHEMATIC - ACTUAL WIRE LOCATIONS MAY DIFFER FROM THESE PLANS. WIRING SHALL BE PERFORMED AS ACTUAL BUILDING CONSTRUCTION CONDITIONS ALLOW AND TO MINIMIZE PENETRATIONS THROUGH AREA SEPARATION WALLS AND FIRE WALLS. 8. VERIFY ALL FIELD SELECTABLE AUDIBILITY SETTINGS OF NOTIFICATION APPLIANCES WITH FIRE ALARM CONTRACTOR. 9. ALL FIRE ALARM CABLING SHALL BE ACCEPTABLE TO THE FIRE ALARM EQUIPMENT MANUFACTURER FOR THE INTENDED PURPOSE. 10. PROVIDE SYNCHRONIZATION OF ALL VISUAL NOTIFICATION APPLIANCE CIRCUITS. PROVIDE ALL REQUIRED SYNC MODULES. PROVIDE A MULTI -SYNC MODE SLAVE CONNECTION BETWEEN ALL SYNC MODULES. PROVIDE INDEPENDENT CONTROL OF THE VISUAL AND AUDIBLE SIGNALS. 11. ALL CEILING - MOUNTED NOTIFICATION APPLIANCES TO BE INSTALLED ON THE BOTTOMS OF BEAMS OR JOISTS. STROBES SHALL BE VISIBLY UNOBSTRUCTED. 12. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION AND PROGRAMMING, THE INSTALLING CONTRACTOR SHALL PERFORM FINAL TESTING OF THE ENTIRE SYSTEM, PER ALL APPLICABLE CODES, AND SHALL COORDINATE AND PERFORM A FINAL FIRE ALARM SYSTEM INSPECTION. 13. PROVIDE OFF -SITE MONITORING AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 14. INSTALLING CONTRACTOR SHALL LABEL ALL FIRE ALARM DEVICES WITH; NAC CIRCUIT AND DEVICE NUMBER OR SLC DETECTOR (D) OR MODULE (M) ADDRESS AS SHOWN ON PLANS. LETTERING SHALL BE A MINIMUM OF 1/4" TALL. SCHEMATIC: NO SCALE 110 4.7K EOL NI -6 - M" EOL NAC Circuit Volta 2e Drop Calculation 0.08 0% 6 13 2008 Project Name d59 0.176 0.212 0.18 Electrical Wholesale - Rexbur 0.37 Circuit Number NAC -1 0.45 2% Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device Wire Gauge 16 volts Gau a 14 Per 1000 6.14 6 for balance of circuit Gau e 14 14 20 for balance of circuit Device 4 14 6.14 Max Output Current 1.5 amps 2% 6.14 Total Circuit Current 0.865 amps 20.01 0.39 Device 1 Device 2 Device 3 Device 4 Device 5 Device 6 Totals Distance Device previous Voltage at Drop from Percent Current device Device source Drop 0.079 20.37 0 03 0% 20.32 0.08 0% 20.25 0.079 d59 0.176 0.212 0.18 0.212 20.32 0.08 0% 20.25 0.15 1% 20.22 0.18 1% 20.03 0.37 2% 19.95 0.45 2% 0.865 176 Circuit is within limits Distance TEE Device previous NAC Circuit Volta a Dro Calculation Drop from Percent 6 3Z2008 Project Name device Device source Electrical Wholesale - Rexbur 0.079 Circuit Number NAC -2 0.10 0% Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device Wire Gauge 16 volts Gau e 14 Per 1000 6.14 20 for balance of circuit Device 4 14 31 20.08 0.32 2% 6.14 Max Output Current 1.5 amps 20.01 0.39 Total Circuit Current 0.794 amps Circuit is within limits Distance TEE Device previous Voltage at Drop from Percent MARK L. Current device Device source Drop Device 1 0.079 0 20.30 0.10 0% Device 2 0.079 19 20.22 0.18 1% Device 3 0.212 14 20.16 0.24 1% Device 4 0.212 31 20.08 0.32 2% Device 5 Totals 0.212 6794 60 144 20.01 0.39 2% shop drawings rreated t>y: Murray, Utah Inc. !al 264 Blackfoot, Idaho 208.200.9690 uNICAOr www.unicad.net 00 0 W CD N a z o 0 I-- -16 v W U) o 0 0 W z 0 Q U.1 Ir U C v� r ::... 8 8 !� � v �.. - acs � 'Q alo °� o W N a �C E O J0 z Lid M C >- cc 0 W ■ 00 TEE UNICAD, INC. CHECKED MARK L. w ■ O NICET II 107185 U U REVISION 0 U. 1/8" "J 0 W CL =) a M CO Q = Q W W L� 0. .J Q W J = t. J Q 0 _ z <C X W W W LL _J U Q un cc g cc W C -0 li J W 1, DRAWN TEE UNICAD, INC. CHECKED MARK L. ELISON NICET II 107185 DATE 6/11/2008 REVISION 0 SCALE 1/8" zz TYPICAL 2 WIRE HORN /STROBE WIRING DETAIL SCHEMATIC: NO SCALE (WNW MJDD LM) PRIMARY UNE SECONDARY UNE Ring Ring TP TOP 1 st 011 Circuit Premise Premise Phones Phones (Mondotory both Lines) -- #22/4 (Typical both Lines) JxJ 2 U D A C T UNIVERSAL DIGITAL ALARM AIM Iuml COMMUNICATOR TRANSMITTER L 0 Lott LED Pnmary P Phone Une Seconds Acute 1ED PHI Phone Un e ® pH PHz Ulm It is CRITICAL that the Digital Communicator be located as the First device on the incoming telephone circuit to properly function. DIALER /DACT WIRING DETAIL SCHEMATIC: NO SCALE w CZ 0 0 0 cn C) U of z } w ri Cc Q_ w 0 MAIN LEVEL FIRE ALARM PLAN SCALE: 1/8" = 1' -0" FIRE ALARM SYMBOL LEGEND NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT SYMBOL DESCRIPTION MANUF. & PART # MOUNTING MOUNT IN FACP I FIRE ALARM CONTROL PANEL FIRE LITE - MS- 905OUD WALL - TOP @ 66" CABINET INCLUDED Q SMOKE DETECTOR FIRE LITE - SD355 CEILING 4 SQ. DEEP W/ MUD RING - MOUNTED FLUSH 0 PULL STATION FIRE LITE - BG -12LX WALL @ 48" 4 SQ. DEEP W/ SINGLE GANG MUD RING - MOUNTED FLUSH ® ADDRESSABLE MONITOR MODULE FIRE LITE - MMF -300 6 4 SQ. DEEP - MOUNTED FLUSH HS 110 HORN / STROBE SYSTEM SENSOR - P2(R /W) WALL TOP @ 90" 4 SQ. DEEP W/ SINGLE GANG MUD RING - MOUNTED FLUSH ❑S 75 STROBE SYSTEM SENSOR - S(R /W) WALL TOP @ 90" 4 SQ. DEEP W/ SINGLE GANG MUD RING - MOUNTED FLUSH FS WATER FLOW SWITCH BY OTHERS BY OTHERS BY OTHERS TS VALVE TAMPER SWITCH BY OTHERS TBY OTHERS BY OTHERS TO: NEXT DEVICE OR EOL tion t 10/29/23 t I Total Current Am s 0 - 0.120000 0 = 0.000300 0 - 0.000800 0.794000 5 0.084 = 0.190 AH Ampere Hour Battery 3.096 AH 0.121100 AMPS t Total Current Ginn pS 0 !=I 0.200000 D = 0.400000 D = 0.865000 D - 0.794000 5 0.084 = 0.190 AH Ampere Hour Battery 3.096 AH Multiply by the Derating Factor 2.259000 AMPS Standby Load 9 Required Standby Time in Hours Current (Amps) 0.121100 X 24 = 2.906 AH Alarm Load 15 110 HS HS tut Current (Amps) Device Required Alarm Time in Minutes 2.259000 X 5 0.084 = 0.190 AH Ampere Hour Battery 3.096 AH Multiply by the Derating Factor X 1 Total Am ere Hours Required = 3.715 AH Batteries to be provided (12v) I 2f 7 Amp Hour U-I m sdW zr a : z X O m Q �z I Cn w� w� + I SHIELD MM - 11 11 I ADDRESSABLE MANUAL PULL STATION WITH KEY RESETfABLE SWITCH SCREW TERMINALS FOR SLC WIRING TERMINATION ROTARY DECADE ADDRESS SWITCH MANUAL PULL STATION WIRING DETAIL SCHEMATIC: NO SCALE B I Au r - ADDRESSABLE (SIGNALING LINE) CIRCUIT - 2M4 MO2 FIRE -CITE ALARMS MS -90501 1 #16/2 TWSP (STYLE 4) Mot D01 12OV. (BELL POWER) ® IMPORTANT: ADDRESSABLE VERIFY ALL CONDUCTOR SIZES AND QUANTITIES WITH FIRE ALARM O & O ALARM PANEL TECHNICIAN AT OMNI SECURITY SYSTEMS PRIOR TO INSTALLATION. - INDICATING CIRCUIT z o 9 -- --(SEE WIRING DETAIL) gr ' a NAC -1 15 HS 30 HS 75 HS 15 110 HS HS tut z Device a 2 #14 AWG (STYLE Y) NI-1 N1 -2 N1 -3 N1 -4 NI -5 20.4 volts Wire U A Minimum Device Voltage Distance from source to 1st device 16 volts Gau a 14 Per 1000 6.14 6 #22/4 NAC-2 15 15 110 110 110 1: w O `�1 4 2L4v HS 2 # 14 AWG (STYLE Y) N2 -1 HS N2 -2 HS N2 -3 HS HS N2 -4 N2 -5 d � T ne #22/4 MKS FR OM FRCP ~ Board '- um FIRE ALARM RISER DIAGRAM W 120 VAC o BATTERY BATTERY .0 i co � SCHEMATIC: NO SCALE U GENERAL NOTES: 1. POWER- LIMITED AND NONPOWER- LIMITED CIRCUIT WIRING MUST REMAIN SEPARATED IN CABINET. ALL POWER- LIMITED CIRCUIT WIRING MUST REMAIN AT LEAST 0.25" AWAY FROM ANY NON POWER- LIMITED CIRCUIT WIRING. FURTHERMORE, ALL POWER- LIMITED AND NON POWER- LIMITED CIRCUIT WIRING MUST ENTER AND EXIT THE CABINET THROUGH DIFFERENT KNOCK OUTS AND /OR SEPARATE CONDUITS. 2. POWER FOR ALL FIRE ALARM PANELS AND FIRE ALARM POWER SUPPLIES MUST BE PROVIDED BY A DEDICATED AC BRANCH CIRCUIT. 3. SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER CONSTRUCTION CLEAN -UP IS COMPLETED AND FINAL. 4. INSTALLATION SHALL COMPLY WITH NEC, NFPA 72 AND ALL OTHER APPLICABLE CODES AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 5. SMOKE DETECTORS SHALL BE MOUNTED ON CEILINGS AND NOT ON THE BOTTOMS OF BEAMS OR JOISTS (EXCEPTIONS MAY APPLY). LOCATE SMOKE DETECTORS A MINIMUM OF THREE (3) FEET FROM MECHANICAL DIFFUSERS. 6. WHEN UTILIZING SHIELDED CABLE TIE SHIELDS THROUGH AND INSULATE AT EACH JUNCTION BOX. INSULATE AND TAPE BACK AT END. 7. WIRING DEPICTED ON THESE PLANS IS SCHEMATIC - ACTUAL WIRE LOCATIONS MAY DIFFER FROM THESE PLANS. WIRING SHALL BE PERFORMED AS ACTUAL BUILDING CONSTRUCTION CONDITIONS ALLOW AND TO MINIMIZE PENETRATIONS THROUGH AREA SEPARATION WALLS AND FIRE WALLS. 8. VERIFY ALL FIELD SELECTABLE AUDIBILITY SETTINGS OF NOTIFICATION APPLIANCES WITH FIRE ALARM CONTRACTOR. 9. ALL FIRE ALARM CABLING SHALL BE ACCEPTABLE TO THE FIRE ALARM EQUIPMENT MANUFACTURER FOR THE INTENDED PURPOSE. 10. PROVIDE SYNCHRONIZATION OF ALL VISUAL NOTIFICATION APPLIANCE CIRCUITS. PROVIDE ALL REQUIRED SYNC MODULES. PROVIDE A MULTI -SYNC MODE SLAVE CONNECTION BETWEEN ALL SYNC MODULES. PROVIDE INDEPENDENT CONTROL OF THE VISUAL AND AUDIBLE SIGNALS. 11. ALL CEILING - MOUNTED NOTIFICATION APPLIANCES TO BE INSTALLED ON THE BOTTOMS OF BEAMS OR JOISTS. STROBES SHALL BE VISIBLY UNOBSTRUCTED. 12. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION AND PROGRAMMING, THE INSTALLING CONTRACTOR SHALL PERFORM FINAL TESTING OF THE ENTIRE SYSTEM, PER ALL APPLICABLE CODES, AND SHALL COORDINATE AND PERFORM A FINAL FIRE ALARM SYSTEM INSPECTION. 13. PROVIDE OFF -SITE MONITORING AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 14. INSTALLING CONTRACTOR SHALL LABEL ALL FIRE ALARM DEVICES WITH; NAC CIRCUIT AND DEVICE NUMBER OR SLC DETECTOR (D) OR MODULE (M) ADDRESS AS SHOWN ON PLANS. LETTERING SHALL BE A MINIMUM OF 1/4" TALL. 4.7K �- �vwti EOL N1 -6 -� EOL TIE SHIELDS THROUGH AND INSULATE AT EACH JUNCTION BOX. INSULATE AND TAPE BACK AT END. SHIELD / - SIGNALING UNE CIRCUIT '� SYSTEM SENSOR ANALOG DETECTOR ADDRESSABLE SMOKE DETECTOR WIRING DETAIL SCHEMATIC: NO SCALE NAC Circuit Voltage Drop Calculation 9 0.176 6/13/ Project Name 9 0.212 75 lElectrical Wholesale Rexbur Device Circuit Number NAC -1 Rexbur 0.079 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16 volts Gau a 14 Per 1000 6.14 6 Wire Gauge for balance of circuit Gauge __ 14 __ 1 14 6.14 Max Output Current 1.5 amps 14 6.14 Total Circuit Current 0.865 amps 2% Device 5 Totals Device 1 Device 2 Device 3 Device 4 Device 5 Device 6 Totals Distance Device previous Voltage at Drop from Current device Device source 0.079 20.37 0.03 0.107 9 0.176 18 0.079 9 0.212 75 0.212 59 20.32 0.08 20.25 0.15 20.22 0.18 20.03 0.37 19.95 0.45 0.865 176 Percent Drop 0% 0% 1% 1% 2% 2% NAC Circuit Voltage Drop Calculation TEE Device 6 13 2008 Voltage at Drop from Percent MARK L. Project Name device Device source Electrical Wholesale - Rexbur 0.079 Circuit Number NAC -2 0.10 0% Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16 volts Gauge __ 14 __ 1 Per 1000 614 ZO Wire Gauge for balance of circuit Device 4 14 6.14 Max Output Current 1.5 amps 2% Device 5 Totals Total Circuit Current 0.794 amps 20.01 0.39 Circuit is within limits Distance TEE Device previous Voltage at Drop from Percent MARK L. Current device Device source Drop Device 1 0.079 0 20.30 0.10 0% Device 2 0.079 19 20.22 0.18 1% Device 3 0.212 14 20.16 0.24 1% Device 4 0.212 31 20.08 0.32 2% Device 5 Totals 0.212 0.794 60 144 20.01 0.39 2% shop drawings created by. Murray, Utah 80,.264.9002 Btackfoot, Idaho 208.200.96 w-w N I www.unicad.net IT Lu o H C14 Q M J 0 O CL Q CL a v w U) o 0 0 w z 0 cn Q w w U C 00 O N O E i I V Cn x�. co 0 w N ` co U_ Z E O DO � C1) W � Cf t-- C!) CC a co DRAWN TEE 0 INC. CHECKED MARK L. ELISON NICET II 107185 DATE 6/11/2008 REVISION 0 UJ 1/8" = 1' -O" • i Lu un um W .0 i co � UJ uy U w DRAWN TEE UNICAD, INC. CHECKED MARK L. ELISON NICET II 107185 DATE 6/11/2008 REVISION 0 SCALE 1/8" = 1' -O" FA -1 TYPICAL 2 WIRE HORN /STROBE WIRING DETAIL SCHEMATIC: NO SCALE