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HomeMy WebLinkAboutPLANS - 05-00166 - Beehice Credit Union_ _ _ 08- 8^ THICK CONRET[ VV|NODVV WELLS W/ #4 AT 12" O VERT AND HORIZ W/ STANDARD HOOK MATCHING DOWELS. ATTACH TO CONCRETE BASEMENT WALLS W/ #4x24" LONG DOWELS W/ EPDXY AND 4" MIN EMBEDMENT AT 12" O.0 (SEE DETAIL 5/S4.1 AT OPENING IN WALQ-TYP WF 4.3 I C6 I I Sim vv C2 C7 7 4� 18 4 CONCRETE SLAB W1 #4 AT 1 81, S5. i O.C. EACH WAY OVER COMPACTED C2 VERIFY WITH ARCH) S5. 1) F9 3 /F9.3 3:1 ci TYR F5.5 j C4 I �T.O.F.=96'-O" _ Im O.C, EACH WAY OVER COMPACTED I (FIELD VERIFY WITH ARCH) L F5.5 1 1-7 53 1 S5*1 F7 QsIm LL -k �T 0 F C6 17 C5 C3 C3 C3 �I�S 5.2 :J1 Fl� lb I 17 FROM FACE 16 �T.O.F.=96'-O" S5*2 , OF WALL _ _ ----(2) _ _ ---(: 3 ) FOUNDAT PLAN NOTES 1. "F4.0". "F5.5". INDICATE ISOLATED FOOT SEE FOOTING SCHEDULE THIS SHEET. 2. ~ WF1.5". "WF2.0 INDICATE CONTINUOUS WALL FOOTINGS, SEE FOOTING SCHEDULE THIS SHEET. 3. CONTINUE WALL AND FOOTING REINFORCEMENT INTO WALLS AND FOOTINGS THAT ARE PERPENDICULAR TO EACH OTHER. SEE DETAILS 4/S4.1 AND 10/S4.1. 4. SEE DETAIL 10/S4.1 FOR FOUNDATION STEP RE|NF REQUIREMENTS AT BASEMENT FOUNDATION TO HIGH FOOTING CONNECTION. 5. T.O.W = TOP OF WALL AT EXTERIOR FOUNDATION, TYPICAL T,0.W. = 100`-00". UNLESS NOTED OTHERWISE. 6. 'T,O.F" INDICATES TOP OF FOOTING AS NOTED ON THE DRAWINGS, VERIFY W/ ARCH PRIOR TO CONSTRUCTION. 7. TOP OF SLAB ELEVATION (FF)=100'-D" UNLESS NOTED OTHERWISE. S. CONTRACTOR T0 VERIFY ALL D|WEN3|DN5, PRIOR TO CONSTRUCTION. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT. g. CONTRACTOR TO VERIFY LOCATION OF ALL INSERTS IN SLAB WITH APPROVED MECHANICAL PLUMBING, AND ELECTRICAL DRAWINGS PRIOR TO CONSTRUCTION. SEE ARCH FOR GARAGE DRAIN LOCATIONS. 10. SEE DETAIL 5/S4.1 FOR WALL OPENINGS IN CONCRETE WALL. COORDINATE OPENINGS WITH ARCHITECTURAL DRAWINGS. 11� PROVIDE CONTROL JOINTS IN CONCRETE SLAB ON GRADE PER DETAIL 2/S4.1 AND THE G3N' OPTIMIZE LOCATIONS WITH ARCHITECTURAL DRAWINGS. 12, "Cl", "C2 , . . INDICATE COLUMNS SEE COLUMN SCHEDULE THIS SHEET. * * qj = Ono �q ot-0- � � _ ----(::4 ) | / '' ' -------�----------'-------�---------___ TYP � � | F4.0 C7 �------��--------------- -L_r-- -- -- -----------�---- - �-_L TYP � | / � | � \ � `-F4.O F4.0 C7 | C7 OA D.2 D.7 D.9 E.1 E.3 OF | | | | | � � | / � FOUNDATION UOhJ PU /&N . . . STEEL COLUMN (C) SCHEDULE MARK SIZE BASE ?LNrF c SEE PLAN AND DETAILS FOR � SEE DETAIL B/S5.1 AND DETAILS FOR ABOVE FOOTING CONSTRUCTION AE30VE FOOTING FOOTING FOOTING SEE PLAN AND DETAILS NOTED REINFORCING REINFORCING SEE PLAN AND DETAILS NOTED 0 SEE PLAN AND DETAILS NOTED C5 HSS5x5x5/16 SEE DETAIL 7/S4.1 C6 HSS8x8xl /2 SEE PLAN AND STEEL FRAME ELEVATIONS ON S7.1 AND S7.2 C7 HSS8x8x3/8 SEE DETAIL 15/S5,2 SHEEP si FOOTING SCHFIDULF c SEE PLAN AND DETAILS FOR � SEE PLAN CONSTRUCTION AND DETAILS FOR ABOVE FOOTING CONSTRUCTION AE30VE FOOTING FOOTING FOOTING REINFORCING REINFORCING 0 JUN 15 2005 TTiFSF PLANS, DRAWINGS AND DFSTCTNS ARE THP EXCLUSTVF PROPFRTY OF FNGrNEFRTKG STRUCTURAL SOLUTIONS, AND SHALL NOT BF REPRODUCF.D IN ANY FORM WITHOIJT WRITTFN CONSENT. ALL RIGHTS ARE RESERVFD. COPYRIGHT 2002 ENGINEERING SrRUCTURAL SOLUTIONS. JOB NUMBER - 0 176 CLR IDTH/LENGTH WIDTH/LENGTH #4 AT 18" O.C, TRANSVERSE BOTTOM SHEEP si c �r 4943 NORTH 29TH EAST, STE A � z IDAHO FALLS, IDAHO 83401 Phone: (208) 552-9874 G%STE�,,y Fax: 552-9302 (208) 0 JUN 15 2005 TTiFSF PLANS, DRAWINGS AND DFSTCTNS ARE THP EXCLUSTVF PROPFRTY OF FNGrNEFRTKG STRUCTURAL SOLUTIONS, AND SHALL NOT BF REPRODUCF.D IN ANY FORM WITHOIJT WRITTFN CONSENT. ALL RIGHTS ARE RESERVFD. COPYRIGHT 2002 ENGINEERING SrRUCTURAL SOLUTIONS. JOB NUMBER - 0 176 SHEEP si OE� .5 Nil— N _ �72'_ 0 CONCRETE SLAB W/ #4 AT 18" P.C. EACH WAY OVEP COMPACTED VERIFY WITH ARCH) - 4 _ ---(:2 ) v , LL � �� _J �--- -J L _-__ _-__ -_ 2.2 U _ | �� � ' � | , -- ---------- -- -- " � � � �� � U m �� � i o = cc | ' m _ _ = o | � _ (4 , o | - _ _ _ _ / | x ' -- | �i � | !� [- � --[�- -- - -- | � -- -- /�� �A F ( | . �! | | | `��= / -��/ | | ` o ' | 101 _ _ | _| � - � w o y � � | ' ^ U � |� / o � -- - - - - - -- -- - - -- - - -- -- -- -- -- -- - -- - - -- - - -- -- -- - -- -- -- -- -- __ /��/ r /�n/ r �mn /| _ ~ = 71, 6^ | � uz ` �� | «o ��O� FACE o | | | | �_ -� 1Q. 1 7" 8 , ,7° 11. =J" / 8- ' �l" | B ' �7" 1g^ ^1" 2G^ ,]" �-| �F WALL ��'� _ | 6° | | � - � � -�� [ -o� � |_ 18'- 7" | �� |, - /� | -+� | -�� | U TYP �o �� 3: V 7­ | , o _ | ' m _ _ = o _ | - m _ _ , | � _ _ � � 19'-2 | _J � | 4'-O'' � | ` ,1" 2S 1 | � | ill L --I— T 1 V-2 FOUNDATION U ON D (D. 9) �JE� 1/R^=1 . -O ' 3^ 22 1 - 22'- l 4 � cz °= ^� (z� 8D ~_. _ | / T ------ - ------- - ----(::6 � T - |-------- -- --------- -- | ' o]" | | 26 � -v8 � 0 A�UhJ�&�v��F� DIMENSION '--'-'''-''-'''-'--''--'''-'--' 1. DIMENSIONS SHOWN ON PLAN ARE TO CENTERLINE OF BEAM. COORDINATE DISCREPANCIES OR ERRORS PRIOR TO CONSTRUCTION (FIELD VERIFY W/ ARCH). S1 , o | ' m STRUCTURAL z o IDAHO FALLS, IDAHO 83401 Phonc: rXSTe,y (208) 552-9874 Fax: (208) 552-9302 9512 z 0 juN 15 2085 THESE PLANS, DRAWtN6S AND DESIONS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WMIOUT WRIT1`EN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 S1 , o | ' m 12 z X Q z 0 N I CE COLUMN I STEEL C OLUMN AT FOUNDATION WALL KEYNOTES: 1, STEEL COLUMN, SEE PLAN AND SCHEDULE 2. STEEL COLUMN BASE PLATE W/ (4) .3/4 "4 STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN 8" EMBEDMENT) 3. 1 1 12" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 4. 6" THICK SQUARE ISOLATION NO REINF REQUIRED POUR AFTER DEAD LOADS ARE IN PLACE 5. CONCRETE SLAB ON GRADE, SEE PLAN 6. ISOLATED CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 7. COMPACTED SUBGRADE 8, ISOLATION JOINT I I 1 I 0 ' i I 1 I 2 3 4 -" I 1 EO O� • • 3 „ CLR 10 NO SCALE J � �O� 3 CLR STEEL STUD WAL AT FOUNDATION KEYNOTES: z STEEL STUD WALL BEYOND, S�pNAL Eti SEE PLAN IDAHO O 83401 2. 4" CMU BEYOND, SEE ARC 3. CONCRETE SLAB, SEE P 4. STEEL DECK, SEE r � FOR ATTACHMENT ^� z 5, 10" CONCRETE L W/ #5 Rp[ BN_�C AT 16" O.C. H Z AND #6 JUN 15 2005 AT 9" O.C. V COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER- 05176 6. #6 DOWE 9" O.C. 7. CONC B ON GRADE, SEE N 8. C ACTED SUBGRADE, SEE • EO I I 1 I 0 ' i I 1 I 2 3 4 -" I 1 EO O� • • 3 „ CLR 10 NO SCALE J � �O� 3 CLR STEEL STUD WAL AT FOUNDATION KEYNOTES: 1. STEEL STUD WALL BEYOND, S�pNAL Eti SEE PLAN IDAHO O 83401 2. 4" CMU BEYOND, SEE ARC 3. CONCRETE SLAB, SEE P 4. STEEL DECK, SEE P FOR ATTACHMENT ^� z 5, 10" CONCRETE L W/ #5 Rp[ BN_�C AT 16" O.C. H Z AND #6 JUN 15 2005 AT 9" O.C. V COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER- 05176 6. #6 DOWE 9" O.C. 7. CONC B ON GRADE, SEE N 8. C ACTED SUBGRADE, SEE 9, CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF 10, CIVIL FLATWORK, SEE ARCH FOR ADDITIONAL INFORMATION NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS 0 I 0 I 4 CONCRETE S LAB AT FOUNDATION NO SCALE STEEL STUD WALL AT FOUNDATION KEYNOTES: 1. STEEL STUD WALL, SEE P 2. CONT 600T125 - -43 BO T M TRACK W/ .145 11 Ox3 / SHOT PIN AT 8" O.C. INTO CONCRETE SLAB, (2) #10 SCREWS AT VERT STUD 3. CONCRETE SEE PLAN 4. STEEL D SEE PLAN FOR AT HMENT 5. ATT DECK TO LEDGER PE PLAN 6. NT L4x4x3/8 Wj 5/8 "4x5' -ONG SIMPSON TITAN HD ANCHOR AT 2' - 0" O.C. 7. 10" CONCRETE WALL W/ #5 AT 16" O.C. HORIZ AND #6 AT 9" O,C. VERT 8. #6 DOWEL AT 9" O.C. 9. COLIC SLAB ON GRADE, SEE PLAN 10. COMPACTED SUBGRADE, SEE GSN 1 1 _ CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF 12 FINAL GRADE, SEE ARCH FOR ADDITIONAL INFORMATION 13. 4" CMU, SEE GSN FOR WALL ATTACHMENT NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS NO SCALE CLR CONCRETE SLA AT FOUNDATION KEYNOTES: 1. CONCRETE SLAB ON GRADE, SEE PLAN 2. 10" CONCRETE WALL W/ (4) #5 CONT HORIZ 3. #5 DOWEL AT 18" O.C. 4. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 5. COMPACTED SUBGRADE KEYNOTES: 1. CONCRETE SLAB ON GRADE, SEE PLAN 2. 10" CONCRETE WALL W/ (4) #5 CONT HORIZ 3. #5 DOWEL_ AT 18" O.C. 4. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 5. COMPACTED SUBGRADE 6. CIVIL FLATWORK, SEE ARCH FOR ADDITIONAL INFORMATION 7. 4" CMU BEYOND, SEE ARCH 8. STEEL STUD WALL BEYOND, SEE PLAN NO SCALE c a c C� � J U 3 10 CLR STEEL STUD WALL AT FOUNDATION KEYNOTES: 1. STEEL STUD WALL, SEE PLAN 2. CONT 60OT125 -43 BOTTOM TRACK. W/ ,145" 4x3/4" SHOT PIN AT 8" O.C. INTO CONCRETE SLAB, AND (2) #10 SCREWS AT EA VERT STUD 3. CONCRETE SLAB, SEE PLAN 4. STEEL DECK, SEE PLAN FOR ATTACHMENT 5. ATTACH DECK TO LEDGER PER PLAN 6. CONT L4x4x3/8 W/ 5/8" 4x5" LONG SIMPSON TITAN HD ANCHOR AT 2' -0" O.C. 7. 10" CONCRETE WALL W/ #5 AT 16" O.C. HORIZ AND #6 AT 9" O.C. VERT S. #6 DOWEL AT 9" O.C. 9. CONC SLAB ON GRADE, SEE PLAN 10. COMPACTED SUBGRADE, SEE GSN 11. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF 12. FINAL GRADE, SEE ARCH FOR ADDITIONAL INFORMATION 13. 4" CMU, SEE GSN FOR WALL ATTACHMENT NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS NO SCALE C:LK STEEL STUD WALL AT FOUNDATION KEYNOTES: 1. STEEL STUD WALL, SEE PLAN 2. CONT 60OT125 -43 BOTTOM TRACK W/ .145 "4x3/4" SHOT PIN AT 8" O.C. INTO CONCRETE SLAB, AND (2) #10 SCREWS AT EA VERT STUD 3. CONCRETE SLAB, SEE PLAN 4. STEEL DECK, SEE PLAN FOR ATTACHMENT 5. #4 DOWEL @ 18" O.C. 24 24 6. 10" CONCRETE WALL W/ #5 AT 16" O.C. HORIZ AND #6 AT 9" O.C. VERT 7. #6 DOWEL AT 9" O.C. 8. CONC SLAB ON GRADE, SEE PLAN 9. COMPACTED SUBGRADE, SEE GSN 0. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS NO SCALE z C I I 1 I I I� I I I I I I J`' EO O� • j • 3 10 CLR i� STEEL STUD WALL AT FOUNDATION NO SCALE CLR KEYNOTES: 1. STEEL STUD WALL, SEE AN 2. CONT 60OT125 -43 TOM TRACK W/ .145 "4x 4" SHOT PIN AT 8" O.C. I CONCRETE SLAB ND (2) #10 SCREWS EA VERT STUD 3. CONCRET LAB, SEE PLAN 4. STEEL _CK, SEE PLAN FOR ACHMENT 5. A CH DECK TO LEDGER R PLAN 6 CONT L4x4x3/8 W/ 5/8 "4x5" LONG SIMPSON TITAN HD ANCHOR AT 2' -0" O.C. 7. 10" CONCRETE WALL W/ #5 AT 16" O.C. HORIZ AND #6 AT 9" O.C. VERT 8. #6 DOWEL AT 9" O.C. 9. CONCRETE SLAB ON GRADE, SEE PLAN 10. COMPACTED SUBGRADE, SEE GSN 11. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF 12. FINAL GRADE, SEE ARCH FOR ADDITIONAL INFORMATION 13. 4" CMU, SEE GSN FOR WALL ATTACHMENT NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS KEYNOTES: 1. STEEL STUD WALL, SEE PLAN 2. CONT 60OT125 -43 BOTTOM TRACK W/ .145 "bx3 /4" SHOT PIN AT 8" O.C. INTO CONCRETE SLAB, AND (2) #10 SCREWS AT EA VERT STUD 3. CONCRETE SLAB, SEE PLAN 4. COMPACTED SUBGRADE, SEE GSN 5. 10" CONCRETE WALL W/ (4) #5 CONT HORIZ 6. #5 DOWEL AT 18" O.C. 7. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF 8. FINAL GRADE, SEE ARCH FOR ADDITIONAL INFORMATION 9. 4" CMU, SEE GSN FOR WALL ATTACHMENT NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS STEEL STUD WALL AT FOUNDATION � NO SCALE SEAL: STRUCTURAL 4943 NORTH 29TH EAST, STE A S�pNAL Eti X IDAHO O 83401 Q 2 8 5 52I9814 0 �� 5 0 Fax: (208) 552 -9302 N EQ C I I 1 I I I� I I I I I I J`' EO O� • j • 3 10 CLR i� STEEL STUD WALL AT FOUNDATION NO SCALE CLR KEYNOTES: 1. STEEL STUD WALL, SEE AN 2. CONT 60OT125 -43 TOM TRACK W/ .145 "4x 4" SHOT PIN AT 8" O.C. I CONCRETE SLAB ND (2) #10 SCREWS EA VERT STUD 3. CONCRET LAB, SEE PLAN 4. STEEL _CK, SEE PLAN FOR ACHMENT 5. A CH DECK TO LEDGER R PLAN 6 CONT L4x4x3/8 W/ 5/8 "4x5" LONG SIMPSON TITAN HD ANCHOR AT 2' -0" O.C. 7. 10" CONCRETE WALL W/ #5 AT 16" O.C. HORIZ AND #6 AT 9" O.C. VERT 8. #6 DOWEL AT 9" O.C. 9. CONCRETE SLAB ON GRADE, SEE PLAN 10. COMPACTED SUBGRADE, SEE GSN 11. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF 12. FINAL GRADE, SEE ARCH FOR ADDITIONAL INFORMATION 13. 4" CMU, SEE GSN FOR WALL ATTACHMENT NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS KEYNOTES: 1. STEEL STUD WALL, SEE PLAN 2. CONT 60OT125 -43 BOTTOM TRACK W/ .145 "bx3 /4" SHOT PIN AT 8" O.C. INTO CONCRETE SLAB, AND (2) #10 SCREWS AT EA VERT STUD 3. CONCRETE SLAB, SEE PLAN 4. COMPACTED SUBGRADE, SEE GSN 5. 10" CONCRETE WALL W/ (4) #5 CONT HORIZ 6. #5 DOWEL AT 18" O.C. 7. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF 8. FINAL GRADE, SEE ARCH FOR ADDITIONAL INFORMATION 9. 4" CMU, SEE GSN FOR WALL ATTACHMENT NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS STEEL STUD WALL AT FOUNDATION � NO SCALE ( A cn A 0 kn unp t< o N b N 0 A n Q "V 00 R. N h 0 a� E� 11 kn U z O O >: W SHF.FT.• S591 O ALE �� SEAL: STRUCTURAL 4943 NORTH 29TH EAST, STE A S�pNAL Eti z IDAHO O 83401 �G %S TFR� 2 8 5 52I9814 0 �� 5 w Fax: (208) 552 -9302 4 95 z z z ^� z � � OF W Rp[ BN_�C JUN 15 2005 THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER- 05176 ( A cn A 0 kn unp t< o N b N 0 A n Q "V 00 R. N h 0 a� E� 11 kn U z O O >: W SHF.FT.• S591 O ALE �� KEYNOTES: 1. STEEL COLUMN, SEE PLAN AND SCHEDULE 2. STEEL COLUMN BASE PLATE W/ (4) 3/4 "O STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN 12" EMBEDMENT) 3. 1 1 12" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 4. CONCRETE SLAB , SEE PLAN 5. CONCRETE PIER W/ (8) #6 BENT VERT BARS W/ (3) ROWS OF #3 CLOSED TIES IN TOP 5" AND AT 8" O.C. REMAINDER AS SHOWN 6. CONT HORIZONTAL WALL REINFORCING THROUGH PEDISTAL AS SHOWN 7. COMPACTED SUBGRADE, SEE GSN 8. FINAL GRADE, OR CIVIL FLAT WORK, SEE ARCH 9. 10" THICK CONCRETE WALL BEYOND, SEE PLAN 10. FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF NOTE: A. SEE DETAIL 8/S4.1 FOR STEEL BEAM FRAMING INTO CONCRETE COLUMN NOTE: A. PROVIDE 1 112"± NON -- SHRINK GROUT W/ LEVELING NUTS CL COLUMN I 1 1„ 2 z � I 0 u FF 1 - - CU] N 5/16 1 5/16 PC 0 I � Z 1 1/2" CLR TYP / _ ---- - KEYNOTES: 1. STEEL COLUMN, SEE PLAN 2. B" CONCRETE WALL, SEE DETAIL 14/S5.2 3. STEEL COLUMN BASE PLATE W/ (4) 1 "0 STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN 20" EMBEDMENT) 4. 24 "x30" CONCRETE PIER W/ (12) #4 BENT VERT DOWELS W/ STANDARD HOOK INTO FOOTING W/ (3) ROWS OF #3 CLOSED TIES IN TOP 5" AND AT 8" O.C. REMAINDER AS SHOWN 5. #5 BENT DOWEL AT TOP AND BOTTOM OF WALL TO MATCH WALL REINF 6. COMPACTED SUBGRADE 7. ISOLATED CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 8. CONCRETE CURB PLATFORM BY OTHERS 9. ISOLATION JOINT - - - - rz 24" LAP CENTER AT (2) BARS CLR 6 I 15 STEEL COLUMN AT CONCRETE PIER NO SCALE ST EEL COLUMN AT FOUNDATION NO SCALE NOTE: A. SEE PLAN AND DETAIL 19/S5.3 FOR CONCRETE PIER CHANGES AROUND PERIMETER OF BUILDING I CL COLUMN 4 J 0 SEE PLAN AND _E FOR SIZE AND BADE, OR CIVIL FLAT - )EE ARCH 'K CONCRETE WALL SEE PLAN CLR STEEL COLUMN AT FOUNDATION NO SCALE KEYNOTES: 1. CONCRETE FOOTING AT STEEL COLUMN, SEE PLAN 2. #4 DOWEL AT 16" O.C. 18" is CONCRETE SLAB ON GRADE, SEE PLAN CONCRETE ELEVATOR PIT FOUNDATION, SEE PLAN AND DETAIL 1 ! /S5,2 COMPACTED SUBGRADE #5 DOWEL 36" LONG DRILLED AND EPDXIED INTO ELEVATOR PIT FOUNDATION AT 12" O.C. W/ 6" EMBEDMENT CONT WATER STOP TOTE: DETAIL OCCURS AT FOOTING F9.3 INTERSECTION W/ CONCRETE WALL AT ELEVATOR PIT, TYPICAL CONCRETE SLAB AT ELEVATOR PIT FOUNDATION NO SCALE CLR CONCRETE SLAB AT FOUNDATION KEYNOTES: 1. CONCRETE SLAB ON GRADE, SEE PLAN 2. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 3. COMPACTED SUBGRADE, SEE GSN NO SCALE C' � z CONCRETE WALL AT FOUNDATION KEYNOTES: 1. CONCRETE CURB PLATFORM BY OTHERS 2. CIVIL FLATWORK BY OTHERS 3. COMPACTED SUBGRADE, SEE GSN 4. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 5. 8" CONCRETE WALL W/ (4) #5 HORIZ 6. #4. DOWEL AT 18" O.C. NO SCALE KEYNOTES: E, a> U KEYNOTES: 1. STEEL STUD FRAMING, SEE ARCH 2. 8" THICK CONCRETE WALL W/ #4 AT 16" O.C. VERT AND 12" O.C. HORIZ (CENTERED) CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF COMPACTED SUBGRADE CONT WATER STOP #4 DOWEL AT 16" O.C. 24" 12" #4 DOWEL AT 16" O.C. 18" I CONCRETE SLAB ON GRADE, SEE PLAN 111 CONCRETE SLAB AT ELEVATOR PIT FOUNDATION NO SCALE F� H H W A Q A 0 w h E~ 55.2 KEYNOTES: 1. STEEL COLUMN, SEE PLAN AND SCHEDULE 2. STEEL COLUMN BASE PLATE W/ (4) 5/4"0 STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN 8" EMBEDMENT) 3. 1 112" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 4. CONCRETE SLAB , SEE PLAN 5. CONCRETE PIER W/ ( # BENT VERT BARS W/ (3) ROWS OF #3 CLOSED TIES IN TOP 5" AND AT 8" O.C. REMAINDER AS SHOWN 6. COMPACTED SUBGRADE, SEE GSN 0 U U � O � o O O N A � 0 M 00 Q h ° tom ° �R N 1 ' 0 O 00 0. ' N b 0 .) �4 A A z 0 H A� SEAL: S 1- R U C 1- U RA IL � rA 4943 NORTH 29TH EAST, STE A S�ONAL F z 0 IDAHO FALLS, IDAHO 83401 �Q, GJST�R w r , Phone: (208) 552 -9874 W z Fax: (208 ) 552 -9302 Q 9512 z z 0 F � OF �Op�Q P �' W B P - \ v JUN 15 2005 THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGITTS ARE RESERVED. COPYT2TGT -IT 211u2 ENGINEERING STRUCTUR AL SOLUTTONS. JOB NUMBER: II5I7G F� H H W A Q A 0 w h E~ 55.2 KEYNOTES: 1. STEEL COLUMN, SEE PLAN AND SCHEDULE 2. STEEL COLUMN BASE PLATE W/ (4) 5/4"0 STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN 8" EMBEDMENT) 3. 1 112" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 4. CONCRETE SLAB , SEE PLAN 5. CONCRETE PIER W/ ( # BENT VERT BARS W/ (3) ROWS OF #3 CLOSED TIES IN TOP 5" AND AT 8" O.C. REMAINDER AS SHOWN 6. COMPACTED SUBGRADE, SEE GSN 0 U U � O � o O O N A � 0 M 00 Q h ° tom ° �R N 1 ' 0 O 00 0. ' N b 0 .) �4 A A z 0 H SHEET: o CONCRETE SLAB AT RECESS � NO SCALE CLR 7 4 CLR A� O � � Q A U r J V / � ^ W f� h+l W W ti W 0 a SHEET: o CONCRETE SLAB AT RECESS � NO SCALE CLR 7 4 CLR NOTE: KEYNOTES: KEYNOTES: KEYNOTES: KEYNOTES: A. SEE PLAN AND DETAIL 19/S5.3 1. STEEL COLUMN, SEE PLAN GRID) 1. STEEL COLUMN, SEE PLAN CONT HORIZONTAL WALL CL C01_UMN 1. STEEL COLUMN, SEE PLAN FOR CONCRETE PIER CHANGES AND SCHEDULE 5 AND SCHEDULE REINFORCING THROUGH AND SCHEDULE AROUND PERIMETER OF BUILDING 5/1 6 8" PEDISTAL AS SHOWN 2. STEEL COLUMN BASE PLATE W/ 2' - 2" 2, 112" THICK GUSSET PLATE C 1' -110" 2. STEEL COLUMN BASE PLATE W/ (4) 3/4 "0 STEEL ANCHOR BOLTS - -- 2. #5 BENT DOWEL �iN (4) 3/4 "0 STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE 12 3. STEEL TUBE BRACE, SEE W/ NUT WELDED AT THE BASE COLUMN (MIN 12" EMBEDMENT) FRAME ELEVATION DETAILS NOTE: 5 (MIN 8" EMBEDMENT) ��_ S7.1 AND S7.2 3. 1 1/2" NONSHRINK GROUT � \ ® ® ® 0D A. SEE DETAIL 16/S5.2 FOR STEEL z :2 3. 1 1 12" NONSHRINK GROUT BELOW BASE PLATE W/ 4. FOUNDATION WALL COLUMN CONNECTION AT CONCRETE BELOW BASE PLATE W LEVELING NUTS II -iN PIER o ® / LEVELING NUTS Z_ 4. SLAB 5. CONCRETE PIER W/ (16) #6 CONCRETE LAB , SEE PLAN VERT BARS W T3 ROWS OF � / � ) w 4. CONCRETE SLAB SEE PLAN � #3 CLOSED TIES IN TOP 5" o o ® �. CONCRETE PIER W/ (8) #6 1 0 AND AT 8" O.C. REMAINDER ® 1 » 5. CONCRETE PIER W/ 8 6 - -- - BENT VERT BARS W/ (,5) _ 4 2" AS SHOWN 1 2 BENT VERT BARS W/ (3) p ROWS OF # CLOSED TES 3 � _ S a -- 1 ROWS OF CLOSED TIES �I TOP 5" AND AT 8" O.C. i 6. COMPACTED SUBGRADE, �2 IN TOP 5" AND AT 8" O.C. In REMAINDER AS SHOWN GRID SEE GSN 1' 6" REMAINDER AS SHOWN 00 5/16 12„ 6. COMPACTED SUBGRADE, 7. FOOTING, SEE PLAN AND 6. CONT HORIZONTAL WALL ~ 00 SEE GSN SCHEDULE FOR SIZE AND b REINFORCING THROUGH c REINF PEDISTAL AS SHOWN h 7. FOOTING, SEE_ PLAN AND 'b o0 SCHEDULE FOR SIZE AND 8. CONCRETE SLAB , SEE PLAN I 7. COMPACTED SUBGRADE, j - REINP SEE GSN 9. 1 1/2" NONSHRINK GROUT SON..)N 8. 0" THICK CONCRETE WALL._ a BELOW BASE PLATE W/ 8. FINAL GRADE, OR CIVIL FLAT O ct o WORK, SEE ARCH BEYOND, SEE PLAN = LEVELING NUTS �+1 • � C' � � • � W O 9. FINAL GRADE, OR CIVIL FLAT 10. 1" THICK STEEL BASE PLATE _ E ��J �� 1 -- BEYOND, SEE PLAN 9. 0' THICK CONCRETE WALL WORK, SEE ARCH �� � � W/ (6) 1 1 /8'�ix 48' LONG �B 0 0 0 ANCHOR BOLTS W 43 ° O I / L GRID - = EMBEDMENT W/ NUT WELDED 0. -- - 4) 10. FOOTING, SEE PLAN AND v , N 3 AT THE BASE 2 4 5 SCHEDULE FOR SIZE AND o0 6 \ � I N 0 PEI NF F a o z 11. CONT HORIZONTAL WALL Q O _ REINFORCING THROUGH • - NOTE: ^� o PEDISTAL AS SHOWN ` • • A. SEE DETAIL 8/S4.1 FOR STEEL '�`I� o . u ® BEAM FRAMING INTO CONCRETE ~ I I I 12. 1" PORT -HOLE TO ALLOW FOR F� - � >> 1 ^� 3' -0 "� FLOWABLE PION- SHRINK GROUT 1 ��� _ - o COLUMN TO BE INSTALLED INTO SHEAR LUG BLOCK -OUT 19 S5.3 13. 3/4" THICK x 8" x 1' -2" SIM STEEL SHEAR LUG AT COLUMN 8 • __ • �� • BASE PLATE w/ 5/16" FILLET f 8 (GRID WELD EACH SIDE FULL LENGTH 14. PROVIDE 10" DEEP x 5" WIDE t x 1' -4" LONG BLOCK -OUT :'� IN TOP OF CONCRETE PIER FOR SHEAR LUG INSTALLATION - - -- AT COLUMN BASEPLATE I I I 15. INSTALL PLOWABLE NON- SHRINK U GROUT THROUGH PORT -HOLE 5/16 8" � AFTER COLC.IMN INSTALLATION I I -- - -- - 5/16 8" i AS SHOWN - 1 � I I 1� i 2 4 3 „ � L I I {� i NOTES: 1 \ A. 6 CLR x� SPECIAL INSPECTION OF SHEAR LUG 1 3 i GROUTING IS REQUIRED B 5/16 r 8 21 STEEL COLUMN AT FOUNDATION B. SEE DETAIL 8/54.1 FOR STEEL 1 _ 6 " - NO SCALE 5/16 i i /� � BEAM FRAMING INTO CONCRETE A COLUMN - -� ... WORK POINT (GRID KEYNOTES: 1 0 5/1 1 5 W H 11 1 STEEL COLUMN, SEE PLAN AND SCHEDULE 1 0 o -- 2. 1/2" THICK GUSSET PLATE \� O ° 3. STEEL TUBE BRACE, SEE O 0 0 I U FRAME ELEVATION DETAILS �� • • O a o o o 57.1 �14 2,> O A q 4. FOUNDATION WALL I CLR TTP I o o o 5. CONCRETE PIER W/ (16) #6 I VERT BARS W/ (3) ROWS OF A ' #3 CLOSED TIES IN TOP 5" AND AT 8" O.C. REMAINDER AS SHOWN �- 2„ i CLR 6. COMPACTED SUBGRADE, 9 SEE GSN I 7. FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND 0 0 1 REINP F r I I 1 i 5 8, CONCRETE SLAB , SEE PLAN 5/ 161 8" �� o ' 7 � / o o ( 5/16 8 �� �i 9, 1 1/2" NONSHRINK GROUT ! 1 �� i BELOW BASE PLATE W/ • • 1 LEVELING NUTS O 5 r _, X 1 6 I I � 2 4 10. 1 " THICK STEEL BASE PLATE 4 CLR TYP WORK POINT-- I 5/16 8" W/ (6) 1 1 /8" Ox 48" LONG - I ►�-� 5/16 8" ANCHOR BOLTS W/ 43' \ 1'_0 ° Q O 10 if � 10 EMBEDMENT W/ NUT WELDED AT THE BASE. SEE DETAIL 20/S5.3 FOR BASE PLATE CONFIGURATION 12 4� 11. CONT HORIZONTAL_ WALL w � �3 REINFORCING THROUGH 1' - 6" 2 z PEDISTAL AS SHOWN 61 CLR TYP 12. 1" PORT HOLE TO ALLOW FOR 3 „ Mme' PLOWABLE NON- SHRINK GROUT T 5 5 TO BE INSTALLED INTO SHEAR • CLR laaaaaal = LUG BLOCK -OUT. INSTALL 0 0 (o FLOWABLE NON- SHRINK GROUT THROUGH PORT -HOLE AFTER 18 STEEL COLUMN AT FOUNDATION COLUMN (INSTALLATION AS SHOWN 4 - - �_� NO SCALE 13. 3/4" THICK x 8" x 1' -2" 0 0 STEEL. SHEAR LUG AT COLUMN �8� • BASE PLATE W/ 5/ FILLET h WELD EACH SIDE FULL LENGTH � W 14, PROVIDE 10' DEEP x 5" WIDE STRUCTURAL SEAL 1 2 4 1 x 1'4" LONG BLOCK -OUT IN TOP OF CONCRETE PIER 4943 NORTH 29TH EAST, STEA S \OSAL F IDAHO FALLS IDAHO 83401 `� FOP, SHEAR LUG INSTALLATION A z Phone: (208) 552 -9874 O�� �'���� ��tt� sur -F, AT COLUMN BA FPI_,A E W Fax: (208) 552-9302 0 - NOTE: z 9 512 A. SPECIAL INSPECTION OF SHEAR LUG C6 �O � GROUTING IS REQUIRED z OF � S 593 W ,n �� 8 A�� 22 PROPERTY OF STEEL COLUMN AT CONCRETE PIER AND FOUNDATION 20 STEEL COLUMN AT CONCRETE PIER AND FOUNDATION 1 CONCRETE PIER AT FOUNDATION N LU r 2AND THFSF, PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. NO SCALE �� NO SCALE NO SCALE COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS, JOB NUMBER 05176 I I I • I I I C'4 A LLI ry V) A, SPRINKLER CONTROLLER F l , �BY OTHER5 i -FLUSH MOUNT LDGKAFVF 4'x4 "xl8" SURFACE MOUNT WIRIN6 6UTT"ER AT 24" HEIGHT I I TWO EACH 2" GONDUIT AT 18" DEPTH OUT 36" FROM BUILDING U5E 5WEEP ELBOW5 4 NO 5GALE: SUMMERS DRIVE " "" UN(.Jr TELEPHONE DEMAWC PEDESTAL (FIELD VERIFY) ELECTRICAL SITE FLAN N 56ALE: 1"=20'-0 PAD MOUNTED TRANSFORMER (VERIFY WITH POWER GO) KE*e NOTES O PROVIDE TWO 4" CONDUITS WITH PULL CORDS, FROM MAIN TELEPHONE / DATA BOARD ON UPPER LEVEL, DOWN AND UNDER61ROUND OUT TO TELEPHONE CO. DEMARK LOCATION. COORDINATE WITH LOCAL TELEPHONE CO. THE DEMARK TERMINATION POINT PRIOR TO ANY INSTALLATION. COORDINATE THE ROUTIN6 OF THESE UNDER6ROUND CON0UIT5 WITH ALL OTHER UN0ER6ROUND UTILITIES, AND THE 6ENERAL GONTR. SEE UTILITY CONTACT SCHEDULE, THIS SHEET. O STAY CLEAR OF ANY UNDER61ROUND CONDUITS, ETC IN THIS FUTURE EXPM51ON AREA WHERE POSSIBLE. O ( IRGI)IT VIA TIME CLOCK / PHOTO -CELL CONTROL. LOCATE PHOTO -CELL OUTSIDE ON BUILDING 50 AS NOT TO BE AFFECTED BY ARTIFICIAL LIGHT. LOCATE TIME CLOCK ADJACENT TO PANEL WHERE CIRCUITED. CONNECT 50 THAT PHOTO -GELL TURNS LI6HT5 ON AND TIME CLOCK TURNS L16HT5 OFF. CONTROL COMPONENTS TO BE SUCH AS INTERMATIC gET I"K. PROVIDE WITH A 30 AMP 6 -POLE GONTAGTOR COMPLETE WITH PHOTO -CELL. 4� COIL HEAT TAPE AROUND ROOF DRAIN AND DOWN DRAIN AND OR DOWNSPOUT. EXTEND OUT END OF DOW.POUT APPROX. 6 ". EXACT TAPE LENGTH TO BE DETERMINED IN FIELD. TAPE TO BE 5UGH AS RAYCHEM #6M -IXT ® 120 VOLT. PROVIDE ALL NECESSARY COMPONENTS SUCH AS THE PC-1 POWER CONNECTOR, THE FTC-P JUNCTION BOX, GABLE END SEALS, GABLE SUPPORT CLIP5, M. TO MAKE A COMPLETE AND OPERABLE SYSTEM. FLASH AND 5EAL ALL ROOF PENETRATIONS AS REQUIRED. PROVIDE A W.P. 6FI OUTLET ON ROOF NEAR THE ROOF DRAIN5.5EE MECH. DRAWING M13 FOR LOCATIONS. FLASH AND 5EAL ROOF PENETRATION, AND MOUNT IN A W P. CAST BOX. EXACT LOCATION TO BE FIELD DETERMINED. © PROVIDE TWO I' PVC CONDUITS W/ 3#8 + 2 #10 6RN05. 1-40 AMP I$ CKT. AND ONE -30 AMP 120 VOLT GKT. AS INDICATED. FIELD VERIFY CIRCUIT SIZES, CONNECTION POINTS, 516N CONTROL, ETC., WITH MF6R. / SUDPLIER. O PROVIDE A I" PVC CONDUIT WITH PULL CORD, TO SERVER RM. AT UPPER LEVEL OR A5 DIRECTED BY OWNER., FOR FIBER OPTIC GABLES. ALL CONDUIT BENDS TO 13E SWEEP TYPE BENDS. VERIFY CONDUIT TERMINATION POINTS AT BOTH ENDS, WITH 516N MF6R. AND OWNER. O UNDER6ROUND ELECTRICAL SERVICE. EXACT ROUTING TO BE FIELD DETERMINED AND COORDINATED WITH POWER CO. SEE POWER RISER, SHEET B.I. ELECT. GONTR. TO COORDINATE WITH ALL OTHER UNDER61ROUND UTILITIES IN TH15 AREA PRIOR TO ANY EXCAVATION WORK. POLE L16HT - SEE 56HEDULE 4" SQUARE ALUMINUM POLE. POLE FINISH TO BE SELECTED BY ARCH. 4 N NOTE: BOND LUMINARIES METAL AGGESSORIE5 AND METAL POLE TO BRANCH CIRCUIT EQUIPMENT GRND GONDUGTOR PROVIDE A SUPPLEMENTARY 5/6' x 10' COPPER GLAD 6ROUND ROD GRN06. ELECTRODE AT EA. POLE. IRRI6. SYSTEM CONTROLLER. (VERIFY EXALT LOCATION W/ LANDSCAPE ARCH. (SEE DETAIL THIS 5HT) % A1u ♦ 1/8" =1' - 1' PVC CONDUIT WITH PULL CORD TO MAIN TELEPHONE BOARD IN SERVER RM. ROUTE ADJACENT TO GENERATOR REMOTE ANNIA�GIATOR CONTROL CONDUIT. Pla'? NO 5( ALE - - - - -- w GARAGE ® I SMC# I • mil.. N01'�:. F� These plans have been prepared without utility company comments. The contractor shall verify the exact requirements for the electric and l5 telephone services with the utility company representatives and provide --- - - - - -� `��� all work and pay all costs for comple'e and operating systems, as directed by the governing utilities. UTILITY CONTACTS ELE UTAH POWER CO. REXBUR6, ID. (208) 3M -4280 DENNi5 HUFFMAN TELEPHONE QUEST P.O. 80X 50100 1x15 NO. BOULEVARD IDAHO FALLS, ID. 83405 (208) 525 -4261 DOUG LE5PERANGE P.E. PROJECT # 0550 y A IE Cmulting Engines 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 M OW • i NIMS l f i %ion j In f T ! 0 0 l o p P P 11010 i ll J • INS Elf, f O REVISE • % / // % APPROX. LOCATION OF u�.r h nc►rr - - - TELEPHONE DEMARK _ _ POI E BASE WITH (IDVER - - FIN15H .R r lr� 11 r E II_'Cllq . I� :I I SUIT 11:111 -� "II�I11 .O �N .I 1 II - n.i Il I n u= u. I I► DEPTH. REFER TO PLAN. POLE BASE KITH 4#5 • N ♦ 11= •♦♦ - �Ilf=II ihl Ilall' 11�= 1 =11�I1 IIF IIr =ll 1111= 11�IIF 11— ,11::.,1 11 II"' .(1 -11 = 11F'- .11- 11=- I1�n�11�11= 11.�11�110� ' � • � I I • • aI II�II II 'll'�I II= 11�+11�11 11= 1111. NOTE: BOND LUMINARIES METAL AGGESSORIE5 AND METAL POLE TO BRANCH CIRCUIT EQUIPMENT GRND GONDUGTOR PROVIDE A SUPPLEMENTARY 5/6' x 10' COPPER GLAD 6ROUND ROD GRN06. ELECTRODE AT EA. POLE. IRRI6. SYSTEM CONTROLLER. (VERIFY EXALT LOCATION W/ LANDSCAPE ARCH. (SEE DETAIL THIS 5HT) % A1u ♦ 1/8" =1' - 1' PVC CONDUIT WITH PULL CORD TO MAIN TELEPHONE BOARD IN SERVER RM. ROUTE ADJACENT TO GENERATOR REMOTE ANNIA�GIATOR CONTROL CONDUIT. Pla'? NO 5( ALE - - - - -- w GARAGE ® I SMC# I • mil.. N01'�:. F� These plans have been prepared without utility company comments. The contractor shall verify the exact requirements for the electric and l5 telephone services with the utility company representatives and provide --- - - - - -� `��� all work and pay all costs for comple'e and operating systems, as directed by the governing utilities. UTILITY CONTACTS ELE UTAH POWER CO. REXBUR6, ID. (208) 3M -4280 DENNi5 HUFFMAN TELEPHONE QUEST P.O. 80X 50100 1x15 NO. BOULEVARD IDAHO FALLS, ID. 83405 (208) 525 -4261 DOUG LE5PERANGE P.E. PROJECT # 0550 y A IE Cmulting Engines 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 M OW • i NIMS l f i %ion j In f T ! 0 0 l o p P P 11010 i ll J • INS Elf, f O REVISE • % / // % APPROX. LOCATION OF u�.r h nc►rr - - - TELEPHONE DEMARK _ _ ®. 0 1 as A) (B) (B.5) (C) (D) (D.6) (E)(E.1 T T i ' BOA;V ROOM i GLASSRM. i Cc 225C FB � 4 ry O� M I OPEN TO BELOW TO F -10 k (TYP) - – - - — 24 HR. TIK CLOCK PANEL -"F' F 3/4' G., 3#10 i LABEL TRM EXH. FAN" F- + GRND GIRG AREA 22q ON - -�- - F ENG (TYP) r 0 F -18 ,22 Nr SEWAGE EJECTOR PUMP. 120V (VERIFY LOCATION) S • E.6 � F) F.4 ( G PANEL-" G1" VERIFY EXALT LOG) 3/4" G., 3910 + 6RND i 3/4" G., 3 #10 e ' + CAW �� GU X13 i (1Y 10 M Ubj 3/4' G., 3 #10 i + 6RND i - - -- i x,10 e 3/4" G., 3#I + 6RND / 5EE MECH. DRAWING M23 FOR EXALT LAYOUT. AL50 SEE DETAIL i ON SHT. E3.1 (TYP) D PRIVE THRU CANOP%( ROOF PLAN 5GALE: 1 /8" = I: -0" F"4 G BREAK RM. 114 PANEL- "GUI" (NEMA 3R) VERIFY EXACT LOG) MOVE TO DRIVE- THRU CANOPY ROOF a SEE MEGH. DRAWING M2.2 FOR EXALT LAYOUT. AL50 SEE DETAIL ON 5HT. E3.1 (TYP) A (TYP) B B.5 C D D "6 MOUN ON WALL ABOVEGO�JTER a APPROX. qb'. VERIFY W/CIWNER , I � -- - - - - - - - - -- a - nF WP OF C-OMER LOA 104 5GALE: 1/8" = I' -0" A4 �U GU 4 2 + 6RND MAIN SWITCHED METERING C-AR (SEE POWER RISER 4 51TE RM E.1 fGE-Y NOTES O LIGHTING TO BE CONTROU_ED AS FOLLOWS, IN NOTED AREAS, TO COMPLY WITH THE IEGG ENERGY CODE. 2-LAMP FIXTURE-5 - CONTROL ONE FIXTURE W/ONE SWITCH AND THE OTHER FIXTURE WITH THE OTHER SWITCH. 3 -LAMP FIXTURES - CONTROL CENTER LAMP W/ONE SWITCH AND THE TWO OUTBOARD LAMPS WITH THE OTHER SWITCH. 4 -LAMP FIXTURES - CONTROL. TWO LAMPS W/ONIE SWITCH, AND THE OTHER 2 -LAMPS WITH THE OTHER SWITCH. U2 FLUSH IN FLOOR POWER AND VOICE/DATA FLOOR BOX. BOX TO BE SUCH AS HUBBELL COVER 4 CARPET FLANGE NO: 35FBG (COLOR BY ARCH) BOX NO.35FBG O:ULLY ADJUSTABLE) SERVICE PLATE NO'S- 35FBRP (CONVENIENCE OUTLET) 55FBTP (VOICE / DATA) VERIFY EXACT ANT WITH OWNER, PRIOR TO ANY ROUGH - IN. THE FLOOR BOXES REQUIRE A FLOOR COVERING INSERT, THE ELECT. CONTR TO INCLUDE IN HIS BID THE COST TO PROVIDE FLOOR COVERING INSERTS FOR ALL FLOOR BOXES. INSERT MATERIAL TO MATCH OR COMPLIMENT THE SURROUNDING FLOOR FINISH. O PROVIDE A 3/4" CONDUIT WITH PULL CORD FROM EACH TELEPHONE / DATA OUTLET, UP TO GABLE TRAY IN CEILING SPACE ABOVE. SEE SHEET E33, FOR GABLE TRAY LAYOUT. ELECT. CENER TO COORDINATE WITH OWNER THE EXACT PLACEMENT OF ALL PHONE / DATA OUTLETS PRIOR TO ANY ROUGH-IN. O PROVIDE A 3/4" CONDUIT WITH PULL CORD FROM EACH FLOOR BOX TEL/ DATA COMPARTMENT BACK TO TEL. / DATA BOARD IN SERVER RM. WHEN TWO FLOOR BOXES ARE LOOPED TOGETHER, PROVIDE A V CONDUIT HOME RUN. O (®) REPRESENTS POWER / CONTROL CONNECTION FOR CONTROLLED ACCESS DOOR EQUIPMENT. PROVIDE AN EMERGENCY CIRCUIT FROM PANEL "E', CIRCUIT E -2, LOOPED FROM DOOR TO DOOR. EXACT ROUGH -IN REQUIREMENTS, ETC. WITH OWNER. bO EXACT PLACEMENT, MOUNTING HEI6HT5, ETC. OF OUTLETS IN TELLER LINE MILLWORK, TO BE FIELD DETERMINED. COORDINATE WITH ARCHITECTURAL MILLWORK DETAILS AND OWNER PRIOR TO ANY ROUGH -IN. O AT TI=LLER LINE, CONNECT THE PHONE / DATA OUTLETS T06ETHER AS SHOWN, WITH A 3/4" CONDUIT WITH A I" CONDUIT HOME RUN BACK TO TEL / DATA BOARD IN SERVER RM. O8 TO TWO ADDITIONAL CONVENIENCE OUTLETS FOR R61C SYSTEM HEAD -END EQUIP. VERIFY WITH OWNER THE EXACT PLACEMENT, MOUNTING HEIGHT, ETC. O PROVIDE A 3/4' CONDUI FROM EACH T.V. OUTLET OR FLOOR BOX, UP TO NEAREST GABLE TRAY IN CEILING SPACE ABOVE. SEE 5HT. E33 FOR GABLE TRAY LAYOUT. PROVIDE CONDUITS WITH PULL CORDS. 10 CONTROLLED ACCE53 DOOR SYSTEM KEY PAD. COORDINATE WITH OMER THE EXACT LOCATION, AND ROUGH -IN REQUIREMENTS. II EMER6. GENERATOR REMOTE ANNUNCIATOR PANEL. VERIFY EXACT LOCATION WITH OWNER. 5EE POWER R15M SHEET E3.1 FOR INFORMATION ON CONNECTION BETWEEN THIS PANEL AND GENERATOR. 12 FIRE EMINKL.ER RISER. SEE SHT. E33 FOR MONITORING 55YTEM INFORMATION. P.E. PROJECT # 0530 NIGHT DEPOSIT SEE SHT. E2.2 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fox (208) 232 -1435 • 'y f I E cs o � b ti 0. a O b � cs �F � T r i • - � r •t OR E2* 2R REVISED 6-21-05 A NEW BUILDING FOR V� w D , C D N 0 J�V REXBURG, IDAHO � t JQ J L Q o � o� .R 0 b � 0 h SEC. ERIKSON AND SUMMIT DRIVES REXBURG, IDAHO 83440 CONSULTANTS LANDSCAPE ARCHITECTS: DAVID WEAVER & ASSOCIATES 1605 SOUTH WOODRUFF IDAHO FALLS, IDAHO 83401 TELEPHONE: (208) 529 -9504 FAX: (208) 524 -0063 CIVIL ENGINEERS: ASPEN ENGINEERING INC. 10265 N. DORIAN AVE. IDAHO FALLS, IDAHO 83401 TELEPHONE: (208) 542 -1911 STRUCTURAL ENGINEERS: ES 4943 NORTH 29TH STREET, STE. A IDAHO FALLS, IDAHO 83401 TELEPHONE: (208) 552 -9874 FAX: (208) 552 -9302 MECHANICAL ENGINEERS: ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 TELEPHONE: (208) 233 -0501 FAX: (208) 233 -0529 ELECTRICAL ENGINEERS: PAYNE ENGINEERING INC. 107 SOUTH 18th AVENUE POCATELLO, IDAHO 83201 TELEPHONE: (208) 232 -4439 FAX: (208) 232 -1435 DRAWING INDEX GENERAL STRUCTURAL TS0.1 TITLE SHEET SO.1 GENERAL STRUCTURAL NOTES S1.1 FOUNDATION PLAN LANDSCAPING S1.2 FOUNDATION DIMENSION PLAN L1.1 LANDSCAPE PLANTING PLAN S2.1 FIRST FLOOR FRAMING PLAN 1-1.2 SPRINKLER IRRIGATION PLAN S2.2 2ND FLOOR FRAMING & LOW ROOF PLAN S2.3 2ND FLOOR FRAMING DIMENSION PLAN ARCHITECTURAL S3.1 ROOF FRAMING PLAN AO.1 SITE PLAN S4.1 TYPICAL AND MISC DETAILS AO.2 SITE DETAILS S5.1 FOUNDATION DETAILS AO.3 CODE ANALYSIS S5.2 FOUNDATION DETAILS AO.4 BUILDING ASSEMBLIES S5.3 FOUNDATION DETAILS All LOWER LEVEL PLAN S6.1 FRAMING DETAILS A1.2 MAIN LEVEL PLAN S6.2 FRAMING DETAILS A1.3 UPPER LEVEL PLAN S6.3 FRAMING DETAILS A2.1 EXTERIOR ELEVATIONS S7.1 STEEL FRAME ELEVATIONS All BUILDING SECTIONS S7.2 STEEL FRAME ELEVATIONS A3.2 BUILDING SECTIONS S8.1 OUTBUILDING PLANS A3.3 WALL SECTIONS S8.2 OUTBUILDING PLANS A3.4 GARAGE AND SCREEN MECHANICAL A4.1 STAIR ELEVATOR DETAILS M1.1 BASEMENT LEVEL FLOOR PLAN - PLUMBING A5.1 INTERIOR ELEVATIONS M1.2 MAIN LEVEL FLOOR PLAN - PLUMBING A5.2 INTERIOR ELEVATIONS M1.3 UPPER LEVEL FLOOR PLAN - PLUMBING A6.1 DOOR SCHEDULE AND DETAILS M1.4 LARGE SCALE PLANS AND DIAGRAMS A6.2 WINDOW SCHEDULE AND DETAILS M2.1 BASEMENT LEVEL FLOOR PLAN - MECHANICAL A7.1 LOWER LEVEL RCP PLAN M2.2 MAIN LEVEL FLOOR PLAN - MECHANICAL - A7.2 MAIN LEVEL RCP PLAN M2.3 UPPER LEVEL FLOOR PLAN - MECHANICAL A7.3 UPPER LEVEL RCP PLAN M2.4 LARGE SCALE MECHANICAL ROOMS A8.1 ROOF PLAN & DETAILS M3.1 DETAILS AND DIAGRAMS A9.1 INTERIOR DETAILS M3.2 MECHANICAL SCHEDULES AND DETAILS A9.2 EXTERIOR DETAILS ELECTRICAL A10.1 FINISH SCHEDULE E1.0 ELECTRICAL SITE PLAN AND SCHEDULES E1.1 ELECTRICAL DETAILS AND SCHEDULES E2.1 FLOOR PLANS - LIGHTING E2.2 FLOOR PLANS - POWER E3.1 POWER RISER & SCHEDULES E3.2 PANEL SCHEDULES E3.3 FIRE SPRINKLER MONITORING & CABLE TRAY PLAN E4.1 BANK EQUIP. ELECT. PLAN & DETAILS SITE KEY MAP NOT TO SCALE ERIKSON DRIVE I I I I I I I ---------------- t f f , - CRE017 UNION t {1 v 1 \ Lu l ,!f'ff•+ t w ..t }f {f '{.f' - T ?°.' iT Tom_ - Fie - - - ----- - - - - -- A � I I I I I I SUMMERS DRIVE NO T I 0., 'b O q Q) TS0. I O co x v t1J cQ w TS0. I LLI cc 0 c � C 0 CONCRETE MOW STRIP 6 "X 6" TOP DRESSING MULCH 3" DEEP IN LAWN SHRUB AREAS " �`--- TOPSOIL III =1 SUBSOIL i COMPACTED _- JL GRAVEL PLANTING MIX IN SHRUB WHERE MOW STRIP MEETS WALK OR AREA CONCRETE, RAMP UP TO MEET GRADE OF CONCRETE IN 10' LONG RAMP CONCRETE MOW STRIP BETWEEN LAWN AND SHRUBS, TYP NOT TO SCALE LLI BELGARD CELTIK --- CAP, SAW CUT 9 „ 3" DEEP LAYER OF BARK 1" BELOW TOP OF CAP AS REQUIRED 5.25° 11 I;' !,' 4' -6' B &B PLANTING MIX Emerald Queen Maple Z B &B Fraxinus americana 'Autumn Purple' Autumn Purple White Ash 'I1 II; Gleditsia triacanthos 'Skyline' Skyline Honeylocust 2" BELGARD CELTIK Malus 'Radiant' Radiant Flowering Crab ss B &B Malus 'Spring Snow' Spring Snow Fruitless Crab 2" B &B MIRI —GRID GEOGRID WALL ° -10' 36" B &B Pinus nigra Austrian Pine 6' -8' B &B Prunus virginiana 'Shubert's' II 2" EXTEND 18" BEYON Tilia cordato ' Greenspire' w 2" 5.25" Ulmus glabra 'Camperdown' Camperdown Elm 2" B &B WALL. INSTALL AT • N Berberis mentorensis Mentor Barberry 5 gal. 18 -24" Berberis t. 'Atropurpurea Nana' — EVERY THIRD LOUR. 3" DEEP LAYER OF- -t, ,"" Euonymus alato 'Compacta' Dwarf Winged Euonymus 5 gal. 18 -24" Juniperus horizontalis 'Blue Chip' i 5 BARK Ligustrum vulgare ' Lodense' Lodense Privet s.2s gal. 12 -18" ti Slowmound Mugo Pine 5 PLANTER WALL SECTION, TYP SHRUB PLANTING DETAIL, TYP NOT TO SCALE PLANTER WALL ELEVATION NOT TO SCALE NOT TO SCALE cuol ID DEEP LAYER TOP DRESSING CURB, MOW STRIP, OR SIDEWALK ILCH SOD TOPSOIL — IIII a =III = SUBSOIL =IIII TOPSOIL :R TABLET SOD INSTALLATION, TYP E NOT TO SCALE L' LI.I BOULDER RETAINING WALL 3" DEEP LAYER OF PLANTING 18" TO 24" (SMALLERT DIMENSION) BARK MOSS ROCK BOULDERS SEE PLAN FOR HEIGHT__ I 3/4" CRUSHED GRAVEL 8 " -12" BEHIND AND BELOW BOULDERS E 3" DEEP LAYER OF BARK I\j I I'i I l l l l l l l I I I I 1 1 1 1 1 1 1 - �• I I I I II 1 1 1 1 1 1 •.. '. PLANTING MIX SUBSOIL BOULDER RETAINING WALL DETAIL, TYP NOT TO SCALE L� GI EE TREE STAKE AND TREE STAKING TIES 3" DEEP LAYER OF TOP DRESSING MULCH ,`� I % /��`' TOPSOIL r� V I.; III FERTILIZER TABLETS PLANTING MIX REMOVE TWINE AND SUBSOIL TOP 1/3 OF BURLAP DECIDUOUS TREE PLANTING DETAIL, TYP ! E ' NOT TO SCALE G1 G2 G3 G4 N- TREES Acer ginnala Amur Maple 4' -6' B &B Acer platanoides 'Emerald Queen' Emerald Queen Maple 2" B &B Fraxinus americana 'Autumn Purple' Autumn Purple White Ash 2" B &B Gleditsia triacanthos 'Skyline' Skyline Honeylocust 2" B &B Malus 'Radiant' Radiant Flowering Crab 2" B &B Malus 'Spring Snow' Spring Snow Fruitless Crab 2" B &B Picea pungens Colorado Spruce 8' -10' 36" B &B Pinus nigra Austrian Pine 6' -8' B &B Prunus virginiana 'Shubert's' Canada Red Cherry 2" B &B Tilia cordato ' Greenspire' Greenspire Linden 2" B &B Ulmus glabra 'Camperdown' Camperdown Elm 2" B &B SHRUBS • Berberis mentorensis Mentor Barberry 5 gal. 18 -24" Berberis t. 'Atropurpurea Nana' Crimson Pygmy Barberry 5 gal. 12 -18" Euonymus alato 'Compacta' Dwarf Winged Euonymus 5 gal. 18 -24" Juniperus horizontalis 'Blue Chip' Blue Chip Juniper 5 gal. 18 -24" Ligustrum vulgare ' Lodense' Lodense Privet 5 gal. 12 -18" Pinus mugo ' Slowmound' Slowmound Mugo Pine 5 gal. 18 -24" Potentilla fruticosa 'Klondike' Klondike Cinquefoil 5 gal. 12 -18" Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Western Sand Cherry 5 gal. 18 -24" Pyracantho cngustifolia 'Gnome' Gnome Pyrancantha 1 gal. 12 -18" Rosa 'Dwarf Pavement' Dwarf Pavement Shrub Rose 5 gal. 12 -18" Spiraea shirobano Shirobana Spiraea 5 gal. 12 -18" Spiraea bumaldo 'Anthony Waterer' Arth.ony Waterer -Spiraea 5 gal. 12 -18" Spiraea burnalda 'Gold Flame' Gold Flame Spiraea 5 gal. 12 -18" Taxus x —media 'Dark Green Spreader' Dark Green Spreading Yew 5 gal. 18 -24" GROUNDCOVER Dicentra 'luxuriant' Everblooming Bleeding Heart 1 gal. Lysimachia nummularia Creeping Jenny 1 gal. Mahonia repens Creeping Oregon Grape 1 gal. Paeonia 'Shirley Temple' Shirley Temple Peony 1 qal. LAWN NOTE: WELL GROWN MATERIAL WILL IN MOST CASES HAVE A HEIGHT EQUAL TO IF NOT GREATER THAN THE SPREAD. HOWEVER, THE SPREAD SHOULD NOT BE LESS THAN TWO— THIRDS OF THE HEIGHT. TOPSOIL / /�V ICI TOPSOIL \ > \ FERTILIZER TABLETS SUBSOIL PLANTING MIX 18" DEEP MIN IN 4' -6" DIAMETER CIRCLE REMOVE TWINE AND TOP 1/3 OF BURLAP EVERGREEN TREE PLANTING DETAIL. TYP NOT TO SCALE TYPICAL MEASUREMENT FOR BROAD UPRIGHT TYPE PLANTS NOT TO SCALE 3" DEEP LAYER OF TOP DRESSING MULCH IN 4' -6" DIAMETER CIRCLE LI.I MEASUREMENT SHOULD BE AVERAGE OF PLANT AND NOT THE GREATEST DIAMETER. PLANTS PROPERLY TRIMMED AND TRANSPLANTED SHOULD MEASURE THE SAME IN ANY DIRECTION. IF A PLANT IS UNEVEN, FOR EXAMPLE, 15" THE WIDEST WAY AND 9" THE NARROWEST, IT SHOULD BE CLASSIFIED AS 12" STOCK. TYPICAL MEASUREMENT FOR PROSTATE TYPE PLANTS NOT TO SCALE 101 Q P� o � o LL \\ o O Qr rn r " �1 CL� gm cu 0 1 O SHEET.• LANDSCAPE PLANTING PLAN SCALE: 1" = 20' -0" IN Quant Key Botanical Name Common Name Size 5 AA 3 AQ 8 FP 1 GS 12 MR 2 MU 3 PB 8 PI 3 RA 1 TG 2 UC 4 A 12 B 4 C 16 D 7 E 3 F 1 G 1 H 2 1 8 J 5 K 15 L 16 M 17 N L1.1 i 3 192 ERIKSON DRIVE 48 2 Avraerr coaren AVrphrr QPRrAn �; y oil f k rr °. 1`r T`g xs x ... SHEET.• LANDSCAPE PLANTING PLAN SCALE: 1" = 20' -0" IN Quant Key Botanical Name Common Name Size 5 AA 3 AQ 8 FP 1 GS 12 MR 2 MU 3 PB 8 PI 3 RA 1 TG 2 UC 4 A 12 B 4 C 16 D 7 E 3 F 1 G 1 H 2 1 8 J 5 K 15 L 16 M 17 N L1.1 i 3 192 ERIKSON DRIVE 48 2 Avraerr coaren AVrphrr QPRrAn �; y f k T`g i �f ,r `a rit • I �s -',ql !y 3 rfb i Jy i i� r; y z SHEET.• LANDSCAPE PLANTING PLAN SCALE: 1" = 20' -0" IN Quant Key Botanical Name Common Name Size 5 AA 3 AQ 8 FP 1 GS 12 MR 2 MU 3 PB 8 PI 3 RA 1 TG 2 UC 4 A 12 B 4 C 16 D 7 E 3 F 1 G 1 H 2 1 8 J 5 K 15 L 16 M 17 N L1.1 i 3 192 ERIKSON DRIVE 48 2 Avraerr coaren AVrphrr QPRrAn W F- QUICK COUPLING VALVE 11= 3/4" GALVANIZED SWING JOINT — PROVIDE KEYWITH HOSE SWIVEL QUICK COUPLING VAL T NOT TO SCALE 12" CLEARANCE L EXTRA WIRE LABEL VALVE BOX �- -- VALVE BOX FINISH GRADE 3/4" GALVANIZED PIPE, 4' -0" LONG MAINLINE VALVE TAG INLINE PRESSURE REGULATOR LATERAL LINE SIDEWALK WIRE CONNECTORS LOOP IN WIRE CONTROL WIRE ATTACHED TO BOTTOM SIDE OF MAINLINE MAINLINE - DRIP IRRIGATION CONTROL VALVE DETAIL, TYP t -, 3BRICK AT ` EACH CORNER PEA GRAVEL PVC SCH 40 NOT TO SCALE DOUBLE CH'^" ASSEMBLY MAINLINE TO SYSTEM SUPER JUMI VALVE BOX WITH EXTEN BRICK AT EACH CORN PEA GRAVEL DOUBLE CHECK VALVE DETAIL, TYP NOT TO SCALE II\II INIF FII TFR DRIPLINE, INSTALL i inrnco onov INLINE WYE FILTER DETAIL, TYP F NOT TO SCALE Ll .2 7 10 7 32 52 40 ERIKSON DRIVE 1" 3/4" 1 3/4" LOCATE HEADS NO CLOSER THAN 12" FROM 12" CLEARANCE EXTRA WIRE VALVE BOX BUILDING OR WALL 3" CLEARANCE LABEL VAVLE LABEL CONC WALK, CURB 1/2" BELOW OR MOW STRIP, OR OTHER THER BOUNDARY II III 1111 III —_ —III -- FINISH GRADE SIDEWALK LATERAL 11 III = III - -I I —III= - III —III— POP -UP -LINE ( —I II�, M SPRAY HEAD WIRE CONNECTORS I I I Ti I I I l I (� I �I O LOOP IN WIRE IC R AT EACH CORNER STREET ELL CONTROL WIRE ATTACHEDTO PEA GRAVEL FLEXIBLE RISER BOTTOM SIDE OF MAINLINE MAINLINE PVC SCH 40 LATERAL LINE CONTROL VALVE DETAIL, TYP G SPRAY HEAD DETAIL, TYP NOT TO SCALE LI.2 NOT TO SCALE b a iN UKAUt Q TRENCH FOR SLEEVES DETAIL, TYP AND OR ROCK FREE L AROUND ALL PIPE ERAL LINE SLEEVE ERE SHOWN NLINE SLEEVE TRENCH DETAIL, TYP POLY LATERAL LINE 2" SAND OR ROCK FREE SOIL AROUND PVC PIPE MAIN PVC LINE. TAPE WIRES TO BOTTOM SIDE OF MAIN LINE AT 10-0" O.C. NOT TO SCALE 8 9 12 11 40 29 49 40 PAVING OR WALK COMPACTED BACKFILL EVE FOR WIRING NOT TO SCALE SPRINKLER IRRIGATION PLAN -I, LI ^^r)\^t STRIP -� VALVE SYMBOL LEGEND VALVE NUMBER 22 �— NOTE: MAX GPM IS 52 @ 50 PSI, 22.2 TOTAL GPM NOTES: 1. Install new control wiring which is not taped to new mainline in poly pipe conduit buried 12" deep, minimum. All splices shall be visible within a valve box. LE6ENI7 ` 40 STOP VALVE: LOCATED IN BASEMENT, SEE MECHANICAL PLANS Q BACKFLOW PREVENTER: WATTS DCA- 007 -QT, SIZE 2" A ® CONTROLLER: HUNTER ICC -SS -16 STATION CONTROLLER WITH ICR REMOTE I =1 I SEE ELECTRICAL PLANS FOR MOUNTING DETAIL SPRAY HEAD QO BLOWOUT CONNECTION: 1" FULL PORT BRASS BALL VALVE ® CONTROL VALVE; HUNTER 101 -PGV -100 1" ANGLE VALVE WITH RAINBIRD PSI -M40X 0 INLINE PRESSURE REGULATOR AND RAINBIRD RBY -20OX INLINE WYE FILTER FLEXIBLE RISER ® CONTROL VALVE: HUNTER PGV -151 1 -112" ANGLE VALVE STREET ELL — — — — — MAINLINE: PVC SCHEDULE 40, SIZE 2" FUNNY PIPE ELL LATERAL LINE: PE -3408, ASTM D2239, 100 PSI, HIGH DENSITY POLYETHYLENE J — • — • — • — — RAINBIRD LD -06 -12 LANDSCAPE DRIPLINE -.61 GPH EMITTERS @ 12" SPACING 4 01 N f INSTALL WITH RAINBIRD TDS -050 TIE DOWN STAKES BEFORE PLACING BARK A O RAINBIRD AR VALVE KIT. INSTALL IN RAINBIRD SEB -6 VALVE BOX SLEEVE OR SLEEVES FOR LINES AND /OR WIRING HEAD SYMBOL LE6END GPM REQUIREMENT KEY HEAD 90 ° 180 ° 270 ° 360 ° HUNTER PRO - SPRAY- I2 -BS -6A 0.69 1.30 2.08 • HUNTER PRO - SPRAY -12 -10 0.40 0.80 1.20 1.60 ■ HUNTER PRO - SPRAY- 12 -S5 -S 1.20 HUNTER PRO - SPRAY -04 -15 0.82 1.64 2.45 3.27 O HUNTER PRO - SPRAY -04 -12 0.69 1.38 2.08 2.77 O HUNTER PRO - SPRAY -04 -10 0.40 0,80 1.20 0.40 0 HUNTER PRO - SPRAY- 04 -S5 -S 1.20 O HUNTER PGP 2.70 4.20 5.50 7.60 VALVE SYMBOL LEGEND VALVE NUMBER 22 �— NOTE: MAX GPM IS 52 @ 50 PSI, 22.2 TOTAL GPM NOTES: 1. Install new control wiring which is not taped to new mainline in poly pipe conduit buried 12" deep, minimum. All splices shall be visible within a valve box. I� ROTOR HEAD RISER: PVC SWING JOINT / SIZE: 3 /4" STREET ELL LATERAL LINE ROTOR POP -UP HEAD DETAIL, TYP NOT TO SCALE oyb /y p: LA. Q V 0 r.� O �W ^� ..q b z OQ RZ b q O � C~ LOCATE HEADS NO CLOSER THAN 12" FROM BUILDING OR WALL ` 40 1 " TO 3" CLEARANCE CONC WALK, CURB 112" BELOW OR MOW STRIP, OR EDGE OTHER BOUNDARY 7 A 12 "POP -UP I =1 I SPRAY HEAD 14 40 H I — I I ,-� LATERAL LINE I 0 FLEXIBLE RISER STREET ELL FUNNY PIPE ELL SPRAY HEAD DETAIL, TYP J NOT TO SCALE L1.2 4 01 N f � FINISH GRADE I� ROTOR HEAD RISER: PVC SWING JOINT / SIZE: 3 /4" STREET ELL LATERAL LINE ROTOR POP -UP HEAD DETAIL, TYP NOT TO SCALE oyb /y p: LA. Q V 0 r.� O �W ^� ..q b z OQ RZ b q O � C~ a FPM 0 l --I Fq T � W H W H a F A 0 O CID V 4 01 * A A a FPM 0 l --I Fq T � W H W H a F I LLJ iu 0 In 06 rn u 0 0 J Q U m ::::) ii m FIRE HYDRANT S -8 "' / ty CID i rn N i i 1 "0 CONDU 3 "0 GALV. PO 48"-60" TALL 9 ' -0 "1 N TS 0 N REMOVE AND REPLACE N ion AM CI Irmi? TRANSFORMER PAD 9' X 6.5' 6" THICK W/ 6" CRUSHED LEVEL - NO SLOPE #4 REBAR @ 12" O.C. EACH WAY 48" X 15" BLOCK OUT LOCATED 8 "/44" FROM FRONT /SIDE EDGES. DR VE 10'x10'x12' FRENCH DRAIN Fpnm RnnF IIRAINS 0 FIRE HYDRANT 0 FIRE HYDRANT I \LIYIV YL 111 1 111.1 114 -1 L- 1VL CURB AND GUTTER AT DRIVEWAY CUT (TYP.) / 97.55 ELEV CENTER OF COVER 93.05 STORM INVERT 2 LIN. FEET 12" STORM PIPE SITE PLAN N SCALE: P = 20' -0" 97.22 ELEV CENTER OF COVER / 3.72 STORM INVERT 4 6.92 ELEV CENTER OF COVER .88.42 SANITARY INVERT An' IITII ITV CACf-kACKIT v '' r � N F,/�S � LOF/ g� Ik M TELEPHONE STUB ELECTRICAL POWER IN CONDUIT LEGEND g � EXISTING ELEVATIONS - EXISTING CONTOUR LINES X 99.50 PROPOSED ELEVATIONS PROPOSED LANDSCAPE CONTOUR 1 i PROPOSED CONTOUR LINES HIGH POINT 10'X10' CONCRETE PAD 6" THICK W/ #4 REBAR AT 24" O.C. EACH WAY. ALIGN FRONT EDGE WITH MOW STRIP. 6' TALL VINYL FENCING TWO SIDES MOW STRIP THREE SIDES SEE DETAIL A. '1g GRATE ELEV = 97.20 INVERT IN = 94.40 INVERT OUT = 94.30 O co 0 .., r LO 4 5 0 C z H Q H w LO 0 C co A • i r'--� O x N W � U W� W ti SHEET.• i b � ti sq �T� 0 �z Qq% E-4 M Aspen Engineering, Inc. AOO 1 10265 N. Dorian Avenue Idaho Falls, Idaho 83401 Phone (208) 542 -1911 POLE BASE - SEE ELEC. SHEETz . 2' -0" ' tD 5 -0" N — LAWN OR GROUND COVER CRACK CONT LL JOINTS CONCRETE CURB LIGHT POLE BASE PAVING N TS / 1 R — \ 1 2 „ " 5„ 11V a a M O co a 4 ,� a 3 R \� ^ „ M y ^, - O„ CURB & GUTTER SECTION N TS DROP INLET BOX DETAIL N TS STANDARD CAST IRON RING AND COVER 2" SOD -� 12" TOPSOIL -� /�•• is .•. i Vii' :. �•' • ° 24 o ° ° ° p p op o0 o 1 00 0 1 LAYER SUPAC O ° 0 8 NP NONWOVEN 000 FABRIC OR APPROVED EQUAL 0 og0,0 � o O A DJUSTMENT 0 ``� O° ° °� ° `� BARREL Oo 0 �� oo-o�° 0 COARSE o � °�° 0 0 0 ROCK o % 0 b'O ,q �J�oO,I ( 0 00 0 4, °o D I '000000 � °O�O0 oco� ° o 'q w 0 fQ) ° � ° °o°g o° 0 O �`t, ° �O PERFORATED 12" 0 PIPE FROM DRAIN BARREL o 20 - ° SECTIONS °moo° Oo o 4' o� °�`p o pp 00 Co X Z 0 COARSE ROCK 0a, BACKFILL 2" MIN 6" MAX �} o °0 00 ° og dJ °QQE�NCASE ROCK WITH o°p"SUPAC 8 NP NONWOVEN 6' -0" FABRIC OR APPROVED EQUAL HOLE CENTERED IN CONC FLOOR DRYWELL DETAIL N TS d CONC. WALK 5' or 6' TYPICAL SL OPE 2, — 1 o ° ° � o p CRUSHED BASE WO p QO p WO p WO P N ° a(7'�°C1 °� p(7 °`� �(1° Q PITRUN SIDEWALK DETAIL N TS ��i���i���i� j� - •��i� jai` 12" PITRUN (min. PAVEMENT SECTION N TS —"� CONC. FIELD 1 0 PAINT r.>�� 4" 0 PIPE 1 H.C. SIGN PLANTING AREA # 4 BAR CONT. H.C. RAMP WHERE INDICATED ON DRAWINGS SIDEWAL • WHERE INDICATED 4 "W. STRIPES x 0 wa I p 5 r \ V)N N - U)E&L &L PAINTED H.C. SYMBOL 4 "W. STRIPES 10' - 0" 10' - 0 " 10' -0" TYP. H.C. ACCESS STALL AISLE H.C. PARKING STALL NOT TO SCALE TO COMPLY W/ ADA \ 1/2 3 "R 5 O N _ 4 4 „ ° I T _ . . a . 3 �I 9 „ M 2, -0„ DEPRESSED CURB SECTION N TS 6' -0" LOCATION HIGH VINYL FENCE __ N -- LOCATION 6" CONCRETE PAD CONC. CURB & GUTTER ASPHALT. - 1 • CONC. WALK N #4 BARS CONT. (TYP.) 6' -0" TYPICAL SLOPE 1 4" FOOT—_- ASPHALT PAVING n e 4. d •� d e a 4• - I • I 7 o P v N d1) (� ° 1 P •• STD. SECTION • " BASE AND PITRUN 6" INTEGRATED SIDEWALK N TS —1" HUMUS TO BE ROTOTILLED INTO TOPSOIL SLOPE 1/2" PER FOOT ! 11[f III i,= CURB, SIDEWALK, OR CONCRETE MOW STRIP N V) Z FINISH GRADE Ll IF t0 WHERE SHRUB PLANTING OCCURS: 12 INCHES TOP SOIL AND 1 INCH HUMUS COMPACT BASE LANDSCAPE CURBING DETAIL N TS SECTION p C VINYL FENCE CONTROL J( (TYP. AT EA. CONCRETE MOW STRIF FINISHED GRA ELEVA TION VINYL FENCE DETAILS N TS —0" DIA CONC. BASE HANDICAP PARKING i� SIGN — SEE SPECS 2" DIA STEEL POST SET IN CONCRETE CONCRETE APRON & BASE— SEE PLAN VIEW ABOVE 1'- '' I I �• IIII —. 1 o I I _11 d I II. N I^ . I 1' -0" HANDICAP SIGN DETAIL N TS NCE POST CAP VINYL FENCE POST CAP NCE RAIL AND SLATS VINYL FENCE AND SLATS NCE POST NFORCING ALV. STEEL IN IOT. RAILS 'E SLAB CONC. FTG. 4" CONCRETE VARIES — SEE SI TE PLAN Lo SLAB OVER FILL 10265 N. Dorian Avenue 0 Idaho Falls, Idaho 83401 1 /4 " /FT. SLOPE 0 ELEV. 100' -0" o -- -� CONCRETE APRON REINFORCED W/ o 00 #4 AT 18' O.C. r BOTH WAYS CONCRETE FLOOR SLAB ' e 1 1 2" RIGID �4 CONT. INSULATION ;•: �3) HOR'IZ.) -. PACTED e #4 AT 18" O.C. ENG VEERED CENTERED (VERT.) FILL TO BOTTOM OF FOOTING :b T• a• CONCRETE b FROSTWALL 36" DEEP I 6" I. REF. DETAIL E /A7.3 STOOP DETAIL (AT BLDG DOORS) N TS WALL LINE CONCRETE MOW STRIP WHERE LAWN EXTENDS TO WALL FLOOR LINE 1211 SLOPE — 1/2" PER FOOT MIN. Uj N - z w FINISH GRADE co v z 4 FOUNDATION MOW STRIP ADJACENT TO STORAGE BUILDING MOW STRIP DETAIL N TS Z C":I kq.) o i o t�7, b 0 ao 0 0 �° •mot o .a" g h Aspen Lo A 10265 N. Dorian Avenue 0 Idaho Falls, Idaho 83401 0 o z o 00 r Aspen Engineering, Inc. 10265 N. Dorian Avenue Idaho Falls, Idaho 83401 Phone (208) 542 -1911 2' —Orr r to to A l2 r SCALE: 1/16" = 1' -0" NOTES NOTE A: OVERALL OCCUPANCY COUNT OF BANK OPERATIONS BASED ON TOTAL AREA OF ACTIVITY, PLUS INTENSIFIED AREA FOR WAITING BANK CUSTOMERS. DATA COLLECTED FOR EGRESS PURPOSES. NOTE B: CALL CENTER ROOM IS ACCESSORY TO MAIN 'B' USE. ARCHITECT HAS ELECTED TO VOLUNTARILY INCREASE OCCUPANCY LOAD BY 100% TO ADDRESS POTENTIAL STAFFING NEEDS OF SAID ROOM. DATA COLLECTED FOR EGRESS PURPOSES. NOTE C: DRIVE THRU CANOPY (S -2) NOT SEPARATED FROM MAIN '8' USE PER IBC 302.3.1 "NON- SEPARATED" USES. BASED ON USE AND CONSTRUCTION CLASSIFICATIONS, TYPE 'B' USE IS MORE RESTRICTIVE. NOTE D: AREA CONSIDERED ACCESSORY TO MAIN 'B' USE. ARCHITECT HAS IDENTIFIED MORE RESTRICTIVE OCCUPANCY REQUIREMENTS FOR EGRESS PURPOSES. NOTE E: '0' HOUR RATING FOR CORRIDOR SYSTEM PER IBC TABLE 1016.1. STAIRS CONNECTING SECOND FLOOR TO MAIN FLOOR SHALL BE OPEN AND NON -RATED PER IBC 1019.1, EXCEPTION #8. NOTE F: OWNER PROGRAMMING NEEDS PROMOTES FUTURE 'B' OCCUPANCY IN LOWER LEVEL. ARCHITECT HAS IDENTIFIED MORE RESTRICTIVE OCCUPANCY REQUIREMENT FOR EGRESS PURPOSES. NOTE G: '1' -HOUR OCCUPANCY SEPERATION REQUIRED PER IBC 302.1.1, (STORAGE ROOM IN EXCESS OF 100 SF). NOTE H: '1' -HOUR EXIT DISCHARGE REQUIRED PER IBC SECTION 1023, EXCEPTION #1. NOTE J: '0' -HOUR EXIT DISCHARGE PER IBC SECTION 1023, EXCEPTION #2. KEY I I I= I I = I I I m � '1' -HOUR WALL ASSEMBLY '1' -HOUR SHAFT ASSEMBLY OCCUPANCY SEPRATIONS CODE ANALYSIS GOVERNING CODE- BUILDING/STRUCTURAL: 2003 IBC CONSTRUCTION TYPE: TYPE II - A 100% FIRE SPRINKLED - BUILDING OCCUPANCY GROUP: B - BUSINESS W/ S - 2 LOW HAZARD STORAGE AREA BY OCCUPANCY GROUP: B MAIN LEVEL B UPPER LEVEL TOTAL B S -2 LOWER LEVEL TOTAL S -2 6266 SQ.FT. 5191 SQ.FT. 11457 SQ.FT. 5931 SQ.FT.. 5931 SQ. FT. OCCUPANCY SEPARATIONS: TABLE 302.1.1 B MAIN LEVEL AND ONE HOUR SEPARATION REQUIRED S -2 LOWER LEVEL OCCUPANT LOAD: AREA AREA OCCUPANCY TOTAL 1. D. LOAD FACTOR OCCUPANTS UPPER LEVEL - ro CLASSROOM 373 20 19 BOARD ROOM 442 15 30 WORK AREA 1,795 100 18 OFFICES 1,837 100 19 RESTROOMS 336 100 4 SERVER ROOM 339 100 4 MAIN LEVEL - ai Ci BRANCH BANK AREA 1380 100 19 OFFICES 461 100 5 WORK AREA 1,474 100 15 CONFERENCE ROOM 230 15 17 RESTROOMS 355 100 4 CALL CENTER 832 50 17 LOBBY 604 100 6 BREAK ROOM 463 15 31 LOWER LEVEL - STORGE AREA TOTAL OCCUPANT LOAD 5931 100 m. 268 \o P�oN. r-� W S \b� S y � \ � J 1 Q z 0 z �D . . P4 ~o w Q W� Z �A W� P r W W z F—I W v o SHEET: Pq N v AE-4 d w A O W �1 a MA IN LEVEL CODE PLAN ' UPPER LEVEL CODE PLAN LOWER LEVEL CODE PLAN SCALE: 1/16" = V -0" co O ro o b o GO O aJ ni cv ai Ci z 0 z �D . . P4 ~o w Q W� Z �A W� P r W W z F—I W v o SHEET: Pq N v AE-4 d w A O W �1 a MA IN LEVEL CODE PLAN ' UPPER LEVEL CODE PLAN LOWER LEVEL CODE PLAN SCALE: 1/16" = V -0" co O o GO O cv z 0 z �D . . P4 ~o w Q W� Z �A W� P r W W z F—I W v o SHEET: Pq N v AE-4 d w A O W �1 a MA IN LEVEL CODE PLAN ' UPPER LEVEL CODE PLAN LOWER LEVEL CODE PLAN SCALE: 1/16" = V -0" A B B. ( I ' I I I I I I I I I 4 --------------------- - - - - -' ---- - - - - -� --------I-------- -------------------------------------------------------- I I C ( 1) D D.5 D. E EA E.5 E.6 E. F F.4 ' N . �--------- --------- - - -- -- ' N----------------------- - - - - -- --------- i----------------- - - - - -- I I I ' I ( • -------------------------------t----------t---- N I I -- , I � • ---- - - - - -- ' A -------- ----- -- -- -- j -- ---- ----- -- --- r -- -- - -- � I { it B I I d- --------- -------------------- — i-------------- - - - - -- - - - - - -- I � N 4 n� o m -- _° N N - 1' -4" rn 0 6 A4.1 _G m «O KEYNOTES O CONCRETE PILASTER. RE: STRUCTURAL O2 SEALED CONCRETE FLOOR SURFACE RE: INTERIORS O STRUCTURAL TUBE -STEEL COLUMN, RE: STRUCTURAL a� CONCRETE WELL. RE: STRUCTURAL I ! Qrz I�� - 7�� E Q 16' - 5" V 0 8' -11" !may 10' - 6 " 9' -10" I ' - " 13' -0" O o co : I Q" 39' -1 ! ' I I ' o �--------- --------- - - -- -- ' N----------------------- - - - - -- --------- i----------------- - - - - -- I I I ' I ( • -------------------------------t----------t---- N I I -- , I � • ---- - - - - -- ' A -------- ----- -- -- -- j -- ---- ----- -- --- r -- -- - -- � I { it B I I d- --------- -------------------- — i-------------- - - - - -- - - - - - -- I � N 4 n� o m -- _° N N - 1' -4" rn 0 6 A4.1 _G m «O KEYNOTES O CONCRETE PILASTER. RE: STRUCTURAL O2 SEALED CONCRETE FLOOR SURFACE RE: INTERIORS O STRUCTURAL TUBE -STEEL COLUMN, RE: STRUCTURAL a� CONCRETE WELL. RE: STRUCTURAL v1 ffi 0 N Kol ! Qrz I�� - 7�� E Q 16' - 5" V 0 8' -11" !may 10' - 6 " 9' -10" I ' - " 13' -0" O o co : Q" 39' -1 ! ' 6' -3" 5' -11" o b � q' (+ q a> 0 27 1-10" ' 41 M O 1, I v1 ffi 0 N Kol ln ----------------------- - - - - -- I------------------------------ I---------------------------- ;----- I- - - - - -- -------------------! --- ----------------------!------------------------ I, I 1 { I f [ ' I I A A3.1 co ---------------------- - - - - -- I -- I -- , -- I------------------------- - - - - -� — i--- F---------------- - - - - -� -- E--------------------------- E------------------- - - - - -- ------------------------ I j l I I I l I { I� ------------------------- ------,------------------------------ }--- fi------------------------ ----- I-------------------- ------ ------------------- - - - - -- ------------------ - - - - -- I� LOWER LEVEL PLAN SCALE: 1/8 V-0" z 0 z �D SHEET.• A1.1 i i I i i L - - -' —' — '--------------------- - - - - -' ---------------------------------- I --- { --- r --- I ------------ r------------------------- t ------------------ - - - - -- o0 ' I I ! i A C.1 C.5 D D.2 ! I�� - 7�� 1' -1" ! Q 16' - 5" V 0 8' -11" !may 10' - 6 " 9' -10" I ' - " 13' -0" O o co : 39' -1 ! ' 6' -3" 5' -11" 22' -11 ' -11" q' '" 5' -11 27 1-10" ' 41 ln ----------------------- - - - - -- I------------------------------ I---------------------------- ;----- I- - - - - -- -------------------! --- ----------------------!------------------------ I, I 1 { I f [ ' I I A A3.1 co ---------------------- - - - - -- I -- I -- , -- I------------------------- - - - - -� — i--- F---------------- - - - - -� -- E--------------------------- E------------------- - - - - -- ------------------------ I j l I I I l I { I� ------------------------- ------,------------------------------ }--- fi------------------------ ----- I-------------------- ------ ------------------- - - - - -- ------------------ - - - - -- I� LOWER LEVEL PLAN SCALE: 1/8 V-0" z 0 z �D SHEET.• A1.1 i i I i i L - - -' —' — '--------------------- - - - - -' ---------------------------------- I --- { --- r --- I ------------ r------------------------- t ------------------ - - - - -- o0 ' I I ! i A C.1 C.5 D D.2 ! I�� - 7�� 1' -1" ! 16' - 5" I 11'_7" 5' -0" I 8' -11" 10' - 6 " 9' -10" I ' - " 13' -0" ' 45' - 4" ! 39' -1 ! ' 6' -3" 5' -11" 22' -11 ' -11" q' '" 5' -11 27 1-10" ' 41 I I ( I - - - W - -- ---- - - - - - ---- - - - - -- --------- 1- -- - -- - -- ' 1 TYP. 3 I STO .! ! ! ! 002 I I I I r - - - 004 3 I I - -- `- - - - - -- � - -- — — — UP o ! I ---- !- - TURE RESTROOMS 3 ! - -- - _ ' = =i === - --- 3 �+r - - -- - - - i ----- -� ' - - - - -- E LOV. I ELE . 111 006 oo s oil -'" 1 STA M i?4 Jj iF i I oo, 0 04 ' 005 , S�'A I R --------- - - - - -- - ---- - - -- R; _. - - T !-' j ;I 2 - - --, 001 I� ------- - - - -- - - - - I -- � -- - - - - - -- 3 i { 3 j i I I 3 { 3 I { STOR . , 2 — ! 002 WAt - -------------------- � ------- ----- ---------- ----------------- I 0,101 0" 211011 2' 0 2 2' 28' - 0 " 28' - 0 " 26' -011 Ir 84 1- 4 11 e. - o il j lei to 7 V-0 3. ---------'--------'--- _- ----------- - ---'-- & --------------- I ---'--------------'--- ______________________I P6 5 1 -0 11 12 141 I I L 11 10 q 181-811 (01 —0 11 311 1 7141 6 1 — 11 11 1-411 F 3011 1 0 -2 11 Eel --- rr) 3. Ln ---------'--------------- 4 N-01 34'4 TYP, ju __'__-__-__--_-__-__'__-__-__-__' 13 1 13 6 % -_-_-_-_-_'_'_'_- _-_-_'_'_'_'_'_-_'_- -_-_-_'_-_-_-_ on 0 4 41-011 41-011 17'- 11 4 0 4 22 261-011 1111 0�0'�U�U LEVEL PLAN V U��U��� ���������� SCALE 1/8" = 1-0" (1) KEYNOTES (D 4"0 STEEL BOLLARD, CONCRETE FILLED AND PAINTED. ( PNUEMATIC TUBE SYSTEM BY OTHERS. VERIFY ALL D LOCATIONS OF EQU WITH SUPPI 'ER/INSTALLER. (D PEDESTAL ATM BY OTHERS. VERIFY ALL LOCATION AND SERVICE NEEDS WITH SUPPLIER/INSTALLER. NIGHT DEPOSIT BOX BY OTHERS. VERIFY LOCATION AND INSTALLATION REQUIREMENTS W/ SUPPLIER. TE LER WINDOW WITH DRAWER BY OTHERS. VERIFY LOCATION AND INSTALLATION REQUIREMENTS G) CONTRACTOR FURNISHED MILLWORK. RE. ELEVATIONS & WALL MOUNTED PLASMA SCREEN BY OWNER, INSTALLED BY CONTRACTOR. STOREFRONT DOOR AND WINDOW ASSEMBLY. RE: INTERIOR ELEVATIONS. CASH DISPENSOR BY OWNER. CONCRETE CURB/ISLANDS, RE: CIVIL DRAWINGS. APPLIANCES FURNISHED BY OWNER, CONTRACTOR INSTALLED. S COAT ROD AND SHELF, SEE SPECS. 8 EMPLOYEE LOCKER ASSEMBLY, SEE SPECS. 24—INCH DIAMETER PRECAST COLUMN SURROUNDS. RE: SPECS. OUTLINE OF ROOF OVERHANG ABOVE. RE: 8.1. MECHANICAL AND PATIO SCREEN WALL LAYOUT IDENTIFIED tv (Z) SHEET. A1*2 Offs w Pl. sin m E Ail NMI c Sow Eel --- rr) 3. Ln ---------'--------------- 4 N-01 34'4 TYP, ju __'__-__-__--_-__-__'__-__-__-__' 13 1 13 6 % -_-_-_-_-_'_'_'_- _-_-_'_'_'_'_'_-_'_- -_-_-_'_-_-_-_ on 0 4 41-011 41-011 17'- 11 4 0 4 22 261-011 1111 0�0'�U�U LEVEL PLAN V U��U��� ���������� SCALE 1/8" = 1-0" (1) KEYNOTES (D 4"0 STEEL BOLLARD, CONCRETE FILLED AND PAINTED. ( PNUEMATIC TUBE SYSTEM BY OTHERS. VERIFY ALL D LOCATIONS OF EQU WITH SUPPI 'ER/INSTALLER. (D PEDESTAL ATM BY OTHERS. VERIFY ALL LOCATION AND SERVICE NEEDS WITH SUPPLIER/INSTALLER. NIGHT DEPOSIT BOX BY OTHERS. VERIFY LOCATION AND INSTALLATION REQUIREMENTS W/ SUPPLIER. TE LER WINDOW WITH DRAWER BY OTHERS. VERIFY LOCATION AND INSTALLATION REQUIREMENTS G) CONTRACTOR FURNISHED MILLWORK. RE. ELEVATIONS & WALL MOUNTED PLASMA SCREEN BY OWNER, INSTALLED BY CONTRACTOR. STOREFRONT DOOR AND WINDOW ASSEMBLY. RE: INTERIOR ELEVATIONS. CASH DISPENSOR BY OWNER. CONCRETE CURB/ISLANDS, RE: CIVIL DRAWINGS. APPLIANCES FURNISHED BY OWNER, CONTRACTOR INSTALLED. S COAT ROD AND SHELF, SEE SPECS. 8 EMPLOYEE LOCKER ASSEMBLY, SEE SPECS. 24—INCH DIAMETER PRECAST COLUMN SURROUNDS. RE: SPECS. OUTLINE OF ROOF OVERHANG ABOVE. RE: 8.1. MECHANICAL AND PATIO SCREEN WALL LAYOUT IDENTIFIED tv (Z) SHEET. A1*2 10 1 qI_qII * 1 -8 11 q1_1011 -2 11 -5 11 -511 71 -lo liga q h -o il ql-211 11 17 5" 10 vi I 1 9 1 - 58 1 101-01, 111 451-4111 r 7 10 o il (0 1 -0 11 18 1 -8 11 (0 1 -0 11 12 1 -0 11 V 5 7 7 7 7 lo I I 'o 3 "A "A 4 --------------- 6 — — — — — — — — — — — -- — — — — — 45 IQ 181-511 T No4r, CHIEF MARKETING AROA OFFICER 4 50ARD [3131 — ROOM (10 QD Q21) (ZD 61-711 OPEN TO LOBBY WA__� 0 BELON 10 -IN f3O� H HR. A4.1 5. SuFERVISOF) FA5,1E> CI C. AREA 'r -------- 21 F. E.C. —QD_ ----- Sim 1222 TO 312] F GD EL V . 213 OFFICEzr 213 1 11 Ut 11 C I RC. --------- AREA QD NoRK AREA I F.E.0 - — — — — — — — — — — LAU GD STA I R C I RIC. 221 Lc;:;)j I Lt I. I SL)I 2 �25 'MF 212 C�D AREA -1 F: N - — — — — — — — — — — — — — — — — AREA 241-211 DN OFFI SERVER _TTT I L ------------ 2 LO ---------- -------- --- -------- Al --I- = --------- -------- ------------------ pg5_41. Fr, , T T 1 220 NAITING! RECEFTION 7TTM 2 AREA C I RC, ROOM E4O3 'IT rm E C H.- Er AREA - 1 1 209 T co 0 GD 41-611 1 61-011 4 2 lo,-Il,, u 4 D CHIEF FIN. E6- OPEN V40RK CHIEF EXEC. ACCO NT I G G 5 E OFFICER' CHIEF OF �SSISTANT AREA OFFICER OFFICE OF SUPE VISOR F (ED 6 205 ;1D (o il IV ( .�o , 4 17 4 2 1305 3051 A m i F �6 P'l &0 F 11 1 11 0 1- 8 11 - ( ,I- o il (0 1- 0 11 1- I- - (0 1 (0 1 - I o il - (p -1 (0-0 1( q, q1 lo 6 F1 ----- --------------------------- ------- -------- i:t - ----- ------------------ ------------------------- 51-411 ' 5 1 11 4 t e lo - — - — - — - — - — - — - — - — - — - — - — - — -- ----- — - — - - — - — - — - — - — - — - — - — - — — - — - — - — - — - — _7 — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — 4 T - — - — - — - — - — - — - — - — - — - — - — - — -- -- --- — - — - — - — - — - — - — - — - — - - �4 — - — - — - - — - — - — - — - — - — - — - — - — — - — - — - — - — - — - — - — - — - — - — - — - — % B B v ----------------------- ------- ------------------ --- -- ---------------------------------------------- % % 48 A3.1 30 1 -5 11 1 1-011 4-0" 261-011 1,4 4 4 17'- 11 4 22 lo e ELEV. 130' -0° i T.O.W. i 10 i i 9.2 i 11 i i i 9. ELEV. 128' -0" 1 ELEV. _ - I II — - •� I] I - _ 1 - I it r --TOW � - 4 e ELEV. 121' -0" T.O.W. ELEV. 113' -0" r I � - = - TYP. ELEV. 121'-0 : :. , _, :. :: f...l -. p 3 03 a ,- ..: : - i - - • .: , II ... - I:r_., a , ::• f -,,- 1';:- : � 1-�:1 I:�..1 . .:r L: �.7., ;,! , . t�,� -. I r . I , r I 7_ 303 _• - v i'.,.} :. I 7.�. - I t; -�- 04 f i i s — — _ _- - _ _ T.O.W. _1 3, r� ❑ ❑❑ ` .___: _ T ..: s =: 'r .. ❑❑ ':_ `_- . .`.. i :. ,.. ❑� ❑ _sr, 'R i # f :_ , . r . I, D�OO 1 •; r _�� - 4 ! ELEV 113 0 -- -- - - -- - - _. ---------- _ -` - -- _ , — T - _ - . -m.._ _' -- -1 -1 - -, -- -t UPPER LEVEL F.F. e ELEV. 10 Tvr 0 W ELEV. la 130' -0" T.O.W. 1 ELEV. 128' -0" T.O.W. e ELEV. 121' -0" T.O.W. ELEV. 113' -0" UPPER LEVEL F.F. ELEV. 100' -0" MAIN LEVEL F.F. ELEV. 114' -0" T.O. CANOPY ELEV. 100' -0" e MAIN LEVEL F.F. ELEV. 130' -0" T.O.W. ELEV. 113' -0" e UPPER LEVEL F.F. ELEV. 100' -0" MAIN LEVEL F.F. ® KEYNOTES O TOP OF WALL BEYOND ROOFTOP MECHANICAL SCREEN. RE: EXTERIOR DETAILS. O WINDOW TYP. RE: SCHEDULE O ACCENT MASONRY, SEE DETAILS O LANE SIGNAGE, BEYOND. RE: ELECTRICAL O TELLER WINDOW BEYOND. RE: DETAILS (D 24-INCH DIAMETER PRECAST COLUMN SURROUNDS. RE: SPECIFICATIONS CONCRETE CURB ISLAND -SEE CIVIL O EDGE OF ASPHALT OR FINISH GRADE -SEE CIVIL. so ACCENT LIGHTING -SEE ELECTRICAL i q o o ni 0 a v � p o � t✓ SHEEP A2 . • • i q o o ni 0 a v � p o � t✓ SHEEP A2 . GENERAL NOTES Q ELEV. loci' -8 B.O. PARAPET 7 6 5 4 3 2 1 B A I I I I 33 3.3 10 ` 128'-0" I I I I I I 1 r l T.O. PAR APET 1 I I I I I I I I I I I I I I I i I j I j CHIEF FIN. s I CIRC. , j jlj $ OFFICER AREA 11 CLASSROOM 9 9 I I 4 j I I 215 I 5 214 I I' I 228 8 I I I ELIV. 115' I UPPER A.F.F. I TITLE - - -- 3 I I I ROOM I AREA a �, j I I I i I I RECEF 3 16 I I 113 11 131 I i 5 128 I,� I I i !D— . _ _�, _ . �; 1 ELEV 100'- 0' MAIN A.F.F S z A SCALE: 1/8" 11 -011 All A B C D E I C 3.3 I 1 I I I I I I 1 UPPER A.F.F SECT ION B ........ ............................... ............. SCALE: 1/8 a 11 -011 A3.1 Q G D 3.3 I FI_ -FV ELEV, 113' -0" FLFV InGI_gn MAIN A.F.1 ELEV, Sci' - 0" LOWER A.F.F A. VERIFY ALL DIMENSIONS IN FIELD. B. DIMENSIONS SHOWN ARE NOMINAL OPENING DIMENSIONS. CONTRACTOR TO FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION. C. PROVIDE Y4" SHIM AND SEALANT AT ALL EXTERIOR OPENINGS. D. ALL ITEMS NOT NOTED AS PROVIDED OF FURNISHED BY OWNER SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. E. COORDINATE INSTALLATION OF ALI. OWNER FURNISHED AND INSTALLED EQUIPMENT WITH EQUIPMENT SUPPLIER. F. VERIFY SIZES AND REQUIREMENTS OF BANKING AND KITCHEN EQUIPMENT. G. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUITS, ELECTRICAL BOXES, CONDUCTORS, CONNECTIONS, CONTROLS, ETC. TO BANKING EQUIPMENT NOT SUPPLIED BY THE BANKING EQUIPMENT MANUFACTURER. H, PROVIDE BLOCKOUTS, EXCAVATIONS, SUPPORTS, ETC. NECESSARY FOR A COMPLETE INSTALLATION OF BANKING EQUIPMENT. COORDINATE INSTALLATION WITH EQUIPMENT SUPPLIER. � KEYNOTES 1, SLAB ON GRADE. 2. CONCRETE /STONE VENEER. 3, ALUM. STOREFRONT WINDOW SYSTEM. 4, BRICK VENEER. 5, CONCRETE FLOOR. RE: STRUCTURAL. 6, BATT INSULATION THROUGH ASSEMBLY. 7• NOT USED. 8. COLUMN. RE: STRUCTURAL. 9. STEEL BEAM. RE: STRUCTURAL. 10. METAL COPING. RE: DETAILS. 11. SUSPENDED CEILING SYSTEM. RE: CEILING PLANS. 12, CONCRETE WALL AND FOOTING. RE: STRUCTURAL. 13. DAMP PROOFING. RE: SPECIFICATIONS. 14. NOT USED. 15. CURB. CW/ CIVIL. 16. PAVING. CW/ CIVIL. 17. CONCRETE LIGHTWELL. PROVIDE 12" DRAINROCK OVER WEED FABRIC. 18. NOT USED. 19. EXTERIOR OF BUILDING BEYOND. 20. FINISH GRADE. 21. PILASTER BEYOND. C/W STRUCTURAL. 0 u- Z O -' S i J Q J o. �� � i o b `) r► ova 0 co c .. f `) r► ova 0 SHEET: A3.1 ELEV. 89' -0" LOWER A.F.F co c O Elk- ko O E-I SHEET: A3.1 ELEV. 89' -0" LOWER A.F.F 1 1� 9. Sim R01 . -- --. ELEV. 121' i n T.O. WALL I 7 1' -11 114" m m 4 A r I ,f 1' -Ii 1/4" 307 6 2 01 IS_ \ 20 \ F02 �:.� �i l � i t � - Li� � � �� 1 1 r 1 Li. �� � = °.��• x,11 I 1 r U -- .LL..� i I�_�� �.1, „ � �.,• rul � � ��.J-i.._� �L€ � v `� I � 3 � ' �u� GENERAL NOTES 17 1 9 • SIM. ELEV. 128' -0" } IT.O. PARAPET J_ r IRI A. VERIFY ALL DIMENSIONS IN FIELD. B. DIMENSIONS SHOWN ARE NOMINAL OPENING DIMENSIONS. CONTRACTOR TO FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION. C. PROVIDE Y4" SHIM AND SEALANT AT ALL EXTERIOR OPENINGS. D. ALL ITEMS NOT NOTED AS PROVIDED OF FURNISHED BY OWNER SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. E. COORDINATE INSTALLATION OF ALL OWNER FURNISHED AND INSTALLED EQUIPMENT WITH EQUIPMENT SUPPLIER. F. VERIFY SIZES AND REQUIREMENTS OF BANKING AND KITCHEN EQUIPMENT. G. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUITS, ELECTRICAL BOXES, CONDUCTORS, CONNECTIONS, CONTROLS, ETC. TO BANKING EQUIPMENT NOT SUPPLIED BY THE BANKING EQUIPMENT MANUFACTURER. H. PROVIDE BLOCKOUTS, EXCAVATIONS, SUPPORTS, ETC. NECESSARY FOR A COMPLETE INSTALLATION OF BANKING EQUIPMENT. COORDINATE INSTALLATION WITH EQUIPMENT SUPPLIER. � KEYNOTES 6 3 SECTION A SCALE: 114" V -0" A3.2 SECTION B SCALE. I /4" 1' -0 �A3 14 c . SECTION SCALE /8" 1' -0" A3.2 o o� �b� s \ S a> � o� b tiA� � v J q o b � n � o 0 44 A � z 0 z � 4 W � °w Q W Z �A A � � ��D GQ Q W H r W v W � m a SHEET: 1. d' 2. CONCRETE /STONE VENEER. c0 3. ALUM. STOREFRONT WINDOW SYSTEM. O U. 5. CONCRETE FLOOR. RE: STRUCTURAL. 6, BATT INSULATION THROUGH ASSEMBLY. 7, Lo o O r k. COLUMN. RE: STRUCTURAL. O O E-4 STEEL BEAM. RE: STRUCTURAL. 10, METAL COPING. RE: DETAILS. 11. SUSPENDED CEILING SYSTEM. RE: CEILING tiA� � v J q o b � n � o 0 44 A � z 0 z � 4 W � °w Q W Z �A A � � ��D GQ Q W H r W v W � m a SHEET: 1. SLAB ON GRADE. 2. CONCRETE /STONE VENEER. 3. ALUM. STOREFRONT WINDOW SYSTEM. 4, BRICK VENEER. 5. CONCRETE FLOOR. RE: STRUCTURAL. 6, BATT INSULATION THROUGH ASSEMBLY. 7, VAULTED GYP. BD. CEILING ASSEMBLY. 8_ COLUMN. RE: STRUCTURAL. 9, STEEL BEAM. RE: STRUCTURAL. 10, METAL COPING. RE: DETAILS. 11. SUSPENDED CEILING SYSTEM. RE: CEILING PLANS. 12. CONCRETE WALL AND FOOTING. RE: STRUCTURAL. 13, DAMP PROOFING. RE: SPECIFICATIONS. 14. 2" PERIMETER INSULATION BOARD. 15. CURB. CW/ CIVIL. 16. PAVING. CW/ CIVIL. 17. PROVIDE WALL TYPE W13- 1(SIM.) BEHIND SPANDRAL PANEL AT ROUND TOP. ALIGN FRAMING WITH WA -3. PROVIDE R -13 BATT INSULATION BETWEEN STUDS. 18, NOT USED. 19. EXTERIOR OF BUILDING BEYOND. 20. FINISH GRADE. 21. PILASTER BEYOND. C/W STRUCTURAL. 22. CONCRETE /STONE VENEER PANCAKE CAP. SLOPE TO DRAIN. 23, MECHANICAL ENCLOSURE. m z 0 H c� w 0 z GA FA Ki� GENERAL NOTES SECTION A .......... SCALE, 3/8' = 1 1. 0 A3.3 e ELEV. 128'- T.O. PARAPET ELEV. 121' -8" T.O. WINDOW ELEV. 89' -0" LOWER F.F. 4 -- - - - - - SECTION B SCALE, 3 .18 1.11 1, -0, 10 ELEV. 128' -0' T.O. PARAPET 4 n I ELEV. 121' -8" T.O. WINDOW 4 2 ELEV.... 102' \ B.O. WINDOW ELEV. 100' -0" MAIN F.F. 20 14 ic ELEV. SEE STRUC. T.O. FOOTING 8 2 r � ' 3 9. OPP. 11 - � 3 _ LA 12 SE CTION SCALE 3/8' = 1' -0' A3.3 O SECTION SCALE 3/8' = V -0' I ELEV.130' -0" e T.O. PARAPET i ELEV.122' -0" CEILING HT. ELEV.121' -8" im T.O. WINDOW A. VERIFY ALL DIMENSIONS IN FIELD. B. DIMENSIONS SHOWN ARE NOMINAL OPENING DIMENSIONS. CONTRACTOR TO FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION. C. PROVIDE Y4' SHIM AND SEALANT AT ALL EXTERIOR OPENINGS. D. ALL ITEMS NOT NOTED AS PROVIDED OF FURNISHED BY OWNER SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. E. COORDINATE INSTALLATION OF ALL OWNER FURNISHED AND INSTALLED EQUIPMENT WITH EQUIPMENT SUPPLIER. F. VERIFY SIZES AND REQUIREMENTS OF BANKING AND KITCHEN EQUIPMENT. G. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUITS, ELECTRICAL ROXES, CONDUCTORS, CONNECTIONS, CONTROLS, ETC. TO BANKING EQUIPMENT NOT SUPPLIED BY THE BANKING EQUIPMENT MANUFACTURER. H. PROVIDE BLOCKOUTS, EXCAVATIONS, SUPPORTS, ETC. NECESSARY FOR A COMPLETE INSTALLATION OF BANKING EQUIPMENT. COORDINATE INSTALLATION WITH EQUIPMENT SUPPLIER. I. FLOOR, ROOF, AND WALL ASSEMBLIES AREA IDENTIFIED ON SHEET AO.4. L1 I I q �b� S S Q) QJ E z 0 z �D • • C---+ o 0 W� Z �A �D w� W w � H r W v W o SHEER J Q L . W, o b � W z< 0 q � h A c ri u) z 0 H U W U) a W A3.3 CO O o GO U E-4 a o Q z 0 z �D • • C---+ o 0 W� Z �A �D w� W w � H r W v W o SHEER J Q L . W, o b � W z< 0 q � h A c ri u) z 0 H U W U) a W A3.3 I GENERAL NOTES 12 ELEV. 112' -0" T.O. OF WALL ELEV. 109' -5 /8 " 6.0. OF TRUSS WEST ELEVATION SCALE: 1/ L CI C\/ 1AAI _All ELEV 100' -0" T.O. SLAB ELEV. q6' - 6" .__ . -1.1 ......._. 1 e._.. Nw T.O. FOOTING sECTION SCALE: 3/8 ` 1i_ A3.4 2" INTEGRALLY COLORED CMU PANCAKE CAP. SLOPE TO DRAIN. COLOR AS SELECTED BY ELEV. 107' -2" ARCHITECT. � __... (1) #4 HORIZ. ® TOP, BOTTOM, T.O. CAP & MID HEIGHT, GROUT CMU CELLS SOLID. #4 VERT. AT 24" O.C. SOLID GROUT ALL REINFORCED CELLS. -6" CMU BLOCK. ° 24" MIN. LAP ° 2X4 KEY 4 ELEV. q7' -0" ALTERNATE HOOK (2) #4 CONT. T.O. FOOTING a .d CONCRETE FOUNDATION SECTION E SCALE. 5 1 0 A3.4 W.V. 1 j - '%d d w ELEV. 100' -6" T.O. FOUNDATION A. VERIFY ALL DIMENSIONS IN FIELD. B. DIMENSIONS SHOWN ARE NOMINAL OPENING DIMENSIONS. CONTRACTOR TO FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION. C. PROVIDE Y4" SHIM AND SEALANT AT ALL EXTERIOR OPENINGS. D. ALL ITEMS NOT NOTED AS PROVIDED OF FURNISHED BY OWNER SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. E. COORDINATE INSTALLATION OF ALL OWNER FURNISHED AND INSTALLED EQUIPMENT WITH EQUIPMENT SUPPLIER. F. VERIFY SIZES AND REQUIREMENTS OF BANKING AND KITCHEN EQUIPMENT. G. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUITS, ELECTRICAL BOXES, CONDUCTORS, CONNECTIONS, CONTROLS, ETC. TO BANKING EQUIPMENT NOT SUPPLIED BY THE BANKING EQUIPMENT MANUFACTURER. H. PROVIDE BLOCKOUTS, EXCAVATIONS, SUPPORTS, ETC. NECESSARY FOR A COMPLETE INSTALLATION OF BANKING EQUIPMENT. COORDINATE INSTALLATION WITH EQUIPMENT SUPPLIER. J. INTERIOR FINISHES ARE IDENTIFIED WITHIN SCHEDULE. KEYNOTES 1. CONCRETE SLAB ON GRADE. 2. PROFILE OF SHED ROOFING BEHIND PARAPET. 3. METAL COPING. 4. CONCRETE WALL AND FOOTING. RE: STRUCT. 5. SECTIONAL O.H. DOOR. RE: SCHEDULE. 6 PREFINISHED GUTTER AND DOWNSPOUT ASSEMBLY, WALL MOUNTED.. 7. EXTERIOR OF BUILDING BEYOND. 8. FINISH GRADE. 9. DELETE CONCRETE MASONARY VENEER THIS FACE ONLY. 10. 5/8" GYP. BD. CEILING SECURED TO WOOD TRUSS. 11. 6" CONCRETE STEM WALL. RE: S'rrluCTURAL. 12• E.I.F.S. ACCENT, SEE DETAIL 18/A9.2. 13. E.I.F.S. JOINT. COLORS: 0 E.I.F.S. TO MATCH BRICK. RE: SPEC. 02 E.I.F.S. TO MATCH ACCENT. RE: SPEC. O E.I.F.S. TO MATCH CONCRETE MASONARY VENEER, RE: SPEC. 1, o "@' F L CI C\/ 1AAI _All ELEV 100' -0" T.O. SLAB ELEV. q6' - 6" .__ . -1.1 ......._. 1 e._.. Nw T.O. FOOTING sECTION SCALE: 3/8 ` 1i_ A3.4 2" INTEGRALLY COLORED CMU PANCAKE CAP. SLOPE TO DRAIN. COLOR AS SELECTED BY ELEV. 107' -2" ARCHITECT. � __... (1) #4 HORIZ. ® TOP, BOTTOM, T.O. CAP & MID HEIGHT, GROUT CMU CELLS SOLID. #4 VERT. AT 24" O.C. SOLID GROUT ALL REINFORCED CELLS. -6" CMU BLOCK. ° 24" MIN. LAP ° 2X4 KEY 4 ELEV. q7' -0" ALTERNATE HOOK (2) #4 CONT. T.O. FOOTING a .d CONCRETE FOUNDATION SECTION E SCALE. 5 1 0 A3.4 W.V. 1 j - '%d d w ELEV. 100' -6" T.O. FOUNDATION A. VERIFY ALL DIMENSIONS IN FIELD. B. DIMENSIONS SHOWN ARE NOMINAL OPENING DIMENSIONS. CONTRACTOR TO FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION. C. PROVIDE Y4" SHIM AND SEALANT AT ALL EXTERIOR OPENINGS. D. ALL ITEMS NOT NOTED AS PROVIDED OF FURNISHED BY OWNER SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. E. COORDINATE INSTALLATION OF ALL OWNER FURNISHED AND INSTALLED EQUIPMENT WITH EQUIPMENT SUPPLIER. F. VERIFY SIZES AND REQUIREMENTS OF BANKING AND KITCHEN EQUIPMENT. G. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUITS, ELECTRICAL BOXES, CONDUCTORS, CONNECTIONS, CONTROLS, ETC. TO BANKING EQUIPMENT NOT SUPPLIED BY THE BANKING EQUIPMENT MANUFACTURER. H. PROVIDE BLOCKOUTS, EXCAVATIONS, SUPPORTS, ETC. NECESSARY FOR A COMPLETE INSTALLATION OF BANKING EQUIPMENT. COORDINATE INSTALLATION WITH EQUIPMENT SUPPLIER. J. INTERIOR FINISHES ARE IDENTIFIED WITHIN SCHEDULE. KEYNOTES 1. CONCRETE SLAB ON GRADE. 2. PROFILE OF SHED ROOFING BEHIND PARAPET. 3. METAL COPING. 4. CONCRETE WALL AND FOOTING. RE: STRUCT. 5. SECTIONAL O.H. DOOR. RE: SCHEDULE. 6 PREFINISHED GUTTER AND DOWNSPOUT ASSEMBLY, WALL MOUNTED.. 7. EXTERIOR OF BUILDING BEYOND. 8. FINISH GRADE. 9. DELETE CONCRETE MASONARY VENEER THIS FACE ONLY. 10. 5/8" GYP. BD. CEILING SECURED TO WOOD TRUSS. 11. 6" CONCRETE STEM WALL. RE: S'rrluCTURAL. 12• E.I.F.S. ACCENT, SEE DETAIL 18/A9.2. 13. E.I.F.S. JOINT. COLORS: 0 E.I.F.S. TO MATCH BRICK. RE: SPEC. 02 E.I.F.S. TO MATCH ACCENT. RE: SPEC. O E.I.F.S. TO MATCH CONCRETE MASONARY VENEER, RE: SPEC. • r o "@' W Nt co b Cz pD 0 co V ( W cv > a a� 5 • r z 0 z �D SHEET.' 1 EAST ELEVATION SCALE: 114" = V -0" NORTH ELEVATION (south situ . ) SCALE: 114" ■ 1' -0" W Nt co co V ( W cv > z 0 z �D SHEET.' 1 EAST ELEVATION SCALE: 114" = V -0" NORTH ELEVATION (south situ . ) SCALE: 114" ■ 1' -0" SCALE: 1 14" - I' -0" D D N =► to wo EN LARGED UPPER LEVEL PLAN SCALE. 114' ■ 1' -0" ENLARGED MAIN LEVEL PLAN SCALE: 114" - I' -0" 2.5 2.5 Le-6 2.5 ENLARGED LOWER LEVEL PLAN 6 SCALE: 114" - 1' -0" A4.1 w x U ao w ac J Q A a 0 r, 'v SCALE: 114" - 11 -011 115' -8" 0. HOIST BEAM 113' -0" BOND FLR. ELEV. 100' -0" FIRST FLR. ELEV. � 89' -0" a , MENT FLR. ELEV. 1EVATION GENERALNOTES: A. CONTRACTOR SHALL PROVIDE COMPLETE DRAWINGS FOR ALL ELEVATOR AND STAIRWAY CONSTRUCTION UNLESS OTHERWISE DETAILED ON THE DRAWINGS. STAIRS, STAIR LANDINGS, STAIR MEMBER SUPPORTS, AND HANDRAILS SHALL BE DESIGNED, DETAILED AND STAMPED BY AN IDAHO REGISTERED ENGINEER. B. STAIRS AND RELATED ITEMS SHALL COMPLY WITH 2003 IBC AND LOCALLY ADOPTED ACCESSIBILTY GUIDELINES C. SHOP DRAWINGS OF ALL STAIRS AND STAIR ASSEMBLIES SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. D. PAINT ALL EXPOSED STEEL. E. STANDARD JAMB DEPTH AT HINGE SIDE TO BE 4" IN GYPSUM BOARD /METAL STUD WALL SYSTEMS UNLESS NOTED OTHERWISE. F. VERIFY ALL DIMENSIONS IN FIELD. G. ELEVATOR SHAFT SHALL BE 1 -HR RATED CONSTRUCTION WITH FIRESTOP ® ALL PENETRATIONS. H. COORDINATE ELEVATOR REQUIREMENTS WITH ELEVATOR MANUFACTURER AS PART OF SHOP DRAWING COORDINATION. 1 O KEYNOTES 03 CONCRETE ® FLOOR STRUCTURE. © CONCRETE FILLED METAL STAIR SYSTEM. 3� CONCRETE PIER, RE: STRUCTURAL 05 METALS 5�a 12" O.D. STEEL WALL MOUNTED HANDRAIL SUPPORTS ® 3' -0" MIN. ® STEEL BEAM Uc STEEL COLUMN ® STEEL STAIR STRINGER, CW/ . 5e NOT USED 5f HOISTWAY BEAM. CW. ROOF FRAMING ELEVATOR PIT LADDER PROVIDED BY ELEVATOR MANUFACTURER AS REQ'D 5h ELEVATOR RAIL AND SUPPORT. 06 WOOD 6a 42" HIGH PARTITION WITH WOOD CAP. 08 DOORS & WINDOWS 8�a HOLLOW METAL FRAME nn rikueure 9a 5/8" GYPSUM BOARD SUSPENSION SYSTEM ® ACOUSTICAL LAY -IN PANELS MISC. 0® RECESSED FIRE EXTINGUISHER tOb DRINKING FOUNTAIN 10c 18 "x18 "x12" DEEP SUMP PIT. 10 ELEVATOR CAB AND DOOR ASSEMBLY AS SPECIFIED. 10 ROOF ACCESS LADDER & HATCH RE: E /A8.1 NOTE: SOME MATERIALS LISTED MAY NOT BE CALLED OUT ON DRAWING. O 1 wi 89' -0" Ah P LOWER LEVEL. ELEV. WA1 .D O SIM. • • LIQUID, COLD- APPLIED O F02 ° h WATERPROOFING MEMBRANE SIM. a SYSTEM W/ PROTECTION COURSE d 85' -p„ 4 PIT ELEVATION .. a ..:• .. CONTINUOUS ° > ° WATERSTOP, JP436 ° OR EQUAL CONC. SLAB OVER LIQUID APPLIED WATERPROOFING MEMBRANE SYSTEM ON 2" CONCRETE TOPPING SLAB OVER 4" BASE COURSE PIT DETAIL r9 i SCALE: 1/2" - 1' -0" A4.1 O 1 M ti \1 v� Jd J -o � i o Ri W 0 0 0 -� w c0 O • • M ti \1 v� Jd J -o � i o Ri W 0 0 0 -� z 0 z �D SHEET. t ELEVATOR SECTION ENLARGED UPPER LEVEL PLAN r. ..AM(4 JJ I AI Iv L.CV CL M.Al / 2 � w c0 O O o CO t� Lo ti O � h cv z 0 z �D SHEET. t ELEVATOR SECTION ENLARGED UPPER LEVEL PLAN r. ..AM(4 JJ I AI Iv L.CV CL M.Al / 2 � DRIVE w 1. ct 1� NIGHT DEPOSIT BOX BY OTHERS. J I i I 3' - 4" 1' - 8 " 3 ' - 4 " 3 ' - 4 " 5 1 - 4 11 j 2� CASH DISPENSER BY OTHERS. Q� F3-0-71 TYP. LOBBY E LEVATIO N WE ST SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-O" MA I L RO OM NORTH SCALE: 1/4"=l'-O" MAI L RO OM EAST" SCALE: 1/4"=l'-O" I E y .1[. I 3� LARGE CAPACITY ELECTRIC TRANSACTION DRAWER. ® CONTRACTOR FURNISHED MILLWORK. RE: DETAILS. 5� HARDWOOD TRIM. © DRIVE —UP B.R. VISION WINDOW. APPLIANCES FURNISHED BY OWNER, CONTRACTOR INSTALLED. ® ALUMINUM STOREFRONT DOOR AND WINDOW ASSEMBLY. gO FINISHED GYP.BD. SURROUND AT STEEL BEAM. �0 WALL MOUNTED PLASMA SCREEN BY OTHERS. VERIFY LOCATION AND INSTALLATION REQUIREMENTS W/ OWNER. 11 GLASS GUARDRAIL SYSTEM. J \b �s • I J Q J Z Q 0 'Z-��' Lcc-) zc � q b � 0 ICL, CIZ 0 v o r • MA I L ROOM SCALE: 1/4"=l'-O" SOU TELLER AREA SOUTH SCALE: 1 /4 " =1' -0" VVVVA 11-1 %. MAIL RO OM NEST SCALE: 1/4 " =1' -0" TELLER AREA EAST M SCALE: 1/4's=1 * - 0 It A5.1 SCALE: 1/4"=l'-O" TELLER AREA SOUTH SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-O" .5 D I 3' - 4" 1' - 8 " 3 ' - 4 " 3 ' - 4 " 5 1 - 4 11 j o o ao o h o cv H r • MA I L ROOM SCALE: 1/4"=l'-O" SOU TELLER AREA SOUTH SCALE: 1 /4 " =1' -0" VVVVA 11-1 %. MAIL RO OM NEST SCALE: 1/4 " =1' -0" TELLER AREA EAST M SCALE: 1/4's=1 * - 0 It A5.1 SCALE: 1/4"=l'-O" TELLER AREA SOUTH SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-O" .5 D HANDICAPPED I ACCESSIBLE A9.1 A9.1 A9.1 4 COUNTER. TELLER AREA NORTH P SCALE: 1/4 " =1' -0" IAti SHEET: A5.1 SCALE: 1/4"=l'-O" LOBBY ELEVATION SOUTH A LOBBY ELEVATION EAST /B\ NORK/D -UP EAST Ai BREAK ROOM WEST AD I 3' - 4" 1' - 8 " 3 ' - 4 " 3 ' - 4 " 5 1 - 4 11 j co HANDICAPPED I ACCESSIBLE A9.1 A9.1 A9.1 4 COUNTER. TELLER AREA NORTH P SCALE: 1/4 " =1' -0" IAti SHEET: A5.1 SCALE: 1/4"=l'-O" LOBBY ELEVATION SOUTH A LOBBY ELEVATION EAST /B\ NORK/D -UP EAST Ai BREAK ROOM WEST AD E E. I WO K ROOM NORT A R Rrt' SCALD 1/4' = 1' -0' 5 SCALE 1/4' = V -0' ENLARGED TOILET ROOM FLAN SCALES 1/4' = 1' -0' A5. x c m ? _ N N m A A A A A 4 I I i ❑a o❑ LA- ELEVATION SCALES 1/4' = 14' S m 1711 n I SANITARY NAPKIN DISPENSER D. SOAP DISPENSER t GRAB BAR I I ❑ 4 MIRROR I SINK(PIPES WRAPPED) I WALL -HUNG URINAL I 301 C. PAPER TOWEL DISPENSER F. WATER CLOSET J. TOILET PAPER HOLDER M. SIGNAGE _ d co O _ cv WO K ROOM NORT A R Rrt' SCALD 1/4' = 1' -0' 5 SCALE 1/4' = V -0' ENLARGED TOILET ROOM FLAN SCALES 1/4' = 1' -0' A5. x c m ? _ N N m A A A A A 4 I I i ❑a o❑ LA- ELEVATION SCALES 1/4' = 14' S m 1711 n I SANITARY NAPKIN DISPENSER D. SOAP DISPENSER t GRAB BAR K. TOILET SEAT COVER N. DRINKING FOUNTAIN I T MIRROR I SINK(PIPES WRAPPED) I WALL -HUNG URINAL L. I C. PAPER TOWEL DISPENSER F. m i r i i m TYPE OF CROWN 4 CHAIR RAIL TO SE VERIFIED W/ OWNER N Q A A. SANITARY NAPKIN DISPENSER D. SOAP DISPENSER G. GRAB BAR K. TOILET SEAT COVER N. DRINKING FOUNTAIN B. MIRROR E. SINK(PIPES WRAPPED) H. WALL -HUNG URINAL L. TOILET PARTITION 0. RECESSED F.E. CABINET C. PAPER TOWEL DISPENSER F. WATER CLOSET J. TOILET PAPER HOLDER M. SIGNAGE ANSI MOUNTING HEIGHTS SCALD 114 1' ...... .... .............................................................................................. ............................... - 4 20y R n 3Q LARGE CAPACITY ELECTRIC TRANSACTION DRAWER. ® CONTRACTOR FURNISHED MILLWORK. RE: DETAILS. 5� HARDWOOD TRIM © DRIVE -UP B.R. VISION WINDOW. �7 APPLIANCES FURNISHED BY OWNER, CONTRACTOR INSTALLED. 80 ALUMINUM STOREFRONT DOOR AND WINDOW ASSEMBLY. 9) BANK SIGNAGE BY OTHERS. 1@0 WALL MOUNTED PLASMA SCREEN BY OTHERS. VERIFY LOCATION AND INSTALLATION REQUIREMENTS W/ SUPPLIER /INSTALLER. 11 GLASS GUARDRAIL SYSTEM. 12 VINYL WALL COVERING p 0 :%�� 11-111 mr400 S J Q J ¢' O I o b � 0 0 b� 0 NIGHT DEPOSIT BOX BY OTHERS. 20 CASH DISPENSER BY OTHERS. 3Q LARGE CAPACITY ELECTRIC TRANSACTION DRAWER. ® CONTRACTOR FURNISHED MILLWORK. RE: DETAILS. 5� HARDWOOD TRIM © DRIVE -UP B.R. VISION WINDOW. �7 APPLIANCES FURNISHED BY OWNER, CONTRACTOR INSTALLED. 80 ALUMINUM STOREFRONT DOOR AND WINDOW ASSEMBLY. 9) BANK SIGNAGE BY OTHERS. 1@0 WALL MOUNTED PLASMA SCREEN BY OTHERS. VERIFY LOCATION AND INSTALLATION REQUIREMENTS W/ SUPPLIER /INSTALLER. 11 GLASS GUARDRAIL SYSTEM. 12 VINYL WALL COVERING p 0 :%�� 11-111 mr400 S J Q J ¢' O I o b � 0 0 b� 0 0 w 0 z W Ei 0 W �a �A U W � w� y m z 0 W O H W H z H SHEET: W A5.2 CLASSROOM SOUTH c SCALES 1/4' = 1' -0' 5. WORK ROOM EAST A B SCALE 1/4' = F -0' S M. WOR ROOM EASE' R ELEVATION A SCALES 1/4' = 1' -0' S co 0 •-i d co O cv 0 w 0 z W Ei 0 W �a �A U W � w� y m z 0 W O H W H z H SHEET: W A5.2 CLASSROOM SOUTH c SCALES 1/4' = 1' -0' 5. WORK ROOM EAST A B SCALE 1/4' = F -0' S M. WOR ROOM EASE' R ELEVATION A SCALES 1/4' = 1' -0' S 5/8" GYP H BOTH SIDE: FILL FRAME W ITH INSULATION JAMS E -- SCALE: 1 1/2" a 1' -0" A6.1 TAD rA SCALE: 1 1/2" ■ 1' -0' A6.1 2" H.M. DOOR FRAME (JAMB) DOOR (AS SCHEDULED) (2) LAYERS 314" CONT, METAL STUD PLYWOOD GLUED 4 BLOCKING UNDER SCREWED TOGETHER. LVL HEADER -� SECURE TO LVL HEADERS W/ #10x3" WOOD SCREWS AT 32" O.C. AT EACH LVL ( 16" O.C. 4" -0" FROM _ STACKING END). LEVEL WITH FLOOR BY GENERAL CONTRACTOR WITH 1/8" AT MAXIMUM TOLERANCE STAGGER END JOINTS JAMS D 1111 111. 1 I'll SCALE: 1 1/2" ■ I' -0" A6.1 CONTINUOUS 1/2' SHEATHING (4) 1 3 /4 "x1I 114" LAMINATED VENEER LUMBER HEADER WITH 2x6 BLOCKING (VERTICAL) BETWEEN AT 4' - 0" O.C. ELEV IOq' -2 5 /8" BEARING HGT.� ELEV. 10q' -0" CEILING HGT. HATCHED AREA INDICATES FOLDING DOOR HEADER PROVIDED AND AND INSTALLED BY FOLDING PARTITION MANUFACTURER SUSPENDED ACOUSTICAL CEILING TILE n DASHED LINE INDICATES FOLDING DOOR JAMB PROVIDED AND INSTALLED BY FOLDING PARTITION MANUFACTURER JAMS E HEAD rG ... ................ SCALE: 1 1/2" 1' - 0" A6.1 2 "x4" METAL STUD OR AS SHOWN ON FLOOR PLAN SEALANT, 80TH SIDES EL 107' - HEAD HEIGHT 4" H .M. DOOR FRAME (HEAD) DOOR (AS SCHEDULED) 5/8" GYP BD. BOTH SIDES 2 "x4" METAL STUD OR AS SHOWN ON FLOOR PLAN SEALANT, BOTH SIDES FILL FRAMES WITH INSULATION 0 0 ` T T SCALE: 1 1/2" ■ 1' - 0 " 3' -0" 3' -011 :V �I 2" 2" 2" _ 5 11 1' -10" _ _ 11 3' -0" 2" n _ cv o , m o � o h \�� - T.. n � I 3 ' - 4 " I, 3 - 4 " [E] F BOOR TYPES DOOR (. SCHEDU ALUMINI FRAME "1ETAL STUD - SEE WALL TYPES ATTENUATION INSULATION J A MS F SCALE: 1 1/2" ■ I' -0" A6.1 PRE -FIN. METAL EXTERIC HEADER c ALUMINUM STOREFRONT SYSTEM SEALANT BOTH SIDES 'if3" GYP. BOARD SEALANT BOTH SIDES ALUMINUM STOREFRONT DOOR SYSTEM HEAD ri ... SCALE: 1 1/2" ■ I' -0" A6.1 0 (02" 0 1 r u 3' -0" 2. 3 1 -0 11 .1' - 6 ".c2" rl 0 i h TAL STUD - E WALL TYPES GYP. BOARD SEALANT BOTH SIDES ALUMINUM STOREFRONT DOOR SYSTEM DOOR (AS SCHEDULED) �I�AD SCALE: 11/2" 1' -0" A6.1 OWN . , ;R10, . W GYP. BOARD Xj SCH EDULED) - ( "- SEALANT SIDES HEAD rK SCALE: 11/2" 1' -0" A6.1 c 1 r Of m :2 D z U= O o LOCATION Ld N W Q °' O w _1 CD Z V) EQUAL MATERIALS 4 PANELS p Q _Z 1- D! REMARKS Or_ I i {-- O 0 4' -10" OWN . , ;R10, . W GYP. BOARD Xj SCH EDULED) - ( "- SEALANT SIDES HEAD rK SCALE: 11/2" 1' -0" A6.1 c 1 r 5 1 -4 11 F DOOR SCHEDULE Of m :2 D z U= O o LOCATION Ld N W Q °' O w _1 CD Z V) EQUAL MATERIALS 4 PANELS p Q _Z 1- D! REMARKS Or_ I i {-- O 0 w ry l.►_ 5 1 -4 11 F DOOR SCHEDULE Of m :2 D z U= O o LOCATION Ld N W Q °' O w _1 CD Z V) W > f- MATERIALS DETAILS p Q _Z 1- D! REMARKS Or_ I i {-- O 0 w ry l.►_ 0 w m Q LOWER LEVEL O: 001 002 001 3'- 0 "x7' -0 "x1 3/4" S C HM HM A /A6.1 D /A6.1 LH 1 HR � 003 002 003 3'- 0 "x7' -0 "x1 3/4" S C HM HM A /A6.1 D /A6.1 RH 1 HR 004 002 004 3'- 0 "x7' -0 "x1 3/4" S C HM HM A /A6.1 D /A6.1 RH 1 HR 005 002 005 3'- 0 "x7' -0 "x1 3/4" S C HM HM A /A6.1 D /A6.1 RH 006 002 006 3'- 0 "x7' -0 "x1 3/4" S C HM HM 1A/A6.1 I D /A6.1 I RH MAIN LEVEL � 101A EXT. 101 3'- 0 "x8' -0 "x1 3/4" P A ALUM ALUM H /A6.1 E /A6.1 HR /RH 101B 101 102 3'- 0 "x8' -O "x1 3/4" P A ALUM ALUM H /A6.1 F /A6.1 HR /RH 102A 102 132 3'- 0 "x8' -0 "x1 3/4" P A ALUM ALUM C /A6.1 F /A6.1 HR /RH 1028 102 103 3'- 0 "x8' -0 "x1 3/4" P A ALUM ALUM C /A6.1 HR /RH 104 103 110 3'- 0 "x7' -0 "x1 3/4" S G WD HM A /A6.1 D /A6.1 LH 106 105 106 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 107 103 107 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 108 103 108 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 109 132 109 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RHR 1 HR 110 132 110 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 112 131 112 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 113 131 113 4'- 0 "x7' -0 "x1 3/4" S D WD HM A /A6.1 D /A6.1 LH 114 118 115 3'- 0 "x7' -0 "x1 3/4" S E WD HM A /A6.1 D /A6.1 RH 1 HR WIRE GLASS 116 EXT 116 3'- 0 "x7' -0 "x1 3/4" S F ALUM ALUM B /A6.1 E /A6.1 F-HR/RHR SIM AT HEAD & JAMB 118A 117 118 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 LHR 1 HR 118B 118 116 3'- 0 "x7' -0 "x1 3/4" S F ALUM ALUM C /A6.1 F /A6.1 RHR 119A 123 119A 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 119B 123 1198 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 120 118 120 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 1 HR 121 131 121 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 122 131 122 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 LH 123 118 123 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 1 HR 124 132 124 3'- 0 "x7' -0 "x1 3/4" S G WD HM A /A6.1 D /A6.1 RH 125 124 125 3'- 0 "x7' -0 "x1 3/4" S E WD HM A /A6.1 D /A6.1 LH 126 124 126 3'- 0 "x7' -0 "x1 3/4" S E WD HM A /A6.1 D /A6.1 LH 127 124 127 3'- O "x7' -0 "x1 3/4" S E WD HM A /A6.1 D /A6.1 LH 129A 132 129 3'- 0"x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 LH 129B 128 129 3'- 0"x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 LH 130 132 130 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 LH 132 132 133 3'- 0"x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 LH G01 EXT 500 4'- 6 "x7' -0 "x1 3/4" P J HM HM J /A6.1 J /A6.1 HR /RH G02 EXT 500 9'- O "x7' -0" S K I FBRG FBRG N/A UPPER LEVEL 204 207 204 3'- 0 "x7' -0 "x1 3/4" S G WD HM A /A6.1 D /A6.1 LH 205 207 205 3'- 0"x7' -0 "x1 3/4" S E WD HM A /A6.1 D /A6.1 LH 206 207 204 3'- 0 "x7' -0 "x1 3/4" S E WD HM A /A6.1 D /A6.1 LH 208 207 208 3'- 0"x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RHR 209 207 209 3'- O "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 210 207 210 3'- 0 "x7' -0 "x1 3/4" S E WD HM A /A6.1 D /A6.1 LH 211 207 211 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 LH 212 229 212 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RR 213 214 213 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RR 215 214 215 3'- 0 "x7' -0 "x1 3/4" S E WD HM A /A6.1 D /A6.1 LH 217 219 220 3'- 0 "x7' -0 "x1 3/4" S G WD HM A /A6.1 D /A6.1 RH 220 216 216 3'- 0"x7' -0 "x1 3/4" P B WD HM A /A6.1 D /A6.1 HR /RH _• 221 214 221 3'- 0"x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 LH 222 214 222 3'- 0"x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 224 223 224 3'- 0 "x7' -0 "x1 3/4" S E WD HM A /A6.1 D /A6.1 LH 225 223 225 3'- 0 "x7' -0 "x1 3/4" S E WD HM A /A6.1 D /A6.1 RH 226 223 226 3'- O "x7' -0 "x1 3/4" S G WD HM A /A6.1 D /A6.1 LH 227 229 227 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 RH 228 229 228 3'- 0 "x7' -0 "x1 3/4" S E WD HM A /A6.1 D /A6.1 RH 230A 229 230 3'- 0 "x7' -0 "x1 3/4" S C WD HM A /A6.1 D /A6.1 LH 230B 230 228 18' -6 1 /2 "x8' -0" P H WD HM G /A6.1 DOOR GENERAL NOTES: 1. GLAZING IN FIRE RATED DOORS & FRAMES SHALL BE 1/4" WIRE GLASS. 2. GLAZING IN SIDELITES SHALL BE 1/4" TEMPERED GLASS UNLESS OTHERWISE NOTED. 3. GLAZING IN TRANSOMS SHALL BE 1/4" GLASS UNLESS OTHERWISE NOTES. 4. GLAZING IN NON -RATED DOORS SHALL BE 1/4" TEMPERED GLASS. O o P� o � 2 I O _ \d �s /S 1 4 z 5. q o � �� b ni 0 W 0 • cam • O M SHEER 1 � CONCRE MASON/ VENEER 15 #FE VAPOR BARRI E 5/8" W, PROOF BOARD METAL STUD - SEE WALL TYPES V GYP. BOARD SEALANT BOTH SIDES ALUMINUM STOREFRONT DOOR SYSTEM DOOR (AS SCHEDULED) �I�AD B SCALE: 1 1/2" METAL STUD - SEE WALL TYPES \--CONCRETE DOOR (AS VEND R RY SCHEDULED) AIR GAP 5 1- 4 11 F 4' -4 T � F O O : v O: �a ra � w O I � � A W Go z`' Lf) 0 O T M SHEER 1 � CONCRE MASON/ VENEER 15 #FE VAPOR BARRI E 5/8" W, PROOF BOARD METAL STUD - SEE WALL TYPES V GYP. BOARD SEALANT BOTH SIDES ALUMINUM STOREFRONT DOOR SYSTEM DOOR (AS SCHEDULED) �I�AD B SCALE: 1 1/2" METAL STUD - SEE WALL TYPES \--CONCRETE DOOR (AS VEND R RY SCHEDULED) AIR GAP 5 1- 4 11 F 4' -4 T � F O �a ra � w O Q � A c� �1 z � � r�i A M SHEER 1 � CONCRE MASON/ VENEER 15 #FE VAPOR BARRI E 5/8" W, PROOF BOARD METAL STUD - SEE WALL TYPES V GYP. BOARD SEALANT BOTH SIDES ALUMINUM STOREFRONT DOOR SYSTEM DOOR (AS SCHEDULED) �I�AD B SCALE: 1 1/2" METAL STUD - SEE WALL TYPES \--CONCRETE DOOR (AS VEND R RY SCHEDULED) AIR GAP 5 1- 4 11 F 4' -4 T � F SEALANT, BOTH SIDES GLAZING (A: SCHEDULED; ALIGN W/ DOOR HEAD HEAD HEIGHT 2" H.M. FRAME 2" H.M. FRAME GLAZING (AS SCHEDULED) --� 5/8" GYP BD. BOTH SIDES w a i - J I � 3 w V) SEALANT, BOTH SIDES JAMS n SCALE: 1 1/2" - 1' -0" CAVITY WALL °' BACKEROD AND MEMBRANE - GYPSUM BOARD SEALANT FLASHING OVER STEEL LINTEL WINDOW --- -- ----- ---- (TYP). r MTL FRAMING SYSTEM O 50XBEAM AMC) PER r - - BACKER ROD STEEL LINTEL. SCHEDULE. RE: STRUCTURAL" AND SEALANT , T SEALANT '4 OVER WOOD SHIM AS SHOWN. l_!) METAL SIL MATCH WINDOW I ; ; 1 WINDOW FRAME FINISH. .: SYSTEM WRAP GYP. BD. -= - -- PER AROUND HEAD 3/4" OSB SILL SCHEDULE. 4- - -_ FRAMING. BLOCKING AND PROVIDE SHIM AS SHOWN. SEALANT AT GYPSUM BOARD WINDOW FRAME. BOTH SIDES TAD rE JAMS F .... SCALE: 1 1/2" - 1' - 0" A6.2 SCALE: 1 1/2" - 1' - o" A6.2 E s INSULATED 6. s. SIM. GLASS (AS INSULATED }: b t O tt SPECI FI ED) . 5 t_ O tt �t O tt - :,. GLASS (AS �,_. - - _ .......:..... . SPECIFIED) :. C4 , _ N O kI ❑ ♦l __ - ❑�❑ 3 i 3 o, ❑� j F b ' - : f ` -10 F F I o; SIM. n O� 2t qn tl 2 -q" n 2- - - -- -;SHOT - O" I 2n - - 100 to 2 i . _.. 2n _.. -. .. _ .. .:., 1 C MAIN G MAIN - UP PER F.F. g F.F. F.F. 301 302 ( S E I M F D I" INSULATION 6 '' SPANDRAL 6 GLASS (AS W -0" - "SPECIFIED) co I D - � F � n r, � ! 1 I ` iy I ❑❑ F = of ❑�❑ i - I -' � t dD� '.'_... - q" 2' ._q �', co; i4 _2 -3 a u it it h 2 2 2 2 113' -D' UPPER UPPER 6. F.F. 6 F.F. F 3 304 2 n 3 t_8u �n 4 tp J " 0z" 2" ci 6. j t1 I I i ;;'• cv ir1 100' -0" LOWER MAIN F.F. F.F. 320 [ 309] F - nn ici 6. r -- 4 - ' - - 0 " 1 -- UNIT UNIT i , -2" 2' -0" UNIT ! T T i t , o f o y f �I�OGR TYPES - SPECIFIED. ° au T 307 TOP 6. [ 310] GLAZING (A5 SCHEDULED) 2" N.M. FRAME SEE SCHEDULE T.O. FRAMING SEALANT (BOTH SIDES) 5/8" GYP BD.--j BOTH SIDES i SEE WALL TYPES SILL C SCALE: 11/2 - I' -o° 6.2 WINDOW SYSTEM ly O z N E � PER SCHEDULE. 3� ut REMARKS Z� Q BACKER ROD J C/) C Q; 4 AND SEALANT 100 0' AL MAIN J /A6.2 I F.F. [ 401] 4' -4" F 2 5 1 - 4 11 [403] 2 1 - 4 11 T T i t , o f o y f �I�OGR TYPES - SPECIFIED. ° au T 307 TOP 6. [ 310] GLAZING (A5 SCHEDULED) 2" N.M. FRAME SEE SCHEDULE T.O. FRAMING SEALANT (BOTH SIDES) 5/8" GYP BD.--j BOTH SIDES i SEE WALL TYPES SILL C SCALE: 11/2 - I' -o° 6.2 WINDOW SYSTEM ly O z N METAL SILL TO PER SCHEDULE. ._ REMARKS MATCH WINDOW BACKER ROD J C/) - 4 FRAME FINISH. AND SEALANT 3' -0" x 4' -0" AL J /A6.2 I J /A6.2 I K /A6.2 CONCRETE l� 314" OSB SILL �N BLOCKING AND MASONARY MAIN LEVEL 301 SHIM AS SHOWN. 51 LL E /A6.2 F /A6.2 G /A6.2 cQ 302 5' -0" x 7' -0" AL E /A6.2 I 'I 't GYPSUM BOARD 8' -4 1/2" x 2' -11 7/8" AL s SPECIFIED. 11 /A9.1 I , AL A /A6.2 SEE - _ WALL _TYPES- _- -__.,. -- - -- . SI LL : G H /A6.2 H /A6.2 H /A6.2 401 4' -4" x 4' -0" SCALE: 1 1/2" 1' -0" A6.2 C /A6.2 CONCRETE MASONARY KEY STONE BACKEROD AND SEALANT WINDOW SYSTEM PER SCHEDULE. SEE WALL TYPES PROVIDE BOX BEAM -- AT HEAD AND DOUBLE STUD AT JAMB 1/2" SHIMSPACE (TYP. ) SEALANT BOTH SIDES WINDOW SYSTEM PER SCHEDULE. HEAD /JAMS H SCALE: 1 1/2 "- i' -0': A6.2 H 6. 27 F.F. WINDOW TYPES 8CALL'" 1/ 4 "nl' -O" TAD /JAMS SCALE• I i/2 " -1' -O° A6.2 CONCRETE FOUNDATION SEALANT BOTH SIDES 1/2" SHIM WINDOW SYSTEM PER SCHEDULE. WINDOW SYSTEM PER SCHEDULE. SEALANT BOTH SIDES SHIM CONCRETE FOUNDATION BILL K SCALE: 1 1/2 " -1' -O" A6.2 WINDOW SCHEDULE ly O z N 27' 11 - ...... -- --- 2 DETAILS ._ REMARKS � W z Cb Q --) I J C/) d' co LOWER LEVEL 320 3' -0" x 4' -0" AL J /A6.2 I J /A6.2 I K /A6.2 i MAIN LEVEL 301 6' -0" x 7' -0" AL E /A6.2 F /A6.2 G /A6.2 cQ 302 5' -0" x 7' -0" AL E /A6.2 F /A6.2 G /A6.2 309 8' -4 1/2" x 2' -11 7/8" AL T SPECIFIED. 11 /A9.1 310 3' -5" x 6' -2" AL A /A6.2 B /A6.2 C /A6.2 311 27' -11 1/2" x 7' -6" AL H /A6.2 H /A6.2 H /A6.2 401 4' -4" x 4' -0" HM A /A6.2 B /A6.2 C /A6.2 402 3' -4" x 4' -0" HM A /A6.2 B /A6.2 C /A6.2 403 2' -4" x 4' -0" HM A /A6.2 8 /A6.2 C /A6.2 100' -O" � X 100 -0 UPPER LEVEL 303 6' -0" x 9' -8" AL D /A6.2 F /A6.2 G /A6.2 RE: 1O/A9.2 304 5' -0" x 9' -2" AL D /A6.2 F /A6.2 G /A6.2 305 6' -0" x 7' -0" AL E /A6.2 F /A6.2 G /A6.2 307 10' -0" x 17' -0" AL D /A6.2 F /A6.2 G /A6.2 312 27' -11 1/2" x 5-10" AL H /A6.2 H /A6.2 H /A6.2 313 9' -10" x 5' -9" AL H /A6.2 H /A5.2 H /A6.2 403 2' -4" x 4' -0" HM A /A6.2 B /A6.2 C /A6.2 GLAZING GENERAL NOTES: 1. THE SYMBOL T REPRESENTS TEMPERED GLAZING. 2. ALL FRAMES ARE TO BE 2" U.O.N. 3. ALL EXTERIOR WINDOWS TO BE GLAZED WITH 1" INSULATING WITH U VALUE OF 0.55 AND SHGC OF 0.8 UNLESS OTHERWISE NOTED. 4. ALL INTERIOR WINDOWS TO BE GLAZED WITH 1/4" CLEAR GLASS UNLESS OTHERWISE NOTED. r 1 O -' LN \ bb - r � J � 4 q CM � o o� b �i �a 4 o b � 0 h " 27' 11 - ...... -- --- 2 _._ - --- --- ._........... ._ 3 5 2 �� _ .._3 5 2.. -3 -_g 2. - -._ __ .... - - - -- 2 d' co 3t_5n 2n 3t_gn zu • J � 4 q CM � o o� b �i �a 4 o b � 0 h SHEET: F 6) " 27' 11 - ...... -- --- 2 _._ - --- --- ._........... ._ 3 5 2 �� _ .._3 5 2.. -3 -_g 2. - -._ __ .... - - - -- 2 d' co 3t_5n 2n 3t_gn zu i tt3 F k� DOOR Go E--4 I i cQ - w SHEET: F 6) " 27' 11 - ...... -- --- 2 _._ - --- --- ._........... ._ 3 5 2 �� _ .._3 5 2.. -3 -_g 2. - -._ __ .... - - - -- 2 3t_5n 2n -- ------ -... 3t_5n 2n 3t_gn zu F k� DOOR i n TYPE =A5 0l T; T T T SPECIFIED. T T H i 6 s i C1 ..,. t u 100' -O" � X 100 -0 MAIN MAIN F.F. 6 Sim F.F. [ 311 ] 6. ?_ SEE WALL TYPES ----- .. . - - -- -- - HEAD D SCALE: 1 1/2" 1' -0" A6.2 ut-r> =rte F.F. F 312 ] SEE WALL TYPES i Urrr -K F.F. F 3 A B B. c D D. D. E E.1 E.5 0 E. F (g F.5 G - ----------- ------------------------------- ---------- - --__-__-__-__--- --------------- G - --------------- c 18 41.11;�Juv ut E. q( VI 06)(:Dj D.2 LOWER LEVEL RCF PLAN � ` CEILING MATERIALS ~~� Ld � z 0 D 1— C) U) Ld Z) U) L4j 0 Ell EKI Ell LEGEND litil LIGHT FIXTURES MECHANICAL GRILLE EXHAUST FAN GENERAL NOTES. A. COORDINATE ALL CEILING INFORMATION W/ MECHANICAL AND ELECTRICAL DRAWINGS. B. ALL LAY—|N PANEL CEILINGS SHALL COMPLY WITH THE CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION |SOA MANUAL GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES FOR ZONES 3 . AND THE 2000 INTERNAT BUILDING 0ODE, FOR SEISMIC DESIGN CATEGORY V. KEYNOTES 1. STUCCO CANOPY SOFFIT AND CONTROL JOINTS 2' SOFFIT ACCESS DOOR & FRAME. CW/STRUCTURAL 3. LADDER 8: ROOF DOOR HATCH. RE: A9.2-7 4. OUTLINE OF ROOF ABOVE. r v�, �1� ° ~~� � Co [� cc� u ` SHEEP A7 4. 1 co ` � co � �l— 0 SHEEP A7 4. 1 D D.6 E E.1 I I I I I I I I I I \------- - - - - -- ----------------- r /------- - - - - -- ----------------- ------------------ & -------------- Q� ------------------ & ----------------- Q - o ----- - - - - -- / --------- - - - - -- ---------------- a ---------------- a ____o ---------------- s ---------------- 6 ---------------- s CEILING MATERIALS z O w U ` N (L w o V) m F w w z a V v a o w REMARKS z z } z O m o� o Low�� o m o cQ c� z z J r a J V) U= z J U N N 0(1 N Lij O 0 • 0 El /v LEGEND LIGHT FIXTURES MECHANICAL GRILLE EXHAUST FAN GENERAL NOTES: A. COORDINATE ALL CEILING INFORMATION W/ MECHANICAL AND ELECTRICAL DRAWINGS. B. ALL LAY -IN PANEL CEILINGS SHALL COMPLY WITH THE CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA) MANUAL GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES FOR ZONES 3 -4, AND THE 2000 INTERNATIONAL BUILDING CODE, FOR SEISMIC DESIGN CATEGORY V. C#� KEYNOTES 1. STUCCO CANOPY SOFFIT AND CONTROL JOINTS 2• SOFFIT ACCESS DOOR & FRAME. CW /STRUCTURAL 3. LADDER & ROOF DOOR HATCH. RE: A9.2 -7 4. OUTLINE OF ROOF ABOVE. ar w "_ � e O -' v S q 0 a� y\ J Q J � � I O b �2 �o q w " 0 r� ` o • q 0 a� y\ J Q J � � I O b �2 �o q w " 0 r� Ffl SHEET. A ( 1 (0.5 MAIN LEVEL RCP PLAN s , A7 2 SCALE: ` o o� o Low�� o cQ Ffl SHEET. A ( 1 (0.5 MAIN LEVEL RCP PLAN s , A7 2 SCALE: B D D. @ E F F. G Tp p - ___________________ ---------------'--------- ------------- - \`__________________ ------'------------------ (d�) ----------------- - ----------------- ---------------- ---------------- 8 ---------------- CEILING MATERIALS bi It co Ld cn ` REMARKS � EE Ell LEGEND 0 LIGHT FIXTURES mm� 0 0 MECHANICAL GRILLE 0 EXHAUST FAN LL � Qc [� _~ ~ u ~= p~ omm m e OEM GENERAL NOTES: oil WON MENNEN A. COORDINATE ALL CEILING INFORMATION W/ MECHANICAL AND ELECTRICAL DRAWINGS. B. ALL LAY-IN PANEL CEILINGS SHALL COMPLY WITH THE CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION Iloilo MEN ASSOCIATION (CISCA) MANUAL GUIDELINES FOR SEISMIC I_ VESTi�Al ---------- VIEW a ---- --------------------------- ------------------------- ------------- --------- G ____________________ __ ---------------------- ---------------------- ------------------------ '_-_-_-_'_-_-_-_-_-_-_-_-_'_- ------------------------------ ~--- --- --------------------- _- _ _-_'_'_-_-_-_-_'_-_-_'_-__-_ ------------ a ----------------- ____ __ ______________________________________________________________________ A C.1 C. OD D. 2 UPPER LEVEL PLAN r SCALE: 1/8 - 1 IF ASSEMBLIES FOR ZONES . AND THE 2000 INTERNATIONAL BUILDING CODE, FOR SEISMIC DESIGN CATEGORY V. KEYNOTES 1. STUCCO CANOPY SOFFIT AND CONTROL JOINTS 2' SOFFIT ACCESS DOOR 8c FRAME. CWVSTRUCTURAL J. LADDER 8c ROOF DOOR HATCH. RE: A3.2-7 4. OUTLINE OF ROOF ABOVE. SHEET: A7 3 co ` cQ � SHEET: A7 3 F OVERFLOW DRAIN OVERFLOW DRAIN WITH RIM ROOF DRAIN DRAIN 2" ABOVE ROOF DRAIN. ' I I I I � ` � MODIFIED BIT. ROOFING ON RIGID ROOF INSULATION OVER%" oil ROOF SHEATHING. 2 .......... ...... . . . . . . . . . . . . 7. 7r=. 7 . . . . . . . . . CID ....... ..... 0 1 .'.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'.'.'.'.'.'.'. .... .... ................................... SLOPE . . W ................. . * , I ............... ..I '' I N ROOF TRUSSES .............. I ...................... ................................ 0 ® 1-6 2'-0 1 v 6 SECTION 0 24" O.C. P - SLOPE 5'-0 1p ............... ............... 01 x• Fete roor PLAN DETAIL A DETAIL r, ............. ........... SLOPE ... SCALE: 1/2" V-0" SCALE: 1/2'- V-0" Vr_P_MF0Vt - ... . . . . . . , . . . . c SLOPE ... I .... A8.1 TEMPERATURE E SEALANT. APPROPRIATE -WATER TIGHT SHEET METAL A .1 Sim ELASTOMERIC RAIN COLLAR OVERLAPPING 12(ol-611 128'-0' STAINLESS STEEL "AMP, DRAV45AND SEALANT FLASHING COLLAR 5 TO 4 ...... PRE-MOLDED SINGLE -PLY METAL OR GYPSUM LINER IF . . ....... B BY REQUIRED ............. . ...... ........ , . • . • . . . . . . . • . • . . . . . . . . . 1 *.' SPECS I SLOPE z .'. PLAT 4 SCREWS, RE: PLATE * SCREWS, RE: SPECS �. ; ; " " I....... .................... a FOR SPACING OF FASTENERS. OF FASTENERS. ............. I ...... m Poor i tu FOR SPACING HOT-AIR WELDED SEAM. U- HOT-AIR WELDED SEAM. z ............. ........... ............ .... ........... SEAM CAULK. SEAM CAULK. j ...... SINGLE-PLY ROOF MEMBRANE ..... . ............... SINGLE -PLY ROOF ............ ............ SLOPE ... ........... ........... MEMBRANE ........... ....... ......... ........... w MR FOOT ...... ... 11 ....... ....... ........ RIGID INSULATION ......... ............. I RIGID INSULATION .............. x < ........ ... .... ........... .......... ................. -8" . , ... . . . .21-1. . . . •. . •, . . . .,. ' . • , 0 • 2 —ROOF DECK ROOF DECK 6' ........ . ................... ". I. .............. .. .............................. ........................ ... ...... ...... Sim m CONDUIT OR PIPE, �CONDUIT OR PIPE, SLOPE ...... ........... w m Poor SEE MECHANICAL AND SEE MECHANICAL AND • ..... .... ....... .......... ELECTRICAL DRAWINGS ELECTRICAL DRAWINGS FOR TYPE AND LOCATION SLOPE DETA I L FOR TYPE AND LOCATION DETAIL rD ......... .............. ........... .... ......... W PZR FWr ......... m ...... ..... SCALE: 1" 1'-0" SCALE: 1 1'-0" O� & ----------------------- COUNTERFLASHING W/ FASTENERS THROUGH NEOPRENE DISCS AT EACH CORNER AND 16" O.C. MAX CONTINUATION OF DECK WHERE OCCURS —, SLOPE W FM Farr O� & --------------------------- �o - - - - - - - - ------------- '- D D. D. D. MECHANICAL. DUCT THROUGH ROOF-- .......... ..... . \ .. I. . . 1 ......... . . . . I Eb E.1 E.3 E. E. 5 ROOF PLAN P-o" PREFAB CURBS FOR AC UNITS, SEE MECH HOT-AIR WELDED SEAM. SEAM CAULK. SINQLE-PLY ROOF MEMBRANE ANGLE SUPPORT AT FULL PERIMETER OF CURB. RE; STRUCTURAL DETAI L / .­'... SCA . . . I , V �81 0 0 JQ J z N), Ct I Z) o o a� � SHEET: • • co o co 41 c\1 a �:` A � q O VI SHEET: • • 3/4" P. LAM. SPLASH ROOF OR FLOOR ASSEMBLIES. (SEE PLAN) -2'V2=12 FASTENERS AT - 21/2 -12 X\ p 2' -0' O.C. MAX. R'SLIP ;XM�MBER TRAC' OVERSIZED DEFLECTION TRACK • rT� AND DEEP LEG STUD TRACK !h MBER METAL STUDS AS PARALLEL INDICATED ON PLANS. TO FLUTES STANDARD DEFLECTION JOINT SCALE: 1 " =1' A9.1 b� s 1' S _ MOUNTING BRACKET 2 -3/4' SECURED TO THE 1' a -2'V2=12 FASTENERS AT - 21/2 -12 X\ p 2' -0' O.C. MAX. R'SLIP ;XM�MBER TRAC' OVERSIZED DEFLECTION TRACK .� AND DEEP LEG STUD TRACK !h MBER METAL STUDS AS PARALLEL INDICATED ON PLANS. TO FLUTES STANDARD DEFLECTION JOINT SCALE: 1 " =1' A9.1 G o —4'4 iV N d- 0 NI 1 j� I u • 3/4" P. LAM. SPLASH. COUNTERTOP W/ (2) LAYERS 3/4" PARTICLE BOARD W/ PLASTIC LAM. ON ALL EXPOSED SURFACES. -4" WIRE PULL.(TYP) 3/4" PARTICLE BOARD ADJUSTABLE SHELF. 3/4" WOOD VENEER ON ALL 'EXPOSED SURFACES AND EDGES. -SEE FINISH SCHEDULE FOR BASE CONDITIONS. MELAMINE INTERIOR FINISH, (TYP). 19 A9.1 3/4' PARTICLE BOARD ADJUSTABLE SHELF. 3/4" PARTICLE BOARD W/ PLASTIC LAM. ON ALL EXPOSED SURFACES. 4" WIRE PULL. RE: INTERIOR — — �LEVATiONS WOOD BLOCKING AS co REQUIRED. C4 PROVIDE MELAMINE INTERIOR, TYPICAL. WALL CABINET SCALE: 3 /4 " =1' -0" A9.1 /4" P. LAM. SPLASH. OUNTERTOP W/ (2) LAY /4" PARTICLE BOARD W, LASTIC LAM. ON ALL EX URFACES. " WIRE PULL, (TYP). /4" PARTICLE BOARD DJUSTABLE SHELF. /4" PARTICLE BOARD W LASTIC LAMINATE ON ALI XPOSED SURFACES AND DGES. �EE FINISH SCHEDULE Ft ASE CONDITIONS. IELAMINE INTERIOR FINIS TYPICAL. FELLER AREA CABINET 14 SCALE: 3 /4 " =1' -0" A9.1 2' -0° 3/4" P. LAM. SPLASH. COUNTERTOP W/ (2) LAYERS 3/4" PARTICLE BOARD W/ PLASTIC LAM. ON ALL EXPOSED SURFACES. 4" WIRE PULL (TYP). 3/4" PARTICLE BOARD I I _ ADJUSTABLE SHELF. N 3/4" VENEER ON ALL EXPOSED SURFACES AND EDGES. MELAMINE INTERIOR FINISH, ' (TYP). SEE FINISH SCHEDULE FOR d BASE CONDITIONS. TELLER AREA CABINET / SCALE: /4 " =1' -0" A9.1 1 WOOD CAP. RE: SPECS. 1 1/2" 3. 1 1/2" 0. D. STL. 4 MIN. HANDRAIL, PAINTED. WOOD BLOCKING. o (2) - #10 z SCREWS. z 3/8" DIA. THREADED STUD. N o HANDRAIL BRACKET AT 6' -0" O.C. o,L MAX., PAINTED. p 0 00 ih NOT USED 3 HANDR DETA 4 SCALE: ........ ......... .. A9.1 8 CALE : " =1' -0" A9.1 WOOD VENEER COUNTER BEYOND SPACKLE 'L' - -' COUNTERTOP BEYOND. BACKER ROD SEALANTOVEF SHIM. PLASTIC LAMINATE ON (2) 3/4" PARTICLE BOARD. ROUND EDGES WITH 1/2" RADIUS, TYP. PROVIDE(2) 2" GROMMETS AS DIRECTED BY OWNER. MELAMINE ON 3/4" PARTICLE BOARD. AT BACK OF COUNTER. STOREFRONT WINDOW SYS' SEE FLOORPI FOR WALL TYPES. fL. STUD AT JAMB CONDITIONS. 9 WINDOW JAMS (I -LEAD SIM) ............. ............. A9.1 SCAM _ 3 " -1 ` -0" A HARDWOOD EDGE AT PUBLIC SIDE. 3/4" WOOD VENEER FINISH ON ALL SIDES. PLASTIC LAMINATE ON SEMI - RESESSED FIRE (2) 3/4" PARTICLE RE: EXT SPECS CABINET. BOARD. ROUND EDGES WITH 1" INE OF WALL BEYOND. NOT USED 6 SCALE: A9.1 FRAMING TOP CLIP SNAP —ON CLIP HANGER "WIRE - 0 4 —0 O.C. RADIUS, TYP. FIRE EXTINGUISHER PIN "X" AND "Y" (2) 2" GROMMETS AT RE SPECS MEMBERS TOGETHER WITH STRUT TIGHT EACH TELLER _ SE UNIT HANDLE TO CEILING RUNNER STATION.(NP) I PER ADA GUIDELINES AND FRAMING ABOVE MELAMINE ON 3/4" I COMPRESSION PARTICLE BOARD AT STRUT Tp RUNNER BACK SIDE OF ( PROVIDE WOOD BLOCKING AS W 1/ 4 0 M.B, TYP. COUNTER (TYP). REQUIRED. LENG AS REQ D. WOOD VENEER END PANEL. RE: WALL TYPES FOR COMPOSTION. UNDER COUNTER CABINETS PROVIDED BY FELLER COUNTER t 5 INSTALLATION WITH FI EXT I NG. CABI SCALE: ....3 /4 "_' A9.1 MILLWORK SCALE: 7" 11" PLASTIC LAMINATE ON Y" WOOD DIVIDERS HANGER HOLE (2) 3/4" PARTICLE WITH SLOT FOR Ye" PLASTIC LAMINATE ON BOARD. ROUND EDGES PLEXI -GLASS (2) 3/4" PARTICLE WITH 1 /2" RADIUS, 1' -3" BOARD. ROUND EDGES K, 3' -0" TYP. 6 fri WITH 1/2 RADIUS, TYP. x4 I i S I , �I # a � , " N a r" ELEV. 3/4" WOOD VENEER MELAMINE ON 3/4" OVER 2 X 6 STUDS PARTICLE BOARD. AT 0 16" O.C. BACK SIDE OF COUNTER (TYP). �tj — Pm I I TELLER COUNTER 21 SCALE: S4" =1' -0" A9.1 0 WOOD 1/8" THICK END X\ p CAP, ALL JOINTS ;XM�MBER WELDED AND TOTAL GROUND SMOOTH. !h MBER CONT. 1 1/2' 0. D. o STL. PIPE RAIL, 12' -7' RETURN ENDS TO 2 - -1/4' (o WALL. b� s 1' S _ MOUNTING BRACKET 2 -3/4' SECURED TO THE 1' a 20' -2' 1 1/2" HANDRAIL. 3-1/4' MIN. PROVIDE BLOCKING 1 -1/4' IN WALL AS 26' -0" ol� REQUIRED. 4-1/4' FACE OF WALL. 1 1 -1/2' 0 Lo * DIAMETER OF EMT w ' DIAMETER OF EMT En WA2 V DETAI (DRIVE —UP) 11 NOT USED 12 SCALE: 1.._1,_O" A9 1 FRAMING TOP CLIP SNAP —ON CLIP HANGER "WIRE - 0 4 —0 O.C. RADIUS, TYP. FIRE EXTINGUISHER PIN "X" AND "Y" (2) 2" GROMMETS AT RE SPECS MEMBERS TOGETHER WITH STRUT TIGHT EACH TELLER _ SE UNIT HANDLE TO CEILING RUNNER STATION.(NP) I PER ADA GUIDELINES AND FRAMING ABOVE MELAMINE ON 3/4" I COMPRESSION PARTICLE BOARD AT STRUT Tp RUNNER BACK SIDE OF ( PROVIDE WOOD BLOCKING AS W 1/ 4 0 M.B, TYP. COUNTER (TYP). REQUIRED. LENG AS REQ D. WOOD VENEER END PANEL. RE: WALL TYPES FOR COMPOSTION. UNDER COUNTER CABINETS PROVIDED BY FELLER COUNTER t 5 INSTALLATION WITH FI EXT I NG. CABI SCALE: ....3 /4 "_' A9.1 MILLWORK SCALE: 7" 11" PLASTIC LAMINATE ON Y" WOOD DIVIDERS HANGER HOLE (2) 3/4" PARTICLE WITH SLOT FOR Ye" PLASTIC LAMINATE ON BOARD. ROUND EDGES PLEXI -GLASS (2) 3/4" PARTICLE WITH 1 /2" RADIUS, 1' -3" BOARD. ROUND EDGES K, 3' -0" TYP. 6 fri WITH 1/2 RADIUS, TYP. x4 I i S I , �I # a � , " N a r" ELEV. 3/4" WOOD VENEER MELAMINE ON 3/4" OVER 2 X 6 STUDS PARTICLE BOARD. AT 0 16" O.C. BACK SIDE OF COUNTER (TYP). �tj — Pm I I TELLER COUNTER 21 SCALE: S4" =1' -0" A9.1 0 WOOD 1/8" THICK END X\ p CAP, ALL JOINTS ;XM�MBER WELDED AND TOTAL GROUND SMOOTH. !h MBER CONT. 1 1/2' 0. D. o STL. PIPE RAIL, 12' -7' RETURN ENDS TO 2 - -1/4' (o WALL. b� s 1' S _ MOUNTING BRACKET 2 -3/4' SECURED TO THE 1' UNDERSIDE OF 20' -2' 1 1/2" HANDRAIL. 3-1/4' MIN. PROVIDE BLOCKING 1 -1/4' IN WALL AS 26' -0" ol� REQUIRED. 4-1/4' FACE OF WALL. 1 1 -1/2' HAN DRAIL D -1 0 SCALE 1 - '- " A9.1 TELLER WINDOW AND TRANSACTION DRAWER PROVIDED BY OWNER. COORDINATE INSTALLATION WITH EQUIPMENT SUPPLIER. COUNTERTOP BEYOND. WOOD BLOCKING AS REQUIRED. SEE PLANS FOR WALL TYPES. CUSTOMER COUNTER 22 SCALE: �/4 " =1' -0" A9.1 A9.1 PER MANUFACTURER'S WRITTEN RECOMMENDATIONS NOTES: FRAMING 1. IF SNAP -ON CLIP IS USED TOP CLIP IS NOT REQUIRED SNAP -ON CLIP INSTALLATION INSTRUCTIONS me 3 Z MPR�� POST ppYER C0 PR6�p�� Sf FOR �� r o T -BAR NEXT TO HANGER WIRE n AGIUtJST CEILPN°c HAN�JER „WIRE 14 x 2 �; STEP 2 R p�� ; . N . SCREA �rGVIN a CUP IF TOP CUP IS N N � INS TM IINNTEAD FA5n:NERG WITH MECNANICAL 0 U COMPRESSION STRUT SCHEDULE COMPRESSION STRUT SCHEDULE BOTTOM OF TEE ADJUSTABLE SEISMIC STRUT 1 7 A9.1 SCALE NOT USED r23 SCALE. 1 2 " =1' -0" A9.1 CLIP TO HA FULL BEARING ON STRUqT. MEMBERS. FASTEN PER MFR. S WRITTEN �� RECOMMENDATIONS TOP CLIP MEMBER E.M.T. PIPING MEMBER X PIN "X" AND "Y" MEMBERS TIGHT TO CEILING RUNNER COMPFES, ION POST. INSTALL ® 12 —0 O.C. 4' —Q; M AX FROM WALL W/ 1/4 N M. B. j TO MAIN RUNNER SUSPENDED CEILING RUNNER OR FRAMING MEMBER 0 r. .1 J � Q 22 cO I cts o� ni I O 0 TTOTAL ;XM�MBER • MBER TOTAL MBER !h MBER 4' -0” 1/2' 3/4" 12' -7' 2'12' 2 - -1/4' 5' -2' 3/4" 1' 16' -6' 2 -1/2' 2 -3/4' 6' -6' 1' 1-1/4' 20' -2' 3' 3-1/4' 8' -6" 1 -1/4' 1 -1/2' 26' -0" 4" 4-1/4' 9' -10" 1 1 -1/2' 1 -3/4' Lo * DIAMETER OF EMT ' DIAMETER OF EMT ADJUSTABLE SEISMIC STRUT 1 7 A9.1 SCALE NOT USED r23 SCALE. 1 2 " =1' -0" A9.1 CLIP TO HA FULL BEARING ON STRUqT. MEMBERS. FASTEN PER MFR. S WRITTEN �� RECOMMENDATIONS TOP CLIP MEMBER E.M.T. PIPING MEMBER X PIN "X" AND "Y" MEMBERS TIGHT TO CEILING RUNNER COMPFES, ION POST. INSTALL ® 12 —0 O.C. 4' —Q; M AX FROM WALL W/ 1/4 N M. B. j TO MAIN RUNNER SUSPENDED CEILING RUNNER OR FRAMING MEMBER 0 r. .1 J � Q 22 cO I cts o� ni I O 0 SHEET: 2' -0" COUNTER TOP W/ (2) LAYERS 3/4" PARTICLE BOARD W/ PLASTIC LAM. ON ALL " EXPOSED SURFACES. WOOD BLOCKING AS REQUIRED. WALL BRACKET W/ 3/4" PARTICLE BOARD o N W/ PLASTIC LAMINATE i ON ALL EXPOSED `-4 SURFACES. SEE PLAN FOR WALL TYPES. WORK COUNTER r2 SCALE: X4,._1,- _0,,._. A9.1 ACOUSTICAL CEILING RE: PLANS MTL. FRAMING AT 16" O.C. SECURED TO DECKING ABOVE. PROVIDE ALTERNATE DIAGONAL BRACING AT 48" O.C. MAX. EXTEND GYP. BD. 6" ABOVE FINISHED /ADJACENT CEILING PLANE CORNER BEAD (TYP.) SOFFIT DETAIL r7 SCALE: X " -1' -0" A9.1 - 3/4" P. LAM. SPLASH. COUNTERTOP W/ (2) LAYERS 3/4" PARTICLE BOARD W/ PLASTIC LAM. ON ALL EXPOSED SURFACES. o 3/4" PARTICLE BOARD ADJUSTABLE SHELF. C -4 3/4" PARTICLE BOARD W/ PLASTIC LAMINATE ON ALL EXPOSED SURFACES AND EDGES. MELAMINE INTERIOR FINISH, (TYP). SEE FINISH SCHEDULE FOR BASE CONDITIONS. OPEN SASE CABINET/,31 SCALE: A9.1 A9.1 J fUVnI'i ACCESS. FELLER COU TER SCALE: S4" -1' -0" O v v-4 0 Lo En SHEET: 2' -0" COUNTER TOP W/ (2) LAYERS 3/4" PARTICLE BOARD W/ PLASTIC LAM. ON ALL " EXPOSED SURFACES. WOOD BLOCKING AS REQUIRED. WALL BRACKET W/ 3/4" PARTICLE BOARD o N W/ PLASTIC LAMINATE i ON ALL EXPOSED `-4 SURFACES. SEE PLAN FOR WALL TYPES. WORK COUNTER r2 SCALE: X4,._1,- _0,,._. A9.1 ACOUSTICAL CEILING RE: PLANS MTL. FRAMING AT 16" O.C. SECURED TO DECKING ABOVE. PROVIDE ALTERNATE DIAGONAL BRACING AT 48" O.C. MAX. EXTEND GYP. BD. 6" ABOVE FINISHED /ADJACENT CEILING PLANE CORNER BEAD (TYP.) SOFFIT DETAIL r7 SCALE: X " -1' -0" A9.1 - 3/4" P. LAM. SPLASH. COUNTERTOP W/ (2) LAYERS 3/4" PARTICLE BOARD W/ PLASTIC LAM. ON ALL EXPOSED SURFACES. o 3/4" PARTICLE BOARD ADJUSTABLE SHELF. C -4 3/4" PARTICLE BOARD W/ PLASTIC LAMINATE ON ALL EXPOSED SURFACES AND EDGES. MELAMINE INTERIOR FINISH, (TYP). SEE FINISH SCHEDULE FOR BASE CONDITIONS. OPEN SASE CABINET/,31 SCALE: A9.1 A9.1 J fUVnI'i ACCESS. FELLER COU TER SCALE: S4" -1' -0" E MEMBRANE FLASHNM EXT. GYP. SHEATHING. COPING DETAIL 1 SCALE: 1"=V-0" A9.2 COMMON BOND COURSING RE: ELEVATIONS EXTEND BRICK FOR QUOINS AS SHOWN ON ELEVATIONS TELESCOPING SAFETY POST. 4 COURSES CONCRETE /MASONRY ACCENT RE: SPEC " V-4" CLEAR PRIME AN PAINT EE3 Ell L RE�: D SPECS r4 3/8 X 2' S TEEL SIDE RAILS I" DIAM. STEEL RUNGS THROUGH SIDE RAILS AND WELD 12" O.C. MAX. X 3" h f; ED T%L ff KUS NOTE: ALL EDGES c AND BE GROUND NOT USED 10 SCALE: PRE - FINISHED OPING r ANDARDS. 130' 0 ­­_ _ . H.p. RACE 113' -O' ROOF ACCESS LADDER 8 SCALE: 3/8 " =1' -0" A9.2 CUT UNIT OF CONCRETE MASONRY VENEER PROTRUDE 1' AS SHOWN CONCRETE MASONRY RUNNING BOND COMMON WATER MARK DETAIL r13 SCALE: 1"=V-0" A9.2 ACCENT DETAI rl 4 SCALE: 1 " =i' -0" .._ ........... A9.2 SCREEN DETAIL 15 SCALE: 3/4' =1' -0" A9.2 WALL bA5t 4 SCALE: 1"=V-0" kZL. 2 — CONCRETE /MASONRY KEYSTONE ACCENT (FIZE IS APPROXIMATE) SCALE: 3/8" =1' —I PRE- FlNISHED SHEET METAL COPING MEMBRANE FLASHING - ADHERED TO PARAPET EXTEND INSULATION 1: ABOVE ROOF PLAN WOOD BLOCK SEAM CAULK —� SEE SCHEDULE FOR WINDOW TYPES CONCRETE /MASONRY SILL SIA � — _ 119' -5 318"A : N " "^ ' CONCRETE /STONE `r^ 4 ' ' ACCENT .; fK %,yt•,. / t EFS OVER GYP. BO. ` r SHEATHING i COLOR 'A' RE: SPECS. • 1 "141 • . r ^ rte :':h. •,r:.a ^ r• MEDALLION DETAIL 11 SCALE: 3/4' =1' -0" A9.2 4 � CONTINUOUS WOOD BLOCKING. — EXTEND MEMBRANE INTO GUTTER BOX AND ADHERE AS SHOWN, COPING DETAIL 16 SCALE: 1"=V-0" A9,2 GUTTER DETAIL rl 7 SCALE: 1"=V-0" A9.2 CONCRETE MASONARY VENEER KEYSTONE. 124' -4" +/- RE: ELEVATIONS BACKER ROD AND SEALANT BOTH SIDES. JAMB BEYOND. ALUM. STOREFRONT WINDOW SYSTEM. UPPER WINDOW HEAD SCALE: V=V-0" A9,2 SLOPE Yt" PER f2' 1'x }' RELIEF JOINT. PROVIDE DRIP STOP PER MANUFACTURERS RECOMMENDATIONS CANOPY ASSEMBLY 12 SCALE: 3/4" =1' -0" A9.2 _ 1 09' -0' RE ELEVATIONS 54 6" E.I.F.S. DETAIL 18 SCALE: 1"=V-0" A9.2 CANOPI LOOSE RE: STF TE MASONARY W ROOF T DRIES. RE CIVIL. — . — , 100'-0 , � ME40 FLASHING 4D WEEP HOLES 0 I' O.C. CONCRETE SLAB ON STEEL RARE. RE: CIVIL WALL bA5t 4 SCALE: 1"=V-0" kZL. 2 — CONCRETE /MASONRY KEYSTONE ACCENT (FIZE IS APPROXIMATE) SCALE: 3/8" =1' —I PRE- FlNISHED SHEET METAL COPING MEMBRANE FLASHING - ADHERED TO PARAPET EXTEND INSULATION 1: ABOVE ROOF PLAN WOOD BLOCK SEAM CAULK —� SEE SCHEDULE FOR WINDOW TYPES CONCRETE /MASONRY SILL SIA � — _ 119' -5 318"A : N " "^ ' CONCRETE /STONE `r^ 4 ' ' ACCENT .; fK %,yt•,. / t EFS OVER GYP. BO. ` r SHEATHING i COLOR 'A' RE: SPECS. • 1 "141 • . r ^ rte :':h. •,r:.a ^ r• MEDALLION DETAIL 11 SCALE: 3/4' =1' -0" A9.2 4 � CONTINUOUS WOOD BLOCKING. — EXTEND MEMBRANE INTO GUTTER BOX AND ADHERE AS SHOWN, COPING DETAIL 16 SCALE: 1"=V-0" A9,2 GUTTER DETAIL rl 7 SCALE: 1"=V-0" A9.2 CONCRETE MASONARY VENEER KEYSTONE. 124' -4" +/- RE: ELEVATIONS BACKER ROD AND SEALANT BOTH SIDES. JAMB BEYOND. ALUM. STOREFRONT WINDOW SYSTEM. UPPER WINDOW HEAD SCALE: V=V-0" A9,2 SLOPE Yt" PER f2' 1'x }' RELIEF JOINT. PROVIDE DRIP STOP PER MANUFACTURERS RECOMMENDATIONS CANOPY ASSEMBLY 12 SCALE: 3/4" =1' -0" A9.2 _ 1 09' -0' RE ELEVATIONS 54 6" E.I.F.S. DETAIL 18 SCALE: 1"=V-0" A9.2 0 I W rl v � � aC7 A 1 CIZ p v O 0 z 0 z �D SHEET.• A9.2 JAMB BEYOND. m v ALUM. S 0REFRONT WINDOW SYSTEM. BACKER ROD AND SEALANT BOTH SIDES. CONCRETE MASONARY SILL FLASHING AND WEEP HOLES 0 24' O.C. LOOSE STEEL UNTEL RE: STRUCTURAL T.0, WI ro. wINDOw CONCRETE MASONARY SILL BACKER ROD do SEALANT EA. SIDE ALUM, STOREFRONT WINDOW SYSTEM. JAMB BEYOND. WINDOW HEAD 3 SCALE: 1"=V-0" A9.2 NOT USED 9 SCALE: A9.2 I 1� 1 MIN.) -- PROMDE EJ.F.S COPING AS SNOWN z PROVIDE i' E.LFS INSULATION TO INTERIOR WALL FACE PROVIDE • u • TYPE FLASHING AT WALL BASE. TERMINATE E•I.F.S. PER MANUFACTURERS STANDARD DETMLS 4' STEEL.. TUBE POST RE: STRUCTURAL ADHERED MEMBRANE FLASHING ROMAN ARCH W /KEYSTONE. LAYOUT BRICK UNITS TO MAINTAIN MAXIMUM N0, OF FULL UNITS WITH EQUAL MORTAR JOINTS. _•— ._ ROOF TRUSS. RE: STRUCTURAL MTL FRAME COUNG STRUCTURE 0 16' O.C. WITH r EXT. GYP. SHEATHING AND 1' E.I.F.S. RE: CEILING PLAN FOR CANOPY CONNECTION 5 SCALE: 1 " =1' -0" A9.2 SCALE: 1"=V-0" A9.2 MAS'Y E.I.F.S. ACCENT W rl O cv z 0 z �D SHEET.• A9.2 JAMB BEYOND. m v ALUM. S 0REFRONT WINDOW SYSTEM. BACKER ROD AND SEALANT BOTH SIDES. CONCRETE MASONARY SILL FLASHING AND WEEP HOLES 0 24' O.C. LOOSE STEEL UNTEL RE: STRUCTURAL T.0, WI ro. wINDOw CONCRETE MASONARY SILL BACKER ROD do SEALANT EA. SIDE ALUM, STOREFRONT WINDOW SYSTEM. JAMB BEYOND. WINDOW HEAD 3 SCALE: 1"=V-0" A9.2 NOT USED 9 SCALE: A9.2 I 1� 1 MIN.) -- PROMDE EJ.F.S COPING AS SNOWN z PROVIDE i' E.LFS INSULATION TO INTERIOR WALL FACE PROVIDE • u • TYPE FLASHING AT WALL BASE. TERMINATE E•I.F.S. PER MANUFACTURERS STANDARD DETMLS 4' STEEL.. TUBE POST RE: STRUCTURAL ADHERED MEMBRANE FLASHING ROMAN ARCH W /KEYSTONE. LAYOUT BRICK UNITS TO MAINTAIN MAXIMUM N0, OF FULL UNITS WITH EQUAL MORTAR JOINTS. _•— ._ ROOF TRUSS. RE: STRUCTURAL MTL FRAME COUNG STRUCTURE 0 16' O.C. WITH r EXT. GYP. SHEATHING AND 1' E.I.F.S. RE: CEILING PLAN FOR CANOPY CONNECTION 5 SCALE: 1 " =1' -0" A9.2 SCALE: 1"=V-0" A9.2 MAS'Y E.I.F.S. ACCENT ROOM FINISH SCHEDULE AREA FLOOR BASE WALLS CEILING CLG. HT. NO. NAME NORTH EAST SOUTH WEST J V) W u u u u !! ■ .11 0 0- 0 w 0 � Of W Z Q Z Q CL Q m !. �•- �■■■■o■■■■■ a m >- Q m ■■■ ■■ a m 1313■■ �- ■■■■■■o a J J ■■ ■ ■■o ■■ ■ ■■■ ■o ■ ■■■: �y ! • • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� U Z ■ ■o H 1313 ■ ■ ■o ■ ■ ■ ■ ■� ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� Z Q f O U Q O U Q O U Q F O N (/) 0 I O 0 o Z W LL W >- z_ z o L11 a_ z o a z o CL z !• ��� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� z ■ ■o 1313 ■ ■ ■o ■ ■ ■ ■ ■o ■ ■ ■ ■ ■o ■ ■ ■ ■ ■ ■ ■ ■o ■ ■ ■� 0 W !•. ■■■■ Cl D a■■■■■ U Q)- 0- o■■ o ■■■■■o■■ W (� r Q U: ■ ■ ■o ■ ■■■■o■■■■ W U (n Q Q d W U to ■■�■o■■■� Q Q o- L U N a < a- W U Q Z Z n ' Q >- J_ r Q �- Z p U W Z _J r Z _J r Z _J r Z _J r Z 0 U Z Z > U g U V) W 0= W Q V) U (n p W U_ Q U (n p W U Q U (n p W U Q U (n 0 W Q U U Q Q W O U (n r W � r W U W > x D W x W x W � W QY _U W J J Z W p W W J O W 2 O U W U> O p J 0 0 J 0 0 J 0 0 I�IC� - • ■ o■■■■■■■■■■■■ O N d- r 0 v■ x ■ ■■■o■■■■■o■ W W X ■ ■■■o■■■■■ W x x W ■■■ ■■ ■■ X • S IN W x x (n Z W U (= U U > ( d d' �t m (f wwx t- U > � F- U > ( ~ U > W I- U . , - - -■■■■■■■ N N (Ln CL o■■■■■ Ln UPPER LEVEL CONTINUED 226 CHIEF MARKETING OF. o■■■■■ ■■■■■■o■■■■ • • ■ ■■■�■■■oo■■■■ • • • . �...,, o■■■■■■■■■■■■■■ • 9' -0" 227 WORK AREA ® ■■■■o■■■■■o■ • • ■■■■o■■■■■■■■■■■■•, • • • • 9' -0" 228 CLASSROOM • • • ® ® ® • 4 •• 31 ■■ ® ■■ ■■ D■■■■■ 9' - 0 " 229 CIRCULATION AREA • D ■■■■ ■ ■ ■ ■ ■ ■ ■o ■ ■ ■ ■ ■D ■ ■ ■ ■ ■ ■ ■ ■ ■■■■� • - ■■o■■■■■■ • ■■■■ 9' -0" 230 ■ ■o ■■■ ■moo■ • ■ ■■ ■o■■■ • ■ ■v■■■■■■ • ® ■ ■ ■■■ 4 ■•. ® - ■ 111 ■■■■■■■ �4 • ® ■■■■■■o■ 9' -0" 1313 ■ ■D ■ ■ ■ ■ ■o ■ ■ ■ ■ ■o ■ ■ ■ ■ ■ ■ ■■■■■ ■•. � _ 1313■ o■■■■■■■■■ o■ ■ ■� ■o■■■■■o■■■■■o■ ■■�■■■ ■■■■ ■•. �� v■■ ■�■■o■■■■■ ■■ 1313■■ ■■■■■■o ■■■■■o■■■■■■■■■■■■a■ ®mom- -•• ■■o■■■■■o■■■■■o■■■■ ■■■■■■■■■■■■o■■■■■■o■■■■•. ��- 1 ■ ■ ■ ■ ■ ■ ■�■■■■■ ■■ 1313 ■ ■o ■ ■ ■ ■ ■o ■ ■ ■ ■ ■D ■ ■■ ■■■ ■■■■■■•. ®�• o■■■■■ ■o■ ■ ■■■o■ 1313 ■■o ■■ ■ ■■o■■■■■o■■■■■o■■■■ ■ ■•. �m� o■ ■■ ■■ ■o■ ■ ■ ■ ■o■ 1313■ ■ ■ ■■■■■o■■■■■ ■ ■ ■■■■o■■ ■ ■ ■ ■•. �IC - • - o■■■■■■o ■ ■■■■o■ ■■■■ 1313■ ■■■■■■■■■■■■■■■■■■■■ • , ® •- i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■o ■ ■ ■ ■■ 1313■ ■� ■ ■ ■ ■ ■o ■ ■ ■ ■ ■ ■� ■ ■ ■ ■ ■•. ■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■NONE ��� -- 1313■■■■ ■o ■■■■■o■ ■■�■o ■ ■■■■o■■■■■ ■■���■a■■■■■• �• -- o■■■■■■o■■■■■o■■■■■ ■■■■■o■■■■■ ■■■■■■o■■■■■• ,.., .. o■■■■■■o■■■■■■■■■■■o■■■■■a■ ■1313 ■�■■■ ■■■■■■ ■•, - - a■■■■■■o■■■■■o■■■■■ ■■■■■■o■ ■■■ ■■■■■■■■■■■■ • , ME ® ■•. ■■o■■■■■■■■■o■o■■■■ ■o■■■■ ■o■ ■■o■■■■■o■■■■■■• ��.-■ o■■■■■■ o■■■■■ o■ ■■■■o■■■■■o■■■■■o■■■■■■o■■■■■• ®a��1'•�0■■■■■ o ■■ ■■■o■ 1313■■ ■■■■■■o ■ ■■■■ ■■■■■■ ■■■■■■■• o■■■■■ 130=00 000000130000■o0000013■■■■■■13000■■ • . ®[� I■■■■■■■■■■■■ ■o■■■■ ■o■■■■ ■o■■ 0013■■■■ ■C1■■■■■■ • , �- ... -, ■■■■■■■o■■■■ ■o■■■■ ■o■■■ ■■o■■ ■■o■■■■■■o■■■■■•. �- m■■■ ■■■■■■■o■■■■■o ■ ■■■ ■o ■ ■ ■ ■■ ■■ ■■■o■■■■■ ■o■■■■■• ■ �III�130MENME130000ME300MMM[300MEN1300=013000MME3MOSEEN1101 ®■�� •- o■■■■■■o■■■■■o■■■■■o■■■■■o■■■■ o■■■E■■■■■■■■• ■■■■■M■■ ■■■■■■■ ROOM FINISH SCHEDULE AREA FLOOR BASE WALLS CEILING CLG. HT. NO. NAME NORTH EAST SOUTH WEST J V) W 0 0- 0 w 0 � Of W Z Q Z Q CL Q m a m >- Q m >- a m �- a J J r �y U U Z U Z H U Z U U t O E- J I- O U Z Q f O U Q O U Q O U Q F O N (/) 0 I O 0 o Z W LL W >- z_ z o L11 a_ z o a z o CL z o L a z O ) O () m z Z J W 0 X Q m m W 0 Z r O 0 � Z r O 0 w Z r O 0 W Z r O Cl D U Q U Q)- 0- 0� w W (� r Q U: F W Q Q CL W U (n Q Q d W U to Q Q o- L U N a < a- W U Q Z Z n ' Q >- J_ r Q �- Z p U W Z _J r Z _J r Z _J r Z _J r Z 0 U Z Z > U g U V) W 0= W Q V) U (n p W U_ Q U (n p W U Q U (n p W U Q U (n 0 W Q U U Q Q W O U (n r W � r W U W > x D W x W x W � W QY _U W J J Z W p W W J O W 2 O U W U> O p J 0 0 J 0 0 J 0 0 J O N d- r 0 W x c >- W W X W x x W x W X X W x x (n Z W U (= U U > ( d d' �t m (f wwx t- U > � F- U > ( ~ U > W I- U > N N (Ln CL Ln UPPER LEVEL CONTINUED 226 CHIEF MARKETING OF. • • • • • • • 9' -0" 227 WORK AREA ® • • • • • • 9' -0" 228 CLASSROOM • • • ® ® ® • 4 ® ® • ® 9' - 0 " 229 CIRCULATION AREA • • • 9' -0" 230 BOARD ROOM • • • 4 • ® • 4 • �4 • ® 9' -0" GENERAL STRUCTURAL NOTES GENERAL REQUIREMENTS FOUNDATION CONT: CONCRETE REINFORCING STEEL CONT: MASONRY VENEER ANCHOR TIES DRAWINGS SLAB ON GRADE MATERIAL PLACE AND DETAIL STONE /MASONRY VENEER ANCHOR TIES SHALL BE ONE OF THE FOLLOWING BY THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND SUPPORT PER THE GEOTECHNICAL RECOMMENDATIONS. MINIMUM 28 DAY COMPRESSIVE STRENGTH ALL BARS SHALL BE DETAILED AND PLACED PER CRSI SPECIFICATIONS AND HOHMANN & BARNARD OR EQUAL. COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE NOT INDICATE THAT THE SHOP DRAWINGS ARE CORRECT OR COMPLETE. RESPONSIBILITY FOR 36 HANDBOOK. DOWEL ALL VERT REINFORCING TO FOUNDATION, SECURELY TIE • 315 -BT FLEXIBLE DOVETAIL BRICK TIE W/ SEISMIC CLIP INTERLOCKING STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT FOLLOW ACI 302.1 RECOMMENDATIONS FOR PLACING CONCRETE, CURING, SLAB ON GRADE, FOOTINGS, AND WALLS ...... 3000 PSI (DESIGNED FOR 25DD) ALL BARS IN LOCATION BEFORE PLACING CONCRETE. SYSTEM THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND /OR AND QUALITY CONTROL. 46 KSI HIGH STRENGTH BOLTS WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND TO THE BEST OF HIS KNOWLEDGE, IN CONFORMANCE W/ THE PLANS, MAXIMUM W/C RATIO ............. ...........................0.50 STEEL JOISTS /JOIST GIRDERS • DW -10 -X SEISMIC ANCHOR W/ SEISMIC CLIP INTERLOCKING SYSTEM REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE, AS NOT EVERY BACKFILL -- JOIST DESIGN INSTALLATION: CONDITION OR ELEMENT IS OR CAN BE EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS ( ) BACKFILL SHALL NOT BE PLACED AGAINST EXTERIOR WALLS UNTIL THE • • - - - • • • • - • • • � • - � � � • � � � CONCRETE SLUMP........ ...4 INCHES ALL JOISTS SHALL BE DESIGNED, FABRICATED, WELDED AND ERECTED IN MAXIMUM SPACING SHALL BE 16" O.C. HORIZONTAL AND VERTICAL UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD INTERIOR FLOOR SYSTEM CAN ADEQUATELY BRACE THE WALL, -- ACCORDANCE WITH THE LATEST EDITION OF THE "STANDARD SPECIFICATIONS' ANCHOR BOLTS (ANCHOR RODS) PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. WALL STUD BRIDGING AS RECOMMENDED BY THE STUD MFR SHALL BE MINIMUM SACKS OF TYPE II CEMENT PER CUBIC YARD .............5.75 OF THE STEEL JOIST INSTITUTE, LIVE LOAD DEFLECTIONS SHALL BE LIMITED PROVIDE CONTINUOUS HORIZONTAL GALVANIZED #9 WIRE IN CENTER THIRD (W/ WELDABILITY BACKFILL AND RECOMPACT ALL TRENCHES PER THE GEOTECHNICAL REPORT W FOR AMERICAN WELDING SOCIETY (AWS) AND THE AISC TO SPAN /360. ALL JOISTS AND JOIST GIRDERS SHALL BE CAMBERED FOR OF MORTAR JOINTS AT 16" O.C.. ENGAGE #9 WIRE WITH ALL ANCHOR TIES. MISCELLANEOUS ITEMS (MIN 90% DRY DENSITY) AIR ENTRAINMENT ...........................6% AT EXTERIOR CONCRETE THE DESIGN DEAD LOAD. MANUFACTURER SHALL ADD ADDITIONAL WEB MACHINE BOLTS CALCULATION AND DESIGN OF MISCELLANEOUS NON- STRUCTURAL ITEMS, SUCH AS STAIRS, PSF 3% AT INTERIOR CONCRETE BASIS FOR DESIGN WHEN STUDS ARE USED FOR BACKUP SUPPORT, STUDS SHALL BE SPACED RAILINGS, NON- STRUCTURAL WALLS AND PREFABRICATED STRUCTURAL ITEMS, SUCH AS DRAINAGE -- MANUFACTURER SHALL ADD ADDITIONAL WEB MEMBERS AS REQUIRED AND AT 16" O.C.• MAXIMUM SPACING OF STUD BACKUPS SHALL BE 16" O.C.. FLOOR AND ROOF TRUSSES, ARE NOT INCLUDED AND ARE TO BE PROVIDED BY OTHERS PROVIDE ADEQUATE DRAINAGE AWAY FROM THE STRUCTURE BATCHING, MIXING, AND TRANSPORTING ADJUST CHORD AND WEB SIZES ACCORDINGLY, BUT SHALL NOT ALTER DEPTH STUDS SHALL BE COVERED WITH 112" SHEATHING AND APPROVED PAPER. UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS, NTS BATCHING, MIXING, AND TRANSPORTING CONCRETE SHALL BE PER OF JOISTS WITHOUT APPROVAL OF THE ARCHITECT. DESIGN CALCULATIONS ON CENTER OPP NAILING, BOLTING, ANCHORING AND OTHER FASTENING ACI 304R SHALL INCLUDE SUPERIMPOSED LOADS FROM MECHANICAL, ELECTRICAL, CONSTRUCTION JOINTS IN MASONRY VENEER WALLS SHALL BE PROVIDED CONSTRUCTION MEANS AND METHODS STRUCTURAL STEEL SEISMIC - FORCE- RESISTING SYSTEM, INCLUDING DRAG PLUMBING, AND OTHER ROOF- SUPPORTED EQUIPMENT. VERIFY SIZE, WEIGHT AS PER THE ARCHITECTURAL DRAWINGS, AND SHALL BE SPACED AT A THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE REQUIRED CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND AND LOCATION OF EQUIPMENT WITH ARCHITECTURAL, MECHANICAL, PLUMBING MAXIMUM OF 30' -0" O.C. FOR BRICK VENEER AND A MAXIMUM OF 15' -0" METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR GENERAL APPROVED BY THE ENGINEER OF RECORD AND ELECTRICAL DRAWINGS. O.C. FOR MASONRY BLOCK VENEER, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. IT SHALL DESIGN, FABRICATION AND ERECTION OF STRUCTURAL AND MISCELLANEOUS TO PLACEMENT PROCEDURES AND EMBEDMENT DEPTH IN TOC BE THE CONTRACTOR'S RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, STEEL SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF THE ALL CONCRETE SHALL BE REGULAR WEIGHT OF 145 POUNDS PER CUBIC TOF MFR SPECS AND RECOMMENDATIONS BRACING, FORM -WORK, ETC... AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AS CONTAINED IN THE AISC FOOT USING HARD ROCK AGGREGATES CONFORMING TO ASTM C33 MANUFACTURER SHALL DESIGN JOIST AND JOIST GIRDERS IN ACCORDANCE TOS (INCLUDING UTILITIES) DURING CONSTRUCTION, CONSTRUCTION MATERIALS SHALL BE PLACED MANUAL OF STEEL CONSTRUCTION ", NINTH EDITION. TOP OF WALL WITH THE U.L. DESIGN REQUIREMENTS IN ORDER TO ACHIEVE THE FIRE INSPECTIONS ON THE STRUCTURE SUCH THAT THE DESIGN LOADS ARE NOT EXCEEDED. THAT DESIGN LIVE UNIFORM BUILDING CODE PORTLAND CEMENT SHALL CONFORM TO ACI 318 CHAPTER 3.2 RATING SPECIFIED IN ARCHITECTURAL DRAWINGS. VERT LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED, MEMBERS STRUCTURAL STEEL SHALL CONFORM WITH THE FOLLOWING ASTM WIDE FLANGE STEEL JOIST AND GIRDERS SHALL BE DESIGNED FOR AN UPLIFT PRESSURE SPECIAL INSPECTION INDEPENDENT OF THE CONTRACTOR, ARCHITECT, AND W/O WITHOUT NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING OF 12 PSF DUE TO WIND. ENGINEER OF RECORD SHALL BE PROVIDED BY OWNER ACCORDING TO IBC DIMENSIONS, INSERTS AND OPENINGS STANDARDS AND MATERIAL PROPERTIES. AND CONCRETE PLACEMENT, UNLESS APPROVED BY THE ENGINEER OF CHAPTER 17. SITE OBSERVATINS PERFORMED BY THE ENGINEER OF RECORD 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 VARIATION 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. MEMBER DESIGNATION ALL STEEL JOISTS, GIRDERS OR BEAMS SHALL BEAR AT A PANEL POINT, GRADE fi) W SHAPE AND STRUCTURAL TEE ASTM A992 GRADE 50 50 KSI CHANNELS, TEES AND ANGLES ASTM A36 CONFORMANCE W/ THE CONTRACT DOCUMENTS, NOT THE SHOP DRAWINGS 36 KSI BARS AND PLATES ASTM A36 NOT INDICATE THAT THE SHOP DRAWINGS ARE CORRECT OR COMPLETE. RESPONSIBILITY FOR 36 KSI HSS (ROUND PIPE) ASTM A500 (GRADE B) 42 KSI HSS (RECTANGLE TUBE) ASTM A500 (GRADE B) 46 KSI HIGH STRENGTH BOLTS ASTM A325 -N TO THE BEST OF HIS KNOWLEDGE, IN CONFORMANCE W/ THE PLANS, -- THE BUILDING OFFICIAL AND CONTRACTOR AS COMPETENT TO COMPLETE NUTS ASTM A563 PLACING OF -- INSTALLATIONS, REMOVE THE INTERFERING CROSS BRIDGING ELEMENTS HARDENED STEEL WASHERS ASTM F436 CONCRETE BY MEANS OF PUMPING SHALL BE PER ACI -- WORK: LOAD INDICATOR WASHER ASTM F959 HORIZONTAL ANGLES AT TOP AND BOTTOM CHORDS. -- 304.2R ANCHOR BOLTS (ANCHOR RODS) ASTM F1554 WALL STUD BRIDGING AS RECOMMENDED BY THE STUD MFR SHALL BE 36 KSI 20% (W/ WELDABILITY ENGINEERING STRUCTURAL SOLUTIONS' RECORDS. W FOR AMERICAN WELDING SOCIETY (AWS) AND THE AISC CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE AND STUD ROTATIONS WALLS 8' -0" AND SHORTER SHALL HAVE A SINGLE SUPPLEMENT 51) THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL ". WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD ROW OF BRIDGING AT MID - HEIGHT. IN ADDITION, BRIDGING SHALL BE MACHINE BOLTS ASTM A307 PSF -- BASIS FOR DESIGN HEADED STUDS ASTM A108 (TYPE B) -- LATERAL EARTH PRESSURE CANTILEVERED RETAINING THREADED ROD ASTM A36 36 INCHES 36 KSI OTHER STRUCTURAL STEEL ASTM A36 NTS 36 KSI RECORD OR AUTHORIZED TESTING AGENCY ALL STEEL JOISTS, GIRDERS OR BEAMS SHALL BEAR AT A PANEL POINT, DOES NOT CONSTITUTE AN INSPECTION AS DETERMINED BY THE BUILDING SHOP DRAWINGS A706 JOISTS OR BEAMS SHALL BE EQUALLY SPACED BETWEEN COLUMN LINES OFFICIAL. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR WATER SHALL NOT BE ADDED AT THE JOB SITE SUCH THAT THE MAXIMUM CONSOLIDATION CONFORMANCE W/ THE CONTRACT DOCUMENTS, NOT THE SHOP DRAWINGS W/C RATIO IS EXCEEDED UNLESS NOTED OTHERWISE ON PLANS. THE SPECIAL INSPECTOR SHALL SEND REPORTS TO THE OWNER, THE NOT INDICATE THAT THE SHOP DRAWINGS ARE CORRECT OR COMPLETE. RESPONSIBILITY FOR SIZES AND LOCATIONS, CONNECTION DETAILS, GRADE AND ERECTION INSTALLATION BUILDING OFFICIAL, THE ARCHITECT, THE ENGINEER, AND CONTRACTOR FOR FORM WORK PROCEDURES CONFORMING TO AISC SPECIFICATIONS. MANUFACTURER SHALL PROVIDE BRIDGING AS REQUIRED PER SJI CORRECTION. THE SPECIAL INSPECTOR SHALL SUMBIT A BI- WEEKLY AND A FORM WORK SHALL BE PER ACI 347R SPECIFICATIONS. WHERE BOTTOM CHORD WELD IS INDICATED ON DRAWINGS, FINAL SIGNED REPORT STATING THAT THE SPECIAL INSPECTION WORK WAS, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS SPECIFICALLY FABRICATORS SHALL BE PRE - QUALIFIED, APPROVED AND RECOGNIZED BY DO NOT WELD BOTTOM CHORD TO JOIST SUPPORT UNTIL FULL DEAD LOAD TO THE BEST OF HIS KNOWLEDGE, IN CONFORMANCE W/ THE PLANS, PLACING THE BUILDING OFFICIAL AND CONTRACTOR AS COMPETENT TO COMPLETE IS IN PLACE. WHERE CROSS BRIDGING INTERFERED WITH MECHANICAL SPECIFICATIONS AND APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. PLACING OF CONCRETE SHALL BE PER ACI 304R INSTALLATIONS, REMOVE THE INTERFERING CROSS BRIDGING ELEMENTS CONT OR PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING PLACING OF CONCRETE BY MEANS OF PUMPING SHALL BE PER ACI AFTER TOTAL DEAD LOAD IS APPLIED AND REPLACE WITH EQUIVALENT WORK: STRUCTURAL SOLUTIONS SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING WELDING HORIZONTAL ANGLES AT TOP AND BOTTOM CHORDS. FRAME 304.2R WELDING PROCEDURES, ELECTRODES AND WELDER QUALIFICATIONS SHALL "CODE EMBEDDED ITEMS SHALL BE PLACED PER ACI 318 SECTION 6.3 WALL STUD BRIDGING AS RECOMMENDED BY THE STUD MFR SHALL BE REINFORCING STEEL AND EMBEDDED ITEMS SHALL BE CLEAN AND FREE COLD FORMED STEEL FRAMING FROM FOREIGN DEBRIS MATERIAL ALL COLD FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN REINFORCING AND OTHER EMBEDDED ITEMS SHALL BE TIED IN PLACE AND ACCORDANCE W/ MFR'S RECOMMENDATIONS AND IN ACCORDANCE W/ THE CARE SHALL BE TAKEN TO ENSURE THAT EMBEDDED ITEMS ARE NOT LATEST EDITION OF THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD DISPLACED WHILE PLACING CONCRETE FORMED STEEL STRUCTURAL MEMBERS. CONTRACTOR SHALL ENSURE THAT PROPER COVER IS MAINTAINED AT ALL INSTALLATION GOVERNING BUILDING CODE: ................................ 2003 IBC REINFORCING DURING PLACEMENT STRUCTURAL DWGS TYPICALLY SHOW ONLY THE PRIMARY STRUCTURAL SHOP DRAWINGS A706 DEAD .............. ... .. .............25 FRAMING ELEMENTS OF THE SYSTEM, CONTRACTOR SHALL PROVIDE ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP DRAWINGS ARE FABRICATION CONSOLIDATION ACCESSORIES, INCLUDING TRACK, WEB STIFFENERS, BLOCKING, LINTELS, REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS. REVIEW DOES SHOP DRAWINGS SHALL SHOW MEMBER LAYOUT, SIZE, LENGTH, BOLT HOLE CONSOLIDATION OF FOOTINGS, WALLS, SLABS ON GRADE, BEAMS, COLUMNS, CLIP ANGLES, REINFORCEMENTS, FASTENING DEVICES, BRACING, AND OTHER NOT INDICATE THAT THE SHOP DRAWINGS ARE CORRECT OR COMPLETE. RESPONSIBILITY FOR SIZES AND LOCATIONS, CONNECTION DETAILS, GRADE AND ERECTION AND ELEVATED SLABS SHALL BE PER ACI 309R ACCESSORIES AS RECOMMENDED BY THE MFR TO PROVIDE A COMPLETE CORRECTNESS SHALL REST WITH THE CONTRACTOR. ANY CHANGES, SUBSTITUTIONS, OR PROCEDURES CONFORMING TO AISC SPECIFICATIONS. ROOF ELEMENTS: (IE) TRUSSES AND JOISTS FRAMING SYSTEM, DEVIATIONS FROM CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED L/240 UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. CONGESTION L/360 SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS SPECIFICALLY FABRICATORS SHALL BE PRE - QUALIFIED, APPROVED AND RECOGNIZED BY OF REINFORCING RESTRICTS THE USE OF A STANDARD HOSE NOZZLE, A ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP NOTED ACCORDINGLY. THE SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE ORIGINAL THE BUILDING OFFICIAL AND CONTRACTOR AS COMPETENT TO COMPLETE REDUCED HOSE NOZZLE MAY BE USED OR AT THE CONTRACTOR'S OPTION AND BOTTOM TRACK UNO. PROVIDE A SINGLE STUD UNDER TRUSS OR CONTRACT DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW REQUIRED FABRICATED ITEMS. PORTS MAY BE BORED INTO THE SIDES OF THE WALL FORMS. JOIST AND PROVIDE DOUBLE STUDS AT ALL JAMBS, CORNERS, SHALL BEAR THE SEAL OF AN APPROPRIATELY REGISTERED ENGINEER. ENGINEERING EW SDI (1-SECOND PERIOD) ......... ...........................0.16 INTERSECTIONS, AND BEAM BEARING UNO. STRUCTURAL SOLUTIONS SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING WELDING EMBEDDED ITEMS FRAME DESIGNS PERFORMED BY OTHERS, FIVE WORKING DAYS SHALL BE ALLOWED FOR THE WELDING PROCEDURES, ELECTRODES AND WELDER QUALIFICATIONS SHALL "CODE EMBEDDED ITEMS SHALL BE PLACED PER ACI 318 SECTION 6.3 WALL STUD BRIDGING AS RECOMMENDED BY THE STUD MFR SHALL BE ENGINEER'S REVIEW. CONTRACTOR SHALL PROVIDE A COPY OF EACH SUBMITTAL FOR CONFORM THE FOR WELDING IN BALDING CONSTRUCTION", "SPECIFICATIONS 20% INSTALLED AT 4' -0" MAX INTERVALS TO PREVENT BOTH WEAK AXIS BENDING ENGINEERING STRUCTURAL SOLUTIONS' RECORDS. W FOR AMERICAN WELDING SOCIETY (AWS) AND THE AISC CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE AND STUD ROTATIONS WALLS 8' -0" AND SHORTER SHALL HAVE A SINGLE C THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL ". WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD ROW OF BRIDGING AT MID - HEIGHT. IN ADDITION, BRIDGING SHALL BE ■ BUILDINGS PSF SOIL BEARING PRESSURE W 1/3 INCREASE FOR .............3325 BASIS FOR DESIGN FOR WIND OR SEISMIC LOW PROVIDED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DWGS. SOLID PCF LATERAL EARTH PRESSURE CANTILEVERED RETAINING MB DDED CONDUITS PIPES AND SLEEVES SHALL NOT BE LARGER IN MINIMUM FROST COVER . ............................... GOVERNING BUILDING CODE: ................................ 2003 IBC GRAVITY DESIGN ALL WELDED BARS ROOF A706 DEAD .............. ... .. .............25 PSF ROOF SNOW LOAD.. .... .. ..... .... ...... .....35 PSF IS (SNOW LOAD IMPORTANCE FACTOR ) ..........................1.0 A615 DRIFTING PER IBC CHAPTER 16 60 FLOOR 48" DEAD ............. .......................... . .. ..60 PSF LIVE..................... .............................70 PSF DEFLECTION LIMITS 80" ROOF ELEMENTS: (IE) TRUSSES AND JOISTS 59" TOTAL LOAD ......... .... ............................. L/240 LIVE LOAD .............. ............................... L/360 FLOOR ELEMENTS: (I E) BEAMS AND GIRDERS 92" TOTAL LOAD ............. ............................... L/240 LIVE LOAD .............. ............................... L/360 SEISMIC DESIGN EF USE GROUP ................... ..............................1 -FLOOR AND DECK WELDS IE ........................... ............................1.0 ■ SDS(SHORT PERIOD) ............ ...........................0.50 EW SDI (1-SECOND PERIOD) ......... ...........................0.16 COMPLIANCE W/ APPROVED CONSTRUCTION SITE CLASS ................. ............................... D LATERAL SYSTEM ......... ..........................STEEL FRAME R......................... ............................... 6 SEISMIC COEFFICIENT (ASD) ... . ............................. 0.131 ANALYSIS PROCEDURE. ..... ... EQUIVALENT LATERAL -FORCE PROCEDURE PORTION OF SNOW LOAD INCLUDED ........................... 20% WIND DESIGN INFORMATION BASIC WIND SPEED ........................... . ............ 90 MPH EXPOSURE................... ............................... C Iw ........................... ............................1.0 VERIFYING USE OF REQUIRED DESIGN MIX SOILS ■ SOIL BEARING PRESSURE .... ...........................2500 PSF SOIL BEARING PRESSURE W 1/3 INCREASE FOR .............3325 PSF FOR WIND OR SEISMIC LOW LATERAL EARTH PRESSURE BASEMENT WALL ...................61 PCF LATERAL EARTH PRESSURE CANTILEVERED RETAINING WALL .......41 PCF MINIMUM FROST COVER . ............................... 36 INCHES FOUNDATION (SEE GEOTECHNICAL REPORT) DESIGN RECOMMENDATIONS FIRM: MTI; REPORT NO.: E40168G; DATE: JAN. 6, 2005 CONSTRUCTION ALL SITE PREPARATION, GRADING, COMPACTION TESTS, INSPECTIONS, ETC. SHALL BE FOLLOWED WITH STRICT ADHERENCE AND SHALL BE COMPLETED PRIOR TO ANY CONCRETE PLACEMENT. SEE ACI 325.3 FOR FURTHER REQUIREMENTS. GRADE IS DEFINED AS FOLLOWS INTERIOR FOOTINGS: TOP OF SLAB PERIMETER FOOTINGS: PAD GRADE OR NATURAL GRADE BEFORE LANDSCAPING, EXTERIOR FOOTINGS: TOP OF PERMANENT EXTERIOR PAVING OR CONCRETE AT LEAST 5 FEET WIDE STARTING AT THE BUILDING PERIMETER, SHOP WELDS MAY USE 70KS1 WELDABLE WIRE, WELDING ELECTRODES SHALL. BE LOW HYDROGEN E70XX SERIES PER AWS, U.N.O. ALL WELDS INVOLVING REINFORCING BARS SHALL USE E7018 ELECTRODES, WELDING OR TACK WELDING OF HIGH STRENGTH BOLTS (ASTM A325 OR A490) IS NOT PERMITTED. ALL EXPOSED BUTT WELDS SHALL BE GROUND SMOOTH. ALL 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. BOLTING ALL SLIP - CRITICAL CONNECTIONS SHALL HAVE HIGH STRENGTH BOLTS AND SHALL BE FULLY PRE - TENSIONED USING LEJEUNE BOLTS OR LOAD INDICATOR WASHERS UNLESS NOTED OTHERWISE. GROUT GROUT SHALL BE 5,000 PSI (MIN) NON- SHRINK FLOWABLE GROUT AND INSTALLED BEFORE ADDING VERTICAL LOAD. STEEL DECK ROOF AND 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, E E 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 HOT /COLD WEATHER CONCRETING HOT /COLD WEATHER CONCRETING SHALL BE PER ACI 305 AND 306 SLAB ON GRADE OR CONCRETE OVER STEEL DECK 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) REINFORCING STEEL GRADE 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 ( #5 OR SMALLER) 1 1/2" 3/8" WALLS ( #6 OR LARGER) 2" 1/2" ELEVATED SLABS, BEAMS AND COLUMNS 1 112" 3/8" LAP SPLICES LENGTHS SHALL BE PROVIDED PER THE FOLLOWING TABLE. (U.N.O. NO TACK WELDING OF REINFORCING BARS ALLOWED.) REBAR LAP SCHEDULE BAR (a) LAP M 1.7 LAP #3 18" 31" #4 18" 31" #5 23" 39" #6 28" 48" #7 36" 62" #8 47" 80" #9 59" 101" #10 75" 128" #11 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 WELDING WELDING OF REINFORCING BARS, METAL INSERTS, AND CONNECTIONS SHALL CONFORM TO AWS D1.4 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, BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING AS NOTED ON PLANS ATTACHMENTS ALL BOTTOM TRACKS SHALL BE ATTACHED TO CONCRETE W/ 0.145 "Oxl 5/8" SHOTPINS AT 24" O.C. MIN, UNO ON SHEAR WALL SCHEDULE. SHOTPINS SHALL BE HILTI X -DNI TYPE OR EQUAL. SCREWS SHALL BE SELF - TAPPING PAN HEAD, HEX HEAD, OR WAFER HEAD SHEET METAL SCREWS. SCREWS THAT ARE REMOVED SHALL BE REPLACED BY A SCREW OF A LARGER DIAMETER WHERE THE REPLACEMENT IS MADE INTO AN EXISTING HOLE. REPLACE ALL SCREWS THAT STRIP OUT MATERIAL. SCREWS SHALL BE SPACED NO CLOSER THAN 5/8 INCH ON CENTER AND W/ A MIN FREE EDGE DISTANCE OF 5/8 INCH, CLIP ANGLES OR FLAT CLIPS USED FOR ATTACHMENTS SHALL BE 33 -MIL MIN, LINO, SIZE CLIP ANGLES AND FLAT CLIPS TO MAINTAIN MIN SCREW SPACING AND EDGE DISTANCE NOTED ABOVE. ALL SCREWS #8 AND LARGER SHALL HAVE A MIN HEAD SIZE OF 0.292 INCH. PENETRATION OF SCREWS SHALL NOT BE LESS THEN 3 EXPOSED THREADS. ALL WELDING, SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAUGE STRUCTURAL STEEL FRAMING WORK. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP W/ ZINC -RICH PAINT, ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP W/ PAINT. IDENTIFICATION JOISTS, STUDS, TRACKS, ETC... SHALL BE IDENTIFIED ON PLAN AS SHOWN BELOW. PROPERTIES OF MEMBER SHALL CONFORM TO THE PROPERTIES AS LISTED IN THE PRODUCT TECHNICAL INFORMATION MANUAL OF THE STEEL STUD MFR ASSOCIATION (SSMA) ICC ER- 4943P• JOISTS, STUDS, TRACKS, ETC... ARE SPECIFIED ON THE DRAWINGS IN CONFORMANCE W/ THE FOLLOWING IDENTIFICATION FORMAT: FLANGE WIDTH MATERIAL_ THICKNESS — 600 S 16 54 MEMBER STYLE MEMBER DEPTH MEMBER DEPTH: DEPTH LISTED IN 1/100 OF AN INCH. (EXAMPLE: 600 =6 INCH) MEMBER STYLE: S= STUD OR JOIST SECTION T= TRACK SECTION FLANGE WIDTH: WIDTH LISTED IN 1/100 OF AN INCH. (EXAMPLE: 162 =1.625 INCH) MATERIAL THICKNESS: THICKNESS LISTED IN 1/1000 OF AN INCH (EXAMPLE: 54 =.054 INCH (54 MILS) TYPICAL STRUCTURAL- STUD AND TRACK SECTIONS SHALL BE 33-MIL, REFERENCE TABLE BELOW FOR MILS TO GAUGE CONVERSION. GAUGE REFERENCE TABLE MIN THICK (Mils) GAUGE No. 33 20 43 18 54 16 68 14 97 12 VERIFICATION AND INSPECTION ICONT AB PERIODIC STEEL MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, AISC ■ NUTS AND WASHERS, AMERICAN NATIONAL STANDARDS INSTITUTE ARCH INSPECTION OF HIGH - STRENGTH BOLTING ALT ALTERNATE BEARING -TYPE CONNECTIONS, AMERICAN SOCIETY FOR TESTING AND MATERIAL BOT INSPECTION OF WELDING: BRG BEARING STRUCTURAL STEEL CHANNEL S5,2 -COMPLETE AND PARTIAL PENETRATION ■ CLEAR GROOVE WELDS. COLUMN CONC •MULTI -PASS FILLET WELDS ■ CONTINUOUS •SINGLE -PASS FILLET WELDS > 5/16" ■ DWG -SINGLE-PASS FILLET WELDS < 5/16" EF ■ -FLOOR AND DECK WELDS ELEVATION ■ INSPECTION OF STEEL FRAME JOINT DETAILS FOR EW EACH WAY COMPLIANCE W/ APPROVED CONSTRUCTION FINISH FLOOR ■ DOCUMENTS FT FOOT CONCRETE INSPECTION OF REINFORCING STEEL AND PLACEMENT GSN ■ INSPECT BOLTS TO BE INSTALLED IN CONCRETE HORIZONTAL INFO INFORMATION K KIP (1,000 LBS.) PRIOR TO AND DURING PLACEMENT KIP PER 5 SQUARE INCH E Q L VERIFYING USE OF REQUIRED DESIGN MIX LL ■ SAMPLING FRESH CONCRETE TO PERFORM SLUMP, LONG LEG HORIZONTAL LLV AIR CONTENT AND THE TEMPERATURE TESTS PER ■ LOW ACI 318 MANUFACTURER MAX WELDING OF REINFORCING BARS REBAR ASTM A706 MECH ■ INSPECTION FOR MAINTENANCE OF SPECIFIED CURINC MINIMUM MISC TEMPERATURE AND TECHNIQUES NTS ■ SEISMIC FORCE RESISTING SYSTEM ON CENTER OPP NAILING, BOLTING, ANCHORING AND OTHER FASTENING PL PLATE OF COMPONENTS WITHIN THE WOOD SHEARWALL POUNDS PER LINEAR FOOT PSF SEISMIC - FORCE- RESISTING SYSTEM, INCLUDING DRAG PSI POUNDS PER SQUARE INCH STRUTS, BRACES AND HOLDOWNS REQUIRED SIM EPDXY - ANCHORING OPERA110NS FOR BOLT, REBAR THREADED ROD, ETC. INCLUDING SPECIFICATION STD VERIFICATION OF BOLT OR BAR MATERIALS, HOLE T &B TOP AND BOTTOM DEPTH AND DIA., CLEANOUT, EPDXY MIXING AND TONGUE AND GROVE TO PLACEMENT PROCEDURES AND EMBEDMENT DEPTH IN TOC TOP OF CONCRETE ACCORDANCE WITH THE CONTRACT DOCUMENTS AND TOP OF DECK TOF MFR SPECS AND RECOMMENDATIONS TOL TOP OF LEDGER STANDARD ABBREVIATIONS AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARCH ARCHITECTURAL ALT ALTERNATE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL BOT BOTTOM BRG BEARING C CHANNEL S5,2 CENTER LINE CLR CLEAR COL COLUMN CONC CONCRETE CONT CONTINUOUS DIA OR 0 DIAMETER DWG DRAWING EF EACH FACE ELEV ELEVATION EQ EQUAL EW EACH WAY FF FINISH FLOOR FLR FLOOR FT FOOT FT G FOOTING GSN GENERAL STRUCTURAL NOTES HORIZ HORIZONTAL INFO INFORMATION K KIP (1,000 LBS.) KSI KIP PER 5 SQUARE INCH E Q L ANGLE LL DOUBLE ANGLE LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LO LOW MFR MANUFACTURER MAX MAXIMUM MECH MECHANICAL MIN MINIMUM MISC MISCELLANEOUS NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE PL PLATE PLF POUNDS PER LINEAR FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH REQ'D REQUIRED SIM SIMILAR SPEC SPECIFICATION STD STANDARD T &B TOP AND BOTTOM T &G TONGUE AND GROVE TO TOP OF TOC TOP OF CONCRETE TOD TOP OF DECK TOF TOP OF FOOTING TOL TOP OF LEDGER TOP TOP OF PANEL TOS TOP OF STEEL TOW TOP OF WALL TYP TYPICAL UBC UNIFORM BUILDING CODE UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WIDE FLANGE W/ WITH W/O WITHOUT WT WEIGHT SHEET INDEX SHEET NO. SHEET TITLE 50.1 GSN STD ABBREVIATIONS SHEET INDEX S1.1 FOUNDATION PLAN 51.2 FOUNDATION DIMENSION PLAN S2.1 FIRST FLOOR FRAMING PLAN S2.2 2ND FLOOR FRAMING & LOW ROOF PLAN S2.3 2ND FLOOR & LOW ROOF DIMENSION PLAN 53.1 ROOF FRAMING PLAN 54,1 TYPICAL DETAILS S5.1 FOUNDATION DETAILS S5,2 FOUNDATION DETAILS S53 FOUNDATION DETAILS S6.1 FRAMING DETAILS S6.2 FRAMING DETAILS 56.3 FRAMING DETAILS 57,1 STEEL FRAME ELEVATIONS S7,2 STEEL FRAME ELEVATIONS S8.1 OUT BLDG FOUNDATION & FRAMING PLANS S8,2 OUT BUILDING DETAILS U b A 0 p O `ti N � W SALE T. ao 4 o N N N� O ao 4 ' N O b Q N a� a> f� W H O z a U H W W C7 W 50.1 SEAL: STRUCTURAL D 4943 NORTH 29TH EAST, STE A S\ONAI F N ci, L z 0 IDAHO FALLS, IDAHO 83401 �t�`' G �gr ER w r Phone: (208) 552 -9874 Fax: (208) 552-9302 4 w z F(O y z 0 Z 0 FTB OF W O L B N THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED, COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 U b A 0 p O `ti N � W SALE T. ao 4 o N N N� O ao 4 ' N O b Q N a� a> f� W H O z a U H W W C7 W 50.1 FOUNDATION PLAN NOTES 8" THICK CONRETE WINDOW WELLS W/ #4 AT 12" O.C. VERT 1. "F4.0 ", "F5.5 ", INDICATE ISOLATED FOOTINGS, SEE FOOTING SCHEDULE THIS AND HORIZ W/ STANDARD HOOK MATCHING DOWELS. SHEET. ATTACH TO CONCRETE BASEMENT WALLS W/ #4x24" LONG DOWELS W/ EPDXY AND 4" MIN EMBEDMENT AT 12" O.C. 21 "WF1.5 ", "WF2.0 ", .INDICATE CONTINUOUS WALL FOOTINGS, SEE FOOTING SCHEDULE THIS SHEET. (SEE DETAIL 5/S4.1 AT OPENING IN WALL) -TYP 3, CONTINUE WALL AND FOOTING REINFORCEMENT INTO WALLS AND FOOTINGS THAT ARE A B B.5 C D D.5 D.6 E E.1 E.5 E.b E.7 F F.4 F.5 �j PERPENDICULAR TO EACH OTHER. SEE DETAILS 4/S4.1 AND 10/S4.1. 4• SEE DETAIL 10/S4.1 FOR FOUNDATION STEP REINF REQUIREMENTS AT BASEMENT FOUNDATION TO HIGH FOOTING CONNECTION. 5. T.O.W = TOP OF WALL AT EXTERIOR FOUNDATION, TYPICAL T.O.W. = 100 UNLESS NOTED OTHERWISE. T. .F. =96' -0" I I I I I I I I 6. "T.O.F" INDICATES TOP OF FOOTING AS NOTED ON THE DRAWINGS, VERIFY W/ O ARCH PRIOR TO CONSTRUCTION. d ,n, W171.5 ' 3 17 -17 - r S5.1 S5.2 S5.2 7• TOP OF SLAB ELEVATION (FF)= 100' -0" UNLESS NOTED OTHERWISE. T,O.F. =96 0 2 L�A F 1.5 3 WF1.5 ,n '� TYP SIM . 0.9 1g `n - - I - � I WF45 0.9 - - I S5.'1 S5.3 I ; _ S5.1 i �L - - - - - - - - - - - - - - - 8. CONTRACTOR TO VERIFY ALL DIMENSIONS, PRIOR TO CONSTRUCTION, RESOLVE ANY 3:1 F_ - 1 I - - - =W1' 4,5 - - - - �I r I DISCREPANCIES WITH THE ARCHITECT. ^ • �V rZ, N I o N WF _ - - '( �- 9. CONTRACTOR TO VERIFY LOCATION OF ALL INSERTS IN SLAB WITH APPROVED 1 / �l f - C6 1 6 (- - o - - - - - - - t - - - - - - - ( MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS PRIOR TO CONSTRUCTION. SEE `� N �= _ _ C6 STEEL S5.2' - J C3 3 C3 I ( ARCH FOR GARAGE DRAIN LOCATIONS. Q N � I - - - - -- SIM (�I I I yv N rz, 7 / ti� �F4,0 I C3 10. SEE DETAIL 5/S4.1 FOR WALL OPENINGS IN CONCRETE WALL. COORDINATE OPENINGS a C2 / / C, 18 I ( I I 1 WITH ARCHITECTURAL DRAWINGS. pq 4 CONCRETE SLAB W/ #4 AT 18" O.C. EACH WAY OVER COMPACTED S5.1 S5,3 I ( T.O.F.= 88' -8" _ I I 11. PROVIDE CONTROL JOINTS IN CONCRETE SLAB ON GRADE PER DETAIL 2/S4.1 AND Q / �. / <i I FILL T.O. SLAB 89 - 0 (FIELD I I THE GSN, OPTIMIZE LOCATIONS WITH ARCHITECTURAL DRAWINGS. c� / C2 O �j% / T.O.F.= 96' -0" SIM I I I VERIFY WITH ARCH) I o © /// j / 6 I I ( I ( 12. "Cl "C2 ", INDICATE COLUMNS, SEE COLUMN SCHEDULE THIS SHEET, .� S5.1 I I A ll T.O.F.= 85' -0" F9,3 8 F9.3 I I `� al C4 1 O` S5.1 JC4 T.O.F. =88 ' -611 I o / 3: I I I S5,1 YP F5.5 12 - - F5.5 S5.2 TYP 5.5 ( o -' - - - 19' I C4� - C1 i S5.2 I C1 - - I I - - r I T.O.F.= 88' -8 W F ° •� [� 1.5 I S53 I 1 I I I I I I I I C6 r -- = I I I 2 Aq 13 II II L J� = 12 IL1N' I I I I- - --I I t \ J• r - - I , •.r tr WF4.0 I I I EL EV. - ______ - - J I I I S5,2 III S5,2 I �;: - J w II MECH. I I ELEV. I I - STOR. I Id ; I� MECH. Q P. 19 l o o S5.1 I II I L - 00 ( 1 I 111 I I 1 1 002 �I I 10 J 006 I ) > s5: I �- - - -- C3 I) L - II -- ll - -- _ = _ S5.2 ,Il I S5.2 w F9.5 _ _ �~ 19 I �- - -- I MECH. 11` ' , I' I I L 10 I c 4.j 2 I i S5.3 I I ( WF 1.5 13 I S5.2 II I s I I I - r 5.2 S51 - - -- L_ - - - -- I I 5 I 4" CONCRETE SLAB W/ #4 AT 18" I( _�-- - - - - -- -- - - - --1 -- I 1 � -_ IL _ _ S5.2' = =hl ul O.C. EACH WAY OVER COMPACTED C6 FILL T.O. SLAB = 100' -00" I I I - - I I S5.2' I - - -I I T,bI R I 1 I (FIELD VERIFY WITH ARCH) I I ( I I ;' I I - I G4- 8 I I I I �' - -- - L 1 = -= - S5:3 - 3 18 I I I I I i I . M S5.3 I) SI C4 C3 - -� I I J I L F5.5 I 9 - -J - -- 8� 0 I I I I �F9.3 � I L r 1 1 I F5.5 g F5.5 C4 S5.1 C 1 ,I I` < II I C1 S5 1 C4.3 Cl TYP I I j I I TYP 4" CONCRETE SLAB RECESSED 2" T.O.F, =88 -6 fin// #4 AT 18" O.C. EACH WAY w = = -- I OVER COMPACTED FILL T.O. SLAB I I = 88' -10" (FIELD VERIFY WITH 3 C6 I ( ARCH) I r ' -6 "MIN I( I I I I I� II T.O.F.= 96' -0 "i1 WF4.5 17 O I i I I I F-- - - - - -- I- 4/S .1 C6 - - - C3 C3 SIM OF C3 - �I- C6 - - - STEEL FRAME q - - - C5 C C �- ----- - - - - -- -- - -- ------------ - - - - -- --- - - - - -- ------------------------ WF4.0 C5 WF4.5 WF4,5 6„ T.O.F.= 88' -8" 17' 3 FROM FACE w 2 T.O.F.= 96' -O" S5.2 S5.1 OF WALL 1'6 S5.1 TYP - < STEEL COLUMN (C) SCHEDULE c �' MARK SIZE BASF PLATE. 55.2 TYP I I I 0 p Cl HSS5x5x5 /16 3/4 "x11 %0' -11" W/ (4) 3/4 "0 x 1' -0" ANCHOR BOLTS, L SEE DETAIL 8/S5.1 3 1 xt -2 PLAN A 3 4 0 1' 4 " C OR BOLTS , -0 ti r WF1.5 cz HSS6x6x3 /8 �T.O F. =96' O -- - - -- -- - -- - - - - - -� SEEEE / ) 3 / 4 DEE TAILS NOTED C3 HSS8x8x3 /8 SEE PLAN AND DETAILS NOTED 5 C4 HS58x8x1 12 1 3/8 "xt4'x1' -2" W/ (4) 3/4 "0 x 1' -4" ANCHOR BOLTS, 5 - - - - - 15 - S5.2 _F - Z- SEE PLAN AND DETAILS NOTED TYP 1 `4 I I I F4. I I CS HS55x5x5/16 SEE DETAIL 7/54.1 F4,0 55.2 I C7 C6 HSS8x6x1 12 SEE PLAN AND STEEL FRAME ELEVATIONS ON S7.1 AND S7.2 C7 C7 HSS8x8x3 /8 1 "x14 "x1' -2" W/ (4) 1 "0 x 2' -0" ANCHOR BOLTS, SEE DETAIL 15/S5.2 u O 15 FOOTING SCHEDULE ------ WF1 ' - - - - -- a 6 - - - - - - - S5.2 - - _ - - _ - - �j SEE PLAN AND DETAILS FOR O v SEE PLAN AND DETAILS FOR CONSTRUCTION ABOVE FOOTING Y CONSTRUCTION ABOVE FOOTING FOOTING r►1 Q ,: -1- -J FOOTING REINFORCING 1 4 I F4.0 REINFORCING V F4.0 S5.2 c7 L C7 � • k I I 3 ., 3 „ �r A I I CLR M CLR T.0.F. =96 -0 " WIDTH /LENGTH � WIDTH /LENGTH I -�- - - - - - W 1_5 - - - - - - - - FOOTING WITH BOTTOM STEEL FO NG 419TH TOP &BOTTOM STFFL 7 MA 7 - - - RK DIMENSIONS FOOTING REINFORCING N r 15 I FFF"'rrr""111 - - - - - - - - - - - - - - THICK WIDTH LENGTH O TY S 5 2 14 Mai F4.0 4' -0" 4' -0" (4) #5 BARS EACH WAY, TOP AND BOTTOM [j , S5.2 C7 F9.3 1' -4" g' -4" g'_4'• (9) #5 BARS EACH WAY, BOTTOM 1' -0" 8' " O I I (5) #5 BARS EACH WAY, BOTTOM ►+ F4.0 F5.5 1' -O 5' -6" 5' -6 C7 I I r I F9.5 9' -6" -0 #5 BARS AT 12" O.C. EA WAY. BOTTOM (- �- - - -- 1 5 WF1.5 I' -0" 1' -6" CONT WF1.5 (2) #4 BARS CONT, BOTTOM 8 - - - - - - r 5 I - I - - - -_ - - - - - I S5.2 - - I - - - - - . Q T WF2.0 2' -0" CONT (2) #5 BARS CONT, BOTTOM I I U WF4.0 -2" 4' -0" CONT s - - -- -- - - - (4) #5 BARS CONT, BOTTOM W I -- -- -L TYP 14 F4.0 WF4.5 1' -2" 4' -6" CONT # BARS O.C. CO BOTTOM F F4.0 55.2 C7 p r C7 I SEAL: S T R U C T U R A L I I rA 4943 NORTH 29TH EAST, STE A S �ONAL z 0 IDAHO FALLS, IDAHO 83401 ��5 GISTER iy SHEET r Phone: (208) 552 -9874 w Fax: (208) 552-9302 4 ?� w , z 0 0 OD D. 7 D.9 E E.1 E.3 F G z z ,� OF �O�P S 1 o 1 D.2 W vl ''i'O B P �� r- 24- FOU NDATION PLAN SCALE : 1 S "= 1 ' - O " THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL _ NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. _ -' "- COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTTONS. JOB NUMBER: 05176 �. ten. , . ­ TYP L 10" �` | LO ' J" � ' ^7 8 ^ g 1 g _ � 9'- 4 zo Typ i Or 1 -2 8 4'- 1 J2 _�_ �d F , I v I.- I T_ - " 1 71 ------ T-,-- ka _ (0.9 ' I , | | / | o | | L � L � ~�----' ` ' | ' ' ---- -- -- -- -- ---- ' 0 | �| || ' '/ | � | ,J" 1 | U � 16' =1^ | 1�' "1" | | ` " | 11' "3" | . " | 13- . ,1" _| | /||| | m| fo4 |U -�2 |_ -�� | |_ 11 -� | -�� | 13-O | v� _ _ _ _ _ | o- - o | L - - - - - - - - - - - - - - - - - - - - - - - %_ 4 T co 8 ,7" 1 m / T / � , - ' � -| |� _ 1Q'-2" � � � | I ILL FL L ----------------- - I_ 1'-24 t4' 0', L4'- 0 17'- 1 1 4'- 0 4 -0" 123'-0" 1 041 t r_% � R (13.5) �J.l (C. 5) FOUNDATION U ON D J.7 PJ.9 UE �. J1 . 'ALE: 1/8^=1 -O . �. 22'- 1 4 ^ 22'- 1 u 4 | CN Lu | | _ _ 4 ___( 5) ' ,J" 2G � U A0UhJ�&Tx��J DIMENSION PLAN ' '~~'`-''''^~'` —'-`~'~'`'--`'`'~'^~' l. DUWEN3K)N5 SHOWN ON PLAN ARE T0 CENTERLINE OF BEAM. COORDINATE DISCREPANCIES OR ERRORS PRIOR TO CONSTRUCTION (FIELD VERIFY W/ ARCH). STRUCTURAU 4943 NORTH 29T14 EAST, STE A z o IDAHO FALLS, IDAHO 83401 04 r Fax: 552-9302 (208) t THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, A SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGTNEERING STRUCTURAL SOLUT10NS. JOB NUMBER: 05176 4� I fl coo LLO G�D L IF CD 7 . 0*1 ' I , | | / | o | | L � L � ~�----' ` ' | ' ' ---- -- -- -- -- ---- ' 0 | �| || ' '/ | � | ,J" 1 | U � 16' =1^ | 1�' "1" | | ` " | 11' "3" | . " | 13- . ,1" _| | /||| | m| fo4 |U -�2 |_ -�� | |_ 11 -� | -�� | 13-O | v� _ _ _ _ _ | o- - o | L - - - - - - - - - - - - - - - - - - - - - - - %_ 4 T co 8 ,7" 1 m / T / � , - ' � -| |� _ 1Q'-2" � � � | I ILL FL L ----------------- - I_ 1'-24 t4' 0', L4'- 0 17'- 1 1 4'- 0 4 -0" 123'-0" 1 041 t r_% � R (13.5) �J.l (C. 5) FOUNDATION U ON D J.7 PJ.9 UE �. J1 . 'ALE: 1/8^=1 -O . �. 22'- 1 4 ^ 22'- 1 u 4 | CN Lu | | _ _ 4 ___( 5) ' ,J" 2G � U A0UhJ�&Tx��J DIMENSION PLAN ' '~~'`-''''^~'` —'-`~'~'`'--`'`'~'^~' l. DUWEN3K)N5 SHOWN ON PLAN ARE T0 CENTERLINE OF BEAM. COORDINATE DISCREPANCIES OR ERRORS PRIOR TO CONSTRUCTION (FIELD VERIFY W/ ARCH). ° 0 cz tn ~ ` STRUCTURAU 4943 NORTH 29T14 EAST, STE A z o IDAHO FALLS, IDAHO 83401 04 r Fax: 552-9302 (208) t THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, A SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGTNEERING STRUCTURAL SOLUT10NS. JOB NUMBER: 05176 ° 0 cz tn ~ ` S1 ,0 2 t 4� S1 ,0 2 A B Gov I 1.8 D D.5 D.6 E E.1 E.5 E.6 E.7 F F.4 G I I 17` 5.2 Sim 0.9 - - 1 --( ) 9' -1" - 2.5 3 — — — ❑ _ 103 l 108 0 0 _ —_ ______ — __ —__ —= S5.3 — ® ^18, I Wl4x38 f WnRK I W1 '�� I CIRC I W1 4x38 W14x38 I LOCKERS I W14x38 3.5 TYP I TYP TYP - - 4 S5.2 TY I ! 14 I I S5,2 I t I TYP I I I FIRST FLOOR F RAM I N G P LAN /CZ� SC ALE: 1/8"=l'-O" MAIN FLOUR FRAMING PLAN NOTES 1. SEE ARCHITECTURAL, PLAN FOR ALL TOP OF STEEL ELEVATIONS. 2• FLOOR ATTACHMENT SHALL BE AS FOLLOWS UNO, SEE 37/S6.3: • (4) 5/8 "0 PUDDLE WELDS PER SHEET AT ENDS, END LAPS, AND INTERMEDIATE SUPPORTS AND DRAG LINES /COLLECTORS. • 5/8 "0 PUDDLE WELDS AT 12" O.C. AT PERIMETER SUPPORTS, AND EDGES OF OPENINGS PARALLEL WITH DECK. • SIDE SEAM ATTACHMENT SHALL BE BUTTON PUNCHES AT 12" O.C. 3• DIMENSIONS SHOWN ON PLAN ARE TO CENTERLINE OF BEAM. COORDINATE DISCREPANCIES OR ERRORS PRIOR TO CONSTRUCTION (FIELD VERIFY W/ ARCH). 4. AT GRIDLINES WHICH INDICATE "DRAGLINE" SEE DETAIL 2/S6.1 FOR BEAM TO COLUMN CONNECTION SCHEDULE. 5. PROVIDE THE FOLLOWING HEADER AT ALL LOCATIONS: DETAIL 38 - 1200 S 54 STUDS W/ 600T150 -54 TOP & BOTTOM TRACK, SEE 6. TYPICAL METAL STUD CURTAIN WALL FRAMING SHALL BE 60OS137 -43 STEEL STUDS AT 16" O.C. U.N.O. TYPICAL TOP AND BOTTOM TRACK TO BE 60OT125 -43 W/ (2) #10 SCREWS AT EA STUD. TOP AND BOTTOM TRACK v TO BE ATTACHED TO STEEL DECKING W/ #10 SCREWS AT 6" Q.C. OR TO STEEL BEAMS OR CONCRETE W/ SHOTPINS AT 16" O.C. cz oil 7. "W14x� 4W1 x 1 INDICATES WI F N N _6 (2 ) " , " 6 3 (26) , DE FLANGE SHAPES W/ UMBE R OF UNIFORMLY SPACED 5/8 "dx3 112" SHEAR STUDS IN PARENTHESES. O 8• "T.O.S." INDICATES TOP OF STEEL ELEVATION, CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY W/ ARCH PRIOR TO CONSTRUCTION. COORDINATE DISCREPANCIES ACCORDINGLY. �+ 9• TOP OF STEEL ELEVATION AT MAIN FLOOR FRAMING SHALL BE; T•O.S.= 99' -7" (FIELD VERIFY W/ ARCH). 10. EVERY FRAMING DETAIL ON THESE PLANS DOES NOT REFERENCE A GIVEN SECTION. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK SHOWN IN THESE DOCUMENTS. O r a ar, .J 11 y t 'N 0 � N h Q N O 00 0., N h O b FRAMING NOTE #2 AND GSN -- FEE 1 5 S5.2 TYP i SEAL: STRUCTURAL 0 (A 4943 NORTH 29TH EAST, STE A � p- z o IDAHO FALLS, IDAHO 83401 �, XSTF �' r Phonc: (208) 552 -9874 �O� w w Fax: (208) 552-9302 4 z y z 0 z OF ,oP - . .2 THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT, ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 I,t tn 0 N FRAMING NOTE #2 AND GSN -- FEE 1 5 S5.2 TYP i SEAL: STRUCTURAL 0 (A 4943 NORTH 29TH EAST, STE A � p- z o IDAHO FALLS, IDAHO 83401 �, XSTF �' r Phonc: (208) 552 -9874 �O� w w Fax: (208) 552-9302 4 z y z 0 z OF ,oP - . .2 THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT, ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 FRAMING NOTE #2 AND GSN -- FEE 1 5 S5.2 TYP i FLOOR FRAMING AND LOW ROOF PLAN NOTES 1. SEE ARCHITECTURAL PLAN i 0 VERIFY ALL TOP OF STEEL ELEVATIONS. 2. FLOOR ATTACHMENT SHALL BE AS FOLLOWS UNO, SEE 37/S6.3: • (4) 5/8 "0 PUDDLE WELDS PER SHEET AT ENDS, END LAPS, AND INTERMEDIATE SUPPORTS AND DRAG LINES /COLLECTOFS. A B 13.5 C D D.6 E E.1 E .5 E.7 F F.4 G OPENINGS PU DECK. O.C. AT PERIMETER SUPPORTS, AND EDGES OF Li z • SIDE SEAM ATTACHMENT SHALL BE BUTTON PUNCHES AT 12" O.C. z Q 3. LOW ROOF DECK ATTACHMENT SHALL BE AS FOLLOWS UNO, SEE 37/S6.3: o I cy (7) 1/2"0 PUDDLE WELDS PER SHEET AT ENDS, END LAPS, AND INTERMEDIATE 18 14 SUPPORTS AT DRAG LINES. I 24 18 1 S 112 "0 PUDDLE WELDS AT 6" O.C. AT PERIMETER SUPPORTS, EDGES OF OPENINGS 0.9 S6.2 OPP s6.2 0.9 PARALLEL WITH DECK NOTED ON PLANS, - - SIDE SEAM ATTACHMENT SHALL BE BUTTON PUNCHES AT 12" O.C. DRAGLINE I W1 6x31 11. ( W16x31 - DRAGLINE 4. AT GRIDLINES WHICH INDICATE "DRAGLINE" SEE DETAIL 2/S6.1 FOR BEAM TO COLUMN .... . . - - -" - - W14x30 I II. II CONNECTION SCHEDULE. W14x22 W14x22 II 1 I7j == L 15 u TITLE I OFFICE II OFFICE I1 N 5. PROVIDE THE FOLLOWING HEADER AT ALL LOCATIONS: HSS8x16x3 /8 �CONFREN E STEEL FRAME 2/S7.2° S6.1. RECEP. 1 lI; II CHIEF LENDING 1 . 1 1. 11 . Sim 1 127 II 126 1I OFFICER N (2) 1200 S162 -54 STUDS W/ 60OT150 -54 TOP & BOTTOM TRACK, SEE VERCO 1.5HSB -36 22 GAUGE STEEL IUL _ WORK 128 ( II. II � 5" NORMAL WEIGHT CONCRETE TOTAL SLAB DEPTH OVER DETAIL 38/S6.3. DECK AT DRIVE THROUGH CANOPY, SEE N O �,`� >> n 130 Ir - - - =1 � I r• 125 _ ROOF FRAMING PLAN NOTE #3 (TYPICAL VEST. z� ii N N I► : N it N ROOM I N N I N II N LO II cc°v VERCO W3 FORMLOCK 20 GAUGE STEEL DECK (3 SPAN MIN) 6. TYPICAL METAL STUD CURTAIN WALL FRAMING SHALL BE 60OS137 -43 STEEL UNLESS NOTED OTHERWISE) /y 101 ° u JAN L_ _ 1 _ W/ 6x6- W2.9xW2.9 WELDED WIRE FABRIC ATTACH DECK PER STUDS AT 16" O.C. U.N.O, TYPICAL TOP AND BOTTOM TRACK TO BE +, ° II ° II ° 129 ° FRAMING NOTE #2 AND GSN 60OT125 -43 W/ (2) #10 SCREWS AT EA STUD. TOP AND BOTTOM TRACK 21 x II x 132 II x II x x X x x I ` `O LO (0 - - - - TO BE ATTACHED TO STEEL DECKING W/ #10 SCREWS AT 6" O.C. OR TO STEEL 56,2' 11 1 ( - - - - BEAMS OR CONCRETE W/ SHOTPINS AT 16" O.C. LOBBY P L �JL 24 7 OPEN - 17 OF UNIFORMLY SPACED 1 5/8 6 0x3 1 /2 "ISDHIEARE W/ NUMBER STUDS IN PARENTHESES. Q � 102 C � s6.2 WORK . OPP 22 AR EA I I AREA - S6.2 8. "T.O.S," INDICATES TOP OF STEEL ELEVATION. CONTRACTOR IS RESPONSIBLE TO FIELD - - 25 S6.2 132 II 123 VERIFY W/ ARCH PRIOR TO CONSTRUCTION, COORDINATE DISCREPANCIES v 00 1­1 S6.2 - - - - - W24x55 - - - - - - - ACCORDINGLY. 2 - - - - . . . . . . . . . . N W�4x55 W21 x44 to 0 - 9. TOP OF STEEL ELEVATION AT SECOND FLOOR FRAMING SHALL BE; T.O.S.= 112' -7" 2 18 _ _ �` _ S6.2' o 22 I 1 11 ( 21 . I W10x12 I 20 I RC II i " (FIELD VERIFY W/ ARCH), �> ( 4 -- 1. S6 ( 4 -- 4 DRAGLINE L W14x22 N N x It s6.? EA 7 WOMEN 1 N STOR. N _ S6.2 I) 11 ( 1 E `Op I1 56.2 131 n 5TOR . O W 10, DIMENSIONS SHOWN ON PLAN ARE TO CENTERLINE OF BEAM. COORDINATE 'P I S6.1 TYP 122 ( 0 119A < v � S • 1 - N DISCREPANCIES OR ERRORS PRIOR TO CONSTRUCTION (FIELD VERIFY W/ ARCH). II - 110: - 111 1 11 1 1198 W1 6x36 21 II - - - - „ „ OPEN NI I�� c - �r� �'� 11, CONNECT W24x94 AND W24x104 BEAMS TO COLUMN CONNECTION AT GRIDS D S6.2 1 Lo d W10x12 d 21 - .� c�v JL N - - - - N I N I1 II AND "3" W/ DOUBLE SHEAR CONNECTIONS PER DETAIL 26/56.2. Ni .n II 1y . S6.2 .II N G - - �� N N 1 0 - W12x14 `� 12. EVERY FRAMING DETAIL ON THESE PLANS DOES NOT REFERENCE A I 5TAIR �I N 22 it II 1 N GIVEN SECTION. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION N N c� X 1I 109 1 S6.2 l I1 1"IEN I 22 SHALL CONFORM TO SIMILAR WORK SHOWN IN THESE DOCUMENTS. LOBBY W10x12 - 1 I1 II 121 21 = 6=2 -OPEN x N i II I 103 n OI 1 W24x104 �1 L ====-== J1- - -- CIRC W24x94 I YANAG R II 23 \ / 26 W21 x44 CIRC AREA w21 x44 VEST, v SEE PLAN HSS6x6x3.8 S6.2 AREA 20 118 116 NOTE #11 II 108 1 S6.2' 1) O CALL 117 N w 7 I G =-=== _ -___= 56:2 =_ __� - - - -- N s6:2 I I CENTER I� � - - - � s6.1 ` TYP "t �' WORK ji 112 II II L KERS II N N N N f1 /� ICI N I N 1 N 11 COAT ROOM N N _- w= = O= O o oil Rt✓OI I cD I I co 19 II N N N I d 115 N �' �_ �_ �_ I I 107 I I I I I �_ � l I v _ _ I _ S6.2 N YAI L TELLER �i �I ROOM N X CONSUIY R II AREA DRI E II ° 11 113 II BREAK LOAN 11 UP A EAll x _ I I it ROOM 104 i i 105 106 11 I1 I I 114 STEEL FRAME 4/S7.1 �I 15 15 II II II W16x26 O W16x26 I S6.,1 SIM II W2 1 - W21x50 S6.1 SIM W18x35 14 6.1 I W14x22 L W1 4x22 LOW , , W1 4x22 LOW W8x31 HI W8x40 HI W8x40 HI 8 T.O.S. 113' -3" / C-'4. 30 0 0 0 31 O 0 30 S6.2 7 7 x ° S6.3 0 0 00 S6.3 00 0 S6.3 56.1 TYP I m ' -9' S6.1 'TYP 1 00 S6. I O.S. =112'-2-1 - /2" TYP 7 W 18x46 I o T. .S. =1 13' -2" X 29 00 28 � S6 2 N o o O o S6.2 0 0 VERCO 1.5HSB -36, 20 GAUGE STEEL v x x x x O 1 x DECK AT DRIVE THROUGH CANOPY, SEE � � � 0 3? x ROOF FRAMING PLAN NOTE #3 (TYPICAL - - I - 33 S6.3 N o 0 00 00 wl Z J L7 Q 0 A I I LOW ROOF AT D IVE. N THROUGH CANOPY' x B.5 ND FLOOR AN O X co co t W18x46 _o x O 00 x 7 S6.1 TYP W18x46 I O I 00 I O O I i 00 co co i S6.2 I C.1 C.5 D D. � ROOF FRAMING PLE 1/8 F wl z _j C.7 Q 0 G 17 ,S 6.2, 0 M ao ~" N 0 0 0. + a 00 h O b q w h �a 7 SEAL: S T R U C T U R A L DRAGLINE - - 4 Cl � � N yS \ONAL FN � G IDAHO FALLS, IDAHO 83401 Q� G\STIC'R G�2 w r Phone: (208) 552 -9874 7 co� a� 'b 0 • fir " SHEET.• s2.2 UNLESS NOTED OTHERWISE) 7: - I 32 S6.3 0 27 00 S6.2 3- I 29 N S6.2 28 1 S6.2" OPP W16x31 I 1 I I I D.7 D.9 E E.1 SEAL: S T R U C T U R A L 0 (A 4943 NORTH 29TH EAST, STE A yS \ONAL FN z G IDAHO FALLS, IDAHO 83401 Q� G\STIC'R G�2 w r Phone: (208) 552 -9874 Fax: (208) 552-9302 4 ?� w z y z Z � OF W R D! B Pt r2 Z -aS THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED, COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 co� a� 'b 0 • fir " SHEET.• s2.2 UNLESS NOTED OTHERWISE) 7: - I 32 S6.3 0 27 00 S6.2 3- I 29 N S6.2 28 1 S6.2" OPP W16x31 I 1 I I I D.7 D.9 E E.1 FLUOR FRAMING AND LOW ROOF DIMENSION PLAN NOTES: 0.9 1 DRAGLINE — 1.1 1.8 2.2 3.5 4 DRAGLINE — 4' -0" N O O N x 00 00 2 3: _ �S A B 13.5 C D D.6 E E.1 E.5 E.7 F F.4 Tfy Li z _ o I I I I I I I I LOW ROOF Al ' FRONT ENTRY, SEE PLAN NOTES ON -S2.2 W1 6x31 II. I W1 6x31 W14x22 inl w1 4x22 II W14X30 ( Hss8x16x3 /8 I 1 ,77i u TITLE 1 OFFICE 11 OFFICE 11 tK +� � E 1 STEER FRAME 2%S7.2 RECEP. 1 II: II CCHIEF LENDI NGv I ti� o 1 1:11 WORK I 127 11 . 126 II OFFICER N I + + � o N X ROOM JUL ROOM 128 i II: 11 ;1- > X 11 130 N i� N AN1 N 129 �I N N I N LO 11 N I1 (.0 125 �� 132 ( I { o I-- _� LL ___� 101 ,5��b C/ — — o � I I I I i L LO = -JL=— \ LOBBY - ' -4" 9' -4" �g 8 -108' 9' -1" 9' -1" 9, -1„ OPEN 9' 4„ 9 102 CIRC II WORK AREA AREA 132 CiiD — x . - — — — W24x55 O L_ W24x05 — — — — — W21 x44 N x I II I I W10x12 I CIRC �) -- i 7' -4" 9' -1" M 00 c jl II I I AREA II WOVEN C4 w N X = I II I 1 E II 131 II �' 122 STOR. STOR. { STOP,. I Lod N' II II I 1198 W14x22 W1 6x36 I I OPEN NI 110. 111 II ( O O I I II �I W1002 11 N N i II II w Li -IF LOBBY I xl N v 11 G = =JL 00 ____ k I - -_ _ --`—"_ G X °' 0) 103 �' II STAIR �i N x II it x I W1204 x N N_ X I I 109 � _ �_ I I I I MEN �. 7 W1�x1 2 — 1 II II 121 __ _ _ _ _ =OPEN N 10' -0" g > -18„ g , -7 „ g , -7 „ 8' -28' N I 8' -1 8 , -8 „ g , - . „ II g, -4„ 9' -4„ g , -7 ,> I L" 3, -01,> 16' -5" W24x104 I IL==== — = =J�— — CIRC --- - - - - -- 0 N I I W24x94 R 11 HSS6x6x3,8 I � II 108 ,. V) CALL d -jI CENTER N N W r 112 N c0 li 107 X I c0 I X CO X N x <` N N N N DRIVE � _ - -i - - - W - -- r o M 0 M 0 106 II II I1 I I t - — CO 00 9' -7" 9' -7" � 9' -7" � 9' -7" 3: N CONSUM R II Ix LOAN II AREA � 104 O 105 11 STEEL < FRAME 4/S7.1 W1 6x26 1 Al L W16x26 0 N I I MANAG R 11 HSS6x6x3,8 I � II 108 11 CALL d -jI CENTER WORK 11 r 112 N c0 li 107 X I c0 I X CO X N x 8'- 28 „I, -28„ 8' -28» g, -28„ DRIVE � UP A E AI I 106 II II I1 I 1) W21 x50 CO Ft W14x22 LOW W14x22 LOW W14x22 LOW W8x31 HI W8x40 HI W8x40 HI N O O O O O O O N X X X X X X X X I I 3 3. � I I 5' 9” 6' -0" 6' -0" 6' -0" 6' -0" 6' -0" 6' -0" 5' -9" I W18x46 2' -0" lo 1 N O O O O O O 1 { I I W 18x46 I I I I wI Z I 0 Q o- 0 A I I I o_ X 00 O X 00 N I I O d 00 00 CO 00 00 00 00 { I I W 18x46 I I I I wI Z I 0 Q o- 0 A I I I o_ X 00 O X 00 I 0 0 6 X X X 00 00 I I I I I 8x46 O o_ 1 0 X X X co co I I I I 0 W21 x44 CIRC i AREA W21 x44 II u /EST, II AREA 118 116 - - - -- I I N N N Ii L KERS N II II Lo (0 0 II Co T ROOM N II I 115 x I) 7' -88 3: 7' -8-t 7' -88» 3:,11 8 ' -8 8„ v 8 ' -8 8,> I =_ II II N BREAK 1► MAIL {I x II ROOM it ROOM II 113 ii 114 II W21 x50 I W18x35 I N N I d' W16x31 I I I I I I I B.5 C.1 C.5 D D.2 D.7 D.9( E E.1 E.3 OND FLOOR FRAMING DIMENSION PLAN /(��SCALE: 1/8 " =1' -0" 1, SEE ARCHITECTURAL PLAN TO VERIFY ALL TOP OF STEEL ELEVATIONS. 2. "T.O.S." INDICATES TOP OF STEEL ELEVATION, CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY W/ ARCH PRIOR TO CCNSTRUCTION. COORDINATE DISCREPANCIES ACCORDINGLY 3, TOP OF STEEL ELEVATION AT SECOND FLOOR FRAMING SHALL BE; T.O.S.= 112' -7" (FIELD VERIFY W/ ARCH) 4, DIMENSIONS SHOWN ON PLAN ARE TO CENTERLINE OF BEAM. COORDINATE DISCREPANCIES OR ERRORS PRIOR TO CONSTRUCTION (FIELD VERIFY W/ ARCH) 0.9 DRAGLINE -----(24.5 — ---( ) DRAGLINE 4 i cp V v 1 U 0 M 0 0 o i N Old ~" N 0 C) 00 0. ' N h b �o p ati ' v o � SEAL: STRUCTURAL !�� J(- I w 1 4943 NORTH 29TH EAST, STE A �S�pMAI FN IDAHO FA1,LS, IDAHO 83401 z G Phone: (208) 552 -9874 O�� Q.��' �'F SHEET. o w Fax: (208)552 -9302 4� z y 95 F G 0 z z S2,03 42 W � R �L B P�� THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 LOW ROOF AT D IVE w THROUGH ICANOP N Cl x x' Go I I I I 0 W21 x44 CIRC i AREA W21 x44 II u /EST, II AREA 118 116 - - - -- I I N N N Ii L KERS N II II Lo (0 0 II Co T ROOM N II I 115 x I) 7' -88 3: 7' -8-t 7' -88» 3:,11 8 ' -8 8„ v 8 ' -8 8,> I =_ II II N BREAK 1► MAIL {I x II ROOM it ROOM II 113 ii 114 II W21 x50 I W18x35 I N N I d' W16x31 I I I I I I I B.5 C.1 C.5 D D.2 D.7 D.9( E E.1 E.3 OND FLOOR FRAMING DIMENSION PLAN /(��SCALE: 1/8 " =1' -0" 1, SEE ARCHITECTURAL PLAN TO VERIFY ALL TOP OF STEEL ELEVATIONS. 2. "T.O.S." INDICATES TOP OF STEEL ELEVATION, CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY W/ ARCH PRIOR TO CCNSTRUCTION. COORDINATE DISCREPANCIES ACCORDINGLY 3, TOP OF STEEL ELEVATION AT SECOND FLOOR FRAMING SHALL BE; T.O.S.= 112' -7" (FIELD VERIFY W/ ARCH) 4, DIMENSIONS SHOWN ON PLAN ARE TO CENTERLINE OF BEAM. COORDINATE DISCREPANCIES OR ERRORS PRIOR TO CONSTRUCTION (FIELD VERIFY W/ ARCH) 0.9 DRAGLINE -----(24.5 — ---( ) DRAGLINE 4 i cp V v 1 U 0 M 0 0 o i N Old ~" N 0 C) 00 0. ' N h b �o p ati ' v o � SEAL: STRUCTURAL !�� J(- I w 1 4943 NORTH 29TH EAST, STE A �S�pMAI FN IDAHO FA1,LS, IDAHO 83401 z G Phone: (208) 552 -9874 O�� Q.��' �'F SHEET. o w Fax: (208)552 -9302 4� z y 95 F G 0 z z S2,03 42 W � R �L B P�� THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 LOW ROOF AT D IVE w THROUGH ICANOP N Cl x x' Go I N N I d' W16x31 I I I I I I I B.5 C.1 C.5 D D.2 D.7 D.9( E E.1 E.3 OND FLOOR FRAMING DIMENSION PLAN /(��SCALE: 1/8 " =1' -0" 1, SEE ARCHITECTURAL PLAN TO VERIFY ALL TOP OF STEEL ELEVATIONS. 2. "T.O.S." INDICATES TOP OF STEEL ELEVATION, CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY W/ ARCH PRIOR TO CCNSTRUCTION. COORDINATE DISCREPANCIES ACCORDINGLY 3, TOP OF STEEL ELEVATION AT SECOND FLOOR FRAMING SHALL BE; T.O.S.= 112' -7" (FIELD VERIFY W/ ARCH) 4, DIMENSIONS SHOWN ON PLAN ARE TO CENTERLINE OF BEAM. COORDINATE DISCREPANCIES OR ERRORS PRIOR TO CONSTRUCTION (FIELD VERIFY W/ ARCH) 0.9 DRAGLINE -----(24.5 — ---( ) DRAGLINE 4 i cp V v 1 U 0 M 0 0 o i N Old ~" N 0 C) 00 0. ' N h b �o p ati ' v o � SEAL: STRUCTURAL !�� J(- I w 1 4943 NORTH 29TH EAST, STE A �S�pMAI FN IDAHO FA1,LS, IDAHO 83401 z G Phone: (208) 552 -9874 O�� Q.��' �'F SHEET. o w Fax: (208)552 -9302 4� z y 95 F G 0 z z S2,03 42 W � R �L B P�� THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 LOW ROOF AT D IVE w THROUGH ICANOP N Cl x x' Go SEAL: STRUCTURAL !�� J(- I w 1 4943 NORTH 29TH EAST, STE A �S�pMAI FN IDAHO FA1,LS, IDAHO 83401 z G Phone: (208) 552 -9874 O�� Q.��' �'F SHEET. o w Fax: (208)552 -9302 4� z y 95 F G 0 z z S2,03 42 W � R �L B P�� THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 LOW ROOF AT D IVE w THROUGH ICANOP N Cl x x' Go t i � B (13.5 C D D.6 D.8 E E.6' F FA G w z J <I I I o1 I I I I I I 12 6 9 S6,1 S6.1 S6.1' 0.9 6 TYP TYP TYP 0.9 I 6 S6 TYP W10x12 DRAGLINE SIM - - - W18x35 II -' W14x22 DRA W14x22 W14x22. 1 o W14x22 (I W12x14 STEEL FRAME 2/S7.2 S6.1 TYP I AREA 11 CPIEF MARKETING I 1 LOW ROOF, SEE PLAN I OFFICER NOTES ON S2.2 7 12x14 �;� B RE) X CLASSROOM ii z I I 226 R N Lo 228 I II N I S61 +�� N 230 I / II t TYP ���` o OPEN o 3' CONNECT STEEL WALL II S6.1 S6.1 11 ° 4 STUDS TO ROOF 7 II TYP 1 I 3 II FRAMING PER 4/S6.1 /� S6 1' W12x14 S6.1 TYP J L NR. 1.8 7 �/ TYP w12x19 8 - - RD CIRC, AREA g u SUPERVISOR - - S6,1' N N OPEN TO PEN 229 S6.1 TYP 225 S6.1 TYP �. .o. OPEN o.... BELOW. _ -� _--, ®. ....... -__ - -_ - - -_ N. - -- 2 6 102 II N ECP I f - ZC= Q S6.1 W12x19 II II II 212 (� li I :E - k k w o �I II I II II 1 Al A x14 OFFICE < X 10` W12x19 II I PE II 224 J WORK I - c - J - IL _o II I� 2Q J W '`� w 56.1 sIM AREA II lU I - - - --�� -- o _ JL - -- - -= i� ` 2..5' x 201 III STAIR II JW I (o -li i� < ii - -- - -- x r .� CD -_ - - -- II 109 II II CIRC. - - - - - - 1 �= - _ - - �� II 3 : AREA L_ - - - - _ - N VERCO 1.5HSB -36 22 GAUGE STEEL - ° L - - �DECK, SEE ROOF FRAMING PLAN NOTE 13 SER ERII II I STAIR O FIGS II S61 R A REA OOM { PE I I 120 #1 (TYPICAL UNLESS NOTED OTHERWISE) . WORK . �QP. II 210 o 50 211 II I ----- - - - FE. I - -- - - = =.- = = =- I II 11 II II M CP . I1 _= S6,1 =� 220. c WAITING AREA 218 ® G 3 - - DO NOT SPLICE - N g CIRC. �� S6.1 AIN- ._WORK W1 6k31 AT 219 x - Q _ _ - - -- AREA TYP ROOM CONNECTION - - - -- 1 LL - � XNECP. ------ - - - - -- 209 ------- - - - - -� 5 w 207 - -- OPEN � 208 � I I I I 3 3.5 - S6.1 OPEN I S6.1 TYP I II ACCOUNTING IF - J II II WORK II N CPIEF_OP II ASSISTANT II SUPER ISOR II II II II CPIEF_EXEC. 4 x OFF CER II OP II 20 I C IEF_FIN{1 AREA II OFFICER s6.1 II I RD OFFICER II 216 II 217 TYP STEEL FRAME 114/S7.1` S6.1 ` II 215 II II S6.1 4 D RA G LINE - - W14x22 �I W14x2211 Ii TYP W14x22 I1 11 W14x22 1 W14x22 - - DRAGLINE 4 9 9 6 6 S6.1 -' 56.1 I S6.1 TYP I I S6.1 OPP TYP I I I I ( I I I LOW ROOF AT DRIVE THROUGH CANOPY, SEE S2.2 I I I I I I I I I I i I I I I I I I I I I I I I Li ( I I ( W I z z � CD af c.� Q Q o- 0 A B:5 D E f G ROOF FRAMING PLAN <;:�.2 SCALE 1/8" =1' -0" ROOF FRAMING PLAN NOTES 1. ROOF DECK ATTACHMENT SHALL BE AS FOLLOWS UNO, SEE 37/S6.3: • (7) 1/2 "0 PUDDLE WELDS PER SHEET AT ENDS, END LAPS, AND INTERMEDIATE SUPPORTS AT DRAGLINES. • 112 "0 PUDDLE WELDS AT 6" O.C. AT PERIMETER SUPPORTS, EDGES OF OPENINGS PARALLEL WITH DECK NOTED ON PLANS, • SIDE SEAM ATTACHMENT SHALL BE BUTTON PUNCHES AT 12" O.C. 2. ROOF JOIST SHOWN ON PLAN ARE MINIMUM SIZES. ROOF JOIST MANUFACTURER SHALL DESIGN OPEN WEB STEEL JOISTS WITH LOADINGS AS FOLLOWS. JOIST MANUFACTURER SHALL ALSO DESIGN JOISTS AT OUTSIDE PERIMETER PARAPET WALLS FOR ADDITIONAL DRIFT LOADS PER THE 2003 IBC AS REQUIRED TL = 340 plf LL = 220 Of FOR SCHEMATIC ONLY AND NOT AN EXACT REPRESENTATION OF ACTUAL TRUSS PROFILE 3. ADDTIONAL MECHANICAL OPENINGS IN ROOF DECK NOT SHOWN SHALL BE COORDINATED W/ ENGINEERING STRUCTURAL SOLUTIONS PRIOR TO PENETRATING STRUCTURE. 4, AT MECHANICAL OPENING IN ROOF DECK PROVIDE L3 1/2x2 1/2x1/4 (LLV) ANGLE SUPPORTS AT PERIMETER WELDED TO STEEL JOISTS AND OTHER SUPPORT ANGLES W/ 3/16 "x2" LONG FILLETS, VERIFY OPENING SIZE W/ MECHANICAL CONTRACTOR AND ARCHITECT PRIOR TO INSTALLATION, SEE TYPICAL DETAIL 7/S4.1 FOR ADDITIONAL REQUIREMENTS. 5. SEE ARCHITECTURAL PLAN FOR ALL TOP OF STEEL ELEVATIONS. ELEVATIONS SHOWN IN THESE DRAWINGS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION, 6. AT GRIDLINES WHICH INDICATE "DRAGLINE" SEE DETAIL 2/S6.1 FOR BEAM TO COLUMN CONNECTION SCHEDULE. 7. PROVIDE THE FOLLOWING HEADER AT ALL LOCATIONS: • (2) 1200 S162 -54 STUDS W/ 60OT150 -54 TOP & BOTTOM TRACK, SEE DETAIL 38/S6.3. 8. PROVIDE (1) TRIMMER AND (2) KING STUDS AT EACH HEADER, U.N.O. 9. TYPICAL METAL STUD CURTAIN WALL FRAMING SHALL BE 60OS137 - STEEL STUDS AT 16" O.C. U.N.O, TYPICAL TOP AND BOTTOM TRACK TO BE 60OT125 -43 W/ (2) #10 SCREWS AT EA STUD, TOP AND BOTTOM TRACK TO BE ATTACHED TO STEEL DECKING W/ #10 SCREWS AT 6" O.C. OR TO STEEL BEAMS OR CONCRETE W/ SHOTPINS AT 16" O.C. 10. RD INDICATES ROOF DRAIN PENETRATIONS AT METAL DECK, COORDINATE LOCATION W/ ARCH DRAWINGS AND PLAN NOTE #4. 11. EVERY FRAMING DETAIL ON THESE PLANS DOES NOT REFERENCE A GIVEN SECTION. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL. CONFORM TO SIMILAR WORK SHOWN IN THESE DOCUMENTS. cp b en M flo h ~' N 0 O lei 00 a '' N b �o q a a� ti SEAL: S T R U C T U R A L z ° o 0 CA 4943 NORTH 29TH EAST, STE A \oML FH � z 0 IDAHO FALLS, IDAHO 83401 �, \STF C� w Phone: (208) 552 -9874 �O� Q-� [ Fax: (208) 552 -9302 4 ?� z y z 0 Z OF \Op P� Rol -\ W B N THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPP.ODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED, COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 cp b en M flo h ~' N 0 O lei 00 a '' N b �o q a a� ti SHEET. S3.1 z ° o SHEET. S3.1 STEEL BEAM AT CONCRETE PIER NO SCALE KEYNOTES: 1, STEEL COLUMN AT CONCRETE PIER, SEE PLAN AND DETAILS 2. STEEL BEAM, SEE PLAN 3. STEEL BEAM SHEAR PLATE PER 1 /S6.1 4, 1/2" THICK x 12" x 1' -4" STEEL EMBED PLATE W/ (8) 3/4 "Ox8" LONG HEADED STUDS 1' -0" ° O �r ° 0 0 2 8" N 5. CONCRETE PIER AT STEEL COLUMN, SEE PLAN 6, FINAL GRADE, OR CIVIL FLAT WORK, SEE ARCH A SECTION STEEL BEAM AT CONCRETE WALL TYPICAL FIELD INSTALLED WEB MEMBER AT STEEL JOIST NO SCALE 5' -0" MAX n TYPICAL LARGE OPENING IN DECK i TYPICAL SMALL OPENING IN DECK (10" SQUARE MAX) KEYNOTES: 1. STEEL STUD WALL, SEE PLAN 2. CONCRETE SLAB, SEE PLAN 3. STEEL BEAM, SEE PLAN 4. 3/4" x 4" x 0' -12" STEEL IMBED PLATE W/ (2) 3 /4 "Ox 8" LONG HEADED STUDS 4 " SIN 0 O I 0 „ 5. PROVIDE BLOCK -OUT IN CONCRETE WALL FOR STEEL BEAM AND EMBED PLATE 6. CONCRETE WALL, SEE PLAN FINAL GRADE, OR CIVIL FLAT WORK, SEE ARCH NO SCALE KEYNOTES: 1. #5 DOWEL TO LAP AND MATCH WALL REINF 24" 24 "1 2. #5 DOWEL TO MATCH FOOTING REINFORCEMENT 24" 24 "1 3. COMPACTED SUBGRADE, SEE GSA NOTE: A. FOR ITEMS SHOWN BUT NOT KEYNOTED, SEE FOUNDATION DETAILS CONCRETE FOOTING AT CONCRETE WALL NO SCALE OPENINGS IN ROOF DECK KEYNOTES: 1. ADDITIONAL CHORD SUPPORTING WEB MEMBER REQUIRED WHERE CONCENTRATED LOAD OCCURS MORE THAN 4" FROM PANEL POINT 2. CONCENTRATED LOAD APPLIED AT TOP AND BOTTOM CHORD 3. L2 1/2x2 1/2x3/16 EA SIDE OF CONCENTRATED LOAD TO NEAREST OPPOSITE CHORD PANEL POINT NOTE: A. THIS DETAIL REQUIRED WHEN CONCENTRATED LOAD EXCEEDS 250 LBS. NOTIFY ENGINEER OF ANY CONCENTRATED LOADS NOT SPECIFICALLY NOTED ON STRUCTURAL DRAWINGS THAT EXCEED 500 LBS. B. ATTACH ANGLE REINFORCING WEB MEMBER W/ 3/16" x2" LONG FILLETS EACH SIDE TYPICAL KEYNOTES: 1. L4x4x1 /4 ANGLE 2, L2x2x3/16 EXTEND 18" BEYOND OPENING EDGE 3. FRAMING MEMBER PER PLAN 4. COPE VERT LEG AT FRAMING MEMBER P 3/16 3 2 3/16 V 3 SECTION 0 1 KEYNOTES: 1. STEEL COLUMN, SEE PLAN 2. 3/4" THICK BASE PLATE W/ (4) 3/4"0x16" LONG ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN 12" EMBEDMENT) 3, 1 1 12" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 4. CONCRETE SLAB, SEE PLAN 5. 10" CONCRETE WALL, SEE PLAN 6. FINISHED GRADE OR, CIVIL FLATWORK, SEE ARCH 7. 5 ROWS OF #3 CLOSED TIES AROUND ANCHOR BOLTS AS SHOWN 10" 7 „ NO SCALE STIRUP AND TIE HOOKS N KEYNOTES: 1. D = 6d FOR #3 THRU #8 D = 8d FOR #9, 10 AND 11 D = 10d FOR #14 AND #18 2. EXTENSION 6d FOR #5 AND SMALLER 12d FOR #6 THRU #8 3. MINIMUM FINISHED BEND DIA FOR STIRRUPS AND TIES ONLY 4d FOR #5 AND SMALLER 6d FOR #6 THRU #8 8d FOR #9 THRU #11 NOTES: OFFSET BAR A. d = BAR DIA STANDARD REBAR BENDING DETAILS B. ALL REINFORCEMENT SHALL BE BENT COLD UNLESS NOTED 2 112" OTHERWISE ON PLANS OR DETAILS MIN NO SCALE PLAN - TYPICAL CONCRETE CORNER KEYNOTES: 1. CONCRETE WALL W/ REINF PER FOUNDATION DETAILS AND PLANS 2. CORNER BARS TO MATCH SIZE AND SPACE OF HORIZ REINF IN WALL NO SCALE KEYNOTES: 1. 10" CONCRETE WALL, SEE SHEET PLAN AND DETAILS FOR REINF 2. #5x48" LONG BAR AT 45' TYPICAL EA CORNER OF OPENING EA FACE 3. (2) #5 BARS EA SIDE AND EA FACE OF OPENING, EXTENDING PAST EDGE OF OPENING 24" MIN 4. (2) #5 BARS 5. #3 TIES AT 8" O.C. W/ (1) #3 TIE 3" FROM EA END NOTES: A. TYPICAL WALL REINF, NOT SHOWN FOR CLARITY B. CONCENTRATED POINT LOAD MUST NOT OCCUR OVER OPENING 5 4'- 0 1 MAX 4 2 Q0 z I - / \ 12 "CLR OPEN _ TY P Z 2' -0 " MIN a- TYP o 3 i 4' -0" SQUARE OR SMALLER OPENING IN CONCRETE WALL 1 < KEYNOTES: 1. BOTTOM OF CONCRETE 0 FOOTING OR FOUNDATION 2. SLEEVE SIZE TO PROVIDE N CLE AROUND UTILITY PIPE , 1 3. UTILITY PIPE 4. LEAN CONCRETE FILL PLACE z l` PRIOR TO FOOTING PLACEMENT, FORM WIDTH AS FOOTING SAME. <� ,' t 0 I r� 5. CLEARANCE EQUAL TO SLEEVE DIA (6" MIN) 3 6. 3' -0" MAX WIDTH. WHERE TRENCH WIDTH EXCEEDS T O O 3' -0" NOTIFY STRUCTURAL ' �^ ENGINEER PRIOR TO Q+ DEEP TRENCH PLACEMENT OF FOOTING o N h 7. BACKFILL AND RECOMPACT � q 3 TRENCH PER SOIL REPORT N AND SPECIFICATIONS N cz N O 8. BOTTOM OF TRENCH PARALLEL TO FOUNDATION SHALL NOT BE CLOSER O 1 THAN 1 TO 1 SLOPE FROM 0 4 BOTTOM EDGE OF FOOTING N O 1 NOTE: 'N A. SEE TYPICAL DETAIL FOR c' O 2 RADON TUBE INSECTION IN FOUNATION „� o SHALLOW TRENCH h 1 TYPICAL UTILITY TRENCH AT CONTINUOUS FOOTING NO SCALE KEYNOTES: 1. SAWCUT JOINT DEPTH EQUAL 1/4 SLAB THICKNESS 2. COMPACTED SUBGRADE, PER SAWCUT JOINT IN CONCRETE SLAB ON GRADE z J J II I II I IL I I I I I I I I Q 4943 NORTH 29TH EAST, STE A S�pNAL F z o IDAHO FALLS, IDAHO 83401 _p I I IL I I 1 II 11 p Q Fax: (208) 552-9302 y 4� w z W OPEN I I I II I o I OL g N II I I I I II Ln COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. II i I II a II II !I II II 3 / 16 N 11P 3/16 II II II II II n TYPICAL LARGE OPENING IN DECK i TYPICAL SMALL OPENING IN DECK (10" SQUARE MAX) KEYNOTES: 1. STEEL STUD WALL, SEE PLAN 2. CONCRETE SLAB, SEE PLAN 3. STEEL BEAM, SEE PLAN 4. 3/4" x 4" x 0' -12" STEEL IMBED PLATE W/ (2) 3 /4 "Ox 8" LONG HEADED STUDS 4 " SIN 0 O I 0 „ 5. PROVIDE BLOCK -OUT IN CONCRETE WALL FOR STEEL BEAM AND EMBED PLATE 6. CONCRETE WALL, SEE PLAN FINAL GRADE, OR CIVIL FLAT WORK, SEE ARCH NO SCALE KEYNOTES: 1. #5 DOWEL TO LAP AND MATCH WALL REINF 24" 24 "1 2. #5 DOWEL TO MATCH FOOTING REINFORCEMENT 24" 24 "1 3. COMPACTED SUBGRADE, SEE GSA NOTE: A. FOR ITEMS SHOWN BUT NOT KEYNOTED, SEE FOUNDATION DETAILS CONCRETE FOOTING AT CONCRETE WALL NO SCALE OPENINGS IN ROOF DECK KEYNOTES: 1. ADDITIONAL CHORD SUPPORTING WEB MEMBER REQUIRED WHERE CONCENTRATED LOAD OCCURS MORE THAN 4" FROM PANEL POINT 2. CONCENTRATED LOAD APPLIED AT TOP AND BOTTOM CHORD 3. L2 1/2x2 1/2x3/16 EA SIDE OF CONCENTRATED LOAD TO NEAREST OPPOSITE CHORD PANEL POINT NOTE: A. THIS DETAIL REQUIRED WHEN CONCENTRATED LOAD EXCEEDS 250 LBS. NOTIFY ENGINEER OF ANY CONCENTRATED LOADS NOT SPECIFICALLY NOTED ON STRUCTURAL DRAWINGS THAT EXCEED 500 LBS. B. ATTACH ANGLE REINFORCING WEB MEMBER W/ 3/16" x2" LONG FILLETS EACH SIDE TYPICAL KEYNOTES: 1. L4x4x1 /4 ANGLE 2, L2x2x3/16 EXTEND 18" BEYOND OPENING EDGE 3. FRAMING MEMBER PER PLAN 4. COPE VERT LEG AT FRAMING MEMBER P 3/16 3 2 3/16 V 3 SECTION 0 1 KEYNOTES: 1. STEEL COLUMN, SEE PLAN 2. 3/4" THICK BASE PLATE W/ (4) 3/4"0x16" LONG ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN 12" EMBEDMENT) 3, 1 1 12" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 4. CONCRETE SLAB, SEE PLAN 5. 10" CONCRETE WALL, SEE PLAN 6. FINISHED GRADE OR, CIVIL FLATWORK, SEE ARCH 7. 5 ROWS OF #3 CLOSED TIES AROUND ANCHOR BOLTS AS SHOWN 10" 7 „ NO SCALE STIRUP AND TIE HOOKS N KEYNOTES: 1. D = 6d FOR #3 THRU #8 D = 8d FOR #9, 10 AND 11 D = 10d FOR #14 AND #18 2. EXTENSION 6d FOR #5 AND SMALLER 12d FOR #6 THRU #8 3. MINIMUM FINISHED BEND DIA FOR STIRRUPS AND TIES ONLY 4d FOR #5 AND SMALLER 6d FOR #6 THRU #8 8d FOR #9 THRU #11 NOTES: OFFSET BAR A. d = BAR DIA STANDARD REBAR BENDING DETAILS B. ALL REINFORCEMENT SHALL BE BENT COLD UNLESS NOTED 2 112" OTHERWISE ON PLANS OR DETAILS MIN NO SCALE PLAN - TYPICAL CONCRETE CORNER KEYNOTES: 1. CONCRETE WALL W/ REINF PER FOUNDATION DETAILS AND PLANS 2. CORNER BARS TO MATCH SIZE AND SPACE OF HORIZ REINF IN WALL NO SCALE KEYNOTES: 1. 10" CONCRETE WALL, SEE SHEET PLAN AND DETAILS FOR REINF 2. #5x48" LONG BAR AT 45' TYPICAL EA CORNER OF OPENING EA FACE 3. (2) #5 BARS EA SIDE AND EA FACE OF OPENING, EXTENDING PAST EDGE OF OPENING 24" MIN 4. (2) #5 BARS 5. #3 TIES AT 8" O.C. W/ (1) #3 TIE 3" FROM EA END NOTES: A. TYPICAL WALL REINF, NOT SHOWN FOR CLARITY B. CONCENTRATED POINT LOAD MUST NOT OCCUR OVER OPENING 5 4'- 0 1 MAX 4 2 Q0 z I - / \ 12 "CLR OPEN _ TY P Z 2' -0 " MIN a- TYP o 3 i 4' -0" SQUARE OR SMALLER OPENING IN CONCRETE WALL 1 < KEYNOTES: 1. BOTTOM OF CONCRETE 0 FOOTING OR FOUNDATION 2. SLEEVE SIZE TO PROVIDE N CLE AROUND UTILITY PIPE , 1 3. UTILITY PIPE 4. LEAN CONCRETE FILL PLACE z l` PRIOR TO FOOTING PLACEMENT, FORM WIDTH AS FOOTING SAME. <� ,' t 0 I r� 5. CLEARANCE EQUAL TO SLEEVE DIA (6" MIN) 3 6. 3' -0" MAX WIDTH. WHERE TRENCH WIDTH EXCEEDS T O O 3' -0" NOTIFY STRUCTURAL ' �^ ENGINEER PRIOR TO Q+ DEEP TRENCH PLACEMENT OF FOOTING o N h 7. BACKFILL AND RECOMPACT � q 3 TRENCH PER SOIL REPORT N AND SPECIFICATIONS N cz N O 8. BOTTOM OF TRENCH PARALLEL TO FOUNDATION SHALL NOT BE CLOSER O 1 THAN 1 TO 1 SLOPE FROM 0 4 BOTTOM EDGE OF FOOTING N O 1 NOTE: 'N A. SEE TYPICAL DETAIL FOR c' O 2 RADON TUBE INSECTION IN FOUNATION „� o SHALLOW TRENCH h 1 TYPICAL UTILITY TRENCH AT CONTINUOUS FOOTING NO SCALE KEYNOTES: 1. SAWCUT JOINT DEPTH EQUAL 1/4 SLAB THICKNESS 2. COMPACTED SUBGRADE, PER SAWCUT JOINT IN CONCRETE SLAB ON GRADE z J J �1 a w tn kn O O z 0 H ~ SEAL: STRUCTURAL Q 4943 NORTH 29TH EAST, STE A S�pNAL F z o IDAHO FALLS, IDAHO 83401 w Phone: (208) 552 -9874 p w z Fax: (208) 552-9302 y 4� w z W �> q� o f: `OO P OL g N w THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE, PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED, COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 �1 a w tn kn O O z 0 H SHEET.• S4,01 �ll ^^ F --�1 I�1 F� V r ' W 10" ALL OTHER REINFORCING STEEL COLUMN AT CONCRETE WALL ~ w Q 3 Q � w w �> w w a SHEET.• S4,01 �ll ^^ F --�1 I�1 F� V r ' W 10" ALL OTHER REINFORCING STEEL COLUMN AT CONCRETE WALL I �L COLUMN I STEEL COLUMN AT FOUNDATION WALL X Q 0 I N NO SCALE x Q 0 I N LLK STEEL STUD WALL AT FOUNDATION ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS NO SCALE 0 I STEEL STUD WALL AT FOUNDATION 1. STEEL STUD WALL, SEE PLAN 2. CONT 60OT125 -43 BOTTOM TRACK W/ .145 4x3/4" SHOT PIN AT 8" O.C. INTO CONCRETE SLAB, AND (2) #10 SCREWS AT EA VERT STUD 3. CONCRETE SLAB, SEE PLAN 4. STEEL DECK, SEE PLAN FOR ATTACHMENT 5. ATTACH DECK TO LEDGER PER PLAN 6. CONT L4x4x3/8 W/ 5/8 "4x5" LONG SIMPSON TITAN HD ANCHOR AT 2' -0" O.C. 7. 10" CONCRETE WALL W/ #5 AT 16" O.C. HORIZ AND #6 AT 9" O.C. VERT 3. #6 DOWEL AT 9" O.C. D. CONC SLAB ON GRADE, SEE PLAN J. COMPACTED SUBGRADE, SEE GSN 1. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF 2. FINAL GRADE, SEE ARCH FOR ADDITIONAL INFORMATION 3, 4" CMU, SEE GSN FOR WALL ATTACHMENT NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS NO SCALE (:LK CONCRETE SLAB AT FOUNDATION KEYNOTES: 1. CONCRETE SLAB ON GRADE, SEE PLAN 2. 10" CONCRETE WALL W/ (4) #5 CONT HORIZ 3. #5 DOWEL AT 18" O.C. 4. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 5, COMPACTED SUBGRADE C;LK CONCRETE SLAB AT FOUNDATION KEYNOTES: 1. CONCRETE SLAB ON GRADE, SEE PLAN 2. 10" CONCRETE WALL W/ (4) #5 CONT HORIZ 3. #5 DOWEL AT 18" O.C. 4. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 5. COMPACTED SUBGRADE 6. CIVIL FLATWORK, SEE ARCH FOR ADDITIONAL INFORMATION 7. 4" CMU BEYOND, SEE ARCH B. STEEL STUD WALL BEYOND, SEE PLAN NO SCALE C x a Aw CLR STEEL STUD WALL AT FOUNDATION KEYNOTES: 1. STEEL STUD WALL, SEE PLAN 2. CONT 60OT125 -43 BOTTOM TRACK W/ .145 "0x3/4" SHOT PIN AT 8" O.C. INTO CONCRETE SLAB, AND (2) #10 SCREWS AT EA VERT STUD 3. CONCRETE SLAB, SEE PLAN 4. STEEL DECK, SEE PLAN FOR ATTACHMENT 5. ATTACH DECK TO LEDGER PER PLAN 6. CONT L4x4x3/8 W/ 5/8 "4x5" LONG SIMPSON TITAN HD ANCHOR AT 2' -0" O.C. 7. 10" CONCRETE WALL W/ # AT 16" O.C. HORIZ AND #6 AT 9" O.C. VERT 8. #6 DOWEL AT 9" O.C. 9. CONC SLAB ON GRADE, SEE PLAN COMPACTED SUBGRADE, SEE GSN 11. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF 12. FINAL GRADE, SEE ARCH FOR ADDITIONAL INFORMATION 13. 4" CMU, SEE GSN FOR WALL ATTACHMENT NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS NO 5CALE CLR STEEL STUD WALL AT FOUNDATION KEYNOTES: 1. STEEL STUD WALL, SEE PLAN 2. CONT 60OT125 -43 BOTTOM TRACK W/ .145 "0x3/4" SHOT PIN AT 8" O.C. INTO CONCRETE SLAB, AND (2) #10 SCREWS AT EA VERT STUD 3. CONCRETE SLAB, SEE PLAN 4. STEEL DECK, SEE PLAN FOR ATTACHMENT 5. #4 DOWEL 9 18" O.C. 2 24 6. 10" CONCRETE WALL W/ #5 AT 16" O.C. HORIZ AND #6 AT 9" O.C. VERT 7. #6 DOWEL AT 9" O.C. 8. CONC SLAB ON GRADE, SEE PLAN 9. COMPACTED SUBGRADE, SEE GSN 10. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS NO SCALE < C 3" CLR 1 STEEL STUD WALL AT FOUNDATION NO SCALE CLR 2 STEEL STUD WALL AT FOUNDATION NO SCALE KEYNOTES: 1. STEEL STUD WALL, SEE PLAN 2. CONT 60OT125 -43 BOTTOM TRACK W/ .145 "0x3/4" SHOT PIN AT 8" O.C. INTO CONCRETE SLAB, AND (2) #10 SCREWS AT EA VERT STUD 3. CONCRETE SLAB, SEE PLAN 4. STEEL DECK, SEE PLAN FOR ATTACHMENT 5. ATTACH DECK TO LEDGER PER PLAN 6. CONT L4x4x3/8 W/ 5/8 4x5" LONG SIMPSON TITAN HD ANCHOR AT 2' -0" O.C. 7. 10" CONCRETE WALL W/ #5 AT 16" O.C. HORIZ AND #6 AT 9" O.C. VERT 8. #6 DOWEL AT 9" O.C. 9. CONCRETE SLAB ON GRADE, SEE PLAN 10. COMPACTED SUBGRADE, SEE GSN 11, CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF 12. FINAL GRADE, SEE ARCH FOR ADDITIONAL INFORMATION 13. 4" CMU, SEE GSN FOR WALL ATTACHMENT A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS KEYNOTES: 1. STEEL STUD WALL, SEE PLAN 2. CONT 50OT125 -43 BOTTOM TRACK W/ .145 "0x3/4" SHOT PIN AT 8" O.C. INTO CONCRETE SLAB, AND (2) #10 SCREWS AT EA VERT STUD 3. CONCRETE SLAB, SEE PLAN 4. COMPACTED SUBGRADE, SEE GSN 5. 10" CONCRETE WALL W/ (4) #5 CONT HORIZ 6. #5 DOWEL AT 18" O.C. 7. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF 8. FINAL GRADE, SEE ARCH FOR ADDITIONAL INFORMATION 9. 4" CMU, SEE GSN FOR WALL ATTACHMENT NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS cz b cI q n °4 -g h ~ N O O 00 00 R ' N 0 'b N tea, o C~ U SEAL: S T R U C T U R L �A 4943 NORTH 29TH EAST, STE A S �pNAL �c � z IDAHO FALLS, IDAHO 83401 ISTE G� �Fp Phone: (208) 552 -9874 �O� Q.� w Fax: (208) 552-9302 [ 4 w z H Q z z F T9 � OF %'0 = �RoL W W B 01`G�y.P MONEEM THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED, COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 cz b cI q n °4 -g h ~ N O O 00 00 R ' N 0 'b N tea, o C~ U z 0 6 H o Q� �U� W w a SHEEP E~ r6 55.1 �ll F�1 H r � 0 I� 0 KEYNOTES: 1, STEEL COLUMN, SEE PLAN AND SCHEDULE 2. STEEL COLUMN BASE PLATE W/ (4) 3/4 "0 STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN B" EMBEDMENT) 3. 1 1/2" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 4. 6" THICK SQUARE ISOLATION NO REINF REQUIRED POUR AFTER DEAD LOADS ARE IN PLACE 5. CONCRETE SLAB ON GRADE, SEE PLAN 6. ISOLATED CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 7. COMPACTED SUBGRADE 8. ISOLATION JOINT KEYNOTES: 1. STEEL STUD WALL BEYOND, SEE PLAN 2. 4" CMU BEYOND, SEE ARCH 3. CONCRETE SLAB, SEE PLAN 4. STEEL DECK, SEE PLAN FOR ATTACHMENT 10" CONCRETE WALL W/ #5 AT 16" O.C. HORIZ AND 6 AT 9" O.C. VERT #6 DOWEL AT 9" O.C. CONC SLAB ON GRADE, SEE PLAN COMPACTED SUBGRADE, SEE GSN CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF CIVIL FLATWORK, SEE ARCH FOR ADDITIONAL INFORMATION NO SCALE kn CO � U lip k �c k 114 N A Q z 0 6 H o Q� �U� W w a SHEEP E~ r6 55.1 �ll F�1 H r � 0 I� 0 KEYNOTES: 1, STEEL COLUMN, SEE PLAN AND SCHEDULE 2. STEEL COLUMN BASE PLATE W/ (4) 3/4 "0 STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN B" EMBEDMENT) 3. 1 1/2" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 4. 6" THICK SQUARE ISOLATION NO REINF REQUIRED POUR AFTER DEAD LOADS ARE IN PLACE 5. CONCRETE SLAB ON GRADE, SEE PLAN 6. ISOLATED CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 7. COMPACTED SUBGRADE 8. ISOLATION JOINT KEYNOTES: 1. STEEL STUD WALL BEYOND, SEE PLAN 2. 4" CMU BEYOND, SEE ARCH 3. CONCRETE SLAB, SEE PLAN 4. STEEL DECK, SEE PLAN FOR ATTACHMENT 10" CONCRETE WALL W/ #5 AT 16" O.C. HORIZ AND 6 AT 9" O.C. VERT #6 DOWEL AT 9" O.C. CONC SLAB ON GRADE, SEE PLAN COMPACTED SUBGRADE, SEE GSN CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE & REINF CIVIL FLATWORK, SEE ARCH FOR ADDITIONAL INFORMATION NO SCALE KEYNOTES: 1. STEEL COLUMN, SEE PLAN AND SCHEDULE 2. STEEL COLUMN BASE PLATE W/ (4) 3/4 "0 STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN 12 EMBEDMENT) 3. 1 1/2" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 4. CONCRETE SLAB , SEE PLAN 5, CONCRETE PIER W/ (8) #6 BENT VERT BARS W/ (3) ROWS OF #3 CLOSED TIES IN TOP 5" AND AT 8" O.C. REMAINDER AS SHOWN 6. CONT HORIZONTAL WALL REINFORCING THROUGH PEDISTAL AS SHOWN 7. COMPACTED SUBGRADE, SEE GSN 8. FINAL GRADE, OR CIVIL FLAT WORK, SEE ARCH 9. 10" THICK CONCRETE WALL BEYOND, SEE PLAN 10. FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF NOTE: A. SEE DETAIL 8/S4.1 FOR STEEL BEAM FRAMING INTO CONCRETE COLUMN 1 NOTE: A. PROVIDE 1 112 "± NON SHRINK GROUT W/ LEVELING NUTS CL COLUMN I 1 1,> 2 � I I J � 00 O v - - - 00 0 1 t-0 N 5/16 5/16 KEYNOTES: 1. STEEL COLUMN, SEE PLAN 2. 8" CONCRETE WALL, SEE DETAIL 14/S5.2 3. STEEL COLUMN BASE PLATE W/ (4) 1 "0 STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN 20 EMBEDMENT) 4. 24 "x30" CONCRETE PIER W/ (12) #4 BENT VERT DOWELS W/ STANDARD HOOK INTO FOOTING W/ (3) ROWS OF #3 CLOSED TIES IN TOP 5" AND AT 8" O.C. REMAINDER AS SHOWN 5. #5 BENT DOWEL AT TOP AND BOTTOM OF WALL TO MATCH WALL REINF 6. COMPACTED SUBGRADE 7. ISOLATED CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 8. CONCRETE CURB PLATFORM BY OTHERS 9. ISOLATION JOINT 31, NOTE: A. SEE PLAN AND DETAIL 19/S5.3 FOR CONCRETE PIER CHANGES AROUND PERIMETER OF BUILDING I I i CL COLUMN I I i I I I I I I 2 4 I I 3 z I 5/16 I I _j ® o 0 AT � Q 1 5 5/16 12„ i-9 STEEL COLUMN AT FOUNDATION CLR STEEL COLUMN AT FOUNDATION SEE PLAN AND _E FOR SIZE AND ;ADE, OR CIVIL FLAT ;EE ARCH ;K CONCRETE WALL SEE PLAN NO SCALE KEYNOTES: 1, CONCRETE FOOTING AT STEEL COLUMN, SEE PLAN 2. #4 DOWEL AT 16" O.C. 18" I 18" CONCRETE SLAB ON GRADE, SEE PLAN CONCRETE ELEVATOR PIT FOUNDATION, SEE PLAN AND DETAIL 1 1/S5.2 COMPACTED SUBGRADE #5 DOWEL 36" LONG DRILLED AND EPDXIED INTO ELEVATOR PIT FOUNDATION AT 12" O.C. W/ 6" EMBEDMENT CONT WATER STOP TOTE: DETAIL OCCURS AT FOOTING F9.3 INTERSECTION W/ CONCRETE WALL AT ELEVATOR PIT, TYPICAL CONCRETE SLAB AT ELEVATOR PIT FOUNDATION NO SCALE ULK CONCRETE SLAB AT FOUNDATION KEYNOTES: 1. CONCRETE SLAB ON GRADE, SEE PLAN 2. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 3. COMPACTED SUBGRADE, SEE GSN r- o � I � CONCRETE WALL AT FOUNDATION KEYNOTES: 1, CONCRETE CURB PLATFORM BY OTHERS 2. CIVIL FLATWORK BY OTHERS 3. COMPACTED SUBGRADE, SEE GSN 4, CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 5. 8" CONCRETE WALL W/ (4) # HORIZ 6. #4 DOWEL AT 18" O.C. CONCRETE SLAB AT RECESS NO SCALE KEYNOTES: 1. CONCRETE SLAB ON GRADE, SEE PLAN 2. RECESSED FLOOR SLAB, SEE PLAN KEYNOTES: 1. STEEL STUD FRAMING, SEE ARCH 2. 8" THICK CONCRETE WALL W/ #4 AT 16" O.C. VERT AND 12" O.C. HORIZ (CENTERED) CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF COMPACTED SUBGRADE CONT WATER STOP # DOWEL AT 16" O.C. 24 L 12" #4 DOWEL AT 16" O.C. 18" 18 1, CONCRETE SLAB ON GRADE, SEE PLAN 11 � CONCRETE SLAB AT ELEVATOR PIT FOUNDATION - NO SCALE o� U b z 0 H Ix o �o Q SEAL: STRUCTURAL 0 ■�■�� �n 4943 NORTH 29TH EAST, STE A S \ONAL z 0 IDAHO FALLS, IDAHO 83401 ��9 GISTER C if, C Phone: (208) 552 -9874 z Fax: (208) 552 -9302 y 4 70 9 z z W z 0 Z q OF 0 P 2 �ROL W H B A1� �7 / 09- THESE PLANS, DRAWINGS AND DESIGNS ARE THIE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 o� U b z 0 H Ix o �o Q Q T 1 v a z w W H W O a SHEET.• a M 00 h o N b ~' N O O a� 00 aN h ,. " o � N a� Ems' i--1 w z 0 z 0 s S5,92 KEYNOTES: 1. STEEL COLUMN, SEE PLAN AND SCHEDULE 2. STEEL COLUMN BASE PLATE W/ (4) 3/4 "0 STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN 8" EMBEDMENT) 3. 1 1/2" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 4, CONCRETE SLAB , SEE PLAN 5. CONCRETE PIER W/ (8) #6 BENT VERT BARS W/ (3) ROWS OF #3 CLOSED TIES IN TOP 5" AND AT 8" O.C. REMAINDER AS SHOWN 6, COMPACTED SUBGRADE, SEE GSN CLK NOTE: A. SEE PLAN AND DETAIL 19/S5.3 FOR CONCRETE PIER CHANGES AROUND PERIMETER OF BUILDING CL COLUMN z J a U 5/16 Iz KEYNOTES: 1. STEEL COLUMN, SEE PLAN AND SCHEDULE 2. STEEL COLUMN BASE PLATE W/ (4) 3/4 "0 STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN 12" EMBEDMENT) 3. 1 1 12" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 4. CONCRETE SLAB , SEE PLAN 5. CONCRETE PIER W/ (8) # BENT VERT BARS W/ (3) ROWS OF #3 CLOSED TIES IN TOP 5" AND AT 8" O.C. REMAINDER AS SHOWN 6. COMPACTED SUBGRADE, SEE GSN 7. FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF 8. 10" THICK CONCRETE WALL BEYOND, SEE PLAN 9. FINAL GRADE, OR CIVIL FLAT WORK, SEE ARCH I I 7 I I - C I ------ - - - - -I 3" 6 CLR STEEL COLUMN AT FOUNDATION I I KEYNOTES: 1. STEEL COLUMN, SEE PLAN AND SCHEDULE 2, 112" THICK GUSSET PLATE 3. STEEL TUBE BRACE, SEE FRAME ELEVATION DETAILS S7.1 4. FOUNDATION WALL 5, CONCRETE PIER W/ (16) # VERT BARS W/ (3) ROWS OF #3 CLOSED TIES IN TOP 5" AND AT 8" O.C. REMAINDER AS SHOWN 6. COMPACTED SUBGRADE, SEE GSN 7. FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF 8. CONCRETE SLAB , SEE PLAN 9. 1 1 12" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 10. 1" THICK STEEL BASE PLATE W/ (6) 1 1 /8 "bx 48" LONG ANCHOR BOLTS W/ 43" EMBEDMENT W/ NUT WELDED AT THE BASE. SEE DETAIL 20/S5.3 FOR BASE PLATE CONFIGURATION 11, CONT HORIZONTAL WALL REINFORCING THROUGH PEDISTAL AS SHOWN 12. 1" PORT -HOLE TO ALLOW FOR FLOWABLE NON- SHRINK GROUT TO BE INSTALLED INTO SHEAR LUG BLOCK -OUT. INSTALL FLOWABLE NON- SHRINK GROUT THROUGH PORT -HOLE AFTER COLUMN INSTALLATION AS SHOWN 13, 3/4" THICK x 8" x 1' -2" STEEL SHEAR LUG AT COLUMN BASE PLATE W/ 5/16" FILLET WELD EACH SIDE FULL LENGTH 14. PROVIDE 10" DEEP x 5" WIDE x l'-4" LONG BLOCK -OUT IN TOP OF CONCRETE PIER FOR SHEAR LUG INSTALLATION AT COLUMN BASEPLATE NOTE: A. SPECIAL INSPECTION OF SHEAR LUG GROUTING IS REQUIRED STEEL COLUMN AT CONCRETE PIER AND FOUNDATION NO SCALE GRID 0 GRID 5/16 V WORK POINT 5/16N8" j 5/161/8 r _ r 2 �r r r r r r r r r r r 3 r � r r � 5 / 16 NW' Z 5/161/8" KEYNOTES: 1. STEEL COLUMN, SEE PLAN AND SCHEDULE 2. 112" THICK GUSSET PLATE 3. STEEL TUBE BRACE, SEE FRAME ELEVATION DETAILS S7.1 AND S7.2 4. FOUNDATION WALL 5, CONCRETE PIER W/ (16) #6 VERT BARS W/ (3) ROWS OF #3 CLOSED TIES IN TOP 5" AND AT 8" O.C. REMAINDER AS SHOWN 6. COMPACTED SUBGRADE, SEE GSN 7. FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF B. CONCRETE SLAB , SEE PLAN 9. 1 1 12" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 10, 1" THICK STEEL BASE PLATE W/ (6) 1 1 /8 Ox 48" LONG ANCHOR BOLTS W/ 43" EMBEDMENT W/ NUT WELDED AT THE BASE 11. CONT HORIZONTAL WALL REINFORCING THROUGH PEDISTAL AS SHOWN 12. 1" PORT -HOLE TO ALLOW FOR FLOWABLE NON- SHRINK GROUT TO BE INSTALLED INTO SHEAR LUG BLOCK -OUT 13. 3/4" THICK x 8" x 1' -2" STEEL SHEAR LUG AT COLUMN BASE PLATE W/ 5/16" FILLET WELD EACH SIDE FULL LENGTH 14. PROVIDE 10" DEEP x 5" WIDE x 1' -4" LONG BLOCK -OUT IN TOP OF CONCRETE PIER FOR SHEAR LUG INSTALLATION AT COLUMN BASEPLATE 15. INSTALL FLOWABLE NON- SHRINK GROUT THROUGH PORT -HOLE AFTER COLUMN INSTALLATION AS SHOWN NOTES: A. SPECIAL INSPECTION OF SHEAR LUG GROUTING IS REQUIRED B. SEE DETAIL 8/S4.1 FOR STEEL BEAM FRAMING INTO CONCRETE COLUMN STEEL COLUMN AT CONCRETE PIER AND FOUNDATION NO SCALE 1.1 1 � ) 4 I 111 CONCRETE PIER AT FOUNDATION KEYNOTES: 1. CONT HORIZONTAL WALL REINFORCING THROUGH PEDISTAL AS SHOWN 2. #5 BENT DOWEL NOTE: A. SEE DETAIL 16/S5.2 FOR STEEL COLUMN CONNECTION AT CONCRETE PIER NO SCALE I I I I I I I 5/16 I L4 i -- Ln I 5 1 I I L j x Q � J 3" CLR 18 STEEL COLUMN AT FOUNDATION NO SCALE KEYNOTES: 1. STEEL COLUMN, SEE PLAN AND SCHEDULE 2. STEEL COLUMN BASE PLATE W/ (4) 3/4 "0 STEEL ANCHOR BOLTS W/ NUT WELDED AT THE BASE (MIN 8" EMBEDMENT) 3. 1 1/2" NONSHRINK GROUT BELOW BASE PLATE W/ LEVELING NUTS 4. CONCRETE SLAB , SEE PLAN 5. CONCRETE PIER W/ (8) # BENT VERT BARS W/ (3) ROWS OF #3 CLOSED TIES IN TOP 5" AND AT 8" O.C. REMAINDER AS SHOWN 6. CONT HORIZONTAL WALL REINFORCING THROUGH PEDISTAL AS SHOWN 7. COMPACTED SUBGRADE, SEE GSN 8. FINAL GRADE, OR CIVIL FLAT WORK, SEE ARCH 9. 10" THICK CONCRETE WALL BEYOND, SEE PLAN 10, FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF NOTE: A. SEE DETAIL 8/S4.1 FOR STEEL BEAM FRAMING INTO CONCRETE COLUMN � V a� cz b 0 00 Q n h ~' N 0 R,, N - � N a� [r SEAL: STRUCTURAL O O 0 CA 4943 NORTH 29TH EAST, STE A S\ONAL F z 0 IDAHO FALLS, IDAHO 83401 Phone: (208) 552 -9874 t`�' %STQ Q��' w Fax: (208) 552-9302 [ �O� a w z a y 0 z W R OL B Pl�C THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED, COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 � V a� cz b 0 00 Q n h ~' N 0 R,, N - � N a� [r n "S O O n W 0 a ' SHEET.• v H W F� V F --�1 W u� / NU SCALE GRID Z O O W 0 a ' SHEET.• v H W F� V F --�1 W u� / NU SCALE GRID KEYNOTES: KEYNOTES: KEYNOTES: NOMINAL BEAM NUMBER OF BOLTS KEYNOTES: DEPTH 'D" IN ROW 1. SHEAR PLATE, SEE 1/S6.1 1. STEEL BEAM SHEAR PLATE 1. 3/16 "x5 "x10" TIE PLATE 1. AISC MIN EDGE DISTANCE FOR CONNECTION INFORMATION PER 1/S6.1 TYPICAL AND 2/S6.1 GRID W/ 1 1/2" LONG SLOTTED 8" TO 10" (2) 7/8 "0 GRID AT DRAGLINES SHOWN ON 3 HOLES TO RECEIVE (2) #12 12" TO 14" (3) 7/8 "0 2. SHEAR PLATE TO EQUAL OR 2. STEEL BEAM, SEE PLAN THE PLAN SCREWS W/ WASHERS AT 16" (4) 7/8 "0 EXCEED BEAM WEB 4 EACH STUD (INSTALL NEAR 18" (5) 7/8"0 THICKNESS 3/8" MIN OR GRID 2 1 4 1 2 2• STEEL BEAM, SEE PLAN 5 TOP OF BEAM AS SHOWN) 21" (6) 7/8 "� AS SHOWN OTHERWISE NOTE: 24" TO 27" (7) 7/8" 3. HORIZ SHORT SLOTTED 3. STEEL COLUMN, SEE PLAN 3/16 2 -12 2. 60OS137 -43 STEEL STUDS A. ALL OTHER FRAMING NOT I AT 16" 0. C. 30 (8) 7/8 HOLES AT 3" O.C. MIN IN � 1 2 >, 2 I SLOPE PER ARCH . » SHOWN FOR CLARITY, I I 4. 1 /2 CAP PLATE I 1 33 (9) 7/8 "0 EITHER BEAM OR SHEAR SEE PLANS o II I1 0 1 I 1 3. CONT 60OT125 -43 TOP 36" (10) 7/8 "0 PLATE PER AISC SPEC 0 II II o NOTE: 1 1 TRACK W/ (2) #10 SCREWS "77`` {�` t Oil l , B. SEE ROOF PLAN FOR STEEL 0 11 11 o AT EACH VERT STUD ® 5 4. 1/2" CLEAR TO FACE OF DECK ATTACHMENT p o A. ALL OTHER FRAMING NOT 1 60�� SUPPORTING MEMBER (TYP) REQUIREMENTS I I SHOWN FOR CLARITY, 4. CONT L 2 1 /2x2 1 /2x3/16 1 1 SEE PLANS I ANGLE ATTACHED TO STEEL 5. 5/1 6" FOR 21 " DEEP BEAMS C, SLOPE ROOF PER ARCH I I 1 /8 1 BEAM BETWEEN JOISTS B. SEE ROOF PLAN FOR STEEL 1/8 DECK ATTACHMENT / 1 5. ROOF DECK, SEE PLAN 3 2 OR B. OR BEAMS 1 I • I I I 1 I I p h 1 , i REQUIREMENTS I i 6. STEEL BEAM, SEE PLAN Oo `1' O NOTES: �y , cq 6 -6 2 I I I 3 C. SLOPE ROOF PER ARCH 1 I I 6 I 2 A. TYP CONNECTION CONSISTS o N I I 8 1 I 7. STEEL JOIST SEE PLAN OF ONE SHEAR PLATE WITH h 3/4 "0 OR 7/8 "0 A325N O I I 8. BRICK VENEER, SEE GSN O 0 BOLTS, SEE SCHEDULE "I N NOTE: O O 2 ® B. MAINTAIN BOLT SPACING AND 7 �5 MAX EDGE DISTANCES PER AISC • � ' Zi A. SLOPE ROOF JOISTS PER ARCH 1 SPEC a 12 STEEL BEAM AT STEEL BEAM a STEEL BEAMS AT STEEL COLUMN 4 STEEL JOIST AND BE AT STEEL STUD WALL 1 TYPICAL SHEAR PLATE CONNECTION DETAIL t< NO SCALE � � -- N NO SCALE NO SCALE NO SCALE KEYNOTES: KEYNOTES: y GRID KEYNOTES: KEYNOTES NOMINAL BEAM NUMBER OF BOLTS o 1. STEEL BEAM SHEAR PLATE 1. STEEL BEAM SHEAR PLATE GRID 1. 3/16 "x5 "x1O" TIE PLATE DEPTH "D " IN EA ROW 1. AISC MIN EDGE DISTANCE v PER 1 /S6.1 TYPICAL AND 2/S6.1 PER 1 /S6.1 TYPICAL AND 2/S6.1 W/ 1 1 12" LONG SLOTTED 8 TO 10" (2) 7/8 c AT DRAGLINES SHOWN ON AT DRAGLINES SHOWN ON HOLES TO RECEIVE (2) #12 12" TO 14" (3) 7/8 "0 2. KNIFE PLATE TO EQUAL OR -C � WEB THE PLAN EACH T D (NSTALL 7 TH CKND BEAM 16" MIN `'� I THE PLAN 3 / 18" (5) 7/8 „� 0 j 2. STEEL BEAM, SEE PLAN 2. STEEL BEAM, SEE PLAN I 1 4 TOP OF BEAM AS SHOWN) 21 " (6) 7/8 "0 3. STANDARD HOLES AT 3" D.0 2 1 I 4 1 2 3. STEEL COLUMN, SEE PLAN 4 1 3. STEEL COLUMN, SEE PLAN I i 5 2. 60OS137 -43 STEEL STUDS 24" TO 27" (7) 7/8 "0 MIN IN EITHER BEAM OR M 3/16 2 -12 AT 16' 0. C. SHEAR PLATE PER AISC SPEC 4. 1/2" CAP PLATE 4. 1 12" CAP PLATE 2 I I SLOPE PER ARCH I I I 1 3, CONT 60OT125 -43 TOP 4. 1/2" CLEAR TO FACE OF p 1 I p I I TRACK W/ (2) #10 SCREWS SUPPORTING MEMBER (TYP) 11 NOTE: 2 I j l 0 o o NOTE: 1 I I AT EACH VERT STUD C) I I II I l I I l p i i I l o A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, I 0 A. ALL OTHER FRAMING NOT SHOWN 1 �� I 4. CONT L 2 1/2x2 1 /2x3/1 6 3/8 TYP I 3/8 Q SEE PLANS I I FOR CLARITY, SEE PLANS I ANGLE ATTACHED TO STEEL TYP 3/8 ® I I I 3/8 A. TYP CONNECTION CONSISTS ,.. I I 1 I BEAM BETWEEN JOISTS O I OF ONE SHEAR PLATE WITH p1ft I I I 2 3 I 2 B. ADDITIONAL REQUIREMENTS MAY 1 8 B 1 I I I 1 "� A325 -SC BOLTS, SEE B . SEE ROOF PLAN FOR STEEL / -- I I DECK ATTACHMENT j BE NEEDED AS NOTED IN STEEL 1/8 j 5. ROOF DECK, SEE PLAN SCHEDULE REQUIREMENTS I I FRAME DETAILS OR ELEVATIONS, I i I SEE PLAN. THIS DETAIL SHOWS 6. STEEL BEAM, SEE PLAN 1 O 0 1 I I I I ° B. MAINTAIN BOLT SPACING AND I I I I I I I 3 C. SLOPE ROOF PER ARCH CONDITIONS FOR GRAVITY LOADS I I EDGE DISTANCES PER AISC ONLY 1 I 6 7. STEEL JOIST, SEE PLAN 1 1 SPEC I 1 3 1 I 1 I C. SLOPE ROOF PER ARCH I I 8. BRICK VENEER, SEE GSN C. THIS DETAIL OCCURS AT ALL O � I I 2 BEAM TO COLUMN NOTE: i 3 CONNECTIONS ALONG DRAGLINE GRIDS AS NOTED 7 A. SLOPE ROOF JOISTS PER ARCH ON THE PLANSTHE PLANS 13 STEEL BEAMS AT STEEL COLUMN s STEEL BEAMS AT STE COLUMN 5 STEEL JOIST AND BEAM AT STEEL STUD WALL 2 SHEAR PLATE CONNECTION DETAIL AT DRAGLINE NO SCALE SCALE NO NO SCALE NO SCALE KEYNOTES: KEYNOTES: KEYNOTES: KEYNOTES: 1. STEEL BEAM SHEAR PLATE 1. STEEL BEAM SHEAR PLATE 1. 3/16 "x5 "x10" TIE PLATE 1. ROOF DECK, SEE PLAN TYPICAL AND 2/S6.1 PER 1 /S6.1 TYPICAL AND 2/S6,1 W/ 1 1 /2" LONG SLOTTED PER 1 /S6.1 AT DRAGLINES SHOWN ON AT DRAGLINES SHOWN ON GRID HOLES TO RECEIVE (2) #12 1 2. STEEL JOIST, SEE PLAN p THE PLAN GRID THE PLAN SCREWS W/ WASHERS AT (REFER TO MANUFACTURER EACH STUD (INSTALL NEAR EXACT LOCATION AND U 2. STEEL BEAM, SEE PLAN 2. STEEL BEAM, SEE PLAN 3 TOP OF BEAM AS SHOWN) CONNECTION TO STEEL W I I GIRDER TRUSS) O Q 3. STEEL COLUMN, SEE PLAN 2 1 1 2 3. STEEL COLUMN, SEE PLAN 2. 60OS137 - 43 STEEL STUDS p q q Q 1 / I 1 AT 16" O.C. 3. STEEL BEAM, SEE PLAN r 4. 1/2" CAP PLATE 1 3 3. CONT 60OT125 -43 TOP NOTES: 1 NOTE' I 4 TRACK W/ (2) #10 SCREWS i I p o II I1 o NOTE: 2 i I I 1 0 A. ALL OTHER FRAMING NOT SHOWN 0 11 I1 0 10 AT EACH VERT STUD A. JOIST SLOPE AT ROOF NOT 2 I I I o FOR CLARITY, SEE PLANS oil 1 A. ALL OTHER FRAMING NOT 1 I I SHOWN IN THIS DETAIL, SEE I I SHOWN FOR CLARITY, I I _ - - _ _ _ _ _ _ - 4. ROOF DECK, SEE PLAN ARCH DRAWINGS FOR SLOPE 1 1 B. ADDITIONAL REQUIREMENTS MAY 1 SEE PLANS REQUIREMENTS I I BE NEEDED AS NOTED IN STEEL 1 1 1 ��I 5. STEEL BEAM, SEE PLAN o 3 1 I 2 FRAME DETAILS OR ELEVATIONS, , B. SEE ROOF PLAN FOR STEEL SEE PLAN. THIS DETAIL SHOWS I I 2 DECK ATTACHMENT 1 6 6, STEEL JOIST, SEE PLAN H '' I I CONDITIONS FOR GRAVITY LOADS I I 1 REQUIREMENTS 1 /8 1 I I ONLY 1 1 1/8 I I 7. BRICK VENEER, SEE GSN I 1 I 1 3 C. SLOPE ROOF PER ARCH I I NOTE: t: I 1 A. SLOPE ROOF PER ARCH 2 3 2 U� 14 STEEL BEAMS AT STEEL COL 10 STEEL BEAMS AT STEEL COLUMN /1 STEEL JOIST AND BEAM AT STEEL STUD WALL 3 STEEL JOIST AT STEEL BEAM A Q NO SCALE NO SCALE NO SCALE NO SCALE M1 ^ • v KEYNOTES: KEYNOTES: KEYNOTES: GRID 1. STEEL BEAM SHEAR PLATE 1. CANTILEVERED STEEL BEAM, SEE 1. STEEL BEAM SHEAR PLATE ^ E T A PER 1/S6.1 TYPICAL AND 2/S6.1 PLAN PER 1/S6.1 TYPICAL AND 2/S6.1 AT DRAGLINES SHOWN ON AT DRAGLINES SHOWN ON THE PLAN 1 / 4 5/16 2. 3/4" CAP PLATE W/ (4) 3/4 "b THE PLAN 1/4 1 1 A325N BOLTS 2. STEEL BEAM, SEE PLAN 4 2. STEEL BEAM, SEE PLAN I I 7 3. STEEL BEAM AND SHEAR PLATE 2 1 1 2 3. STEEL COLUMN, SEE PLAN I" 'I I I '- 12" .-u� PER 1 /S6.1 OR 2/56.1 AS I I 01 3 1 2 OCCURS, SEE PLAN TE: o - - -- 0 11 II 0 NO o 1/4 ° O ° - - - -- NOTE: F� 0 1 it o A. ALL OTHER FRAMING NOT ° p 11 I p SHOWN FOR CLARITY, p 1 1 �" 1 �" 10 1 1 O A. ALL OTHER FRAMING NOT I I SEE PLANS 2 2 I 10110 PLAONSN FOR CLARITY, SEE V 1 5 TYP TYP 1 1 I 2 3. STEEL COLUMN, SEE PLAN 1 p w I 2 I I 6 STRUCTURAL SEAL: I 1 5/16 4. 3/8" THICK WEB STIFFENER a c 1 PLATE EACH SIDE OF BEAM 2 M 4943 NORTH 29TH EAST, STE A ��pNAL I z 0 F I IDAHO FALLS, IDAHO 83401 I I t RF ti • i 1 3 I I 5. 3/8 ' THICK WEB STIFFENER � r Phone: (208) 552 -9874 SHEET. �O Q. p tr`� I I I I AT BEAM TO BEAM CONNECTION w [ Fax: (208) 552 -9302 4 I I 1 1 W H I , 3 6. SHEAR PLATE, SEE 1 /S6.1 FOR z I I CONNECTION INFORMATION c7 0 z z ' Q OF � 1 7. CONT STEEL BEAM, SEE PLAN (DO NOT SPLICE BEAM AT W �' 0 l g A�� CONNECTION) 15 STEEL BEAMS AT STEEL COLUMN 11 STEEL F RAM E CONNECTION 7 STEEL BEAM AT STEEL BEAM THESE PLANS DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. NO SCALE NO SCALE COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 KEYNOTES: KEYNOTES: KEYNOTES: 1. STEEL BEAM, SEE PLAN 1. HSS6X6X3 /8 STEEL COLUMN KEYNOTES: GRID 1. STEEL BEAM SHEAR PLATE TO ROOF, SEE PLAN 1. CONCRETE SLAB, SEE PLAN PER 1/S6.1 TYPICAL AND 2. SHEAR PLATE, SEE 1/S6.1 2/S6.1 AT DRAGLINES FOR CONNECTION 2. STEEL BEAM, SEE PLAN 2. STEEL DECK, SEE PLAN SHOWN ON THE PLAN SIDE INFORMATION - - FOR ATTACHMENT TOP AND 4 I I 3. FULL HEIGHT 3/8" THICK WEB 1 1 2. STEEL BEAM, SEE PLAN BOTTOM 3/8 1 3. L3 112 " x 3 1/2" x 7/16" (D-\ I STIFFENER ON OTHER SIDE OF 3. 5/8" Ox3 1/2" LONG HEADED 2 1 I 2 DBL SHEAR CLIP ANGLE W/ I 1 2 I I BEAM AT COLUMN AND FULL STUDS FOR COMPOSITE DECK, I I 3. STEEL COLUMN, SEE PLAN BOLTS PER DETAIL 1/S6.1 1 1 5/16 -� HEIGHT SHEAR PLATE THIS SIDE SEE PLAN I I I 3 I OF BEAM PER 1 /S6.1 I I 1 4. STEEL TUBE BEAM, SEE PLAN 4 1 1 2 4. STEEL BEAM, SEE PLAN o 1 I o 1 4. 3/4" CAP PLATE W/ (4) 3/4 "0 1 2 3 o 0 NOTE: A325N BOLTS � p I 1 1 p A. ALL OTHER FRAMING NOT OIL NOTES: o I i I I o SHOWN FOR CLARITY, - -- A. WELD STEEL DECK TO STEEL SEE PLANS Mo JOIST PER REQUIREMENTS I I B. SEE ROOF PLAN FOR STEEL II SHOWN ON FRAMING PLAN I I DECK ATTACHMENT ° p '\\ 2 �� 1 I REQUIREMENTS h 1 ;; Qo 00 o 1/4 2 1/4 3 � b N N cts 26 STEEL BEAM AT STEEL COLUMN 23 STEEL COLUMN AT STEEL BEAMS 19 STEEL BEAM AT COMPOSITE DECK 16 STEEL BEAMS AT STEEL COLUMN NO SCALE NO SCALE NO SCALE NO SCALE KEYNOTES: KEYNOTES: KEYNOTES: KEYNOTES: 1. STEEL BEAM, SEE PLAN 1. STEEL TUBE BEAM, SEE PLAN 1. CONCRETE SLAB, SEE PLAN 1. 3/16 "x5 "x10" TIE PLATE b N 2. L3 1 12" x 3 1/2" x 7/16 W/ 1 1 /2" LONG SLOTTED fi r. q CLIP ANGLE W/ BOLTS PER 2. 3/8" THICK GUSSET PLATE 2. STEEL DECK, SEE PLAN HOLES TO RECEIVE (2) #12 o X04, DETAIL 1/S6.1 I TOP AND W/ (1) 3/4 "0 THROUGH BOLT FOR ATTACHMENT GRID SCREWS W/ WASHERS AT 1/4 EACH STUD (INSTALL NEAR 3. SHEAR PLATE, SEE 1/S6.1 1 / 4 OO BEAM 3. STEEL BEAM, SEE PLAN I TOP OF BEAM AS SHOWN) O FOR CONNECTION 2. 600S137 -43 STEEL STUDS y r 3 INFORMATION 2 \ 1 NOTES: 1 1 / 4 1 I AT 16" O.C. NOTE: \ \ 1 /4 O A. WELD STEEL D TO STEEL I I 4 1 I 3. 1/8 THICK BENT CONT A. ALL OTHER FRAMING NOT 2 \ o� 1 2 JOIST PER REQUIREMENTS 3 4 CLOSURE PLATE, SEE ARCH � SHOWN ON FRAMING PLAN FOR OVERHANG -, O I I O O SHOWN FOR CLARITY, SEE 2 O O PLANS - - - 3 „ 3„ 1 \ 1 4. FLOOR DECK, SEE PLAN Q 3 t. O _ (D- I I - -- - -' - -- - -' p I 1 5. STEEL BEAM, SEE PLAN �I I 3 3. STEEL COLUMN, SEE PLAN 2 �0 5 6. BRICK VENEER, SEE GSN 1/8 1 `� 1 TOP AND 1/4 I BOTTOM OF BEAM 1/ / 4 3 1/8 I PLAN VIEW: 6 1 � I ( TOP AND 1/4 I I BOTTOM OF BEAM 1//4 ... 27 STEEL BEAM AT STEEL BEAM --- 20 STEEL BEAM AT COMPOSITE DECK 17 STEEL BEAM AND COMPOSITE DECK AT STEEL STUD WALL NO SCALE '� A NO SCALE NO SCALE 1 KEYNOTES: T.O.S.= 119' -6" I I KEYNOTES: KEYNOTES: 1. SHEAR PLATE, SEE 1/S6.1 - I I I 1. 1/8" THICK BENT CONT 1. 3/16 "x5 "x10" TIE PLATE FOR CONNECTION FIELD VERIFY I CLOSURE PLATE, SEE ARCH W/ 1 1/2" LONG SLOTTED INFORMATION i I I FOR OVERHANG HOLES TO RECEIVE (2) #12 1 O GRID SCREWS W/ WASHERS AT Z © r 2. STEEL BEAM, SEE PLAN I ( 3 1/4 TOP AND 2. CONCRETE SLAB, SEE PLAN EACH STUD (INSTALL NEAR 1 I BOTTOM TOP OF BEAM AS SHOWN) NOTE: OF BEAM 3. 5/8" Ox3 112" LONG HEADED STUDS O 1 FOR COMPOSITE DECK, SEE PLAN - 2. 60OS137 -43 STEEL STUDS 1 A. ALL OTHER FRAMING NOT 1 I AT 16" O.C. a 2 SHOWN FOR CLARITY, SEE 4. STEEL DECK, SEE PLAN PLANS 2 2 FOR ATTACHMENT I 3. 1/8" THICK BENT CONT 1/4 I I 3 4 CLOSURE PLATE, SEE ARCH p T.O.S,= 112 1 3 5. STEEL BEAM, SEE PLAN 1 I FOR OVERHANG ;. p 1/4 ( ( - i - FIELD VERIFY 4 2 j \ i� 4. FLOOR DECK, SEE PLAN NOTES: 1 I I I O I I 5. STEEL BEAM, SEE PLAN O A. WELD STEEL DECK TO STEEL 1 JOIST PER REQUIREMENTS i 66 5/16 3 SIDES I I - - SHOWN ON FRAMING PLAN 1 5 6. BRICK VENEER, SEE GSN 2 5/16 I I 1/8 / 1 5 I 1 ' 6 I 1 � 2$ STEEL BEAM AT STEEL BEAM Z4 STEEL BEAMS AT S COL 21 STEEL BEAM AT COMPOSITE DECK 1s STEEL BEAM AND COMPOSITE DECK AT STEEL STUD WALL NO SCALE NO SCALE NO SCALE NO SCALE A U `rr/ KEYNOTES: KEYNOTES: KEYNOTES: 1. STEEL BEAM, SEE PLAN AND 1. STEEL BEAM, SEE PLAN 1. 1/8" THICK BENT CONT FRAME ELEVATIONS CLOSURE PLATE, SEE ARCH t 1/4 2, STEEL TUBE BEAM, SEE PLAN FOR OVERHANG (T , 2 3/4" CAP PLATE W/ (4) 3/4 0 1/4 A325N BOLTS 3. SHEAR PLATE, SEE 1/S6.1 2. CONCRETE SLAB, SEE PLAN 1 FOR CONNECTION F+� 4 INFORMATION 14" 0 3 FOR ATTACHMENT PLAN N 2 4. STEEL BEAM, SEE PLAN 0 0 2 3 NOTES: A. WELD STEEL DECK TO STEEL M W 2 2 w JOIST PER REQUIREMENTS I I TYP SHOWN ON FRAMING PLAN v � w : 1 I I 2 3. STEEL COLUMN, SEE PLAN 3 SEAL: 1 5/16 STRUCTURAL I I 4. 3/8" THICK WEB STIFFENER 4943 NORTH 29TH EAST, STEA S �pNAI 3 PLATE EACH SIDE OF BEAM 0 IDAHO FALLS, IDAHO 83401 i I 4 ti Phone: (208) 552 -9874 �0 Q.� r�RFO 2�� SNELT. I I w [ Fax: (208) 552-9302 4 �o I I w y I z I 1 3 � 0 z z r�o P� S60 2s STEEL BEAM AT STEEL COLUMN 25 STEEL BEAM AT STEEL TUBE BEAM 22 STEEL BEAM AT COMPOSITE DECK THESEPLANS DRAWINGSANDDESIGNSARETHEEXCLUSIVEPROPERTYOFENGINEERINGSTRUCTURALSOLunONS ,ANDSxaLL NOT BE REPRODUCED IN ANY FORM WITIIOUT WRITTEN CONSENT. ALL RIGEITS ARE RESERVED. NO SCALE NO SCALE NO SCALE COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 STEEL DECK ATTACHMENT KEYNOTES: KEYNOTES: 1. CL OF INTERMEDIATE SUPPORT GRID 1. STEEL COLUMN, SEE PLAN AND SEE PLAN a SCHEDULE 2. PUDDLE WELDS AT PERIMETER, z '" 2. 112" THICK STEEL GUSSET PLATE SEE PLAN FOR SIZE AND Fax: (208) 552-9302 4� W z SPACING 3. STEEL TUBE X- BRACE, SEE W I I ELEVATION FOR SIZE 3. CL OF END SUPPORT, SEE THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 PLAN I 1 2 4. MIN STEEL BEAM, SEE PLAN 4. PUDDLE WELDS, SIZE & 3 5. SHEAR PLATE AT DRAGLINE BEAM, SPACING PER PLAN I I 2 �� SEE 2/S6.1 FOR CONNECTION �� INFORMATION 5. SIDE SEAM, ATTACHMENT PER I I NOTES: PLAN I I 1 1 5/16 8 EA A. COLUMN BEAM AND X -BRACE 6. STEEL DECK, SEE PLAN 1 � i 5/16 8 SIDE CONNECTIONS SHOWN IN THIS i ! ' DETAIL ONLY, SEE PLANS AND 5 �� OTHER DETAILS FOR TYPICAL 4 I I BEAM TO COLUMN CONNECTIONS I I 4 AS OCCURS I I I I I 5 B. WELD LENGTHS SHOWN ON DETAIL 0 0 l l IIoo I10 SHALL BE COMPLETED AS SHOWN 0 oil 0 0 1 0 I o o C. SHOP WELD GUSSET TO COLUMN AT 1 I I --L CONTRACTOR'S OPTION NO SCALE COLD FORMED STEEL HEADER KEYNOTES: 1. STUD 2. TOP TRACK /BOTTOM TRACK 3. #8 PAN HEAD SCREWS AT 6" O.C. EACH SIDE STEEL BEAM AND X -BRACE AT STEEL COLUMN I 1/8 I 1/8 NO SCALE NO SCALE GRID STEEL BEAM AND X -BRACE AT STEEL COLUMN )E EA SIDE KEYNOTES: 1. STEEL COLUMN, SEE PLAN AND SCHEDULE Z. 112" THICK STEEL GUSSET PLATE 3. STEEL TUBE X- BRACE, SEE ELEVATION FOR SIZE 4. STEEL BEAM, SEE PLAN 5. SHEAR PLATE AT DRAGLINE BEAM, SEE 2/S6.1 FOR CONNECTION INFORMATION 6. 1/2" CAP PLATE NOTES: A. COLUMN BEAM AND X -BRACE CONNECTIONS SHOWN IN THIS DETAIL ONLY, SEE PLANS AND OTHER DETAILS FOR TYPICAL BEAM TO COLUMN CONNECTIONS AS OCCURS B. WELD LENGTHS SHOWN ON DETAIL SHALL BE COMPLETED AS SHOWN C. SHOP WELD GUSSET TO COLUMN AT CONTRACTOR'S OPTION D. SLOPE BEAM AT ROOF AS REQUIRED TO MATCH ARCH DRAWINGS TYP STEEL BEAMS AT STEEL COLUMN NO SCALE STEEL STUD WALL AT CANOPY STEEL BEAM KEYNOTES: 1. SHEAR PLATE, SEE 1/S6.1 FOR CONNECTION INFORMATION 2. 1 12" CAP PLATE 3. CONT HORIZ STEEL BEAM W/ 3x8" THICK x10" WIDE STEEL PLATE TO SUPPORT BRICK VENEER. ATTACH PLATE TO BEAM W/ 1/4" x3" LONG FILLETS AT 12" O.C. EA SIDE OF PLATE (SEE PLAN AND DETAIL 30/S6.3) 4. SLOPED STEEL BEAM AT CANOPY, SEE PLAN FOR SIZE AND ELEVATION REQUIREMENTS (ATTACH ROOF DECK TO STEEL BEAM PER THE PLAN) 5. STEEL COLUMN, SEE PLAN NOTE: A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY, SEE PLANS KEYNOTES: 1. CONT 60OT125 -43 BOTTOM TRACK W/ (2) #10 SCREWS AT EACH VERT STUD AND SHOT PINS INTO STEEL BEAM AT 24" O.C. MAX 2. ROOF DECK, SEE PLAN 3. STEEL STUD BRACE FROM BOTTOM UP TO STEEL DECK AS SHOWN AT 48" O.C. W/ (3) #10 SCREWS EA END MIN 4. CONT 60OT125 -43 BOTTOM TRACK W/ (2) #10 SCREWS AT EACH VERT STUD 5. STEEL BEAM, SEE PLAN 6. 3/16 "x5 "x10" TIE PLATE W/ 1 112" LONG SLOTTED HOLES TO RECEIVE (2) #12 SCREWS W/ WASHERS AT EACH STUD (INSTALL NEAR TOP OF BEAM AS SHOWN) 7, 60OS137- 43 STEEL STUDS AT 16" O.C. STEEL STUD WALL AT CANOPY STEEL BEAM KEYNOTES: 1. CONT 60OT125 -43 BOTTOM TRACK W/ (2) #10 SCREWS AT EACH VERT STUD AND SHOT PINS INTO STEEL BEAM AT 24" O.C. MAX 2. ROOF DECK, SEE PLAN 3. STEEL STUD BRACE FROM BOTTOM UP TO STEEL DECK AS SHOWN AT 48" O.C. W/ (3) #10 SCREWS EA END MIN 4. CONT 6DOT125 -43 BOTTOM TRACK W/ (2) #10 SCREWS AT EACH VERT STUD 5. STEEL BEAM, SEE PLAN 6. 3/16 "6"x10" TIE PLATE W/ 1 1/2" LONG SLOTTED HOLES TO RECEIVE (2) #12 SCREWS W/ WASHERS AT EACH STUD (INSTALL NEAR TOP OF BEAM AS SHOWN) 7. 6005137 -43 STEEL STUDS AT 16" O.C. NO SCALE STEEL TUBE X -BRACE AT STEEL TUBE X -BRACE KEYNOTES: 1. STEEL TUBE X- BRACE, SEE ELEVATION FOR SIZE 2. 112" STEEL KNIFE PLATE NOTES: A. STEEL FRAME X- BRACE CONNECTIONS SHOWN IN THIS DETAIL ONLY, SEE PLANS AND OTHER DETAILS FOR TYPICAL BEAM TO COLUMN CONNECTIONS AS OCCURS TYP NO a� cz b q Q Zo M 00 60 ~ N � O 00 R '' N h O F' Imo; h u Q¢ SEAL: STRUCTURAL 1_7 L a rA 4943 NORTH 29TH EAST, STE A S\pNAL F z '" 0 IDAHO FALLS, IDAHO 83401 Phone: (208) 552 -9874 �5 , STF O� G w Fax: (208) 552-9302 4� W z H M 0 W OL B P l� THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 a� cz b q Q Zo M 00 60 ~ N � O 00 R '' N h O F' Imo; h u z 0 F Q¢ v o 1_7 L 0 2ND 1 FLOOR N n I ea AT z 0 F SHEET: a H w A w W S6.3 T,O.S.= 114' -O "f AT BRICK BEARING Q¢ v o 1_7 L 0 2ND 1 FLOOR n I ea AT W w w a 4 SHEET: a H w A w W S6.3 T,O.S.= 114' -O "f AT BRICK BEARING CONDITION AT HIGH CANOPY ROOF ELEVATION (T.O.S- 113' -3 "): I I � I I i I I I I I I I0I I I I I I I I I I I 1 T,O.S.= 114' - "± AT BRICK BEARING I 4 T.0.S LAB. = 113' -0 " AT 2ND FLOOR ¢ 2 II I�I I I � I I T.O.S.= 111' -9" I 1 1 AT HIGH CANOPY I T.O.S.= 112' -7" AT 2ND FLOOR I 1 I 101 I 7 1 0 1 I 5 4 66 I I I I I �I I I I I I I I I I CONDITION AT LOW CANOPY ROOF ELEVATION (T.O.S =111' KEYNOTES: 1. CONT HORIZ STEEL BEAM W/ 3x8" THICK x10" WIDE STEEL PLATE TO SUPPORT BRICK VENEER. ATTACH PLATE TO BEAM W/ 1/4" x3" LONG FILLETS AT 12" O.C. EA SIDE OF PLATE 2. CONT 60OT125 -43 BOTTOM TRACK W/ (2) #10 SCREWS AT EACH VERT STUD AND SHOT PINS INTO STEEL BEAM AT 24" O.C, MAX 3. BRICK VENEER, SEE GSN 4. CONT 60OT125 -43 TOP TRACK W/ (2) #10 SCREWS AT EACH VERT STUD 5. STEEL BEAM BEYOND AS OCCURS W/ SHEAR CLIP PER DETAIL 1/S6.1 6. ROOF DECK, SEE PLAN 7. SLOPED STEEL BEAM AT CANOPY, SEE PLAN FOR SIZE AND ELEVATION REQUIREMENTS (ATTACH ROOF DECK TO STEEL BEAM PER THE PLAN) NOTE: A. FOR ITEMS SHOWN BUT NOT NOTED, SEE PLAN AND DETAIL 18/S6.2 STEEL BEAM AND COMPOSITE DECK AT STEEL STUD WALL NO SCALE I0 1 v 1_7 L 0 2ND 1 FLOOR n I ea AT CONDITION AT HIGH CANOPY ROOF ELEVATION (T.O.S- 113' -3 "): I I � I I i I I I I I I I0I I I I I I I I I I I 1 T,O.S.= 114' - "± AT BRICK BEARING I 4 T.0.S LAB. = 113' -0 " AT 2ND FLOOR ¢ 2 II I�I I I � I I T.O.S.= 111' -9" I 1 1 AT HIGH CANOPY I T.O.S.= 112' -7" AT 2ND FLOOR I 1 I 101 I 7 1 0 1 I 5 4 66 I I I I I �I I I I I I I I I I CONDITION AT LOW CANOPY ROOF ELEVATION (T.O.S =111' KEYNOTES: 1. CONT HORIZ STEEL BEAM W/ 3x8" THICK x10" WIDE STEEL PLATE TO SUPPORT BRICK VENEER. ATTACH PLATE TO BEAM W/ 1/4" x3" LONG FILLETS AT 12" O.C. EA SIDE OF PLATE 2. CONT 60OT125 -43 BOTTOM TRACK W/ (2) #10 SCREWS AT EACH VERT STUD AND SHOT PINS INTO STEEL BEAM AT 24" O.C, MAX 3. BRICK VENEER, SEE GSN 4. CONT 60OT125 -43 TOP TRACK W/ (2) #10 SCREWS AT EACH VERT STUD 5. STEEL BEAM BEYOND AS OCCURS W/ SHEAR CLIP PER DETAIL 1/S6.1 6. ROOF DECK, SEE PLAN 7. SLOPED STEEL BEAM AT CANOPY, SEE PLAN FOR SIZE AND ELEVATION REQUIREMENTS (ATTACH ROOF DECK TO STEEL BEAM PER THE PLAN) NOTE: A. FOR ITEMS SHOWN BUT NOT NOTED, SEE PLAN AND DETAIL 18/S6.2 STEEL BEAM AND COMPOSITE DECK AT STEEL STUD WALL NO SCALE SEAL: S T R U C T U R A L rA 4943 NORTH 29TH EAST, STE A SS \pNAL �c z 0 IDAHO FALLS, IDAHO 83401 Phone: (208) 552 t` IsTE G'i R FO ? F� a t" -9874 Fax: 552 ��F Q.� W z (108) -9302 a c� w 0 �o R e NO P ot P���P THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 STRUCTURAL SEAL: 4943 NORTH 29TH EAST, STE A z Q IDAHO FALLS, IDAHO 83401 Phone: (208) 552 -9874 SS \ONAL �c `STS G, Q.��' r w Fax: (208) 552-9302 �0� a w y z z Z F� q� OF �QP�Q Q Z 1-0 THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSMT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLLMONS. JOB NUMBER: 05176 PREFAB WOOD TRUSS 1 , S8,2 ` PHD6 WF 1.5 An . 1 L �I I I I I 4" CONCRETE SLAB W/ #4 AT 1 B" 0 C. EACH WAY OVER COMPACTED FILL T.O. SLAB = 100' -0" (FIELD VERIFY WITH ARCH) I I I I L I I I � I I EPDXY GROUTED ALTERNATE I 2 S8.2 � � I I ------------- - - - - -- PHD6-��'� - - - - - - - - - - - - WF1 . - - - - ;5 O A 24' -0" r "M DLLU VV _[v-_ PHD6 OOF FRAMING PLAN A�asCALE: 1/4"=l'-O" 1 S8 MANUFACTURER ALL PREFABRICATED TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER. DESIGN BOTTOM CHORDS OF ROOF TRUSSES ACTING AS CEILING MEMBERS MUST BE ABLE TO SUPPORT A 10 PSF NON- CONCURRENT LIVE LOAD PER THE GOVERNING BUILDING CODE REQUIREMENTS. DESIGN OF TRUSS SHALL BE PER THE LOADS LISTED IN THE BASIS FOR DESIGN THE TRUSSES SHALL BE DESIGNED TO CARRY ANY ADDITIONAL LOADS DUE TO MECH UNITS, OVERHEAD DOORS, ROOF OVERBUILDS, UP OR DOWN LATERAL OVERTURNING FORCES, ETC.... DESIGN MUST ALSO TAKE INTO ACCOUNT UNBALANCED SNOW LOADS, SNOW DRIFTING, INCREASED SNOW LOADS ON EAVES AND IN VALLEYS, IMPACT LOADS FROM FALLING SNOW AND ICE, ETC..... TRUSS MEMBERS SHALL BE DESIGNED FOR COMBINED STRESSES BASED ON THE WORST LOADING CONDITION. TRUSS BEARING LENGTHS SHALL NOT EXCEED WIDTH OF SUPPORTING ELEMENTS AS INDICATED ON PLANS. TRUSS MFR RESPONSIBLE HANGER SPECIFICATIONS FOR: TRUSS -TO- TRUSS; TRUSS -TO -BEAM; TRUSS -TO- LEDGER TRUSS BRACING THE TRUSS MFR SHALL INDICATE PROPER BRACING OF MEMBERS AS WELL AS BRACING FOR TRUSS ERECTION. INSTALLATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE TRUSSES PER THE TRUSS MFR'S RECOMMENDATIONS AND SPECIFICATIONS. NO WEB OR CHORD MEMBERS SHALL BE MODIFIED IN THE FIELD W/O PRIOR WRITTEN APPROVAL OF TRUSS MFR. HOLDOWN ANCHORAGE INSTALLATION HOLDOWNS SHALL BE SIMPSON STRONG -TIE OR EQUAL AND SHALL BE INSTALLED PER MFR'S SPECS. VERIFY LOCATION OF HOLDOWNS WITH ROUGH FRAMING LAYOUT TO ENSURE PROPER AND ACCURATE INSTALLATION. HOLDOWN ANCHORS AT ENDS OF SHEAR WALLS MAY BE ANCHORED TO THE SLAB WITH EPDXY- GROUTED ALL - THREAD BAR IN DRILLED HOLE. USE SIMPSON SET HIGH STRENGTH EPDXY (ICC ER -5279) OR HILTI HIT HY -150 ADHESIVE SYSTEM (ICC ER -5193. ALTERNATE EPDXY SYSTEMS MAY BE USED PROVIDED THAT ICC REPORTS ARE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. INSTALL PER MFR SPECS. SPECIAL INSPECTION IS REQUIRED DURING ALL EPDXY- ANCHORED BOLT INSTALLATIONS. SEPARATE PERMIT AND APPROVAL MAY BE REQUIRED BY THE BUILDING DEPARTMENT FOR EPDXY INSTALLATIONS. HOLDOWN REQUIREMENTS EMBEDDED ANCHOR BOLTS FOR HOLDOWNS SHALL CONFORM TO THE TABLE CONTAINED BELOW. BOLT DIA SHALL BE AS SPECIFIED BY HOLDOWN MFR. BOLTS SHALL HAVE STANDARD HOOK OR STANDARD HEX HEAD AT EMBEDDED END. HOLDOWN ANCHORAGE, HOLDOWN SUBSTITUTION, AND /OR ANCHORAGE SUBSTITUTION AS ALLOWED BY THE PREVIOUS SECTION, SHALL BE MADE ACCORDING TO THE FOLLOWING SCHEDULES: EMBEDMENT DEPTH OF HOLDOWN ANCHOR BOLTS SHALL BE MEASURED FROM TOP OF SLAB TO BOTTOM OF ANCHOR BOLT, UNO ON PLAN. INCREASE LENGTH OF BOLT AT STEMWALL AS REQUIRED. WOOD GENERAL SAWN FRAMING LUMBER SHALL COMPLY W/ THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU, ALL SAWN LUMBER SHALL BE STAMPED W/ THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY, DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD- BEARING STUDS W /OUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. FABRICATION AND HANDLING SHALL CONFORM W/ THE LATEST AITC AND ASTM STANDARDS. SAWN LUMBER SAWN LUMBER SHALL BE DOUGLAS FIR LARCH, NO. 2 GRADE (UNO). SIZE CAST -IN -PLACE EPDXY GROUTED ALTERNATE ALTERNATE EQGE NADRY1 EMBEDDED BOLT MIN 13/4" EDGE DISTANCE SSTB BOLT SIMPSON MIN BOLT MIN ALL THREAD MIN MONO MONO HOLDOWN DIA. EMBED DIA. EMBED POUR POUR HTT16 5/8" 7 1/4" 5/8" 7 1/4" SSTB16 SSTB20 HTT22 5/8" 9 3/4" 5/8" 9 3/4" SSTB24 -- PHD2 5/8" 7 1/4" 5/8" 7 1/4" SSTB 16* SSTB20* PHD5 5/8" 8 3/4" 5/8" 8 3/4" SSTB20 *SSTB24* CDX PHD6 7/8" 10 1/4" 7/8" 10 1/4" SSTB28 *SSTB34* HDQ8 7/8" 14" 7/8" 14" SST828 *SSTB34* * SSTBL MODELS SHALL BE PROVIDED AT HOLDOWNS ON 2 -2x AND 3x BOTTOM PLATES STRAP TIE HOLDOWN STRAP TIE HOLDOWN STHD8 HTT16, PHD2 STHD10 HTT22, PHD5 STHD14 PHD6 EMBEDMENT DEPTH OF HOLDOWN ANCHOR BOLTS SHALL BE MEASURED FROM TOP OF SLAB TO BOTTOM OF ANCHOR BOLT, UNO ON PLAN. INCREASE LENGTH OF BOLT AT STEMWALL AS REQUIRED. WOOD GENERAL SAWN FRAMING LUMBER SHALL COMPLY W/ THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU, ALL SAWN LUMBER SHALL BE STAMPED W/ THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY, DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD- BEARING STUDS W /OUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. FABRICATION AND HANDLING SHALL CONFORM W/ THE LATEST AITC AND ASTM STANDARDS. SAWN LUMBER SAWN LUMBER SHALL BE DOUGLAS FIR LARCH, NO. 2 GRADE (UNO). SIZE SPECIES & GRADE 2x4 STUDS, BLOCKING, TOP PLATES DOUGLAS FIR LARCH, STUD GRADE GLUE - LAMINATED BEAMS (GL) GL BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4 AT SIMPLE SPAN BEAMS AND 24F -V8 AT CANTILEVERED AND MULTI -SPAN BEAMS, UNO, AND SHALL HAVE THE FOLLOWING MIN PROPERTIES: Fb =2,400 PSI Fv = 190 PSI Fc (PARALLEL) = 1650 PSI Fc (PERPENDICULAR) = 650 PSI E = 1,800,000 PSI BEAMS SHALL BE MANUFACTURED W/ 2000' RADIUS MIN CAMBER UNLESS CAMBER IS SPECIFICALLY NOTED ON THE DRAWINGS. LAMINATED VENEER LUMBER (LVL) LVL SHALL HAVE THE FOLLOWING MIN PROPERTIES: E = 1,900,000 PSI Fb = 2600 PSI Fc (PERPENDICULAR) = 750 PSI Fc (PARALLEL) = 2310 PSI Fv = 285 PSI PARALLEL STRAND LUMBER (PSL) PSL SHALL HAVE THE FOLLOWING MIN PROPERTIES: E = 2,000,000 PSI Fb = 2900 PSI Fc (PERPENDICULAR) = 750 PSI Fc (PARALLEL) = 2900 PSI Fv = 290 PSI LAMINATED STRAND LUMBER (LSL) LSL SHALL HAVE THE FOLLOWING MIN PROPERTIES: E = 1,300,000 PSI Fb = 1700 PSI Fc (PERPENDICULAR) = 680 PSI Fc (PARALLEL) = 1400 PSI Fv = 400 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 N0, NER -108, EXPOSURE 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. APA -RATED PLYWOOD AND OSB MAY BE USED INTERCHANGEABLY. PLYWOOD SHALL BE FIVE -PLY SHEATHING CONFORMING TO APA -THE ENGINEERED WOOD ASSOCIATION. GRAIN PERPENDICULAR TO SUPPORTS. PLYWOOD MAY BE ORIENTED PER SHEARWALL SCHEDULE. 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 GRADE/ ELS USE SPAN RATING EQGE NADRY1 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" CDX 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" CDX ROOF 40/20 8d AT 6" O.C. 8d AT 12" O.C. 3/4" T &G CDX FLOOR 48/24 10d AT 6" O.C. 10d AT 12" O.C. 7/8" T &G CDX FLOOR 60/32 10d AT 6" D.C. 10d AT 12" O.C. 1 1/8" T &G CDX FLOOR 60/32 10d AT 6" O.C. 10d AT 12" O.C. PREFABRICATED PLYWOOD WEB (-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. DOUBLE UP FLOOR JOISTS AND BLOCKING UNDER WALLS THAT RUN PARALLEL TO THE JOISTS. 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 BOTTOM PLATES RESTING ON CONCRETE OR MASONRY SHALL BE TREATED DOUGLAS FIR. BOTTOM PLATES SHALL BE ANCHORED TO THE FOUNDATION W/ 5/8"0 EMBEDDED 7" IN CONCRETE (GRADE A307) U.N.O. 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" 1 Od 0.148" 3" 8d 0.131 " 2 1/2" BOLTS AND LAG BOLTS ALL BOLTS SHALL BE INSTALLED IN HOLES BORED W/ A BIT 1/16 INCH LARGER THAN THE DIAMETER OF THE BOLT. BOLTS AND NUTS SEAT ON WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. DING THREADS TO PREVENT LOOSENING. LAG BOLTS SHALL BE INSTALLED IN PRE - DRILLED HOLES BY TURNING W/ A WRENCH. ANCHORS FRAMING ANCHORS, HANGERS AND OTHER MISC HARDWARE SPECIFIED ON PLANS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE CO., INC., OR EQUIVALENT W/ CURRENT I.C.C. APPROVAL. WHERE METAL CONNECTORS, ANCHORS, FASTENERS, ETC. ARE INSTALLED IN OR EXPOSED TO POTENTIALLY CORROSIVE ENVIRONMENTS OR MATERIALS. (I.E. PRESSURE TREATED WOOD, FIRE RETARDANTS, DISSIMILAR METALS, ETC.), APPROPRIATE MEASURES SHALL BE TAKEN (I.E. USE OF CORROSIVE RESISTANT METAL, PROPER APPLICATION OF ADEQUATE 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 ADDITIONAL REQUIREMENTS. ALL ENGINEERED WOOD PRODUCTS SHALL BE MANUFACTURED IN ACCORDANCE W;/ ESR -1387 OR APPROVED EQUAL, FOUNDATION PLAN NOTES 1. "WF15' INDICATES CONTINUOUS WALL FOOTINGS, SEE FOOTING SCHEDULE THIS SHEET. 2. A INDICATES SHEARWALLS AND LENGTH SPECIFIED BY SHADING, SEE CHEDULE ON THIS SHEET, 3. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED AS AN OTYPE SHEARWALL, UNLESS NOTED OTHERWISE, 4. ALL HOLDOWNS AT ENDS OF SHEARWALLS WHERE INDICATED ON THE PLAN ARE SIMPSON TYPE. ATTACHMENT REQUIREMENTS TO WALL AND FOUNDATION ARE PER SIMPSON. 5. 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 7/16 "x2 "x2" PLATE WASHER SEE SHEARWALL SCHEDULE. 6. CONTRACTOR TO VERIFY ALL DIMENSIONS, PRIOR TO CONSTRUCTION. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT. 7. CONTRACTOR TO VERIFY LOCATION OF ALL INSERTS IN SLAB WITH APPROVED MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS PRIOR TO CONSTRUCTION. SEE ARCH FOR GARAGE DRAIN LOCATIONS. ROOF FRAMING PLAN NOTES 1. EXTERIOR WALL FRAMIN SHALL BE 2x4 FRAMED AT 16" O.C. UNLESS NOTED OTHERWISE. 2. OA INDICATES SHEARWALLS AND LENGTH SPECIFIED BY SHADING, SEE SCHEDULE ON THIS SHEET. 3, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED AS AN OA TYPE SHEARWALL, UNLESS NOTED OTHERWISE. 4. KING AND TRIMMER STUDS (FOR 2x4 WALLS): 4' -0" OPENING OR LESS: (2) KING STUD AND (1) TRIMMER STUD REQUIRED, UNLESS NOTED OTHERWISE. 4' -0" TO 10' -0" OPENING: (3) KING STUDS AND (2) TRIMMER STUDS REQUIRED, UNLESS NOTED OTHERWISE. 5. ROOF SLOPE SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. 6, WHERE DOUBLE TOP PLATES ARE BROKEN OR STEP AROUND PERIMETER, OR INTERIOR SHEARWALLS, CONNECT TOGETHER WITH SIMPSON LSTA30, MSTC40 OR TS22 STRAP, UNLESS NOTED OTHERWISE. 7. PREFABED WOOD TRUSSES SHALL BE ENGINEERED AND FABRICATED PER THE WOOD TRUSS NOTES, SEE THE GENERAL STRUCTURAL NOTES. 8. ALL HANGERS, CLIPS AND STRAP CONNECTORS ON THE PLANS AND DETAILS ARE SIMPSON STRONG TIE PRODUCTS UNLESS NOTED OTHERWISE. FOOTING SCHEDULE SEE PLAN AND DETAILS FOR CONSTRUCTION ABOVE FOOTING FOOTING FOOTING v REINFORCING REINFORCING i Y Y MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEPDOWN) PER = 4T 3 " CLR 3" CLR 1 WIDTH /LENGTH WIDTH /LENGTH w FOOTING WITH BOTTOM STEEL FOOTING WITH TOP & BOTTOM STEEL NOTES: 1. SEE GENERAL STRUCTURAL NOTES FOR FOOTING DEPTH REQUIREMENTS, 2. F1.5, F2.0, F2.5... INDICATES ISOLATED FOOTING. 3. WF1.5, WF2.0, WF2.5... INDICATES CONTINUOUS FOOTING. MARK DIMENSIONS FOOTING REINFORCING -- THICK WIDTH LENGTH 7. FOR 5/8" TO 3/4" THICK FLOOR SHEATHING, 3 1/4" (MIN) LONG NAILS SHALL BE USED. g 0 FOR 7/8" TO 1 1/8" THICK FLOOR SHEATHING, 3 112" (MIN) LONG NAILS SHALL BE USED. 8. 6" LONG SIDS SCREWS SHALL ENGAGE BOTH PLATES, AND FRAMING BELOW. (2)4 BARS CONT, BOTTOM WF1.5 0' -10" 1' -6" CONT RECESSED INTO SILL PLATE. o� U b r � Q 0 Q z W W U O a SHEET,• 0 M 00 n o N N N �L 0 00 a ' N 'b a� U z a a Q H O i� 58.1 o V I SHEARWALL SCHEDULE 1. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" O.C. MAXIMUM. 2. ANCHOR BOLTS TO FOUNDATION SHALL BE EMBEDDED 7 INCHES INTO CONCRETE. EXPANSION BOLTS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEPDOWN) PER S \oNAL �c GENERAL STRUCTURAL NOTES, 1 A MINIMUM OF 2 ANCHOR BOLTS SHALL BE USED ON EACH SILL PLATE PIECE. PROVIDE 1 ANCHOR BOLT w MINIMUM WITHIN 9 INCHES OF EACH END OF EACH PIECE, AND NO CLOSER THAN 4 1/2" TO END OF PLATE. 4. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEAR WALLS UNLESS NOTED OTHERWISE ON PLANS [ Fax: (208) 552 -9302 OR DETAILS. 5. BLOCK ALL PANEL EDGES AND EDGE NAIL SHEATHING AT BLOCKED EDGES. SEE TYPICAL SHEARWALL CONSTRUCTION DETAIL. 6. ELEVATED SHEAR WALLS TO BE FRAMED OVER DOUBLE JOIST OR SOLID BLOCKING UNLESS NOTED OTHERWISE. 7. FOR 5/8" TO 3/4" THICK FLOOR SHEATHING, 3 1/4" (MIN) LONG NAILS SHALL BE USED. g 0 FOR 7/8" TO 1 1/8" THICK FLOOR SHEATHING, 3 112" (MIN) LONG NAILS SHALL BE USED. 8. 6" LONG SIDS SCREWS SHALL ENGAGE BOTH PLATES, AND FRAMING BELOW. 9. PRESSURE TREATED DOUGLAS FIR SHALL BE USED WH�-RE IN CONTACT WITH CONCRETE. 10. NUTS SHALL BE SECURELY FASTENED AGAINST SILL PLATE. HOWEVER, NUT AND WASHER SHALL NOT BE RECESSED INTO SILL PLATE. 11. ALL NUTS SHALL HAVE 3/16 "x2 "x2" PLATE WASHERS. MARK T SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT O 7/16" O.S.B. BLOCKED ONE SIDE OF WALL 8d AT 6" O.C. 8d AT 12" O.C. 5/8 "0 AB AT 48" O.C. 116d STAGGERED AT 5 1/2" O.C. o� U b r � Q 0 Q z W W U O a SHEET,• 0 M 00 n o N N N �L 0 00 a ' N 'b a� U z a a Q H O i� 58.1 o V I SEAL: STRUCTURAL 4943 NORTH 29TH EAST, STE A S \oNAL �c z 0 IDAHO FALLS, IDAHO 83401 ��5 �GISTF,? w N Phone: (208) 552 -9874 [ Fax: (208) 552 -9302 4 ?� W z z z F �� OF ovP Q� � W g 0 05 TIIBSE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2002 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 05176 o� U b r � Q 0 Q z W W U O a SHEET,• 0 M 00 n o N N N �L 0 00 a ' N 'b a� U z a a Q H O i� 58.1 o V I r • • --------------- — -------- (C-li ---------------------------------------- (!N ---------------------------------------- Do ---------------------- c 1 q) ------ QB5 N :R TO LARGE SCALE I - BM2.4 FOR PIPIWz FIXTURES IN TH15 AREA F/M1.4 FOR FOUNDATION PLAN ----- - - - - -- --------- - - - - -- i SLAB IOE3 ( I QE nE- I 2 COLD KATIfR 5ERVIGE TO BUILVIN6. REIfER TO SITE PLAN 6 ROOF DRAIN LINE 1 4" AF SITE PLAN - SHEET i 9-EET AO.I FOR GONTINUATION. TO AOGI i FOR CONTINUATION. i 2" COLD YTER FOR LAWN SPRINKLER SYSTEM N RISE IF I CAP AT 30" BELOK CWAVEA 1 i CHASE ABOVE -v STAIR II QD I r--b ABOVE i 3/4 R15E 1-1�' VENT IF IN KALL5 ABOVE SEE Slit ET M I EL -:: V. P-7 ABOVE MEC,H. - -,ELEV r Mal '*wW ♦W691, k I WA " LWA NZ 1 olmm 2!--4 i f I P-10 1 MEGH. E. WATER SERVIGE -DING. REFER TO SITE PLAN - A0.1 FOR CONTINUATION. ---------- P-b ABOVE 14" R15E UP IN WALL ABOVE i + i �I + i CIO IT I( 1 I i 2 i. 2"-4 RLZ TO LARGE 5rAL* PLANT - A/M1.4 FOR PIP11 AND FIXTURES IN THIS 40-1 �2 11 If//,2' WASTE PIPIT* Up AREA,' AND F/mi.4 FOR FOUNDATION PLAN TO FIXTURE ON UPPER LEVEL I 1 �) j 2 Efo P-11 O P-12 F UTU R E MRE l-l0MEtZ © , , i 1 P -10 SF 0 i 2 -4, P-10 I 2 0 P-13 I 4H Valll4r I IL- GH. 006 3/4 6A5 1 1-1 6AAINE R15E 2" R UP IN CHASE ifflOVE. SEE SHEET i �' Ii Is i FUTURE MEN5/ 6A L---1 ! 11 I it 1 14 A 5TOP'. 6 1-1/2 6, 2" 6A5 1/2 t2-1/2' 44 2 P-5 ABOVE 2" WASTE LINE UP -1/2" IN WALL ABOVE. REFER i RUN REFRIGERANT LINES TO SHEET M1.1 FOR 6ONT. ABOVE CEILIN66. REFER TO LJM5.1 FOR SUPPORTS HAW* 41-1 2-1/2 11 6A6 P ABOVE L ------------------ -- ---------- ----------------------- - ----------------- ------ ----------------------- cc ------------ ull C D) oD- 2 ODA ).5 i INVERT c'OT6 ---- o t-- ------------ (: ) &ENERAL NOTES: f; A- THE GONTRAGTOR SHALL CMEGK AND VERIFY ALL DIMENSIONS AND CONNEGTM ON THE JOB SITE. 0 ALL WORK SHALL BE EXEGUTED FROM MEASUREMENTS TAKEN AT THE SITE. 3. B- THE MECHANICAL CONTRACTOR MALL 13E RE51PON51BLE TO INSURE PROPER GOVE CLEARANCES FOR ELEGTRIGAL AND MECHANIGAL AC4E% WHEN INSTALLIN6 ANY EQUIPMENT SUPPLIED BY THE MEGHANIGAL GONTRAGTOR. G- IT 15 GRITIGAL THAT TH15 GONTRAGTOR COORDINATE EQUIPMENT LOGATION5 WITH PIPING, DUGTHORK, ELECRIGAL CONDUIT AND BUILDING 5TRXTURE TO INSURE GOVE GOMPLIANGE. GEILIWo DIFFUSERS ARE 5HOM IN APPROXIMATE LOGATION5. REFER TO LIGHTING PLANS AND REFLEGTED CEILING PLAN FOR EXAGT LOCATIONS. E- DUGT DIMENSIONS CALLED OUT ON DRAWINGS ARE IN51DE FREE AREA PIMEN51ONS. AGOU5TIGAL VUGT LINER ARE TO BE ADDED TO OVERALL MEASUREMENTS. 6q , F ALL MTY40RK AND PIPING YVICH PASSES THRU FIRE z RATED 144LI-5 TO BE FIRE STOPPED WITH APPROVED FOAM OR SEALANT. REFER TO 5PEGIFIGATION5 FOR APPROVED MANUFAGTURE5. ENGINEERED A SYSTEMS ASSOCIATES ��G�� F�� a��� 315 WEST CENTER POCATELLO, IDAHO 2 83204 � 0 PHONE: (208) 233-0501 "y��� FAX: (208) 233-0529 r C. ESA M NUMBEIR. 05009 Q, y � cz 2 o�� ti ti kci 0 44 Sys, 19 C.0 O co C) C4 C) C\2 z - I REFER TO LARGE 5GALE PLAN - A/M2.4 FOR PIPING AND FIXTURES IN M5 AREA. ---------------------- N - --------------------- -- ------- I RUN FIRE DEPARTMENT CONNEGTION LINE UNDER STAIRWAY. RISE PIPING W IN 5TORA6E AREA. i M ' ) NOTE: REFER TO GONDEN51% UNIT 5GHEDULE- - SHEET M3.2 FOR PIPE SIZES TO INDIVIDUAL UNITS. RUN REFRIGERANT LINES BELOW GRADE IN 24"0 CULVERT TO CMEN51% UNIT COMPOUND 2-1/2' FIRE LINE UP TO TJ i Nw IF SIAMESE FIRE DEPT. CONNECTION. REFER RISE PIPING UP TO ABOVE TO SHEET M122 i 6RADE LEVEL. REFER TO SHEET Ml2 F GOVT. ---------- — ------------------------- -------------- ------ (LOD ------------------- 0 o z C) :Z) r E z - I REFER TO LARGE 5GALE PLAN - A/M2.4 FOR PIPING AND FIXTURES IN M5 AREA. ---------------------- N - --------------------- -- ------- I RUN FIRE DEPARTMENT CONNEGTION LINE UNDER STAIRWAY. RISE PIPING W IN 5TORA6E AREA. i M ' ) NOTE: REFER TO GONDEN51% UNIT 5GHEDULE- - SHEET M3.2 FOR PIPE SIZES TO INDIVIDUAL UNITS. RUN REFRIGERANT LINES BELOW GRADE IN 24"0 CULVERT TO CMEN51% UNIT COMPOUND 2-1/2' FIRE LINE UP TO TJ i Nw IF SIAMESE FIRE DEPT. CONNECTION. REFER RISE PIPING UP TO ABOVE TO SHEET M122 i 6RADE LEVEL. REFER TO SHEET Ml2 F GOVT. ---------- — ------------------------- -------------- ------ (LOD ------------------- .i • CD • • • 1 \� ~ ---------------------- _ l cm ------------------------------------- r'\ ------. _..- . --------- o \\,Cv ) ---- (B B B.6) (D ?.6 . . . TT �`1" T' i i i i i i i ( ( 1 j i i i i i i i i i i i i i i i i 6" RDL DOYN j ! IN CHASE - -' — - -- ! ! i i i i i TITLE REGEP. OFFICE OFFICE 128 127 i 126 LENDING OFFICE NFERENG ( 125 i f RK ROO — i i ( 130 i VEST. / i --r�'� — ! ( 101 �� ,% � -- � �~ P � ( i I GUST. ! i i LOBBY - 133 i ( i 1 -1/2" WASTE - -- - - ( ( GIRL. AREA 2" PIPI -- - i 102 I- NG P -5 A - TO LARGE ALE 132 " " A5 RE GUI TO PLAN - 5 MI.4 FOR IPING !` 1/2 CA VENT ` !( - - - i AND 1 -I/2 " WASTE LINE i LINE UP WITH + rr ! ! ; FIND FIXTURES - IN TH AREA. --- - - - -- !WALLS 1/2 - - - - - -! UP FROM BELOW. i S�OZ. I P -"1 ABOVE P -� WOMEN i I ;( 2 - If _1 11 ! IUD ! 122 i LOBBY 103 Lo ■ m 9 o -------------------------------------- O DROP 2" WASTE LINE DOWN ! STAIR-- - IN WALL. REFER TO 5HEET MI.1 FOR CONTINUATION. I IOq R15E 2" VENT UP (5EE M2.4) MANAGER ! IDS - - - -- ------- - - - - -- - -3 - - - - -- - - - - - - -- G LINES ABOVE i IRA 465. REFER TO L/M3.1 FOR )RT5 HANGER5. i ABOVE i T WORK RM i 10� ( L TELLER5 i 2 105 DRIVE-UP CONT,INUATIC j 106 - - I - - -- - - -_r - - - ----- - - - -- -- - -- - i . j R15E PIPING UP TO ABOVE CANOPY ROOF LEVEL. REF ! TO SHEET M1.3 FOR CONT. , I 1 -1/4" I ! 112 f 2� VTR DRO' 2" WASTE LINE(! IN WALI}. REFER TO SHEET MI.i FOR , , , I , , , , 1 � - , -- --- ------------------------ - - - - -- I ; � ( i l . ( CL tJ `• N �- m I 4.. VTR _ 121 1/2 n- i ,-- 1 2 2 VENT UP(IN ! �i l WALL FIT4� - - - 2r� R15E (4) FURNACE FLUE5 ! EXTEND THRU ROOF 5TAIR5 I REFER TO DETAIL A/M3.1 120 M i GIRL. AREA VEST ABOVE P -10 III � IIS 116 ! GIRG. AREA I..".J +I M1.1 OR MAIL 'O• NOTE: REFER TO GONOENSING UNIT 5Ci!°EDULE - SHEET M32 FOR PIPE 5121 =5 TO INDIVIDUAL UNIT. G� ------------------------- ! ! , , ! , , , ! , i , , ----- - - - - -- ! ! 1 1 �l � OE 4 ( E.4) 0 r`M IFFFF PIPIN6 DOM IN 24 CULVERT. REFER TO r O. GONINTUATION M"I 'vr 5EAL TOP O CULVERT KATER • A i ow SIAME5E FIRE r DEPT • METER ., G OMPANr . 51ZED OR 1200 BTU ! I i ! ! ! i i _l 0 i e ! i i I i I i ! i t ! i I I O G cz "b O �R nJ czn, 0 b ti ti v lc�� k� 0 b � a� J p g E� FLAN MOTES: 1) R15E (8) 3 1 0 FURNACE FLIES AND (2) 2" VENT LINES UP IN GHA5E WALL OF 5TORAGE ROOM. REFER TO LARGE 5GALE MECHANICAL ROOM - H/M2.4 FOR CONTINUATION OF PIPING UP THRU ROOF. DROP 2" WA5TE LINE DOWN IN GHA5E WALL TO LOWER LEVEL. REFER TO LARGE 5GALE MEGHANIGAL ROOM - B/M2.4 RISE GAS LINE UP THRU FLOOR INTO MECHANICAL ROOM ABOVE. REFER TO LARGE 5GALE PLAN5 FOR CONTINUATION OF 6A5 PIPING AND CONNECTION TO EQUIPMENT. I - - - - - - - - ------------ — --- --------------- ---------- - - - - - - - - G- - - E v C14 lL i r i i — 1- --- -- --- - - - - -- vi - I . im" Y "Im T &wyylN SCALE: I 18" = V -O" A;; • r 2 1 G GENERAL NOTES: A- THE GONTRAGTOR SHALL GHEGK AND VERIFY ALL DIMEN51ON5 AND GONNEGTIONS ON THE " 51TE. ALL WORK SHALL BE EXEGIITED FROM MEASUREMENTS TAKEN AT THE 51TE. B- THE MEGHANIGAL CONTRACTOR SHALL BE RE5PON51BLE TO INSURE PROPER CODE GLEARANCES FOR ELECTRICAL AND MEGHANIGAL AGGE% WHEN INSTALLING ANY EQUIPMENT SUPPLIED BY THE MECHANICAL CONTRACTOR G - IT 15 CRITICAL THAT TH15 GONTRAGTOR COORDINATE EQUIPMENT LOGATIONS WITH PIPING, DUGTYM, ELECTRICAL CONDUIT AND BUILDING 5TRUGTURE TO INSURE CODE COMPLIANCE. D- CEILING DIFFU5ER5 ARE 51-10M IN APPROXIMATE LOCATIONS. REFER TO LIGHTING PLANS AND REFLECTED GEILING PLAN FOR EXACT LOGATIONS. DUCT DIMEN51ON5 GALLED OUT ON DR AHIN65 ARE LINER ARE O BE ADDED TO • • yi_�_li: �►u9 F ALL DUCTWORK AND PIPING WHICH PA55E5 THRU FIRE RATED WALLS TO BE FIRE STOPPED KITH APPROVED FOAM OR SEALANT. REFER TO SPEGIFICATIONS FOR APPROVED MANUFAGTURES. lzu cz . _ 1 � (Z �y O .. E--q e-i H Lo O I O H Lo � H O .. E--q ® H 0 H P-4 A � H � � W W � W n. O p� �J Rs 0 � 0 E� A A PL-4 0 4 W W W ENGINEERED SS \Q NA! ESA SYSTEMS o F 4 ' �Gis ASSOCIATES 315 WEST CENTER POCA 832041DAH0 LlQ� o \O � �� PHONE: (208) 233 =0501 S oy , FAX: (208) 233-0529 C. ESA ,roe N Umn. 05009 I • rn 91 Ic TTTTTT 3/3f4" C*4 � 3/4 M 4 WZG 3/4 • 1-1/2 VENT LINE TO P-5 FIXTURE. LINES Tq ADDITIONAL FIXTURES. REFER TO 91EET MIJ FORCONT. ---------------------------- -------- -- ------------------------- --------------- ----- 1-1/2 VENT 1/2" HATER W TO FIXTURE -------------- 5EE SHEET P-1 MI.3 �P 2-1 IN HALL ABOVE. FU T URE NOMEN5 P-1 , , � � ; ; I ; ABOVE. OFF P-1 :p 1-1/2" VENT UP — I ABOVE. OFF 5ET A5 REG!0 TO FIXTURE 5ET A.5 REG - 0 WOMEN 1-1/2" V�NT FROM FIXTURE WOMEN 2" WASTE PDOWN i FROM FIXTI�RE5 ABOVE 1-1/2' WASTE L114E HALL. OFF5ET DONIN IN A5 RM!V VENT UP WOM BELOW I 1� i 2 P-10 28 1 1 3/4 M Lu 3/4" GIRL. AREA -10 I CL 2* I L 5TORA6E ------ (D P-10 LL --- — --- 2 WASTE -------------------- HPIRC f �=---- ' � ' I C r2o 411 4 VTR -2 V 4" V QQo_ - Poo Lk4 ' -=-_ - i � � f u i }; (' l L,:.. -- — � —J j' 2" VENT CL Lu CL ILI 5T0 AGE 1 3/4 ---------- - - - - - - It CL T 4k��4­ T 4" VTR 't 4 VT ;z 2 DROP 4" WASTE LINE o--2* QRGI AREA C2 DROP 4" WASTE LINE P-10 1/2" DOWN IN HALL. P-10 P-10 LIP IN HALL ABOVE ( f j t.1 _ -_ I ' ( 1 i f FUTURE MEN5 j I I 2 MEN 121 1-1/2 VENT To P-5 FIXTURE. REFER TO SHEET MI.2 4­ 2 " MEN (J�D Q4 ZN_ pill*" 4 ------------- - ---------------------------- --------------- 2 IF IN HALL ABOVE — VE NT NT REFER TO 61MI.4 ! -- i ty o -------------------------- ------- ------- -------------------------- - - - - -- ---- D FOR CONTINUATION —Fi- - — ---- — - — - — - — - - --- - --- — - — - — - — - — - — - — - — - — - --- REFER TO LARCE1 MECHANICAL RO0l C/M2 4 FOR EQUIPMENT AND DUGTNOW- Q) 3/4 GOLD HATER AND 1/2N HOT HATER LINES TO ADDITIONAL FIXTURES P-10 ABOVE G P -10 MEGH. NOTE REFER TO SHEET MIJ FOR CONT. AL L WASTE PIPING SHOWN HERE SERVES F FIXTURES LOCATED ON THE LOOR ABOVE ^N NOTE: ALL WASTE PIPING SHOWN ITURE5 LOCATED ON THE F I1NLE x HERE SERVES FLOOR ABOVE � I " �`i� /i'� UNLE% NOTED OTHERWISE. REFER TO F/MIA 55 NOTED OTHERN15FLOOR N I t N / f FOR HA5TE PIPIN6 BELON LONER LEVEL FLO A LARWOPE S*CeALE Tv'"'ILET IrR BASEMENT If I SCALE: 1/4 1 5 I L 1�G *" ""` SCAUF TOILT OOS MAIN LEVL SCALE: 1/4" 1'-0" C LAR6"Mo SCALE TOILET ROOMS UPPER LEVEL cn P-1 --------------------------- -------------- - L ---------- --------- F ------------------------------ I 2" VTR ---------------- L -1 1/2 P-6 P A 1/2 2 Lo P-1 2 P-10 H4 P-1 co C\2 > z r 3/411 3/4 5HUT-OFF VALVE 2 P-5 Lo cQ Z -3/4 P -4 P-3 4' VTR J L o 1/2 3/4# ' P + /-1-12 2" OFFSET TO PROP Ir 4" co- 2" DOWN IN WALLS %* rh Ll 0- P,'-7 CL 2" VENT P -10 P-Ic TT Z .� . 1 % 1 3 3/4" � -/ /4 �_ 3/4 3/4u 2 11 2"-T 2 11 1 P-1 CIO ;4 I P-10), 2" V 2" K&4* IN HALL ABOVE LL -------- 1 2 L P 10 2 2 VENT P-13 5EKAC-E EJECTOR 1/2 1/2" 2" 4 Y 1011ol r2a P-10 t :Mll CL - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - `\ 1/2 11 P-10 0 P-2 " P 2 4-2- W Lu P-1 1/2 EL 1-1/2 2 4" 4' 2 V r2 P-10 ------ LL --------- 4" VTR 0 0 3/4" P-4 ( r P-16 I' 1 3/4 I/2p . 2 PICO 2" 2 -4 e — 20 e� 4" E L Ic 1-1/2' VENT LINE TO P-1 P-5 5INK. 5EE 5HEET M1.2 IN I LL I - - - - - -3 L 1/2 3/4 314"X ' If �� 1-1/2 P-10 2 11 Y It P-2 4 �� 1 N, a 1/2 0-1 P-10 4 00, .00 1/2 1/2 P-10 2" 211 P-10 LK 2" 'I C 211 PUMPED 1 1/2 NOTE po I/2 " 3/4" +- 4" 4- 2H FUTURE P-4 < 4" ALL WASTE PIPIN6 SHOWN HERE TO BE LOGATE19 BELOW FLOOR. X' GAP ALL PIPING TO ;< 2 GO T-Y -N- �I!+_ 2 ROUGH -IN FOR FUTURE FIX CAP PIPING AT 3" ABOVE IiLOOR AND PLANE. 1_4 ��4 LOWER LEVEL FIXTURE5 1/2"-,, >��, FOR FUME CONNECTION. N.. 1 2f' PUMPED FUTURE P-2 L, 1/2" 3/4" 1 1-1/2 3/4 � FUTURE P-3 Jjw _A 4it. 2" ---------------------- _- - - - - - -__ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 FUTURE P-1 4' 2' L J L Cc. P-5 P-10 Ls ,C2 4 J FUTURE P-1 P-10 ,, r_ PARTIAL I OUNPAT I ON PLAN — FLUMBIN6 1 P. It -o il 15GALE; 1/b I 1/2 P-13 '2" SEWA PIAC 5E xONAL I T ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO P-b / 2 a 3/41" 3/4 EE(,TM P_ 10 <1% r '7J Mt. 4 762 Z_ ro q [4� 83204 PHONE: (208) 233-0501 5HUT -OFF VALVE C. s FAX: (208) 233-05 O N,�T "E"R FFIN6 ISOMETRIC NO SCALE E r: , ANO VENT RISER VIA&RAM NO S CALE ESA JM UMBM- 05009 N PLAN NOTES: RISE lbxb 1300T UP TO FLOOR GRIL F ABOVE. (REFER TO SHEET M2.2) COORDINATE BOOT LOCATION WITH BUILDING SRRUG7URE AND WITH WALLS ABOVE. E O w T LC -------------------- ------------ - --------------------- 00) ------------------ N '�C C14, � -------------------------------- ---------- -------------------- c tf ---------- rl\ f'r co ----------- o o � ---------- RISE DUGTHORK AS SHOWN UP IN CHASE ABOVE. REFER TO SHEET M2.2 FOR CONTINUATION OF DUCTS. COORDINATE DUGT LOCATION WITH STRUCTURE. ------ - - - - -- C7) ------------------ �3 WIN kRE-A-.-- -------- O C12 .--- imj 0 --------- L)o RISE lbxb SUPPLY AIR 1300T LIP TO FLOOR REGISTER ABOVE. REFER TO SHEET M2.2) COORDINATE BOOT LOCATION WITH MILLWORK AND FURNATURE LOCATED ABOVE. (REFER TO ARCHITECTURAL DRAWINGS) RISE 12x6 EXHAUST DUCT UP IN CHASE ABOVE. REFER TO SHEET M2.2. DUCT TO C70 THRU ROOF TO EXHAUST FAN MOUNTED ON ROOF. INTERLOCK 0001-INC7 THERMOSTAT WITH ROOF TOP EXHAUST FAN. REFER TO SHEET M23. I GENERAL NOTES: 4 A- THE CONTRACTOR SHALL C+IEGK AND VERIFY ALL DIMENSIONS AND CONNECTIONS ON THE JOB SITE. ALL WORK SHALL BE EXECUTED FROM TAKEN AT THE SITE. 5- THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO INSURE PROPER CODE CLEARANCES FOR ELECTRICAL AND MECHANICAL ACCE55 WHEN ------- --------- INSTALLING ANY EQUIPMENT SUPPLIED BY THE s MECHANICAL CONTRACTOR C- IT 15 CRITICAL THAT TH15 CONTRACTOR GcX)WINATE EQUIPMENT LOGA WITH PIPING, DUGTVlORK, ELECTRICAL CONDUIT AND BUILDING STRUCTURE TO INSURE CODE COMPLIANCE. c o -------------- --------------- (I ENGINEERED %QtAAL F ESA SYSTEMS T I ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 7 2 83204 L 1. - 01 PHONE: (208) 233-05 FAX: 01 (208) 233-0529 I i ESA M NUMBER: 05009 0- GEILIN67 DIFFUSERS ARE 5WM IN APPROXIMATE LOCATIONS. REFER TO LIGHTING PLANS AND REFLECTED CEILING PLAN FOR EXACT LOCATIONS. E- DUCT DIMENSIONS GALLED OUT ON DRAWINGS ARE INSIDE FREE AREA DIMENSIONS. ACOUSTICAL DUCT LINER ARE TO BE AVOW TO OVERALL MEASUREMENTS. CZ ao 00 cgi '��ll ti 44 c� O o �� tt 1 5 O 0 0 rmLq 0 z t4 • • • Ll � ft WE a ME I� C) C:) a rX4 E— m F- ALL DUCTWORK AND PIPING WHICH PA55E5 THRU FIRE RATED WALLS TO BE FIRE STOPPED WITH APPROVED FOAM OR SEALANT. REFER TO 5PEGIFIGATION5 FOR APPROVED MANUFACTURES. M2. z 0 rmLq 0 z t4 • • • Ll � ft WE a ME I� C) C:) a rX4 E— m F- ALL DUCTWORK AND PIPING WHICH PA55E5 THRU FIRE RATED WALLS TO BE FIRE STOPPED WITH APPROVED FOAM OR SEALANT. REFER TO 5PEGIFIGATION5 FOR APPROVED MANUFACTURES. M2. i • • PLAN MOTES. OI R15E 18x6 BOOT UP TO FLOOR GRILLE ABOVE. (REFER TO 5HEET M23) COORDINATE BOOT LOGATION WITH . �` BUILDING 5TMTURE AND WITH WALLS ABOVE. Q DROP DUGTWORK DOHN IN GHA5E A5 54". REFER TO 5HEET M2.1 FOR CONTINUATION OF DUGT5. a COORDINATE DUCT LOCATION WITH 5TRUGTURE. O RISE DUCT UP THRU FLOOR IN MECHANICAL ROOM i I ABOVE. COORDINATE DUCT LOCATION WI FURNACE TH TITLE REGEP. I ! 10x4 EXHAUST IN i 128 FFIGE ' OFFICE LENDING OFFIGE LOCATION ABOVE. REFER TO LARGE 5GALE I GbNFERENGE J015T 5PAGE NORK ROOM 12� i 126 1 t25 i i MECHANICAL ROOMS SHEET M2.4. t i i j 130 I I I 128 0 RI5E 12x6 EXHAUST AIR DUCT UP IN GHA5E. REFER TO ! - —t— - - -j - - - - - rt - ! i i %IEET5 M2.1 AND M2.3 FOR CONTINUATION. I — _ m _----- - - - - -- - - - - - -- - - - 4 { - - - - -- ------------------- - - - - -- - - - - - - _ _ _ = - - - _ - - 12 C I ' I , r ! ! -� _ -- - ---- - - - " - -- r GD -2 FG -I rrrrr, / 0 5A X I 18x10 SA 14001 Iwo w -2 F 3 i I I FG-1 i VEST. i /� i GD - I 2 G I F(5 FG - I la I 101 FG - J p 100 (, -i �d . v Ru- o a �o M T GUST. i �� — Q 12Q o ! i _I GD -I i I I G �e - _ - CD`I I i I � LOBBY - = =i FG I i ,�- CZ Tp i - 1 200 1 11 i 204 N j i • I i © 5R —I X I i ; �I X i! O \---------------- --'---------- --------- ------- ^- -- •--- ---_—_-- --- - ------ I rrrr 18x12 GIRG. AREA 2 3 I :! ; i r r -! m r I a I i' r r I' ! ! 132 _ _ - __ - _ _ I - -- - -------- - - - - -- 1 ------------------------------- t--- - - - - -- I-------- - - - - -- __ - - - -- - - -- ---- - - - - -- - - - -- - -- - - - -- - - -- - -- -- ��.-=- - - - - -- - - - "" - - - -� - -- -- - ((! WOMEN - ?! 1N4RK BARE !i ! !� P% `� h i I j � !I ii s ! 4 3 �ELEV GI G. AREA 122 CD -3 / 2 i ! i 5TOR. 200 G -I RISE (4) FURNACE FLUES a> r . RG-3 f" Y � !� ! 131 ! ! `�` ii 225 I -------------------------------------------- - - - - -- - - -- -- _ u,.® I -ItO !! 2 ';i UP IN CHASE WALL AND P o I i FR - FR - - I F - FR -i __ - I 2 -� ' EXTEND THRU ROOF i 200 200 200 200 ; _ T ' i rrrr !� ISxl2 RA I J JJJ REFER TO DETAIL A/M3.1 QL � _ ` ._ I - r br: . .et,S9. � - ------ 5T1.1R5 ----------------------------- ._.- .__. - -. o _ _ !) — _ _ --T FR 1 1111A 200 i i LOBBY STAIR - - - - -- -,- 4 - + - -; �,/ I 5T R. � i TO FG -i - - - - -- - i ' 4N j ER-I E�� 5TAIR5 ! i G -2 i� I I 12 103 RG-4 IO�f GD -3 a50 24x12 i _ 24x12 ._ rr r r ISxl2 5A 12001 1 j I i MANAGER FG -1 - - - - - - - i ( 3 -I GD 3 i I' _'_------ '__-------- - - - - -- -- - - - - - -- — — — — - - -- ' -- - -- L - - - - -- - - - -- — — -- - - - - -- -- -_ - - -- --- --------- ----------------- - - - - -- r -- - - - - -- --1-- - - - - -� - R6-2 tOF� G,LL- J<btT€1 -; - - - - - - - - - - - - 4 , r/ I 1 ' i - 112 j ! - 2 -• G IRG. AREA VEST I FR I EE I GD- { GIRG II� AREA 18 RA i J JJJ J IIS 116 ! � I i t o i T L -I F 150 i i F I _ T© 3 (2x8 Ffa -I ' / '� BREAK GOATS 1 -� F 115 T WORK RM IOT I i i j FG -I I 114 s _ 104 RG-5 LLER 5- i �. GOMSUMER I _ I GD -2 a� ! j H I 215 - r X `;• -•' ___. I I h 105 A ! i i 1 & * 10 18x10 RA i N - I I j GD_2 CD -2 FR -I i , l-� i j i i Grp MAIL ROOM L 2 Kt ; 2"I�J 125 i FR -I 200 FR -I I I I i 50 I i ! ! FR - I 18x10 I; - --- --------------- - f&TO fZA 113 F R - 12x10 RA i d- 200 200 _ -4 i , GU GU co = vn / o ° - -- i _ DRIVE -UP ---- ___ - - - -- - I - -- - - - --- - - - - -- I - - - - - -- - - I - - _ SA 3 --- ' - - - - -- CD 1 _ - -- - - -- ___ _--------------- - - - - -- - - - -- - - -- - - - - - - - -- - - - -- -- - - ---- - - - - -- __- - - - - -- - - - - - - - ---- - - - - -- - -- -- -- - - -- -- -- - - -- .--- — _ � I FG-I F67-1 i a0 nt . i i i � i I i I i I I I i I i I G11 �` ` • <C W s � ! ! 6A5 METER BY LOCAL GAS COMPANY. 51Z W 2 p ~a ED j FOR 1,200,000 BTU - - -- - A A' - - I - - - - --- - - - - -- - - - _ _ _ - - - - - - _ - - - - - -- ----------- - - - - -- ------------ - - - - -- - - - - -- - -- - -- - ------- - - - - -- _ - _ _ _ --------------------- •--------------------- - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - -- - - - - -- - - - - - - - -- - -- -- - - - - - i i ; � I _ ! i I GU GU 1 I r. I 5B 4 { i i� i i i � i I t•—� � �: tt-- �� U F-t �--+ G�NrT"L NO TE5: � �- - ------------ ----- 1 - - - - -- _---------- --- ---- ---- .--- •- ------- - -- - -- - - - - _•----------------------- - - - - - - - ------------ �- - - - - - -._. _ _ - - - - -- - - - - - - - - - - T - - - - - - - - - - - -- - - - - - - - - - - - - - -- - -- - -- - - � i t ---- - - - - -- !� 1 I 1 A- THE GONTRAGTOR SHALL CHECK AND VERIFY ALL DIMEN514N5 AND GONNECTION5 ON THE 51TE. JOB ALL WORK 5HALL BE EXECUTED FROM MEASUREMENTS H TAKEN AT THE SITE. o i i ! ! i i i i B - THE MECHANICAL CONTRACTOR SHALL BE RE5PON51BLE TO INSURE PROPER GODS CLEARANCES Q �'' ! i ! --`-� ► ! �`� FOR ELECTRICAL AND MECHANICAL AG( WHEN a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - a i i ; �� } ; ;; I i ; 1 IN5TALLII6 ANY EQUIPMENT SUPPLIED BY TTiE A ., r�EGHANIGAL CONTRACTOR. r. THAT TH15 CONTRACTOR GOORDI NATE G- IT 15 CRITICAL T z EQUIPMENT LOGATION5 WITH PIPING, DUGTWOR , ELECTRICAL CONDUIT AND BUILDI ST NG RUCTURE TO ' INSURE GODS COMPLIANCE. I, I I I j i i i i CEILING DIFFUS@?5 ARE SHOWN IN APPROXIMATE ---------------------------------- - - - - -- ------- '-------------- __ - - - - -- - _- a - - - -- �- ---------------- - - - - -- -i- - -- - -- - ----------+------------------ --- ---------------------- - - - - -- LOCATIONS. REFER TO LIGHTING PLANS AND �, 1 -i { - - ------------------------------------ --- - - -_ -- RE 1-! -_i- ____--- !- _--- _-- _. -� - -- � REFLECTED CEILING PLAN FOR EXACT LOCATIONS. # E- DUET DIMENSIONS GALLED OUT ON DRAWINGS ARE IN51DE FREE AREA N51ON5. DIM AGOU5TIGAL DUCT I tt--��----II LINER ARE TO BE ADDED TO OVERALL MEA5UREMENT5. r '" F ALL DUGTWORK AND PIPIN6 WHICH PA- THRU FIRE lMM�-1 RATED WALL5 TO BE FIRE STOPPED WITH APPROVED APPROVED MANUFAGTURE5. W FOAM OR SEALANT. REFER TO 5PEGIFIGATION5 FOR ! I ! Ste '. A . CD. . .� ► . ( . ENGINEERED �. 55�oNA� ESA A SSOCI ATE s 315 WEST CENTER B.)5 POCA 83204IDAH0 3 M2 MAIN LEVEL FLOOR PLAN MECHANICAL a _ u PHONE: (208) 233 -0501 5GALE: 1/6 - I -0 b E OF X FAX: (208) 233 -0529 ESA JOB Nuwm. 05009 N (N T tL ----------- O GO cl� O "A Qi <ZZI I R 41 1 9 F 5GALE: 0" = I' -0" I am N1 �1 RISE (4) FWNAGE FLUES .---UP-IN-C-+V6E-AAL-L--M&-- EXTEND Tift ROOF REFER TO DETAIL A/M3.1 &ENERAL NOTES: o A- THE CONTRACTOR SHALL CHECK AND VERIFY All DIMEN510% AND CONNECTIONS ON THE "SITE. ALL WORK %IALL BE EXIEUITED FROM 0 5- THE MEGHANICAL CONTRACTOR SHALL BE C) FOR ELECTRICAL AND MECHANICAL ACCESS WHEN c ) co CQ EQUIPMENT LOCATIONS WITH PIPING, DZTMRr,, ELECTRICAL CONDUIT AND BUILDING 5TRZTLRE TO rl IN5LRE CODE COMPLIANCE. 0- GEILIWo DIFFUSERS ARE 5HOM IN APPROXIMATE 114 t3 REFLECTED GEILIN6 PLAN FOR EXACT LOCATIONS. z E- MT DIMENSIONS GALLED OUT ON DRAWINGS ARE ;p ' INSIDE FREE AREA DIMENSIONS. ACOUSTIC& MT �A C0 � MEA-9)REMENT5. a F ALL mTmw AND Pin% miGH PA.55E5 THRu FIRE RATED KALL5 TO BE FIRE STOPPED WITH APPROVED 5GALE: 0" = I' -0" I am N1 �1 RISE (4) FWNAGE FLUES .---UP-IN-C-+V6E-AAL-L--M&-- EXTEND Tift ROOF REFER TO DETAIL A/M3.1 &ENERAL NOTES: o A- THE CONTRACTOR SHALL CHECK AND VERIFY All DIMEN510% AND CONNECTIONS ON THE "SITE. ALL WORK %IALL BE EXIEUITED FROM TAKEN AT THE SITE. 5- THE MEGHANICAL CONTRACTOR SHALL BE RE5PON51BLE TO INSURE PROPER GODE CLEARANCES FOR ELECTRICAL AND MECHANICAL ACCESS WHEN INSTALLING ANY EQUIPMENT SUPPLIED BY THE MECHANICAL CONTRACTOR. C- IT 15 CRITICAL THAT M5 CONTRACTOR COORDINATE EQUIPMENT LOCATIONS WITH PIPING, DZTMRr,, ELECTRICAL CONDUIT AND BUILDING 5TRZTLRE TO rl IN5LRE CODE COMPLIANCE. 0- GEILIWo DIFFUSERS ARE 5HOM IN APPROXIMATE LOCATIONS. REFER TO LIGHTING PLANS AND REFLECTED GEILIN6 PLAN FOR EXACT LOCATIONS. E- MT DIMENSIONS GALLED OUT ON DRAWINGS ARE ;p ' INSIDE FREE AREA DIMENSIONS. ACOUSTIC& MT �A LINER ARE TO BE ADDED TO OVERALL � MEA-9)REMENT5. a F ALL mTmw AND Pin% miGH PA.55E5 THRu FIRE RATED KALL5 TO BE FIRE STOPPED WITH APPROVED FOAM OR SEALANT. REFER TO SPECIFICATIONS FOR APPROVED MANUFACTURES. ENGINEERED C C is AL SYSTEMS M ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 2 83204 PHONE: (208) 233-0501 Of FAX: (208) 233-0529 ESA im NumBER. 05009 c z o �J p IvI� e 3 o 0 w rl ;p ' � �A � a C) O Wr'" � C IvI� e 3 E r N L6 v= rn REFER TO SHEET M2.1 FOR CONTINUATION MOUNT FURNACE ON 14" HIGH PLENUM BASE. REFER TO DETAIL FlM32 ( TYPIGAL OF ALL FURNACES) cv cv N cv ' P-12 WATER ( qll �2" o , - -: - - -,- -- -- - -- , HEATER I I \.' F P -13 5EWA6E I -10 �' I ". I' I p EJECTOR - 1 -1/4" 6A5 1 I �' IOxI0 OA P -10 (2) 5/8" L 8 i I G (2) 1 -118" 5 -� j n 1 i F 2111 i 2" PUMPED WA5TE 3!4 , 1 2 20 I- I/2 ".� i i I -I/2' 4 n 1 1 - -- - -�. J--- - - - - - -- - -- - - -1J - -- - -- - - -- - , I 11 2 " 3/4 2 MEGH. I �- -- - - -___ 006 v AVL') o -- 5 -� - - - - - -_ _...._ _ - - -- -- -1 - - - -_ - - -- - -- -� -_ WATER PRE55URE REFER T O TI MI.1 REDUGII� STATION. I FOR GONTI1lUATION REFER TO DETAIL MlM3°I 2 -I/2 "4 A L A C7 SGALF MEGH. ROOM 006 MAIN LEVEL FLOOR a � LONER LEVEL CEILING - LONER LEVEL FLOOR EL - MOUNT HATER HEATER ON 2" RIGID INSULATION BOARD b" LARGER THAN WATER HEATER iI MEGH. 006 P -12 HATER HTR - 24xI2 RA ( � 24x12 RA 24x12 5A - i 1 24x12 SA - TYPICAL 14" HIGH PLENUM BASE. SEE DETAIL F/M32 (8) 3 "0 FURNACE FLUE5 UP THRU FLOOR 2" VENT LINE UP ABOVE. (REFER TO SHEET M22) IN WALL ABOVE DROP IOx6 OUTSIDE AIR DUCT DOWN AND CONNECT TO PLENUM BASE. PROVIDE MOTORIZED DAMPER, MANUAL DAMPER AND 8x8 AGGE55 DOOR IN EACH DUCT. TYPICAL OF ALL FUF NAGE5. R15E (4) 3 "�P FLiURNAGE FLUES UP IN CHASE TO ABOVE ROOF. x R15E (2) 3"(P FLUES FROM EACH FURNACE THRU FLOOR ABOVE AND EXTEND TO ROOF MOUNTED TERMINATION KIT. REFER TO DETAIL A/M3.1 FOR 51MILAR INSTALLATION. DROP IOxb OUTSIDE AIR DUCT DOWN AND CONNECT TO PLENUM BA5E. PROVIDE MOTORIZED DAMPER, MANUAL. DAMPER AND t 8x8 AGGE55 DOOR IN EACH DUCT. TYPICAL OF ALL FURNAGE5. - -� RIJN 3/4" CD LINE TO NEARE5T FLOOR DRAIN O MECHANICAL SECT ION MECH. ROOM 00(o 5GALE: 1/4" - 1' -0" 5/8' LIQUID, -1/8" SUCTION AND I' 6A5 LINE UP THRU FLOOR. REFER TO SHEET M12 FOR CONTINUATION AND TO DETAILS L/M2°4, 6/M3.1 d N/3 °1 R15E (2) 3" FLUE5 FROM EACH FIINAGE THRU ROOF. REFER TO MEGH. DETAIL A/143.1 COORDINATE LOCATION WITH DUCTWORK. FLUES TO 2O8 BE 36" ANAY FROM OUTSIDE AIR INTAKE -� TYPICAL 14" HIGH PLENUM BASE. SEE DETAIL F/M32 Fol - -- ` y 20x6 OUTSIDE AIR DUCT TO F/5 - MEGH. 005 E I MECHANICAL SECTION - MEGH. ROOM 005 5GALE: 1/4" 1 ' - OUT51PE AIR INTAKE PENTHOUSE REFER TO PH -1 ION ROOF REFER TO DETAIL 5/M32 1 -1/2" VENT IF FROM BELOW ��- VTR 1-- - -- - -- 211 V f It IN FLOOR REFER TO SHEET M23 18x10 SA -- REFER TO SHEET M2.3 18x10 5A FOR CONTINUATION FOR CONTINUATION MOUNT FURNACE ON I' RO DROP IOxb OUTSIDE AIR DUCT DOWN 14' HIGH PLENUM BASE. 12x6 EA AND CONNECT TO PLENUM BASE. REFER TO DETAIL F1N82 PROVIDE MOTORIZED DAMPER, MANUAL TYPICAL OF ALL FURNACES DAMPER AND 8x8 ACCE55 DOOR IN EACH 518" LIQUID AND I -I/8" DUCT. TYPICAL OF ALL FURNACES. SUCTION LIDS TO OX COIL. REFER TO SHEET MI3 FOR GONT. I 0 LARGE SCALE MEGH. ROOM 208 5GALE: 1 /4" = 1' -0" 20 GA. GALVANIZED 5HEET METAL BOOT 1/2" BOOTLINER ANCHOR BOOT FLANGE TO BOOT N/ SHEET METAL 5GREW5 AIR DUCT RETURN I TAPE ALL AROUND .DINT, TO BE AS PER 5PEGIFIGATION5 I 611 AIR I 1 -1/2" BOOT FLANGE CONCRETE ' GONGRETE AROUND ENTIRE BOOT FLOOR n a . n' . a a a 3-1/2" MIN. r BOOT i l , 1/2" BOOTLINER ° - __ ' � o� .0 ° .o ° D . .o I I I ° G ° U G ` O ° G ° O O ° ° G• ° ' C C O ` ° o l f BY MEGH. e G A ° a w °° I p e e oo a ° 0 0 .'o ° `o o CONT. a° O o o O O ° °° ° o p °aa 4 ° p °° p °O° U ° G° ° G O ° O o p (7n ; cp p e ° p ° ° pe ° O° p p ° o ° e o ° ° ° ° e 0 ° ° o ° 0 0 ° o e 0 e p e °0 • o ° 0 ° ° e p p ° -411filp lt-o.o o p o 0 0 ° G e p ° o�o ° 0 0 00 ° v ° o • ° 2" INSIX.ATION - BY G UNDERFLOOR AIR EN. GONT. 4' MIN. TAPE ALL AROUND DUCT F L TEE FITTING .;DINT AS PER 4" MIN. PEA GRAVEL OR SAND. FILL MATERIAL 5PEGIFIGATION5. GALVANIZED SHEET METAL SHOULD BE HAND TAMPED, RODDED OR LIGHTLY COMPACTED DURING INSTALLATION. GARS SHOULD TAKE -OFF MAY BE MADE TOP COMPACTED EARTH BE TAKEN DURING THI5 PROCEDURE NOT TO DEFORM TANGENT OR BOTTOM TANGENT OR OTHERWISE DAMAGE THE DUCT. SLEEVE INSIDE OF DUCT K UNDERF-OLOOr"k DETA MACHINE 2'j �I EL &VA7 I I 2" WASTE LINE 003 I �� III -_ - -- ! DOWN IN WALL REFER TO SHEET MI.I MEGH. I 1 005 iii 1' 1 -1/4 IbxI2 OA ; 1 -1,6 SEE SHEET M2.1 FOR r �-- f - -_� --- - - -i -i 15 12 5A CONTINUATION I. OUNT FURNACE ON 14 " r HIGH PLENA 15A5E. REFER TO DETAIL F/M32 I I /� 3 PIGAL OF ALL FURNACES __ n 6x18 BOOT UP THUR - DECTQ R 4 PfDP IOxb OUTSIDE AIR DUCT FLOOR TO FLOOR GRILLE 24xlb RA � p C4 DqWN AND CONNECT TO x PLENUM BASE. PROVIDE j TYPICAL REFRIGERANT � N N MO TORIZED DAMPER, MANUAL PIPING ABOVE DUCTWORK F D' MPER AND 8x8 ACCESS REFER TO 5GHEOULE 24x16 5A 5 I- (SHEET M32) FOR SIZES REFER TO SHEET M2.1 I` ALL FURNACES. T. TYPICAL P -10 © I FOR CONTINUATION D , - [�- i------------------- - - - - -- - -- -- N I 5 LARGE SCALE MPCH. ROOM 005 5GALE: 1/4 = 1' -0" R15E (2) 3'� FLUE5 FROM EACH FURNACE THRU ROOF. REFER TO DETAIL A/M3.1 COORDINATE LOCATION WITH DUGTNORK. FLUES TO BE 36" AWAY FROM OUTSIDE AIR INTAKE. 24x12 5A LOWER LEVEL GEILING LOWER LEVEL FLOOR I FULLY CASED DX COOLING C, NG COIL %; 5GHEDULE 40 PV COOLING COIL EXHAUST PIPI GONNEGTIONS 5GHEDULE 40 PVC G GOOLING COIL C INTAKE VENT PIPIN GOND. MAIN C� GA5 LINE VACUUM BREAKER TO ATM05PFERE �I I/2� �'�- DIRT LEG TRAP 3/4 SHUTOFF VALVE FURNACE j' UNION NOTE: 3/4" I FURNACE DO NOT RUN GONDEN5ATE DRAIN GONDENSATE PIPING IN FRONT OF FURNACE. THIS N EAREST DRAIN y HILL ALLOW ACGE55 TO FURNACE RUN TO FLOOR DRAIN COMPONENTS AND FILTERS. NO 5G ALE I L 17YPICAL FURNACE PIPIN6 DIAGRAM NO 5GALE RISE (2) (P FLUES FROM EACH REFER TO SHEET M2.3 FURNACE THRU ROOF. REFER TO DETAIL FOR CONTINUATION AIM3.1 COORDINATE LOCATION WITH MOUNT FURNACE ON MEGH. DUCTWORK. FLUE5 TO BE 36" AWAY �. _ 14' HIGH PLENUM BASE. FROM OUTSIDE AIR INTAKE. 220 F - - REFER TO DETAIL F/1"52 F DROP IOxb OUT5IDE AIR DUGT DOWN NZ AND CONNECT TO PLENUM BASE. PROVIDE MOTORIZED DAMPER, MANUAL DAMPER AND 8x8 AGGE55 DOOR IN EACH DUCT. TYPICAL OF ALL FURNACES. REFER TO SHEET M2. / �- (2) 5/8" LIQUID, (2) 1 -1/8" SUCTION 8 REFER TO SHEET MI.2 FOR CONT. FOR CONTINUATION -1 1 -1/4" (7A5 LINE UP TH;JJ FLOOR AND TO DETAILS L/t -12.4, 6/M3.1 4 N/3.1 G ( LAm*"c SCALE MEGH. BOOM 220 MEGH. _12 , ROOF 220 �OUTSIDE AIR INTAKE PENTHOUSE - - REFER TO DETAIL BIV1 2 I� UPPER LEVEL GEI DROP IOxb OUTSIDE AIR AND CONNECT TO PLENU PROVIDE MOTORIZED Da DAMPER AND 8x8 AGCE DUET. TYPICAL OF ALL I UPPER LEVEL F��L--000R I1� MAIN LEVEL GEILING O L I L F MECHANICAL SECTION MEGH. ROOM 220 - REFER TO SHEET M2.3 FOR GONT. T14 BOTTOM SSE. CONNECT NG OFF MIDDLE >F WALL (TYP. OF 2) 5GALE. 1/4" = 1' -0" H • 4 REFER TO SHEET M23 TYPICAL MANUAL FOR CONTINUATION BALANGING DAMPER 400 C 12x6 EA 7 O R15E (2) 3 "4P FLUES FROM EACH FURNACE THRU ROOF. REFER TO DETAIL - -- A/M3.1 COORDINATE LOCATION WITH -- DUCTWORK. FLUES TO BE 36" AWAY _ FROM OUT5IDE AIR INTAKE. REFER TO SHEET M2.3 FOR CONTINUATION RISE 1 -1/4" 6A5 LINE UP THUR FLOOR AND CONNECT TO } EACH FURNACE WITH I" LINE ROOF 1 KITH SHUT -OFF VALVE AND FLEXIBLE CONNECTION. - 11 Rs b 0 c �� �� 0 ti 0 C2 0 b � 0 o, 18x16 5A rrrr - -- rr IBxIb 5A ING rr� - -- R15E (2) 3 "(P FLUES FROM EACH DUCT DOWN I FURNACE THRU ROOF. REFER TO DETAI 4 BASE. A/M3.1 COORDINATE LOCATION WITH �MPER, MANUAL t -- ' I DUGTNORK. FLUE5 TO BE 3b" AWAY 55 DOOR IN EACH I F i F( �I I FROM OUTSIDE AIR INTAKE. URNAGE5. MOUNT RETURN AIR GRILLE IN WALL N F RG -I - - SECTION CONNECTED TO 14" PLENUM By AT FLR TOP 5EGTION TO PLENUM ALSO, BLANK SECTION ON MEGHANIGAL ROOM 51DE f AT FLR TYPICAL 14" HIGH 1� 24x12 PLENUM BASE. SEE v DETAIL F/M3.2 L L ``L 18x12 RA L F MECHANICAL SECTION MEGH. ROOM 220 - REFER TO SHEET M2.3 FOR GONT. T14 BOTTOM SSE. CONNECT NG OFF MIDDLE >F WALL (TYP. OF 2) 5GALE. 1/4" = 1' -0" H • 4 REFER TO SHEET M23 TYPICAL MANUAL FOR CONTINUATION BALANGING DAMPER 400 C 12x6 EA 7 O R15E (2) 3 "4P FLUES FROM EACH FURNACE THRU ROOF. REFER TO DETAIL - -- A/M3.1 COORDINATE LOCATION WITH -- DUCTWORK. FLUES TO BE 36" AWAY _ FROM OUT5IDE AIR INTAKE. REFER TO SHEET M2.3 FOR CONTINUATION RISE 1 -1/4" 6A5 LINE UP THUR FLOOR AND CONNECT TO } EACH FURNACE WITH I" LINE ROOF 1 KITH SHUT -OFF VALVE AND FLEXIBLE CONNECTION. - 11 Rs b 0 c �� �� 0 ti 0 C2 0 b � 0 o, a N ROOF �REt ER _�. Q IL Oft-3 I RG-I F� � � EF AT FLR I N IDO e MOUNT FURNACE ON MEGH. --t 14" HIGH PLENUM BASE. 212 i I 1 - 2" ANT REFER TO DETAIL F/M32 0 F--� F_ _ (� F TYPICAL OF ALL FURNAGE5 18x16 SA ; � I ; � ,;�, f a w " VTR -I© 2 L �' DROP IOXb OUT5IDE AIR DUCT DOWN �? Q : ► � - AND CONNECT TO PLENUM BA5E. �, r PROVIDE MOTORIZED DAMPER, MANUAL .. DAMPER AND 8x8 ACCESS DOOR IN EACH A - - MGT. TYPICAL OF ALL FURNACES. H •� a AFLR �D H I < (2 " X REFER TO SHEET M2.3 2 HALL. FOR CONTINUATION w NOTE: REFRIGERANT LINES ARE NOT 5HONN FOR CLARITY. R15E REFRIGERANT LINES UP THRU FLOOR AT EACH FURNACE AND CONNECT TO DX COIL. REFER TO 5HEFT MI-2 AND TO DETAIL5 6/M3.1 AND N/3.1 FOR CONNECTION TO EQUIPMENT. a (8) 3 "-V FURNACE FLUE5 UP FROM W BELOW. (REFER TO SHEET M22) R15E W UP THRU ROOF WITH CONCENTRIC VENT TERMINATION. SEE DETAIL A/M3.1 H J I LARGE SCALE Mr-CH. ROOM 212 ° o u U G� Q \ - (f `gyp JtJ YYCJI %,LNMGR POCAT IDAHO 83204 M2 4 9�Tq �► {I� �J PHONE: (208) 233 -0501 l� 0 �� FAX: (208) 233 -0529 F C Sa ESA JOB NUMBER: 050 UPPER LEVEL CEILING -I TYPICAL CEILING DIFFUSER DROP IOxb OUTSIDE AIR DUCT DOWN AND GONNEGT TO PLENUM BA5E. PROVIDE MOTORIZED DAMPER, MANUAL DAMPER AND 8x8 ACCESS DOOR IN EACH DUCT. TYPICAL OF ALL FURNAGE5. UPPER LEVEL FLOOR GIRG. AREA ' 22a 0 6 116-0 Ibxl2 OA 1� OaO - MAIN LEVEL GEILING -f TYPICAL FLOOR GRILLE NTH 18x6 BOOT 24x1b RA 18xI2 SA 24xIb 5A MAIN LEVEL FLOOR 24x10 SA 18x10 RA I D01 n IVI�IL 1v. 18x16 5A TYPICAL FURNACE VENT TERMINATION KIT THRU ROOF. REFER TO DETAIL A/M3.1 REFER TO SHEET M23 FOR CONTINUATION R15E (2) 3 "4 FLUES FROM EACH FURNACE THRU ROOF. REFER TO DETAIL A/`M3.1 COORDINATE LOCATION WITH DUGTWORK. FLUES TO BE 3b" AWAY FROM OUTSIDE AIR INTAKE. - MOUNT RETURN AIR GRILLE IN NALL KITH BOTTOM 5EGTION GONNEGTED TO 14" PLENUM BASE. BLANK -OFF UPPER 5EGTION OF GRILLE ON MEGHANIGL ROOM 51DE OF WALL (TYP. OF 2) -- NOTE: REFRIGERANT LINE5 ARE NOT SHOWN FOR CLARITY. R15E REFRIGERANT LINES UP THRU FLOOR AT EACH FURNACE AND CONNECT TO OX COIL. REFER TO SHEET MI.2 AND TO DETAILS 6IM3.1 AND N/3.1 FOR GONNEGTION TO EQUIPMENT. H I MECHANICAL SECTI - MEGH. ROOM 212 5GALE: 1 /4" - 1' -0" 1 I l/ CQ rlo v � � Q C) I o 00 � I � � a N ROOF �REt ER _�. Q IL Oft-3 I RG-I F� � � EF AT FLR I N IDO e MOUNT FURNACE ON MEGH. --t 14" HIGH PLENUM BASE. 212 i I 1 - 2" ANT REFER TO DETAIL F/M32 0 F--� F_ _ (� F TYPICAL OF ALL FURNAGE5 18x16 SA ; � I ; � ,;�, f a w " VTR -I© 2 L �' DROP IOXb OUT5IDE AIR DUCT DOWN �? Q : ► � - AND CONNECT TO PLENUM BA5E. �, r PROVIDE MOTORIZED DAMPER, MANUAL .. DAMPER AND 8x8 ACCESS DOOR IN EACH A - - MGT. TYPICAL OF ALL FURNACES. H •� a AFLR �D H I < (2 " X REFER TO SHEET M2.3 2 HALL. FOR CONTINUATION w NOTE: REFRIGERANT LINES ARE NOT 5HONN FOR CLARITY. R15E REFRIGERANT LINES UP THRU FLOOR AT EACH FURNACE AND CONNECT TO DX COIL. REFER TO 5HEFT MI-2 AND TO DETAIL5 6/M3.1 AND N/3.1 FOR CONNECTION TO EQUIPMENT. a (8) 3 "-V FURNACE FLUE5 UP FROM W BELOW. (REFER TO SHEET M22) R15E W UP THRU ROOF WITH CONCENTRIC VENT TERMINATION. SEE DETAIL A/M3.1 H J I LARGE SCALE Mr-CH. ROOM 212 ° o u U G� Q \ - (f `gyp JtJ YYCJI %,LNMGR POCAT IDAHO 83204 M2 4 9�Tq �► {I� �J PHONE: (208) 233 -0501 l� 0 �� FAX: (208) 233 -0529 F C Sa ESA JOB NUMBER: 050 UPPER LEVEL CEILING -I TYPICAL CEILING DIFFUSER DROP IOxb OUTSIDE AIR DUCT DOWN AND GONNEGT TO PLENUM BA5E. PROVIDE MOTORIZED DAMPER, MANUAL DAMPER AND 8x8 ACCESS DOOR IN EACH DUCT. TYPICAL OF ALL FURNAGE5. UPPER LEVEL FLOOR GIRG. AREA ' 22a 0 6 116-0 Ibxl2 OA 1� OaO - MAIN LEVEL GEILING -f TYPICAL FLOOR GRILLE NTH 18x6 BOOT 24x1b RA 18xI2 SA 24xIb 5A MAIN LEVEL FLOOR 24x10 SA 18x10 RA I D01 n IVI�IL 1v. 18x16 5A TYPICAL FURNACE VENT TERMINATION KIT THRU ROOF. REFER TO DETAIL A/M3.1 REFER TO SHEET M23 FOR CONTINUATION R15E (2) 3 "4 FLUES FROM EACH FURNACE THRU ROOF. REFER TO DETAIL A/`M3.1 COORDINATE LOCATION WITH DUGTWORK. FLUES TO BE 3b" AWAY FROM OUTSIDE AIR INTAKE. - MOUNT RETURN AIR GRILLE IN NALL KITH BOTTOM 5EGTION GONNEGTED TO 14" PLENUM BASE. BLANK -OFF UPPER 5EGTION OF GRILLE ON MEGHANIGL ROOM 51DE OF WALL (TYP. OF 2) -- NOTE: REFRIGERANT LINE5 ARE NOT SHOWN FOR CLARITY. R15E REFRIGERANT LINES UP THRU FLOOR AT EACH FURNACE AND CONNECT TO OX COIL. REFER TO SHEET MI.2 AND TO DETAILS 6IM3.1 AND N/3.1 FOR GONNEGTION TO EQUIPMENT. H I MECHANICAL SECTI - MEGH. ROOM 212 5GALE: 1 /4" - 1' -0" 1 I l/ EXHAU5T I rn Q APPROX. b" 5ECURE REFRIGERANT NOTE. PIPING TO 5UPPORT5 PAINT ANGLE 5UPPORTS INTAKE PITCH WITH %W15TRUT' PIPE TO MATCH BUILDING FACE INSULATION AROIM i 12 CLAMP OR EQUAL. BRICK COLOR (TYPICAL). �' 5UGTION LINES 12 MINIMUM ABOVE IS GAUGE GALVANIZED SHEET METAL AVERAGE SNOW PROTECTIVE GOVER COMPLETE WITH ACCUMULATION 7 FLA5HIN6 24 GA. PRE- FIN15HED METAL SKIN. COLOR TO BE SELECTED BY THE d — i ARCHITECT. RUN FROM( ONPEN5lN6 _ ROOF UNIT TO BUILDING. _ - RJ All f __ _ 1 - 5/8" x 1 -5/S" UNI5TRUT I > ANGLE IRON GHANNEL (GALVANIZED) (TYP). UNI5TRUT P102b _ " 20 GAUGE GALVANIZED __ _ ---� � ' — -- -- - --� UNISTRUT WIDTH TO BE 8 � � . (TYP.) � � POST PLATE UNISTRUT SLEEVE b" LONG LARGER THAN 15 REQUIRED P20 11YP). ANCHOR FOR ALL PIPING. TO 5LA5. MnO AN51ON 20 GA. GALVANIZED I BOLTS 3 LONG. ----- j t CONCRETE E9JIPMENT PAD ITEM DE5GRMON I CHECK VALVE 2 RETARDING GHAMBER DRAIN 3 BALL DRIP 4 51AME5E F.D. CONNECTION 5 RETARDING CHAMBER b 5PLA5H BLOCK 7 PRE55L RE 5WITGH 8 PRE55URE GAUGE (2 REQ'D) Q BLDG. EXTERIOR WALL IQ DOUBLE CHECK 11 FLOW ALARM 5WITGH 12 ELECTRIC BELL 13 THRUST BLOCK 14 2' 5PAGE - CAULK WATER -TIGHT 15 WET PIPE ALARM VALVE Ib MAIN DRAIN VALVE 11 ALARM TEST VALVE IS MAIN DRAIN TO OUT5IDE 19 ANCHOR AT FLOOR OR WALL PENETRATION 20 5FUT -OFF VALVE WITH TAMPER 5WITGH 21 AUXILARY DRAIN us 0 0 0 u. MAIN AIR DUGT 45° NOTE: L =1/4 W (4" MINIMUM) L uSE DAMPER WHEN INDICATED ON FLOOR PLAN AIR BRANCH J _1 DUCT (TYPICAL) 1 A ECTAN&ULAR DUGT CONNECTION I NO 5GALE I ••r 24" MAX TO r EXTERNAL DUGT INSULATION I B I PENTHOUSE DETAIL I NO 5GALE G I ROOF TOP EXHAUST FAN DETAIL I" AGOU5TIGAL DUCT LINER ON INTERIOR OF MT.--\ HAND DAMPER } Wl* NUT L REGTAN6ULAR SUPPLY DUGT D I GEILI FIRST SUPPORT I ON ALL ROUND RI61D DUGT- WORK AND FITTINGS. R1610 SPIN- t JGT SUPPORT IN FITTING I D DAMPER ON PLANS NO 5GALE MECHANI LE &END 5YMBOL DE5GRIPTION - - - - - - 50 1L OR WASTE PIPiN6 -------- - - - - - VENT LINE PIPING R.P.M. DOME5TIG COLD WAT PIPING REMARKS _ DO ME5TI G L OT WATER PIPING - - - HOT WA TER R PIPING 6 6A5 PIPING c PIPE DROP - 0--- PIPE RI5E 1800 REF LIQUID LI NE L 160 REFRI GERANT SUCTION LINE 5 GD DRAIN LINE _ >r-- _CONDENSATE _ VALVE /.1'J NAT. _GAT - BALL VAL --ICF- .50" 1/4 U-,EG VAL VTR _ VENT TIM ROOF WG O - WAL GLE ANOU T GOT6 GLEANOUT T G RADE 0 ELE THE RM05TAT 1/2" (2) 3 "0 0 PLAN NOTE FG 1 EQUIPMENT SYMBOL ��- PRESSURE REOUGIN6 VALVE O LOCAL ATG PANEL � 510EWALL REC715TER SUPPLY OR RETURN AIR r--(� � RETURN AIR OR EXHAUST GRILLE 65 °F GEILI% DIFFUSER - - -{� MOTORIZED DAMPER NAT. ROUND BRANCH DUCT WITH HAND DAMPER 3 RECTANGULAR SUPPLY AND RETURN AIR DUGT TAKE -OFF r TURNING VANS 200 DUG1 TRAN51TION HO HAND DAMPER Ll FIRE DAMPER AND AGGE55 - - - L;=j SMOKE t FIRE DAMPER I/2" INSULATED FLEXIBLE DUGT ID CEILIN6 MOUNTED EXHA65T FAN - �, "1% \7 ROOF TOP EXHAUST FAN UP FLOW FURNACE OR FAN COIL UNIT 500 CONDEN51% UNIT 24" MAX TO FIRST SUPPORT ROUND FLEXIBLE SUPPLY DUGT TO GEILIN6 DIFFUSER W-O" MAX. LENGTH '- HANDLE I- GLUE FLEX DUGT TO FITTING, CLAMP 0014! WITH STRAP AND ROUND 81610 DUGT. 5GREW 50LID TO RIGID FITTING ATTACH TO RI610 DUGT WITH DRAW BAND OPP05ED BLADE DAMPER WHERE SPECIFIED LAY-IN DIFFL15ER I F U 5 E R VETA I L 61LUE FLEX DUGT TO ADAPTER 4 CLAMP DOWN WITH STRAP. ROUND TO SQUARE TRAN51TION LAY -IN CEILING NO 5GALE EXHAUST FAN SCHEDULE 5YM. TYPE G.F.M. 5.P.E. H.P. CHAR. R.P.M. CONTROL REMARKS LAT ROOF TOP CENTRIFUGAL 1500 .88" 1/2 120160/1 1250 TIME CLOCK PENN MEX" WITH BAGK -DRAFT DAMPER. MOUNT ON 1800 200 GEILIN6 MOUNTED 160 .25" 108 W 1201b0/I 1550 WALL 5WITCH PENN ZbH "ZEPHYR" WITH BAGK -DRAFT GAMPER AND 10x4 DUGT THRU J015T SPACE TO WGIO WALL GAP. /.1'J NAT. ROOF TOP CENTRIFUGAL 300 .50" 1/4 120/60/1 1000 GL6 5TAT � WITH BACK -DRAFT DAMPER. MOUNT 120/60/1 110,000 103 ,000 65 °F 110 °F 1/2" (2) 3 "0 NAT. t MODEL OG -21' DX GOOLI CO I WITH COOLIG COIL 1 6 33 - b NO FURNACE SCHEDULE 5YM. TYPE DESIGN GFM F.A GFM SP E H.P. CHAR A.GA. EAT LAT 5W VENT 6A5 TYPE REMARK5 INPUT OUTPUT e UP FLOW 1800 200 .8" 1 120 /bo /I 110,000 103,000 b5 °F 110 °F 1/2" (2) 34 NAT. LENNO MODEL 651MP- bOG -Ilo WITH G33- bOG -2F OX GOOLI N6 COIL I 4 WAY UP FLOW 1800 200 .8" 1 120/60/1 110,000 103 ,000 65 °F 110 °F 1/2" (2) 3 "0 NAT. t MODEL OG -21' DX GOOLI CO I WITH COOLIG COIL 1 6 33 - b NO F UP FLOW 1600 200 .8" 314 120160/1 88 ,0OO 82,000 65 °F 110 °F i/2" (2) 3 "� NAT. LENNOX MODEL 651MP- 60G -OqO WITH G33- 48G -2F DX GOOLIN6 COIL 3 ALUM. FLOW 1200 200 .8" 3/4 120160/1 88,000 82,000 615 °F 110 °F I/2" (2) 3 "4� NAT. LENNOX MODEL 651MP 485 - OqO WITH G33 368 --21' OX COOLING COIL e UP 4 R6 UP FLOW 3000 500 .8" (2) 3/4 120 /bD/I 88,000 82,000 65 °F I10 °F 1/2" (2) 3"0 NAT. (2) LENNOX MODEL 651MP bOG - OqO WITH (2) G33- 48G -2F DX GL6 GOIL AND TWINNING KIT e TANDEM 5 3 - 1/2 x 14 UNLINED UP FLOW 1800 200 .8 " 1 1201bO/I 110,000 103,000 ° b5 *F ° I10 F 1/2 't (2) 3 4P NAT. LENNOX MODEL G51MP -60G -110 WITH G33- 60G -2F OX GOOLIN6 COIL 6 e UP � FLOW 1800 200 .8" 1 120160/1 110,000 103,000 b5 °F I10 °F 112" (2) 3" � NAT . LENNOX MODEL GOOLI COI WITH G33 DX COOLIG COIL NO FLOW 1200 200 .8" 3/4 120/60/1 88,000 82,000 b5 °F 110 °F 1/2" (2) 3" iP NAT. LENNOX MODEL 651MP- 488 -Og0 WITH G33 - 365-21' OX GOOLIN6 COIL e UP 8 F UP FLOW 1800 200 .8" 1 120/60/1 110,000 103 ,000 b5 °F 110 °F 1/2" (2) 3" It NAT. -6 LENNOX MODEL 651MP 0G -I10 WITH 1 633-606-21' OX GOOLIN6 COIL e PENN 'AIRETTE' WITH BIRD SCREEN FLOW 1600 200 .8" 3/4 120 /bO /I 88,000 82,000 b5 °F I10 °F 1/2 " (2) 3 "0 NAT. LENNOX MODEL GOOLIN COI 0 WITH G33 -48C -21' DX COOLING COIL e UP 10 F UP FLOW 1800 200 .8" 1 120/60/1 110,000 103,000 65 °F I10 °F 1/2" (2) 3" NAT. G33- -b MODEL OC - 21' DX GOOLI COI WITH G33 -b COOLIG COI l l P -10 2" FLOOR DRAIN - ZURN Z-415 WITH 5 "IP TYPE 'B' -- -- 2" 2" NIGKEL- BRONZE STRAINER AND ZURN Z -1022 TRAP GRILLP AND RIP-6I SCHEDULE 5YM. SIZE THROW GFM GON5TR. FIN15H BRANC F.D. O.B. REMARK5 r, - p- - - 11 g x q 4 WAY 50 -250 STEEL WHITE q "o NO NO PRICE MODEL 5MO WITH 24x24 LAY -IN MODULE p - 2 12 x 12 4 WAY 250 -450 STEEL WHITE 10 NO NO PRICE MODEL 5MD WITH 2424 LAY -IN MODULE U p - -3 - 1 g x q 4 WAY 50 -250 STEEL WHITE q "4? NO YES PRICE MODEL 5MD WITH BEVELED FRAME MENDED 16 x 8 N.A. 200 -500 STEEL. WHITE Ib x 8 NO YES PRICE MODEL 5MO WITH BEVELED FRAME { -I 18 x b N.A. 50 -250 ALUM. ALUM. 6 � 8 � T NO YES PRICE MODEL LBPH -25G WITH O.B. DAMPER 1'6 -I 18 x 6 N.A. 50 -250 ALUM. ALUM. 6 � �O T NO NO PRICE MODEL LBPH -25G C 60000 q5 °F 208/60/3 L -4601 LEVER HANDLE FAUGET, 1/2" STOPS AND 1 -1/2" 250# 5/8" I -118" LENNOX MODEL H52q -060 WITH LOW AMBIENT KIT. 6 R6 24 x 36 N.A. 600 -1400 STEEL WHITE 10 "4P NO NO PRICE MODEL 535 WITH NARROW FRAME AND SOUND TRAP 6 - 2 14 x 8 N.A. 0 - 200 STEEL WHITE 3 - 1/2 x 14 UNLINED 1 -1/8" NO PRICE MODEL 535 BETWEEN WALL STUDS AND MOUNT NEAR GEILIN6 24 x 12 N.A. 400 -600 STEEL WHITE 12 x 12 NO NO PRICE MODEL 535 WITH STANDARD FLAT FRAME ® 24X48 N A. 1500 -2400 STEEL WHIT€ 24 x 12 NO NO PRICE MODEL 535 WITH STANDARD FLAT FRAME R15E DUGT UP IN CHASE AND MOUNT NEAR GEILIN6 12 x 12 N.A. 50 -400 STEEL WHITE 12 x 8 NO NO PRICE MODEL 535 IN 2424 LAY -IN MODULE STRAINER AND 2" DEEP SEAL P -TRAP. P -1 ER -I 12 x 12 N.A. 50 -500 STEEL WHITE 10 x b NO YES PRICE MODEL 535 WITH STANDARD FLAT FRAME pH -I 23 x 23 N.A. 200 -600 ALUM. ALUM. 12 x 12 NO NO PENN 'AIRETTE' WITH BIRD SCREEN 3/4" 23 x 34 N.A. b00 -1800 ALUM. ALUM. 12 x 24 NO NO PENN 'AIRETTE' WITH BIRD SCREEN [ PR:51 24 x 30 N.A. --- ALUM. ALUM. 18 x 24 NO NO PENN 'AIRETTE' WITH BIRD 5GREEN (I) TRANSVERSE REINFORGIN6 51ZE 15 DETERMINED BY DIMENSION OF SIDE TO WHICH ANGLE 15 APPLIED. 12" OG MAX. - METAL FASTENERS - OMARK 1N5ULPIN5, OURO DYNE FASTENERS OR 6RIPNAIL5. GRIP NAILS SHALL BE INSTALLED BY 6RIPNAIL AIR HAMMER OR BY AUTOMATIG FASTENER EQUIP. :.,1i r : u 0 •, A SELF- TAPPING CADMIUM PLATED HEX HEAD SHEET METAL 5GREW -� HANG OUGT5 UP TO 30" WIDTH WITH 1" x 18 6A6E STRAPS AT 10' -0" MAXIMUM 5PAGING. STRAPS TO BE TIGHT A6AIN5T DUCTWORK In NOT MORE THAN 2" FROM E06E OF LINER - SHEET METAL DUGT TOP AND BOTTOM SECTION OF LINER SHALL OVERLAP THE 51DES '1" THICK DUGT LINER ALL ENDS OF LINER TO BE COATED WITH ADHESIVE. SEE 5PEGIFICATION5. E I DUGT CONSTRUCTION AND HAN&ER DETAILS HANGER STRAPS FIXTURE SCHEDULE 5YM. TRANSVERSE REINFOR61% (1) MINIMUM AT JOINTS GOLD WA5TE VENT P -1 REINFORGIN6 --- 1/2' 4 2" AN6LE SIZE ELONGATED BOWL, K- 46 -G OPEN FRONT SEAT, 1/2" 250# DIMENSION OF SHEET METAL AND MAXIMUM LON61TLVINAL -E g- LON6EST 6A6E 5PAGIN6 DRIVE P -2 SIDE, INCHES (ALL FOUR BETWEEN TRANSVERSE SLIP HEMMED 5 S! IP REGOM- REGOM- 20816013 51DE5) JOINTS 4 /OR 1/2" 1 -1/8" INTERMEDIATE MENDED MENDED 3b,000 q5 °F REINFORGIN6 GAGE 6A6E IF THRU 12 2b NONE REQUIRED 2b 26 13 - 18 24 NONE REQUIRED 24 24 Iq - 30 24 I "xl "x118" @ b0 IN - 24 (I) TRANSVERSE REINFORGIN6 51ZE 15 DETERMINED BY DIMENSION OF SIDE TO WHICH ANGLE 15 APPLIED. 12" OG MAX. - METAL FASTENERS - OMARK 1N5ULPIN5, OURO DYNE FASTENERS OR 6RIPNAIL5. GRIP NAILS SHALL BE INSTALLED BY 6RIPNAIL AIR HAMMER OR BY AUTOMATIG FASTENER EQUIP. :.,1i r : u 0 •, A SELF- TAPPING CADMIUM PLATED HEX HEAD SHEET METAL 5GREW -� HANG OUGT5 UP TO 30" WIDTH WITH 1" x 18 6A6E STRAPS AT 10' -0" MAXIMUM 5PAGING. STRAPS TO BE TIGHT A6AIN5T DUCTWORK In NOT MORE THAN 2" FROM E06E OF LINER - SHEET METAL DUGT TOP AND BOTTOM SECTION OF LINER SHALL OVERLAP THE 51DES '1" THICK DUGT LINER ALL ENDS OF LINER TO BE COATED WITH ADHESIVE. SEE 5PEGIFICATION5. E I DUGT CONSTRUCTION AND HAN&ER DETAILS HANGER STRAPS FIXTURE SCHEDULE 5YM. 5YM. DE5GRIPTION HOT GOLD WA5TE VENT P -1 ADA WATER CLOSET - KOHLER K -342 "HI61-ILINE" WITH --- 1/2' 4 2" 208/6013 ELONGATED BOWL, K- 46 -G OPEN FRONT SEAT, 1/2" 250# 518" I -118" W�OMO MBIENT KIT. STOP AND BOLT GAPS. 60,000 q5 °F 20816013 212 P -2 WATER GL05ET - KOHLER K -3420 "WELLWORTH" WITh -- 1/2' 4" 2" 48,000 ELONGATED BOWL, K- 46 -G OPEN FRONT SEAT, 1/2" 20816013 11A 200# 1/2" 1 -1/8" STOP AND BOLT GAPS. 3b,000 q5 °F P -3 Wj - KOHLER K- 4gbq -T "FRE5HMAN WITH SLOAN -- 3/4" 2" 2" 4 I SOES -5 "OPTIMA" AUTOMATIC FLUSH VALVE AND WALL q5 °F 208161013 Ibb 200# CARRIER. I -118" WITH LBIENT KIT. INITH L OW AM MODEL H52g e 42000 A / G-u\ P -4 WALL HUNG LAVATORY - KOHLER K -2032 "6REENWIGH" 112" 112" 1 -1/2" 1 -1/2" 1 -1/8" 517E !8x20 WITH K - OPEN GRID STRAINER, MOEN 5B C 60000 q5 °F 208/60/3 L -4601 LEVER HANDLE FAUGET, 1/2" STOPS AND 1 -1/2" 250# 5/8" I -118" LENNOX MODEL H52q -060 WITH LOW AMBIENT KIT. 6 P -TRAP. 60,000 q5 °F 20816013 21.2 P -5 SINGLE COMPARTMENT SINK - ELKAY LR -ig18 WITH 1/2" 1/2" 1 -1/2" 1 -1/2" 36,000 LK -4100 LEVER HANDLE FAUCET, LK -35 DUO STRAINER, 208/60/3 14.0 150# 1/2" 1 -1/8" 1/2" STOPS AND 1 -1/2" P -TRAP. 8 60000 q5 °F P -b FLOOR MOUNTED SERVICE 511 - KOHLER K -b 1/2" 1/2" 2" 2" la7l "WHITBY" WITH K -Sg40 WIRE RIM GUARD, K -8828 WALL 48,000 q5 °F 208/6013 11A 200# MOUNTED FAUCET ASSEMBLY WITH VACUUM BREAKER I -I /8° LENNO W OMO MBIENT KI 10 60000 AND 5-0" RUBBER H05E AND WALL MOUNTED HOSE 20816013 21.2 250# 5/8" 1 -118" CLIP, K-g141 DRAIN ASSEMBLY WITH PERFORATED ii STRAINER AND 2" DEEP SEAL P -TRAP. P -1 DRINKING FOUNTAIN - ELKAY MODEL LZ58 WITH FRONT -- I/2" I -1/2" I -I/2" AND SIDE PUSH BAR OPERATORS, FLEXI -(;;UARD BUBBLER, 1/2" STOP AND 1 -1/2" P -TRAP. P -8 EXTERIOR HOSE BIBB - ZURN Z -1310 "EGOLOTROL" WITH --- 3/4" - -- REMOVABLE TEE HANDLE AND VAGUUM BREAKER. LENGTH TO SUIT WALL THICKNESS. P-q INTERIOR H05E BIBS - WOODFORD MODEL 24P -1/2 WITH -- 1/2" --- - -- REMOVALBE CHROME 'TEE' HANDLE AND VACUUM BREAKER. P -10 2" FLOOR DRAIN - ZURN Z-415 WITH 5 "IP TYPE 'B' -- -- 2" 2" NIGKEL- BRONZE STRAINER AND ZURN Z -1022 TRAP PRIMER 2' DEEP SEAL P -TRAP. P -11 HOT WATER REGIRG. PUMP - B46 SERIES 100 ALL 314' -- --- - -- BRONZE B005TER PUMP WITH 3 6PM AT 8' HEAD, 1/12 HP (120/60/1) MOTOR, 3/4" GONNEGTiON5 AND STRAP -ON AQUA5TAT CONTROL. P -12 WATER HEATER - A.O.5MITH EGT -52 WITH 50 GALLON 3/4" 3/4" - -- - -- CAPACITY, (2) 45 KW NON- 51MULTANEOU5 ELEMENT5, 3/4" CONNECTIONS AND 3/4" T4P RELIEF VALVE. P -13 5EWA6E EJECTOR - MYERS MODEL SRM4AIG WITH (2) -_- -- 2" 2 " 4/10 HP MOTOR5, FLOAT SNITGHE5, ALTERNATING CONTROL BOX AND STARTERS AND 2" OI5GHAR6E LINES, 36"4) x 3b" DEEP BA51N WITH SEALED COVER. P -14 ROOF DRAIN - JAY R. SMITH MODEL 1010 WITH 4" DRAIN -- -- 4 - -- LINE GONNEGTION AND UNDERDECK CLAMP. P -15 OVERFLOW ROOF DRAIN - JAY R. SMITH MODEL 1080 --- --- 4 - -- WITH 4" DRAIN LINE CONNECTION, 2" HIGH WATER DAM AND UNDERDEGK CLAMP. P -16 ROOF DRAIN 5GUPPER -,JAY R. SMITH MODEL 11100 -- - -- 4" - -- WITH 4" DRAIN LINE CONNECTION, WALL FLAN6E AND ROUGH- BRONZE FINISH G®NVENS I N& UNIT SCHEDULE 5YM. BTU EAT CHAR. MGA WEIGHT REFR16' REMARKS LIQ. SUC. o 60,000 q5 °F 208/6013 21.2 250# 518" I -118" W�OMO MBIENT KIT. 60,000 q5 °F 20816013 212 250# 518" 1 - I /8" LENNOX MODEL H52q - 060 IN", IOW AMBIENT KIT A 48,000 q5 °F 20816013 11A 200# 1/2" 1 -1/8" WL��ON AMBIENT KIT. 3b,000 q5 °F 20816013 14.0 150# 1/2" 1 -1/8" LENNOX MODEL H52q - 036 WITH LOW AMBIENT KIT. 4 q5 °F 208161013 Ibb 200# 1/2" I -118" WITH LBIENT KIT. INITH L OW AM MODEL H52g e 42000 A / G-u\ 42000 q5 °F 208/b013 ib.b 200# 1/2" 1 -1/8" V L OW AMBIENT H52gIT. WITH LBIENT KIT. 5B C 60000 q5 °F 208/60/3 21.2 250# 5/8" I -118" LENNOX MODEL H52q -060 WITH LOW AMBIENT KIT. 6 GU 60,000 q5 °F 20816013 21.2 250# 518" 1 -1/8" LENNOX MODEL H52q -060 WITH LOW AMBIENT KIT. 1 36,000 q5 °F 208/60/3 14.0 150# 1/2" 1 -1/8" LENNOX MODEL N52q -036 WITH LOW AMBIENT KIT. 8 60000 q5 °F 208/6013 21.2 250# 5/8" 1 -118" LENNOX MODEL H52q -060 W1TH LOW AMBIENT KIT. la7l 48,000 q5 °F 208/6013 11A 200# 1/2" I -I /8° LENNO W OMO MBIENT KI 10 60000 q5 °F 20816013 21.2 250# 5/8" 1 -118" LENNOX MODEL H52q -060 WITH LOW AMBIENT KIT. ii 1 -11201161" ANGLE IRON STAND BELOW FURNACE. x WELDED CONSTRUCTION W/ PROVIDE SILICONE SEALANT AN61-E5 ON ALL 4 51OE5. AROUND FURNACE AND AT ALL ED6E5 OF PLENUM TO PROVIDE NO POP RIVETS ALLOWED 51ZE FRAME TO MATCH AN AIRTIGHT 5EAL (TYPiGAL). EQUIPMENT FURNISHED. GUT OPENIN6 IN TOP OF PANEL FOR RETURN / OUTSIDE AIR DUGT AS REQUIRED. GUT OPENIN6 IN r 20 6AU6E 6ALV. IRON TOP PANEL OF , METAL PLENUM WITH i' yx PLENUM TO MATCH ' � i ' �� �' i THICK DUGT LINER ON FURNACE INLET. INSIDE EXCEPT AT AN6LE SUPPORTS AND ~ � ENGINEERED 8X8 AGGE55 DOOR i ; i / ANGLE STAND BELOW ! FURNACE. Sc,�ONAL ESA ASSOCIATES I 112"0116" AN6LE IRON 315 WEST CENTER LINER TO BE ADHERED TO RETURN AIR PLENUM - DUGT ADHESIVE FRAME ON ALL 4 SIDES ry POCATELLO, IDAHO SEE SPEGIFIGATIONS. 14" OF PLEN WITH WELDED f 6 2 83204 GON5TRUGTION. s q I o �j L�� �- PHONE: (208) 233 -0501 Of FAX: (208) 233 -0529 NO SCALE � �� �L�NUM $��� I?�T� I � No SCALE E sa ,� NuMeE�: 05009 c®� O op ao 4 o 0 cy Az 0 o a 0 .r 8 C) 1'---i z H � `-' o H 1 0 ao C\2 W � I o W 4 � A C) 1'---i z 54 W Q to � Q W v � -�i L! W �s mo e 2 H � Q H H • W � w W W � i-1 i-�-i r W W 54 W Q to � Q W v � -�i L! W �s mo e 2 fGEY NOTPS APPROX. LOCATION OF TELEPHONE DEMARK A.f/1A" IF.AC GIGAI ♦ /LC71CV r n i � in n • � n n � � it PEDESTAL (FIELD VERIFY) ---\ L>J E- V) 0I PROVIDE TWO 4" GONDUIT5 WITH PULL GORD5, FROM MAIN TELEPHONE / DATA BOARD ON UPPER LEVEL, DOWN AND UNDER6ROUND OUT TO TELEPHONE GO. DEMARK LOCATION. COORDINATE WITH LOCAL TELEPHONE GO. THE DEMARK TERMINATION POINT PRIOR TO ANY INSTALLATION. COORDINATE THE ROUTING OF THE5E UNDERGROUND GONDUIT5 WITH ALL OTHER UNDER6ROUND UTILITIE5, AND THE GENERAL GONTR. 5EE UTILITY GONTACT 5GHEDULE, THI5 SHEET. l�2 STAY CLEAR OF ANY UNDERGROUND GONDUIT5, ETC. IN THI5 FUTURE EXPAN51ON AREA WHERE P0551BLE. O GIRGUIT VIA TIME CLOCK / PHOTO -GELL CONTROL. LOCATE PHOTO -CELL OUTSIDE ON BUI! DING 50 A5 NOT TO BE AFFECTED BY ARTIFIGIAL LIGHT. LOGATE TIME CLOCK ADJACENT TO PANEL WHERE CIRCUITED. CONNECT 50 THAT PHOTO -DELL TURNS LIGHTS ON AND TIME CLOCK TURN5 LIGHT5 OFF. CONTROL GOMPONENT5 TO BE 5UGH A5 INTERMATIG #ET I(o -GK. PROVIDE WITH A 30 AMP (b-POI E GONTAGTOR COMPLETE WITH PHOTO -GELL. O COIL HEAT TAPE AROUND ROOF DRAIN AND DOWN DRAIN AND OR DOWNSPOUT. EXTEND OUT END OF DOWNSPOUT APPROX. b ". EXACT TAPE LEN6TH TO BE DETERMINED IN FIELD. TAPE TO BE 5UGH AS RAYCHEM #6M -IXT 0 120 VOLT. PROVIDE ALL NEGE55ARY GOMPONENT5 5UGH A5 THE PG -I POWER CONNECTOR, THE FTG -P JUNCTION BOX„ GABLE END 5EAL5, GABLE 5UPPORT GLIPS, ETG. TO MAKE A COMPLETE AND OPERABLE 5Y5TEM. FLASH AND SEAL ALL ROOF PENETRATION5 A5 REQUIRED. O PROVIDE A W.P. GFI OUTLET ON ROOF NEAR THE ROOF DRAINS. 5EE MEGH. DRAWIN6 M13 FOR LOCATIONS. FLASH AND SEAL ROOF PENETRATION, AND MOUNT IN A W.P. GA5T BOX. EXACT LOCATION TO BE FIELD DETERMINED. O PROVIDE TWO I" PVC CONDUIT5 W/ 3 #8 + 2 #10 GA�. 1-40 AMP 14P GKT. AND ONE -30 AMP 120 VOLT GKT. A5 INDICATED. FIELD VERIFY CIRCUIT 51ZE5, CONNECTION POINTS, 516N GONTROL, ETG., WITH MFGR. / 5UPPLIER. O PROVIDE A I" PVC CONDUIT WITH PULL CORD, TO SERVER RM. AT UPPER LEVEL OR A5 DIRECTED BY OWNER., FOR FIBER OPTIC GABLES. ALL CONDUIT BENDS TO 13E SWEEP TYPE BEND5. VERIFY CONDUIT TERMINATION POINTS AT BOTH END5, WITH 516N MF6R. AND OWNER. O UNDER6ROUND ELECTRICAL 5ERVIGE. EXACT ROUTING TO BE FIELD DETERMINED AND COORDINATED WITH POWER GO. 5EE POWER R15ER, SHEET E3.1. ELECT. GONTR. TO GOORDINATE WITH ALL OTHER UNDER6ROUND UTILITIE5 IN THI5 AREA PRIOR TO ANY EXCAVATION WORK. POLE LIGHT - 5EE 5GHEDULE 4" SQUARE ALUMINUM POLE. POLE FIN15H TO BE SELECTED BY ARCH. ELECTR SITE PLA 5GALE: l"=20'-0 +1 O 1 O %Z °I II illl IY II 111111 °11 1111 4 11 IP 1111 ' •. ." :• it ilib 11 II — III I I— TI -1 I I -111 =1 -1 I I -T IP lil I 11 11 11 III -III II 11 ° d 4 A t-4 BOLT5 TO 5UIT 3/4" CONDUIT (PVC) 24" MIN. DEPTH. REFER TO PLAN. POLE BA5E WITH 4#5 RE -BARS A ND #3 TIE5 ® 12" O.G. 3000 P51 MIN. UNDI5TURBED OR GOMPAGTED EARTH BOND LUMINARIE5 METAL AGGE55ORIE5 AND METAL POLE TO BRANGH CIRCUIT EQUIPMENT GRND GONDUGTOR. PROVIDE A SUPPLEMENTARY 518" x 10' COPPER GLAD 6ROUND ROD 6RND6. ELECTRODE AT EA. POLE. o / _ 1O � T 5PRINKLER CONTROLLER — BY OTHER5 FLUSH MOUNT LOGKA13LE 4" SQUARE 5URFAGE i ; RAINTIGHT BOX FOR REMOTE "J" BOX WITH COVER ' I ' CONTROL. U5E SQUARE "D" CONDUIT AND ` ' i 00200TR ENGL05URE ONLY. WIRING BY OTHERS ' MOUNT AT 40". 3/4" CONDUIT 4 "x4 "xl8" 5URFAGE MOUNT J WIRIN6 GUTTER AT 24" HEIGHT 1 TWO EACH 2" CONDUIT AT IV DEPTH OUT 3b" FROM \ BUILDIN6 U5E 5WEEP ELBOW5 4 S CONTROLLER DETAIL NO 5GALE: I" PVG CONDUIT WITH PULL GORD TO MAIN TELEPHONE BOARD IN 5ERVER RM. ROUTE �\ ADJAGENT TO GENERATOR REMOTE ANNUNCIATOR CONTROL CONDUIT. IRRI6. 5Y5TEM CONTROLL (VERIFY EXACT LOCATION LAN05GAPE ARCH. (5EE G THI5 5HT) PANEL - OUT 15L06. ELECTRICAL PLAN 5GALE: I/8 "= I' -0 F I I POLE L 1 6HT MOUNT I Nc5 DETA NO 5GALE SPEC 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 systems, as directed by the governing utilities. UTILITY CONTACTS ELEGTRIGAL UTAH POWER CO. REXBUR6,ID. (20b) 35q -4260 DENNI5 HUFFMAN TELEPHONE QUEST P.O. BOX 50100 1415 NO. BOULEVARD IDAHO FALLS, ID. 83405 (206) 525 -42bl DOUG LE5PERANGE P.E. PROJECT # 0530 PAYNE E gi��r'r�g Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 (z b O ti o 4 O � ro � �o a� Ca j.0d� /// 0 ` 4 N i a•s G • / G r SHEET E1.0 POLE BA5E WITH COVER POLE rtrrML /A. Evart 11UN yr SUMMERS DRIVE TELEPHONE DEMARK P AD MOUNTED TRANSFORMER PE0E5TAL (FIELD VERIFY) (VERIFY WITH POWER GO) , ELECTRICAL S*Y"`M5OL SCHEDULE ® FLUORESCENT FIXTURE NL FIXTURE TO BE UNSWITCHED AND USED AS A NIGHT LIGHT LIGHT 5WIT( H EXIT LIGHT (DIRECTIONAL ARROWS ON DRAWINGS) O CEILING MOUNTED FIXTURE HO WALL MOUNTED FIXTURE ® RECESSED CAN FIXTURE a EMERGENCY WALL PACK LIGHT HORIZONTAL TO MATCH TRAC LIGHT SYSTEM F1 Ix4 SINGLE POLE SWITCH 3 3 -WAY SWITCH $ 4 -WAY SWITCH $F EXHAUST FAN TIMER SWITCH (0 - 30 MIN) r � pr-4 WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W /LOAD SERVED) $T THERMAL OVERLOAD SWITCH W /PILOT LIGHT S DUPLEX RECEPT. WITH SURGE SUPPRESSION SUCH AS HUBBELL HBL5360SA PROVIDE W /RED COVER PLATE o ROUGH -IN ONLY FOR A SOUND SYSTEM VOLUME CONTROL SWITCH. SINGLE GANG BOX W/3/4" CONDUIT TO ACCESSIBLE CLG SPACE (SYSTEM BY OWNER) O OCCUPANCY SENSOR POWER PACK & RELAY SENSOR TO BE SUCH AS WATT STOPPER #W -1000A OR UNENCO #C8001500 �E PHOTOELECTRIC CELL /SWITCH Q TIME CLOCK SWITCH 26GRA- 232AI25- 12OV -ER81 DUPLEX RECEPTACLE (WP= WTHRPRF, GFI =GRND FLT) (S =SURGE SUPPRESSION IG = ISOLATED GROUND) F3 DOUBLE DUPLEX OUTLET (4 -PLEX) DISCONNECT SWITCH (F =FUSED DISCONNECT) 2- F32Tb /5PX35 COMBINATION STARTER AND DISCONNECT SWITCH ® MAIN PANELBOARD BRANCH PANELBOARD ® TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO) BRANCH CIRCUIT - CONCEALED - - - - -- BRANCH CIRCUIT - IN FLOOR OR UNDERGROUND BRANCH CIRCUIT - HOME -RUN TO PANEL 1 DRAWING NOTE (ON THE SHEET WHERE SHOWN) MECHANICAL EQUIPMENT OR DETAIL SYMBOL UJ JUNCTION BOX �T THERMOSTAT W/ 3/4 "CONDUIT W /PULL CORD TO MECH. UNIT* SO HVAC SYSTEM SENSOR - SEE MECHANICAL * — CROSS LINES SHOW # OF COND IF MORE THAN 2 GREEN GROUND CONDUCTOR AND ISOLATED GROUND CONDUCTOR NOT SHOWN. OF FAN MOTOR CONNECTION POINT M� MOTOR CONNECTION POINT ► VOICE & OR DATA OUTLET 3- F32T&/5PX35 T.V. OUTLET 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 * SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND ROUGH -IN BOX MUD RING ORIENTATION. ENTRANCE THERM05TAT OR CONDUIT(5) MECHANICAL 514ITGH 4 SQUARE LIGHT 5WIT( H BOX v v a 2 -LAMP 5URFAGE T.V. OUTLET RAISED RING O TO 50IT WALL HORIZONTAL TO MATCH CIE NO COLORED END -GAP5 TO BE U5ED ON ANY LINEAR FLUORESCENT LAMPS. FIXTURE NOTE5: O I REFER TO DRAWINGS AND OR DRAWING KEY NOTES FOR FIXTURE5 DE516NATED TO BE DUAL SWITCHED. PROVIDE PROPER BALLAbTIN& FOR DUAL 5WITGH FIXTURE CONTROL. 2 5TANDARD GOLOR / FIN15H TO BE 5EI -ECTED BY ARCH. O 3 5PEGIFIED FIN15H 15 ANTIQUE BRA55, HOWEVER, FINAL FINISH 5ELEGTION TO BE 5ELECTED BY ARCHITECT. RECEPTACLE - 15 OR 20 AMP RATED - 5EE 5PEGIFICATION5. NORMAL POWER COLOR - (5EE 5PEG5) EMER6ENGY POWER COLOR - (RED) COVER PLATES - 5TYLE 4 COLOR TO BE A5 PER 5PEGIFIGATION5. CIRCUIT NUMBER TO BE WRITTEN ON BACK OF COVER W/FELT -TIP MARKER WHEN OUTLET 15 CONNECTED TO 0 , AN EMER6ENGY CIRCUIT, OUTLET 8 COVER PLATE TO BE RED. NOTE: IF ELECTRICAL OUTLET COVER PLATES ARE METAL, OUTLETS SHALL BE INSTALLED WITH THE GROUND RECEIVER IN THE UP POSITION, A5 PER CODE. IRECEPTACLE MOUNTING DETAIL NO 5GALE O THERM05TAT OR DESCRIPTION MECHANICAL 514ITGH $ LIGHT 5WIT( H =E) CONVENIENCE OUTLET v TELEPHONE / DATA OUTLET 2 -LAMP 5URFAGE T.V. OUTLET NOTES: A. ALL MOUNTING HEIGHTS TYPICAL UNLE55 NOTED OTHERWI5E. B. COORDINATE OUTLET HEIC-4T5 WITH ARCHITEGT5 MILLWORK DW65. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND GABINET5, BACK 5PLA5HE5, OR INTERFERE WITH WAIN5GOTIN6, ETC. D. ALL 5WITGHE5 AND THERMO5TAT5 TO BE MOUNTED A5 CL05E TO DOOR JAMB5 A5 PO551BLE. GOORDINATE ALL DEVIGE5 WITH ARCHITECTURAL PLAN5 AND DETAIL5. * COORDINATE LIGHT 5WITGH 4 OUTLET HEI6HT5 WITH ARCHITECTURAL WAIN5- GOTIN6 AND OR TILE WORK 50 A5 NOT TO FALL MIDWAY IN THE5E FIN15HE5. 5 ' - 011 I* 4 ' - 0 " VERIFY WITH MECH. MUD RING ORIENTATION. GENERAL NOTES: Gv.L I El EGTRIGAL CONTRACTOR SHALL COORDINATE ALL LAMP TYPES WITH FIXTURE TYPE 10 LOCATE 5WITGHE5, OUTLET5. ETC., SHOWN AT ROOM ENTRY DOORWAY5, A5 CL05E BEFORE ORDERING. TO DOOR FRAME , P0551BLE, 50 A5 NOT TO INTERFERE WITH ROOM GABINET5, ETC. 2 ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL PRAWINC75 FOR EXACT 11 SUPPORT ALL LIGHT FIXTURE5 INDEPENDENT OF GEILIN6. LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL GONNEGTIONS. 3 ELECTRICAL CONTRACTOR 5HALL PROVIDE MINIMUM WORKING CLEARANCE A5 PER NEG 12 E.G. 5HALL OBTAIN ALL APPLICABLE PERMITS FOR THI5 WORK AND PAY A55OGIATED FEE BEFORE IN5TALLING ANY ELECTRIC PANELS OR GABINET5. 4 IN5TALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL 13 MAINTAIN 24" MIN. GL EARANGE FROM ALL GOMMUNIGATION5 GABLE5 AND ELECTRONIC BALLA5T5. 14 5 REFER TO ARCHITECTURAL REFLECTED GEILIN6 PLAN FOR EXACT FIXTURE LOGATION5, GEILIN6 TYPE5, ETC. b ALL FLUORESGENT FIXTURES SHALL BE SUPPLIED WITH T8 (35K) LAMP5 AND 15 El EGTRONIG 5ALLA5T5 WITH - 20% THE). UNLE55 INDICATED OTHERWI5E. 1 El EGTRIGAL CONTRACTOR 514ALL PROVIDE ALL CONCRETE PADS A5 REQUIRED ON ALL El EGTRIGAL EQUIPMENT. 16 8 CONFIRM EXACT LOGATION5 OF ALL TELEPHONE / DATA OUTLETS WITH OWNER PRIOR TO ROUGH -IN. q ELECTRICAL CONTRACTOR SHALL MOUNT 5WITGHE5 AT 48" AND MOUNT CONVENIENCE IT OUTLET5 AT 18" OR A5 5HOWN ON PLAN5 TO MEET HANDICAPPED REQUIREMENTS. • a • oSC) CN I q o b o� CN Ora b � � a> 0 44 4, y A U RECESSECP L I C7HT FIXTURE MOUNT I NC"S PETA I L NO 5GALE TYPIGAL GONDUIT5 OUT TO VOICE/ DATA OUTLETS. 5EE PLAN FOR 51ZE, ETC. (TYPICAL TOP d OR BOTTOM OF BOARD) _.� TYPICAL FOR ALL DEVIGE5 MOUNTED ABOVE COUNTER (le G.O.'s, DATA, PHONE etc) 6' BACK 5PLA514 TYPE DESCRIPTION O � r r j $ ® MILLWORK NOTES XX II 2 -LAMP 5URFAGE CABINET MOUNT VERTICAL OR LITHONIA HORIZONTAL TO MATCH a F1 Ix4 EX15TINO DEVIGE5 (TYP) 3' -6 120 (OR AS NOTED) =E) _.� TYPICAL FOR ALL DEVIGE5 MOUNTED ABOVE COUNTER (le G.O.'s, DATA, PHONE etc) 6' BACK 5PLA514 ANCHOR 5EGURELY TO WALL W/ GONST. ADHE5IVE. 4'x8'x3/4" PLYWOOD PRIME 8 PAINT W/TWO GOAT5 GRAY ENAMEL OUTLET PLL65TRIP 5UGH A5 HUBBELL POLYTRAK WITH 8 OUTLETS UN15TRUT ANCHOR FIN15H FLO')R E.G. SHALL V151T THE 51TE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXI5TIN6 GONDITION5, A5 THEY RELATE TO THE 5GOPE OF WORK DE5GRIBED. MAKE NEGE56ARY PROV1510N5 IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE GONDITION5. ALL BATTERY EXIT AND EMERGENGY LIGHTING TO BE CONNECT TO THE UN5WITGHED LEG OF THE LI6HTIN6 GIRGUIT IN THE AREA A5 PER CODE. UNLE55 5PEGIFIGALLY INDICATED OTHERWI5E, THE ELECTRICAL GONTR. TO COORDINATE WITH ANY 5PEGIAL 5Y5TEM5 5UPPLIER / GONTR., EX. DENTAL, MEDICAL, KITCHEN, EQUIPMENT M. THE EXACT ROUGH -IN REQUIREMENT5 FOR THERE EQUIPMENT. AL50 UNLE55 INDICATED OTHERWI5E, THE ELECTRICAL GONTR. TO BE RE5PON51BLE FOR FINAL GONNEGTION5 TO ALL 5PEGIAL EQUIPMENT. ALL CONDUIT / RACEWAY / GABLE5, TO BE CONGEALED IN WALL5 OR ABOVE GEILIN65. IF ANY 5URFAGE WORK 15 NEGE55ARY, IT 5HALL BE APPROVED BY THE ARCHITECT / ENGINEER PRIOR TO. UN15TRUT ANCHOR INSTALL INSULATED BU5HIN65 ON ALL CONDUIT END5. (TYP) - TELEPHONE / DATA _ EQUIP. (TYP) -NYLON PULL GORE) 2' -0 uuuu �� INGOMIN6 UTILITY 5ERVIGE CONDUIT L WITH INSULATED BUSHING AT CONDUIT END. 5EE PLAN FOR EXACT 51ZE, QUANTITY, ETC. TO POWER PANEL 5EE PLAN it it tt tt _ 3/4" G., I #b B.G. GRND. CONNECT TO BL06. 6ROUND 5Y5TEM t7r=TA I L. - TELEPHONE / PATA TERMINAL BOARD 5GALE: NONE cc O y� a o A w r iwl FF TYPE DESCRIPTION O � r � � o CATALOG # NOTES Z 2 -LAMP 5URFAGE CABINET 0 LITHONIA � a F1 Ix4 v 5URFAGE 120 ANCHOR 5EGURELY TO WALL W/ GONST. ADHE5IVE. 4'x8'x3/4" PLYWOOD PRIME 8 PAINT W/TWO GOAT5 GRAY ENAMEL OUTLET PLL65TRIP 5UGH A5 HUBBELL POLYTRAK WITH 8 OUTLETS UN15TRUT ANCHOR FIN15H FLO')R E.G. SHALL V151T THE 51TE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXI5TIN6 GONDITION5, A5 THEY RELATE TO THE 5GOPE OF WORK DE5GRIBED. MAKE NEGE56ARY PROV1510N5 IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE GONDITION5. ALL BATTERY EXIT AND EMERGENGY LIGHTING TO BE CONNECT TO THE UN5WITGHED LEG OF THE LI6HTIN6 GIRGUIT IN THE AREA A5 PER CODE. UNLE55 5PEGIFIGALLY INDICATED OTHERWI5E, THE ELECTRICAL GONTR. TO COORDINATE WITH ANY 5PEGIAL 5Y5TEM5 5UPPLIER / GONTR., EX. DENTAL, MEDICAL, KITCHEN, EQUIPMENT M. THE EXACT ROUGH -IN REQUIREMENT5 FOR THERE EQUIPMENT. AL50 UNLE55 INDICATED OTHERWI5E, THE ELECTRICAL GONTR. TO BE RE5PON51BLE FOR FINAL GONNEGTION5 TO ALL 5PEGIAL EQUIPMENT. ALL CONDUIT / RACEWAY / GABLE5, TO BE CONGEALED IN WALL5 OR ABOVE GEILIN65. IF ANY 5URFAGE WORK 15 NEGE55ARY, IT 5HALL BE APPROVED BY THE ARCHITECT / ENGINEER PRIOR TO. UN15TRUT ANCHOR INSTALL INSULATED BU5HIN65 ON ALL CONDUIT END5. (TYP) - TELEPHONE / DATA _ EQUIP. (TYP) -NYLON PULL GORE) 2' -0 uuuu �� INGOMIN6 UTILITY 5ERVIGE CONDUIT L WITH INSULATED BUSHING AT CONDUIT END. 5EE PLAN FOR EXACT 51ZE, QUANTITY, ETC. TO POWER PANEL 5EE PLAN it it tt tt _ 3/4" G., I #b B.G. GRND. CONNECT TO BL06. 6ROUND 5Y5TEM t7r=TA I L. - TELEPHONE / PATA TERMINAL BOARD 5GALE: NONE cc O y� a o A w r iwl FF an ti W 0 (OR A5 NOTED) FINISHED FLOOR 5 6ENER& GOORDINATION NOTE: E.G. SHALL COORDINATE ALL DEVICE MOUNTING HGT5. AND EXACT LOCATION WITH ARCHITECTURAL INTERIOR ELEVATION5 REPORT GONFLIGT5 TO ARCHITECT "PRIOR TO ROUGH -IN"" TYPIC NO SCALE ICE MOUNTIN67HE I 6HTS DIAGRAM P.E. PROJECT # 0530 �AIH E gi a ring Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 E1.1 A U W A U U a W 1 t~ W L I 67HT FIXTURE SCHEDULE TYPE DESCRIPTION O � F� Q � MFGR. CATALOG # NOTES H 2 -LAMP 5URFAGE Q LITHONIA LB 232 120 GEB F1 Ix4 WRAP LENS 5URFAGE 120 r� METALUX w r � pr-4 2 -LAMP LAY -IN GRID an ti W 0 (OR A5 NOTED) FINISHED FLOOR 5 6ENER& GOORDINATION NOTE: E.G. SHALL COORDINATE ALL DEVICE MOUNTING HGT5. AND EXACT LOCATION WITH ARCHITECTURAL INTERIOR ELEVATION5 REPORT GONFLIGT5 TO ARCHITECT "PRIOR TO ROUGH -IN"" TYPIC NO SCALE ICE MOUNTIN67HE I 6HTS DIAGRAM P.E. PROJECT # 0530 �AIH E gi a ring Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 E1.1 A U W A U U a W 1 t~ W L I 67HT FIXTURE SCHEDULE TYPE DESCRIPTION MOUNT VOLT LAMPS MFGR. CATALOG # NOTES 2 -LAMP 5URFAGE LITHONIA LB 232 120 GEB F1 Ix4 WRAP LENS 5URFAGE 120 2- F32T5/5PX35 METALUX W5- 232A- 120 -ERbI 2 -LAMP LAY -IN GRID LITHONIA 25P5 6232 RN Al2125 120 GEB F2 2x4 L TROFFER - PR15MATIG LENS RECESSED 120 2- F32T8/SPX35 METALUX 26GRA- 232AI25- 12OV -ER81 F3 2x4 REGE55ED INDIRECT 2 -LAMP WITH CENTER PURFED 120 2- F32Tb /5PX35 LITHONIA 2AV6- 232 - M9R -6E5 REGE55ED METALUX 2 RDI 232 RP 120 EB&I BASKET 2x4 REGE55FD INDIRECT LITHONIA 2AV6- 332 - M0R -GEB F4 3 -LAMP WITH CENTER PURF:ED REGE55ED 120 3- F32T&/5PX35 METALUX 2 RDI 332 RP 120 E881 O BASKET 2x4 3 -LAMP LAY -IN GRID LITHONIA 25P& 6332 RW Al2125 120 6EB F 5 TROFFER - PR15MATIG LENS RECESSED 120 3- F32T8/5PX35 METALUX 26GRA- 332AI25- 120 -ERBI LINEAR FLUOR. DIRECT /INDIRECT PENDANT 18: 3- F32T6/5PX35 DAYBRITE PZ -P - 2G -332 -* 120- ab -5G-6 5EE PLAN FOR F6 GABLE 5115P. (3 -LAMP IN GRO55 5EG) (DUAL 5WITGH GONTROL) MIN FROM GL6 120 (IN GRO55 SECTION) I O - LEN F7 2x2 REGE55ED INDIRECT MAIN LOBBY RECESSED 120 3 FI1T8 /5Px35 LITHONIA AV26 -311 MDR - 120 -6EB O 5URFAGE OR LITHONIA G252 120 6E5 F8 4'2-LAMP OPEN STRIP LIGHT COVE 120 2- F32T&/5PX35 METALUX 55- 232 - 120 -ER&I REGE55ED INGAND. GAN LITHONIA Ab AR HR LD 311 - 120 -GEB F9 ON DIMMER 5W. REGE55ED 120 I -IOOA LUMARK INTERIOR DECORATIVE WALL ® 1' -b 1 -26 OTT LITHONIA AV5P 12bDTT MDR 120 ALB F10 WALL 5GoNG UNL E55 NOTED 120 2 -113 3 OTT 5H APER Mbb2- GF2/13- I20- 5G- PMR/MW RECE55 SOFFIT GAN LT. RECE55ED 120 I- MXRIDON/MED /O LITHONIA AH -IOOM 1WRLD -120 F11 EXTERIOR MH HID (NO LENS) ( OPEN RATED LAMP) PORTFOLIO M01- 140 -T151 LI F12 DECORATIVE EXTERIOR WALL WALL ® 120 i -100 WATT M.H. SHAPER b -WP -R5 MH /i /100 -120 - 2 O MOUNT. FRONT ENTRY _ - - NON - BATTERY TYPE LED EXIT LT. WALL ® 1' -b LITHONIA LB WIG 1201277 F13 (51N-LE FAGS) OR GL6. 120 INCLUDED 5URELITE5 GX -bI -GW NON- BATTERY TYPE LEE) EXIT LT. WALL 0 T -b LITHONIA LE5 K26 12012-1 F14 (DOUBLE FACE) OR GL6. 120 INCLUDED 5URELITE GX -62 -6W F15 PENDANT DEGORATIVE PENDANT ® 120 4- FT4OW/2611 5PI RIP 1132-4F401?M/2F40-120- ABR-OAH 118 O BOWL IN LOBBY _ 2- FT40W/2611 SPECIAL TELLER LINE 1 -32 WATT GOMP. LITHONIA PDXF 1 -32TRT SAR GLRA -120 F1 G V REGE55 GAN LT5 REGE55ED 120 FLUOR. _ F17 PARKIN6 AREA 5EE DETAIL 08 1 -115 WATT M.H. LITHONIA A51 115M 5R3 -208 5PA -LPI (5EE DETAIL, 5HT. EI.O FOR O HT POLE LIGHT SHT. ELL (INCLUDED) - POLE INFORMATION F18 DRIVE -UP TELLER CANOPY 120 LEI? INGL. ALKGO LD718 OPEN / CL05E SIGNS FA5GIA WITH FIXTURE WALL AS F19 EXTERIOR BUILDING WALL MOUNT, UP / ON ILIUM. DIRECTED BY 120 1 -100 WATT M.N. LITHONIA W5R IOOM MDU5 MVOLT O2 ARCHITECT F20 INTERIOR LOBBY WALL WALL ® 120 2- GFTR32W/6X24q 5PI RIW- 1130 -2F32- 120 -ABR O 5GONGE TO MATCH F15 _ F21 MAIN LOBBY AREA RECE55ED CANS RECE55ED 120 2 -18 DTT LITHONIA AF2150TT AR 1-0-120 INTERIOR REGE55 CAN (GOMP. LITHONIA AF 12607 bAR LD 120 FLUOR) K/ O W REFLECTOR REGE55ED 120 I- F2bDBXT4 /5PX35 F 22 (HORIZ. LAM) PORTFOLIO G1132 E71515TRM7 -P SMALL OUTSIDE WALL MT. LITHONIA TWAG 50M 120 PE F23 AT OUT BLDG. WITH WALL ® 120 - O2 INTEGRAL PHOTO GELL - - SHEEP GRND. BAR (50. "D" #PK216TA) -1 t --I- Al 1-11 Y1 A IT/1Y'f T ON N I ()-- IM )-- I ( O T UP TO FIXTURE ABOVE 5GALE: 1 /8" = 1' -0 �� MEN Mal P�� W . /'llltC KAV - rlG /)r-= 3/4" G., 2 #10 + GRND O E -13 3/4" G., 2 #10 — + 6RNO (TYP) PANEL- PA - "P" 3/4" G., 2 #10' + 6RND (TYP) - F12 - OUT TO Flb FIXTURE5- - ` � l vV J 11131 ON DRIVE -THRU CANOPY LONER LEVEL. FLAN — L16HTINS MAIN LEVEL PLAN — L 16HTIN 1823 E. Center Pocatello, Idaho 83201 5GALE: 1/8" = 1' -0" 5GALE: 10' = I' -0" tel (208) 232 -4439 fax (208) 232 -1435 J / - t V., 2 #10 + am O P.E. PROJECT # 0530 PAy'NE ' E2.1 �nrrineer�n�r /r�� / I _ I I i I I TO GONTROL 5HITGHE5. (SEE PLAN, THIS 5HT) ~FII 3/4" G., 2 #10 + GRND Fib (TYP) TO Fig FIXTURE ON 3a EA5T 51DE OF BLDG. 3/4" G., 2 #10 L - - I I f I I I � I I I Fla II I � I I 0 0 0 I I I i I i I I I I I I I Fie 3/4" G., 2 #10 (TYP) f i + C-RND. (TYP) I I I I _ ``� - -- 0 I I I I I I FI `' I i I I I I I I FLG R G. D D.2 D.4 D 55 E E.1 6E.3 E.4 6E.5 2 17 u PRIVE THRU- CoANOPY 5GALE: 118 = P -0" K Y' NOTES (D LIGHTING TO BE GONTROLLED A5 FOLLOH5, IN NOTED AREAS, TO COMPLY WITH THE IEGG ENERGY CODE. 2 -LAMP FIXTURE5 - CONTROL ONE FIXTURE HONE 5HITGH AND THE OTHER FIXTURE HITH THE OTHER 5HITGH. 3 -LAMP FIXTURE5 - CONTROL CENTER LAMP HONE 5HITGH AND THE THO OUTBOARD LAMPS HITH THE OTHER 5HITGH. 4 -LAMP FIXTURE5 - CONTROL THO LAMP5 H/ONE 5HITGH, AND THE OTHER 2 -LAMP5 WITH THE OTHER 5HITGH. O THREE P051TION T0661 LE 5HITGH (TYP OF 4) LABEL EACH 5HITGH WITH A PERMANENT MIGARTA LABEL THAT INDIGATE5 HHIGH LANE Fla FIXTURE IT GONTROL5. O GIRGUIT VIA TIME CLOCK / PHOTO - CEII CONTROL. LOCATE PHOTO - ELL OUT5IDE ON BUILDING 50 A5 NOT TO BE AFFECTED BY ARTIFIGIAL LIGHT. LOGATE TIME CLOCK ADJAGENT TO PANEL HHERE GIRGUITED. CONNECT 50 THAT PHOTO -GELL TURN5 L16HT5 ON AND TIME CLOCK TURNS LI6HT5 OFF. CONTROL GOMPONENT5 TO BE 5UGH A5 INTERMATIG #ET116 -CK. PROVIDE WITH A 30 AMP 6 -POLE GONTAGTOR COMPLETE HITH PHOTO -DELL. 04 LOCATE LIGHT FIXTURE5 IN MECHANICAL RM5. AFTER ALL MEGH. EQUIP. 15 IN PLACE. A0,16T A5 NEGE55ARY TO MI55 DUGT5, PIPING, ETC. PROVIDE WITH CHAIN KIT5 A5 NEGE55ARY. 0 a� ,'J L-p) q t o � b cl 0 c� C4, Q, Ci 4 4� ar h ^� mm � 1 i F M , TOR IIgA Mal P�� W . /'llltC KAV - rlG /)r-= 3/4" G., 2 #10 + GRND O E -13 3/4" G., 2 #10 — + 6RNO (TYP) PANEL- PA - "P" 3/4" G., 2 #10' + 6RND (TYP) - F12 - OUT TO Flb FIXTURE5- - ` � l vV J 11131 ON DRIVE -THRU CANOPY LONER LEVEL. FLAN — L16HTINS MAIN LEVEL PLAN — L 16HTIN 1823 E. Center Pocatello, Idaho 83201 5GALE: 1/8" = 1' -0" 5GALE: 10' = I' -0" tel (208) 232 -4439 fax (208) 232 -1435 J / - t V., 2 #10 + am O P.E. PROJECT # 0530 PAy'NE ' E2.1 �nrrineer�n�r /r�� / I _ I I i I I TO GONTROL 5HITGHE5. (SEE PLAN, THIS 5HT) ~FII 3/4" G., 2 #10 + GRND Fib (TYP) TO Fig FIXTURE ON 3a EA5T 51DE OF BLDG. 3/4" G., 2 #10 L - - I I f I I I � I I I Fla II I � I I 0 0 0 I I I i I i I I I I I I I Fie 3/4" G., 2 #10 (TYP) f i + C-RND. (TYP) I I I I _ ``� - -- 0 I I I I I I FI `' I i I I I I I I FLG R G. D D.2 D.4 D 55 E E.1 6E.3 E.4 6E.5 2 17 u PRIVE THRU- CoANOPY 5GALE: 118 = P -0" K Y' NOTES (D LIGHTING TO BE GONTROLLED A5 FOLLOH5, IN NOTED AREAS, TO COMPLY WITH THE IEGG ENERGY CODE. 2 -LAMP FIXTURE5 - CONTROL ONE FIXTURE HONE 5HITGH AND THE OTHER FIXTURE HITH THE OTHER 5HITGH. 3 -LAMP FIXTURE5 - CONTROL CENTER LAMP HONE 5HITGH AND THE THO OUTBOARD LAMPS HITH THE OTHER 5HITGH. 4 -LAMP FIXTURE5 - CONTROL THO LAMP5 H/ONE 5HITGH, AND THE OTHER 2 -LAMP5 WITH THE OTHER 5HITGH. O THREE P051TION T0661 LE 5HITGH (TYP OF 4) LABEL EACH 5HITGH WITH A PERMANENT MIGARTA LABEL THAT INDIGATE5 HHIGH LANE Fla FIXTURE IT GONTROL5. O GIRGUIT VIA TIME CLOCK / PHOTO - CEII CONTROL. LOCATE PHOTO - ELL OUT5IDE ON BUILDING 50 A5 NOT TO BE AFFECTED BY ARTIFIGIAL LIGHT. LOGATE TIME CLOCK ADJAGENT TO PANEL HHERE GIRGUITED. CONNECT 50 THAT PHOTO -GELL TURN5 L16HT5 ON AND TIME CLOCK TURNS LI6HT5 OFF. CONTROL GOMPONENT5 TO BE 5UGH A5 INTERMATIG #ET116 -CK. PROVIDE WITH A 30 AMP 6 -POLE GONTAGTOR COMPLETE HITH PHOTO -DELL. 04 LOCATE LIGHT FIXTURE5 IN MECHANICAL RM5. AFTER ALL MEGH. EQUIP. 15 IN PLACE. A0,16T A5 NEGE55ARY TO MI55 DUGT5, PIPING, ETC. PROVIDE WITH CHAIN KIT5 A5 NEGE55ARY. 0 a� ,'J L-p) q t o � b cl 0 c� C4, Q, Ci 4 4� ar h ^� mm � 1 IGyMN iS , TOR IIgA 57 (Y i Q 3/4" G., 2 #10 + GRND / �•~ F ; O W W LOGKER/ GOAT 01 r~ h r o W a IGyMN iS nk % 1w m1 wr* on SYR I I o I I I I I I ' BOARD ROOM I GLA55RM. ' r 230 I 228 ' I 2 O F F B 1 I 4 � q I OPEN TO BELOW ,�;�� 1 �61p) I TO F -10 IL T - –!— - - — 24 HR. TIME CLOCK PANEL - "F" 4 3/4" G., 3 #10 LABEL "RE9TRM EXH. FAN" + GRNO GIRG AREA ( 10 22q q EWG I O r (TYP) u_ j o F -IS ,22 11r! - 7 ?- 1. .1 N r �> IM o m F PANEL - "CU" G ,'L VERIFY EXACT LOG) —� J C' WP -7 GF1 3/4" G., 3#10 + GRND GU 3/4" G., 3 #10 b + GRND �� GU � Y-13 GJ, 10 GU 3/4" G., 3 #10 GU + GRND b + CRND e ' SEE MEGH. DRAWING M2.3 FOR EXACT LAYOUT. AL50 5EE DETAIL ( I ON 5HT. E3.1 (TYP) I I ' -- D ° RI YE THRU GANOFPY ROO 5GALE: 1/8" = 1' -0" BREAK RM. 114 PANEL-"GUI' — ' 3R) VERIFY EXACT LOG) q 5EE MEGH. DRAWING M2.2 FOR-` EXACT LAYOUT. AL50 5EE DETAIL ON 5HT. E3.1 (TYP) ■ A (op) B B.5 C D D.6 MOUNT ON WALL ABOVE G NTER ® APPROX. qb ". VERIFY W// WNER q WP GFI 3/4" G., 3 #10 + 6RND GON5UMER LOAN 104 AN - POlNER 5GALE: 118" = I' - 0" MAIN LE 5GALE: I /8" = 1' -0" U P.E. PROJECT # 0530 NIGHT DEP051T ��AypJE 5EE 5HT. E2.2 Enginee ing lnc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 0 a� O � ctz qr � 1 ro O � b Rz 'ti a� Dow r om 0 a 1� UZ i~ W E2.2 iGl i� O LIGHTING TO BE CONTROLLED A5 FOLLOW5, IN NOTED AREAS, DATA COMPARTMENT BACK TO TEL. / DATA BOARD IN SERVER RM. WHEN TO COMPLY WITH THE IEGG ENERGY CODE. 0 2 -LAMP FIXTURES - CONTROL ONE FIXTURE W/ONE SWITCH AND THE OTHER FIXTURE WITH THE OTHER 5WITGH. HOME RUN. 3 -LAMP FIXTURES - CONTROL CENTER LAMP W/ONE 5WITGH AND THE TWO �5 OUTBOARD LAMP5 WITH THE OTHER 5WITGH. I� 4 -LAMP FIXTURES - CONTROL TWO LAMP5 W/ONE 5WITGH, AND THE OTHER AGGE55 DOOR EQUIPMENT. PROVIDE AN EMERGENCY CIRCUIT FROM PANEL on O FLU51-1 IN FLOOR POWER AND VOIGE/DATA FLOOR BOX. BOX TO BE 5" A5 HUBBELL GOVER $ CARPET FLANGE NO: 35rW (GOLOR BY ARCH) ' I BOX NO.35FBG (FULLY ADJUSTABLE) O b 5ERVIGE PLATE NO'S: 35FBW (CONVENIENCE OUTLET) H � V VERIFY EXACT PLAGEMENT WITH OWNER, PRIOR TO ANY ROUGH -IN. • THESE FLOOR BOXES REQUIRE A FLOOR GOVERIN6 IN5ERT, THE ELECT. GONTR. TO INCLUDE IN HI5 BID THE CO5T TO PROVIDE FLOOR COVERING IN5ERT5 FOR ALL ' FLOOR BOXE5. INSERT MATERIAL TO MATCH OR COMPLIMENT THE 5URROUNDING FLOOR FIN15H. i O PROVIDE A 3/4" CONDUIT WITH PULL CORD FROM EAGH TELEPHONE / DATA OUTLET, UP TO GABLE TRAY IN GEILING 5PAGE ABOVE. 5EE 5HEET E33, y FOR GABLE TRAY LAYOUT. ELECT. GONTR. TO COORDINATE WITH OWNER BOARD IN 5ERVER RM. THE EXACT PLACEMENT OF ALL PHONE / DATA OUTLET5 PRIOR TO ANY ROUGH -IN. I—i PROVIDE A 3/4" CONDUIT WITH PULL CORD FROM EACH FLOOR BOX TEU W W U 0 a PROVIDE A 3/4" CONDUIT FROM EACH T.V. OUTLET OR FLOOR BOX, UP TO –3/4 C., 3 #I NEARE5T GABLE TRAY IN GEILING 5PAGE ABOVE. 5EE 5HT. E3.3 FOR 1� UZ i~ W E2.2 iGl i� O LIGHTING TO BE CONTROLLED A5 FOLLOW5, IN NOTED AREAS, DATA COMPARTMENT BACK TO TEL. / DATA BOARD IN SERVER RM. WHEN TO COMPLY WITH THE IEGG ENERGY CODE. 2 -LAMP FIXTURES - CONTROL ONE FIXTURE W/ONE SWITCH AND THE OTHER FIXTURE WITH THE OTHER 5WITGH. HOME RUN. 3 -LAMP FIXTURES - CONTROL CENTER LAMP W/ONE 5WITGH AND THE TWO �5 OUTBOARD LAMP5 WITH THE OTHER 5WITGH. ' 4 -LAMP FIXTURES - CONTROL TWO LAMP5 W/ONE 5WITGH, AND THE OTHER AGGE55 DOOR EQUIPMENT. PROVIDE AN EMERGENCY CIRCUIT FROM PANEL 2 -LAM11: WITH THE OTHER 5WITGH. O FLU51-1 IN FLOOR POWER AND VOIGE/DATA FLOOR BOX. BOX TO BE 5" A5 HUBBELL GOVER $ CARPET FLANGE NO: 35rW (GOLOR BY ARCH) ' I BOX NO.35FBG (FULLY ADJUSTABLE) O b 5ERVIGE PLATE NO'S: 35FBW (CONVENIENCE OUTLET) 35FBTP (VOIGE / DATA) MILLWORK, TO BE FIELD DETERAINED. COORDINATE WITH ARCHITECTURAL VERIFY EXACT PLAGEMENT WITH OWNER, PRIOR TO ANY ROUGH -IN. THESE FLOOR BOXES REQUIRE A FLOOR GOVERIN6 IN5ERT, THE ELECT. GONTR. TO INCLUDE IN HI5 BID THE CO5T TO PROVIDE FLOOR COVERING IN5ERT5 FOR ALL ' FLOOR BOXE5. INSERT MATERIAL TO MATCH OR COMPLIMENT THE 5URROUNDING FLOOR FIN15H. i O PROVIDE A 3/4" CONDUIT WITH PULL CORD FROM EAGH TELEPHONE / DATA OUTLET, UP TO GABLE TRAY IN GEILING 5PAGE ABOVE. 5EE 5HEET E33, y FOR GABLE TRAY LAYOUT. ELECT. GONTR. TO COORDINATE WITH OWNER BOARD IN 5ERVER RM. THE EXACT PLACEMENT OF ALL PHONE / DATA OUTLET5 PRIOR TO ANY ROUGH -IN. �4 PROVIDE A 3/4" CONDUIT WITH PULL CORD FROM EACH FLOOR BOX TEU .0 GU L3/4" G., 3 410 4 2 + GRND MAIN 5WITGHED METERING GEAR (5EE POWER R15ER 8 51TE PLAN) (: E E.1 I I DATA COMPARTMENT BACK TO TEL. / DATA BOARD IN SERVER RM. WHEN PL TWO FLOOR BOXE5 ARE LOOPED TOGETHER, PROVIDE A 1" CONDUIT HOME RUN. �5 (0) REPRE5ENT5 POWER / CONTROL CONNECTION FOR CONTROLLED AGGE55 DOOR EQUIPMENT. PROVIDE AN EMERGENCY CIRCUIT FROM PANEL " E", CIRCUIT E -2, LOOPED FROM DOOR TO DOOR. EXACT ROUGH -IN REQUIREMENTS, ETC. WITH OWNER. O b EXACT PLACEMENT, MOUNTING HEI6HT5, ETC. OF OUTLET5 IN TELLER LINE MILLWORK, TO BE FIELD DETERAINED. COORDINATE WITH ARCHITECTURAL MILLWORK DETAIL5 AND OWNER PRIOR TO ANY ROUGH -IN. O AT TELLER LINE, CONNECT THE PHONE / DATA OUTLET5 TOGETHER A5 5HOWN, WITH A 3/4" CONDUIT WITH A I" CONDUIT HOME RUN BACK TO TEL / DATA BOARD IN 5ERVER RM. O TO TWO ADDITIONAL GONVL=NIENGE OUTLET5 FOR MU51C 5Y5TEM HEAD -END EQUIP. VERIFY WITH OWNER THE EXACT PLACEMENT, MOUNTING HEIGHT, ETC. PROVIDE A 3/4" CONDUIT FROM EACH T.V. OUTLET OR FLOOR BOX, UP TO –3/4 C., 3 #I NEARE5T GABLE TRAY IN GEILING 5PAGE ABOVE. 5EE 5HT. E3.3 FOR + GR1dD GABLE TRAY LAYOUT. PROVIDE GONDUIT5 WITH PULL GOR95. 10 CONTROLLED AGGE55 DOOR 5Y5TEM KEY PAD. COORDINATE WITH OWNER THE EXACT LOCATION, AND ROUGH -IN REQUIREMENTS. I) EMER6. GENERATOR REMOTE ANNUNCIATOR PANEL. VERIFY EXACT LOCATION WITH OWNER. 5EE POWER R15ER, 514EET E3.1 FOR INFORMATION ON CONNECTION BETWEEN THiS PANEL AND GENERATOR. .0 GU L3/4" G., 3 410 4 2 + GRND MAIN 5WITGHED METERING GEAR (5EE POWER R15ER 8 51TE PLAN) (: E E.1 I I INGOMING POWER FEE 5EE PLAN FOR SIZE, E I I I I I I i I I I I I I I I I I I I I i I ELEVATOR CONTROLLER BY ELEV. EQUIP. SUPPLIER VERIFY PLACEMENT P -23 120 VOLT GKT. 5EE PLAN IN E 4 0 SWITCH BLDG. HALL — NEMA 3R PANEL MEV. NOTM: O I ELEVATOR POWER MODULE, 5UGH A5 BU55MANN. MOUNT ADJACENT TO ELEVATOR GONTROLLER EQUIPMENT. GAT # T20 RI KG NI A FI < 30 AMP 2 - POLE 6EN. DUTY SAFETY 5WITGH WITH LOCKABLE COVER. 015GONNEGT 15 FOR ELEVATOR GAR LIGHTS, GONTROL5, ETG. O 3 TELEPHONE OUTLET OR JUNCTION POINT IN EQUIPMENT RM. VERIFY LOGATION O 4 3/4" CONDUIT TO MAIN TELEPHONE BOARD / GABINET IN BUILDING. 5EE PLAN FOR LOCATION. PROVIDE PULL CORD OR GABLE A5 REQUIRED. 5EE 5PEG5 FOR 5Y5TEM PERAMITER5. O 3/4" CONDUIT CONNECTION TO ELEVATOR GAR EMERGENGY PHONE. VERIFY CONNECTION POINT. O INCOMING 120 VOLT ELEVATOR GAR LIGHT DEDICATED POWER CIRCUIT. WHEN EMERGENGY POWER 15 AVAILABLE, CONNECT TO AN EMER65ENGY POWER CIRCUIT. SEE PLAN FOR CIRCUIT NO. O 120 VOLT ELEVATOR GAR LIc3HT CIRCUIT TO GAR LIGHT CONNECTION. VERIFY EXACT CONNECTION POINT WITH ELEVATOR EQUIPMENT. 6F1 OUTLET IN 6F1 LIGHT _j EQUIP. RM. OUTLET FIXTURE OS PROVIDE A 6FI OUTLET, LIGHT FIXTURE AND 5WITGH IN ELEVATOR PIT. VERIFY EXACT PLACEMENT WITH ELEVATOR ;N5TALLER. LOCATE 5WITGH AT PIT AGGE55 NOT 5UGH THAT LIGHT MAY BE 5WITGHED WITHOUT ENTERING PIT. FIXTURE TO BE 5UGH �I 1 / A5 HUBBELL #VMX152- VGG -15. PROVIDE WITH 1 -100 WATT Alq LAMP. I. GONTRAGTOR SHALL OBTAIN EXAGT FUSE / GIRGUIT 51ZE REQUIRED BY < 3 > THE ELEVATOR CONTROL REGALE CONTROL AND SUPERVISORY UNIT SHOULD THE ELEVATOR EQUIPMENT SUPPLIER PRIOR TO ANY ROUGH -IN. BE PLACED IN AN AREA THAT IS CONSTANTLY ATTENDED FOR MoNITORINb, E5PEGIALLY WHEN ;T 15 IN5TALLED A5 A STAND -ALONE GONTROL. 2• PRIOR TO ANY ROUGH -IN OR MOUNTING OF ANY EQUIPMENT IN THE ELEVATOR EQUIPMENT RM. GOORDINATE WITH THE ELEVATOR EQUIPMENT SUPPLIER FOR PLAGEMENT OF ALL PANELS, ETC. TO INSURE PROPER WORKING GLEARANGE5, ETG. 1Y1D I GAL ELEVATOR 1 NO 5GALE PANEL .�» MAIN BRKR. AMPS FEED BOTTOM 51 SURFACE CLASS ,_120/208V 30 4W LOCATION LOWER LEVEL MAIN LUGS ONLY 1200 QED TOP ❑FLUSH MAKE ODEL S0 D I -LINE ❑ MAIN SW. AMPS DIMENSIONS - LOAD NAME ta W� � WAS LOAD NAME PANEL - "A" 1 3400 125 3 12650 3 150 9250 2 PANEL - "P" 6600 - - 14000 - - 7400 635 - 6100 - - 10 - - 10250 - PANEL - "B" 5550 12513 21150 3 150 15600 4 PANEL - "CU" 5250 - - 19650 - - 14400 - 5250 - - 19650 - - 14400 - PANEL - "C" 4200 125 3 16400 3 150 12200 6 PANEL - "CU1" 4700 - _ 16700 - _ 12000 - 2900 _ _ 14900 _ - 12000 - PANEL - "D" 5300 125 3 16300 3 200 11000 8 ELEVATOR _ 4000 - - 15000 - - 11000 - 4600 - - 15600 - - 11000 PANEL - "E" VIA XFR. SW. 11800 20013 11800 3 100 10 SPARE - 11150 - - 11150 - - - 9700 - - 9700 _ - PANEL - "F" 11 6300 125 3 6300 3 125 12 SPARE 6600 - - 6600 - - - 6000 - - 6000 - PANEL-"08" 13 1300 100 3 1300 3 150 14 SPARE 1600 - - 1600 - - - 1650 - - 1650 1 - 1 - - 85900 72100 83850 TOTAL LOAD /PHASE WATTS 716 sot sss S.C. INT CAP/8KR. 22K --- PS. FEEDER CONDUCTOR SIZE: (FOUR PARALLEL SETSI 4#350 MCM CONDUIT SIZE FOUR PARALLEL 4" REMARKS: 1 112" G., 4 #2 + 6RND NEW PAD MOUNT XFMR. BY POWER GO. (5EE SITE PLAN) PANEL .P. STAND OFF GROUND BAR, 5UGH MAIN BRKR. AMPS PROVIDE AND INSTALL ALL REOV. FEED BOTTOM 51 SURFACE CLASS 120/20WE TO GONSERVE A5 MUCH WALL EQUIPMENT MAIN LUGS ONLY 225 ❑ FEED TOP ❑ FLUSH LFVFI_ LOCATION LOWER L VE L H.P. 20' UFFER WATER #3/ MAIN trELZ / E — F\ "x39 "x5 ODEL SQ, D NQOD ❑ MAIN SW. AMPS DIMENSIONS 20 3/4" LOAD NAME WAS , I FAN WA. LOAD NAME ELEVATOR CAR LTS ALARMS 1000 20 1 2600 CLOCK 1 5 1600 2 FURNACE F -3 LOWER LEVEL LIGHTS 800 2400 108 1600 4 FURNACE F -4 1000 \ FAN 1000 120 6 SPARE SPARE 7 0 8 FURNACE I6.0 120 I 1900 30 1900 10 FURNACE F -1 2 6 l q II 1900 1900 12 FURNACE F -2 20 14 SPARE MONUMENT SIGN VIA FTFI 15 1200 30 1 1 16 WALL LOWER LEVEL OUTLETS 171 1000 20 (TANDEM) 1000 18 3/4 19 1000 1 5TAT 20 EXTERIOR WALL LIGHTS VIA 0 21 1100 30 1100 221 BL NK ELEVATOR PIT LTS / OUTLET 23 500 20 FURNACE SOO 120 24 3/4 SPARE 25 STAT 26 UNI NDENSiNG 271 208 3 PANEL- "�" OR V 291 I 2 6 l q I I (MCA) 0 30 31 F URNAGE e� GU GU 2 20 32 SPARE 33 PANEL- "GU" OR VIA - - 134 - MONUMENT SIGN VIA 0 35 2000 40 2 4250 2 30 2250 36 ELECT. WTR. HTR. 37 2000 - - 4250 NDEN5ING - - 2250 38 DRIVE -THRU CANOPY LTS VIA If 391 800 20 1 800 2 20 40 SPARE SPARE 411 208 3 - - 42 - TOTAL LOAD /PHASE 9250 7400 WATTS 10250 S.C. INT CAP/13KR. 10K --- AMPS. 77 s 2 85 • FEEDER CONDUCTOR SIZE. 4#1 + GRND CONDUIT SIZE 1 1/2' REMARKS: :TAIL #6 B.C. PROVIDE THI5 PANEL WITH FULL SKIRTING FIELD VERIFY GL6. TO FLR. DIMEN51ON5 1 1/2" G., 4 #1 /0 + GRND + 6RND m 1 1/2" G., 4#4 1 1/2" G., 4#1- + GRND + 6RND a� 2" G., 4#3/0 + 6RND -- 3/0 GRND. 5EE — DETAIL, THI5 5HT. 5EE DETAIL THI5 5HT. c� 1/2" CONTROL CONDUIT W/PULL CORD NOTE TO RE5PEGTIVE INDOOR UNIT OR LOGATE PANEL TO ATG PANEL. 5EE PLAN. ROUTE ADJACENT PROVIDE WORKING 5PAGE TO REFRIGERATION LINE5 A5 REQUIRED BY N.E.G. REFER TO PLAN FOR QUANTITY OF GOND. UNITS :NS 1Nr UNIT - CONDU 0 I A6RAM NO 5GALE d- 1 1/2" G., 4#1/0 + GRND E LIQUID TIGHT FLEX CONDUIT 36" MAX. LENGTH (TYP) m RIGID STEEL t UP 12" �— I (ABOVE SLAB) GONGRETE PAD 1 6RADE MECHANICAL STAND OFF GROUND BAR, 5UGH A5 ERIGO #B543A010. (TYP OF2) (SERVER RM) PROVIDE AND INSTALL ALL REOV. LL65 8 TERMINALS. MOUNT VERT. TO GONSERVE A5 MUCH WALL EQUIPMENT 5PAGE A5 P055113LE #3/0 #3/0A v AMP5 VOLT5 #3/0 TO I H.P. 20' UFFER WATER #3/ MAIN trELZ / E — F\ EXHAUST GONGRETE PAD 1 6RADE MECHANICAL MUIPMENT SCHEDULE BREAKER OR EQUIPMENT SYMBOL DE5GRIPTION AMP5 VOLT5 4 H.P. K.W. 015GONNECT CONTROL REMARKS / E — F\ EXHAUST q8 120 1 112 _ 5EE TIME 5EE I FAN PLAN CLOCK MEGH. EF EXHAUST 108 WALL \ FAN q.8 120 1 WATTS 5WITGH � FURNACE I6.0 120 I I STOAT 2 6 l q II F FURNACE 13.8 120 I TWO I WALL 5 (TANDEM) 13.8 3/4 5TAT WALL 3 4 8 10 FURNACE 13.8 120 I 3/4 STAT UNI NDENSiNG 208 3 PANEL- "�" OR V I 2 6 l q I I (MCA) F URNAGE e� GU GU GONDEN5ING 14.0 208 3 PANEL- "GU" OR VIA UNIT (MGA) "GUI" FURNACE NDEN5ING F' "GU" OR VIA 3 5 10 UNI (MCA) 208 3 U FURNACE NEUTRAL TO EARTH C-RD. BOND AT THI5 POINT ONLY C-pw NOTE: 8005 GROUND ALL STEP -DOWN TRAN5FORMER5 TO NEAREST ELECT. RM. 6ROUND BAR 5U I LO I NI &ROUND I NO` DETA I L UPPER LEVEL (FOUR PARALLEL 5ET5) 4#3500 MOM --- GONDEN5ING UNIT(5) (5EE PLAN) 2" C., 4#3/0 + GRND $. M 2" G., 4#3/0 \ + GRhID 200 AMP 30- AUTOMATIC TRANSFER 5W. 5EGONDARY UNDERORNO 5ERVIGE FEEDER A5 DIRECTED BY POWER GO. 5EE BLDG. 6RND DETAIL, THI5 5HT. LEVEL 5GALE: NONE m 1 1/2" G., 4#2 + 6RND T I I I i `-- - - -P -- — 2 PRIMARY UNDERGRND El EGT.' 5ERVIGE, A5 PER POWER GO. (5EE 51TE PLAN FOR APPROX. LOCATION, ETG. FA OA 01, MA 3" G., (PVG) — 4#4/0 + 6RNO • Q0 i o o � b 0 � o a� ^C p h ` T 5EE BLDG. 6RND / DETAIL, THI5 5HT. / Q z i 15 K.W. GENERATOR 5ET (W / W.P. ENGL05URE) 4 DIESEL 8A5E TANK &.4 Cn O ~ w MAIN Ems ,� LEVEL -- t--� I ---- - - - - -- VIBRATION OB -6,28 15OLATOR5 ENGINE BLOCK HTR. W VERIFY GONNEGTION POINT Cn 3/4" G., (PVC) AND GIRGUIT 51ZE +2 #12 I , PVG CONDUIT WITH CONTROL WIRE5 A5 PER ~� GENERATOR MFGR'5 RECOMMENDATIONS, TO REMOTE ANNUNCIATOR PANEL IN SERVER RM. ON % w 5EGOND LEVEL. 5EE 5HT. E2.2 FOR LOCATION. ROUTE CONDUIT ADJACENT TO DATA CONDUIT FROM OUT BUT BLDG. o W ♦ SHEET: P.E. PROJECT # 0530 PAYA/E ` E& I ng� rig Inc, i Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 ELEVATOR POWER MODULE BY ELECT. GONTR. 5EE NOTE O ti F. V 5EE BLDG. 6RND / DETAIL, THI5 5HT. / Q z i 15 K.W. GENERATOR 5ET (W / W.P. ENGL05URE) 4 DIESEL 8A5E TANK &.4 Cn O ~ w MAIN Ems ,� LEVEL -- t--� I ---- - - - - -- VIBRATION OB -6,28 15OLATOR5 ENGINE BLOCK HTR. W VERIFY GONNEGTION POINT Cn 3/4" G., (PVC) AND GIRGUIT 51ZE +2 #12 I , PVG CONDUIT WITH CONTROL WIRE5 A5 PER ~� GENERATOR MFGR'5 RECOMMENDATIONS, TO REMOTE ANNUNCIATOR PANEL IN SERVER RM. ON % w 5EGOND LEVEL. 5EE 5HT. E2.2 FOR LOCATION. ROUTE CONDUIT ADJACENT TO DATA CONDUIT FROM OUT BUT BLDG. o W ♦ SHEET: P.E. PROJECT # 0530 PAYA/E ` E& I ng� rig Inc, i Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 ELEVATOR POWER MODULE BY ELECT. GONTR. 5EE NOTE O W N PANEL A MAIN BRKR. AMPS 14 FEED BOTTOM SURFACE CLASS 120/20BV 30 4W MAIN LUGS ONLY 215 ❑ FEED TOP FLUSH LOCATION CIRC 131 MAKE ODEL SQ D NQOD ❑ MAIN SW. AMPS DIMENSIONS 20 "x20"09 3/4 LOAD NAME to aR WAA � AW WAS � LOAD NAME GENERAL LIGHTING 800 20 1 1800 1 20 1000 GENERAL OUTLETS 1000 2000 1000 4 __H SPARE 500 800 1300 600 8 MAIL COPY RM. 600 600 101 REST RM. OUTLETS P ANEL M moll MAIN BRKR. —AMPS 51 FEED BOTTOM all CLASS 120/208 2 50 1 4000 34 RANG SPARE m_■ 109 ❑ FEED TOP ■11 2 1111■■ - - :rr M - DIMENSIONS 37 20"09%5 3/4* 20 "09 "6 3/4 LOAD NAME - E LOAD NAME 3 20 Amp WATTS 38 SPARE SPARE 391 LOAD NAME OUT BUILDING LIGHTS r3 2 GENE RAL OUTLETS 20 I MTO r - - �i •rr 40 - 41 r r ■■ �� rrr - M - - ��i 42 - ®' •rr FURNACE F-11 200 4 TOTAL LOAD /PHASE 10 3400 6 500 6100 S.C. INT CAP/8KR. 10K AM PS, 1 IW1trA1� 2 55 51 In!�■■i1 FEEDER CONDUCTOR SIZE: _ -4 #1 + GROUND 250 CONDUIT SIZE 1 1/2" REMARKS: ■��1� 250 6 GENERATOR BATTERY CHARGER 1 151 71 600 6 1 16 1 SPARE 0 1 20 1 2 0 2 130 18 SPARE moo■ SPARE ■ ■�� ■■ IN on m■� - TOTAL LOAD /PHASE WATTS 2850 0 10K AM PS. P ANEL r at MAIN BRKR. —AMPS 51 FEED BOTTOM SURFACE CLASS 120/208 2 50 1 4000 34 RANG SPARE 35 109 ❑ FEED TOP 20 2 F4000 - - 4000 36 - DIMENSIONS 37 20"09%5 3/4* 20 "09 "6 3/4 LOAD NAME - E LOAD NAME 3 20 Amp WATTS 38 SPARE SPARE 391 LOAD NAME OUT BUILDING LIGHTS r3 2 GENE RAL OUTLETS 20 I MTO r - - �i •rr 40 - 41 r r ■■ �� rrr - M - - ��i 42 - ®' •rr FURNACE F-11 200 4 TOTAL LOAD /PHASE 10 3400 6 500 6100 S.C. INT CAP/8KR. 10K AM PS, 1 IW1trA1� 2 55 51 In!�■■i1 FEEDER CONDUCTOR SIZE: _ -4 #1 + GROUND 250 CONDUIT SIZE 1 1/2" REMARKS: ■��1� 250 6 P ANEL r at MAIN BRKR. —AMPS 51 FEED BOTTOM SURFACE CLASS 120/208 MAIN BRKR. 100 4 MAIN LUGS ONLy 225 51 SURFACE CLASS 120/208V 30 4W FLUSH LOCA11ON WORK RM. 109 ❑ FEED TOP ❑ FLUSH LOCATION 2 BUILDING LOCATION SERVER RM. 0 MAKEYMODEL SO D NQ0Q MAKEJM SO 1 0 MAIN SW.—AMPS DIMENSIONS AMPS 20"09%5 3/4* 20 "09 "6 3/4 LOAD NAME C NO. WAS LOAD NAME NO. WA; � AMP CR Na Amp WATTS tta Aw WAS ta LOAD NAME OUT BUILDING LIGHTS 1 20 400 2 GENE RAL OUTLETS 20 I MTO r �i rr �i •rr 1 20 _ -1�■ � r r ■■ �� rrr �� ■■ • r r Kim 500 ® ��i 600 ■�� ®' •rr FURNACE F-11 200 4 IRRIG. CONTROLER 10 MAIN TEL. / DATA BOARD ��� 1 4 CHIEF EX C OFFICE In!�■■i1 12 PREPARED SPACE 250 13 ■��1� 250 6 GENERATOR BATTERY CHARGER 1 151 71 600 6 1 16 1 SPARE 0 1 20 1 2 0 2 130 18 SPARE moo■ SPARE ■ ■�� ■■ IN on m■� - TOTAL LOAD /PHASE WATTS 2850 0 10K AM PS. ��■■ rrr �� 2850 ■_ 10 rr► ■ ■�1 _ 1i■■_EEM 1 101 ■ m_■■i, REMARKS: PROVIDE WITH FULL SKIRTING FLR. TO CLG. PROVIDE WITH RED MICARTA LABEL ■ ■11 .rr 11■■_ ®� • ► M —�■ 0 0 rrr �� ■■ rrr ® O UTLETS OUTSIDE BLDG LTS VIA ❑T 13 ■ ■ rrr NINE rrr El F 2200 16 m�m 25 14 ,r li■m rrr El_ 151 800 - 1650 18 - 0 191 ®��■ 3 2850 .rr 11■■ .rr ®� 30 2850 120 600 - 211 �1 - 600 2850 o■■■il - 18 PREPARED SPACE - ��': m�ae� - 400 �■ ��■■ o■ [ • ` • m��© 20 SPARE 25 11■■ 0■ 21 �� m�00 3 �IN■� IN ®■ SPARE T OTAL • WATTS rr 4000 4600 555 5250 5250 SPARE 23 1 22 AMPS 20 2 0 FEEDER CONDUCTOR SIZE-. 4#1 + GRND GROUND CONDUIT SIZE 25 - 1 - - PREPAR D SPACE 31 25 26 SPARE 600 PANEL »() "SR' at MAIN BRKR. —AMPS 51 FEED BOTTOM SURFACE CLASS 120/208V 30 4W MAIN BRKR. 100 AMPS 91 FEED BOTTOM 51 SURFACE CLASS 120/208V 30 4W ❑ MAIN LUGS ONLY MAIN LUGS ONLY ❑ FEED TOP ❑ FLUSH LOCATION 2 BUILDING LOCATION SERVER RM. 0 MAKE/MDM SO D NOOD MAKEJM SO 1 MAKEJMODEL SQ D N ❑ MAIN SW. AMPS DIMENSIONS 20 "09 "6 3/4 LOAD NAME C NO. WAS LOAD NAME NO. WA; � AMP CR Na Amp WATTS tta Aw WAS ta LOAD NAME OUT BUILDING LIGHTS 1 20 400 2 300 20 rrr 1 1 1300 600 1 20 1000 2 OUT BUILDING OUTLETS SPARE 800 6 Kim 500 ® v 600 200 8 ■■moo ''' 200 4 IRRIG. CONTROLER 10 MAIN TEL. / DATA BOARD 11 ■�_�■ 1 4 CHIEF EX C OFFICE In!�■■i1 12 PREPARED SPACE 250 13 ■��1� 250 6 GENERATOR BATTERY CHARGER 1 151 71 600 6 1 16 1 SPARE 0 1 20 1 2 0 2 130 18 SPARE 8 SPARE - 1 - 9 20 - TOTAL LOAD /PHASE WATTS 2850 0 10K AM PS. ��■■ rrr �� 2850 _ _ 10 rr► n�� FEEDER CONDUCTOR SIZE 1 101 C ONDUIT SIZE 1 1/2- REMARKS: PROVIDE WITH FULL SKIRTING FLR. TO CLG. PROVIDE WITH RED MICARTA LABEL ■ ■11 .rr 0 ®■ of M 12 0 0 11 PREPARED SPACE FIRE SPRINKLER MONITOR PNL. OUTSIDE BLDG LTS VIA ❑T 13 600 :rr - - F 2200 16 - 25 14 141 FURNACE F -8 (SERVER RM) GENERAL OUTLETS 151 800 - 1650 18 - 0 191 2P 3 2850 16 SPARE 3 30 2850 120 600 - 211 �1 - 600 2850 o■■■il - 18 PREPARED SPACE - ��': m■■■il - 400 �■ ea■■o - [ 2850 Em_m© 20 SPARE 25 20 20 21 �� muse 3 � IN 26 SPARE T OTAL • - 22 555 5250 5250 SPARE 23 1 22 AMPS 20 2 0 - FEEDER CONDUCTOR SZE: 24 GROUND - - 25 - 1 - - PREPAR D SPACE 31 25 26 SPARE 600 1 30 2 1400 33 2 30 1400 28 GENERATOR ENGINE BLOCK HTR - - - 1400 - - 1400 30 - TOTAL LOAD /PHASE 1000 1300 1600 1650 S.C. INT CAP/BKR. 10K AM PS. rrr 1500 AWI�AI� 11 13 14 30 - FEEDER CONDUCTOR SIZE 4 #1 + GROUND 311 CONDUIT SIZE 1 1 /2" REMARKS: GROUND THIS PANEL AS PER NEC 3 4800 •'' 3 20 32 PANEL "SR' at MAIN BRKR. —AMPS 51 FEED BOTTOM SURFACE CLASS 120/208V 30 4W at MAIN BRKR. 100 AMPS 01 FEED BOTTOM 0 FEEI) TOP MI SURFACE CLASS 120/208V 30 4W ❑ MAIN LUGS ONLY ❑ FEED TOP LOCATION LOWER ❑ FLUSH LOCATION SERVER RM. 0 MAKE/MDM SO D NOOD MAKEJM SO 1 [3 MAIN SW.—AMPS MAKEJMODEL SQ D NQOD ❑ MAIN SW. AMPS DIMENSIONS 20 "x23 "x5 3/4" (FULL SKIRTING LOAD NAME NO. WA; � AMP CR Na Amp WATTS tta LOAD NAME SERVER RM. LIGHTS � 450 20 1 1 850 1 20 400 2 SERVER RM. OUTLETS SPARE rrr ®i 600 600 4 •:: • UTLETS • •:: 51 . r ■■n 800 6 Kim 500 ® v 600 600 8 ■■moo ''' • 400 400 10 MAIN TEL. / DATA BOARD 11 ■�_�■ 1 4 CHIEF EX C OFFICE In!�■■i1 12 PREPARED SPACE PREPAREP SPACE 13 ■��1� 14 1200 1 151 7 600 6 1 16 1 SPARE 17 1 20 1 2 0 2 130 18 SPARE - 1 - 1 - 1 - 1 - 20 - TOTAL LOAD /PHASE WATTS 2850 S.C INT CAP/3KR. 10K AM PS. ��■■ rrr �� 2850 _ _ _ rr► n�� FEEDER CONDUCTOR SIZE 4 #2 + GRND 101 C ONDUIT SIZE 1 1/2- REMARKS: PROVIDE WITH FULL SKIRTING FLR. TO CLG. PROVIDE WITH RED MICARTA LABEL ■ ■11 .rr 11 ■� .rr ®■ of M rrr 0 0 PANEL WEN at MAIN BRKR. —AMPS 51 FEED BOTTOM SURFACE CLASS 120/208V 30 4W CLASS 120/208V 30 4W MAIN LUGS ONLY 22 0 FEEI) TOP MAIN LUGS ONLY FLUSH L OCATION ;. ;, ❑ FLUSH ❑FLUSH LOCATION LOWER LEVEL MAKE/MODEL SO D NQOQ 0 MAKE/MDM SO D NOOD MAKEJM SO 1 [3 MAIN SW.—AMPS DIMENSIONS SOD NQOD 20"09%5 3/4* ❑ MAIN SW. AMPS DIMENSIONS J IM CR Na LOAD NAME r"" �a WAA � :1 F—M Hum WAS n .. •:: WAR rrr ®i rrr 0 ®i rrr © •:: • UTLETS • •:: 20 . r ■■n • r n■■ rrr Kim 500 ® v ' r ■oil ��� ■■moo ''' • E�■ 4 ■11 11 ■�_�■ 600 4 CHIEF EX C OFFICE In!�■■i1 600 it ■��m ■��1� 6 1 1200 1 CU -6 7 600 6 1 3 1 3 30 500 8 CU -9 n�Mil 500 2850 .rr �1■■ .rr 1600 GEN O UTLETS ■ �_m�♦ 2850 10 rrr ��■■ rrr �� 2850 CANOPY VAT BL 1 60 rr► n�� :rr ��■■ :rr m� 101 SPARE rrr ■ ■11 .rr 11 ■� .rr ®■ of M rrr 0 0 11 11 ■■ •r ®... FIRE SPRINKLER MONITOR PNL. OUTSIDE BLDG LTS VIA ❑T 13 600 :rr - - F 2200 16 - 25 1600 141 FURNACE F -8 (SERVER RM) GENERAL OUTLETS 15 800 - 1650 18 - 1 800 191 2P 3 2850 16 SPARE 3 30 2850 120 600 - 211 �1 - 600 2850 o■■■il - - ■�sa■■o 22 - ��': m■■■il - 400 �■ ea■■o - [ 2850 Em_m© - SPARE 25 20 20 �� muse 3 �ae�m IN 26 SPARE T OTAL • - 11 555 5250 5250 r ®r 1 22 AMPS ■ 46 44 44 28 - FEEDER CONDUCTOR SZE: 4 # 1 + GROUND - CONDUIT SIZE 1 1 / 2 " - - ®� 124 PREPAR D SPACE 31 1 25 600 600 PANEL WEN at MAIN BRKR. 200 AMPS FEED BOTTOM 51 SURFACE at SURFACE CLASS 120/208V 30 4W MAIN LUGS ONLY ❑ MAIN LUGS ONLY FEED TOP ❑FEED TOP ❑ FLUSH ❑FLUSH LOCATION LOWER LEVEL MAKE/MODEL SO D NQOQ 0 MAIN SW.—AMPS MAKEJM SO 1 NOOD ■ MAKE /MODEL SOD NQOD AMPS ❑ MAIN SW. AMPS DIMENSIONS 20 "09 "6 3/4 CR Na LOAD NAME r"" �a WAA � :1 F—M Hum WAS n AW WAR ta ta LOAD NAME SPARE 1 1 1200 20 20 1 500 ROOF DRAIN HEAT TRACE 1 20 500 ® SECURITY DOOR CIRCUIT LOWER LEVEL STAIRWELL LIGHTS FURNACE r 600 1200 4 SPARE 600 4 CHIEF EX C OFFICE MAIN LEVEL LIGHTS 600 6 1 1200 1 CU -6 7 600 6 1 3 1 3 30 500 8 CU -9 - 500 2850 - 5 1600 81 FURNACE F -5 UPPER LEVEL LIGHTS 2850 10 600 - 11 2850 - 1 60 5700 1 - 1600 101 FURNACE F -5A SPARE 13 2850 30 3 4500 of 3 250 1650 20 250 121 FIRE SPRINKLER MONITOR PNL. OUTSIDE BLDG LTS VIA ❑T 13 600 :rr - - F 2200 16 - 25 1600 141 FURNACE F -8 (SERVER RM) GENERAL OUTLETS 15 800 - 1650 18 - 1 800 191 2P 3 2850 16 SPARE 3 30 2850 120 600 - 211 �1 - 600 2850 �_ - - 18 22 - ��': - 400 2850 - [ 2850 24 - SPARE 25 20 20 3 �� 3 400 IN 26 SPARE 11 ■■ .rr ®r 1 22 ■ 28 - 800 k9I - - 1� 0 - - ®� 124 PREPAR D SPACE 31 1 25 600 600 321 PREPARED SPACE r 26 33 •'' 1000 rrr 1500 2 20 500 28 PARKING AREA LTS. ❑T IN 1000 "■■ 36 rrr 1500 - - 500 30 - PANEL-"BE" 311 4800 60 3 4800 •'' 3 20 32 SPARE - 331 4300 - - 4300 - - 34 - - 35 3200 - - ® - - 36 - PANEL - "SR" 14250 13050 37 1450 100 3 2800 AAMPS 3 20 1350 381 COND. UNIT C - 8 SERVER RM - FEEDER CONDUCTOR 39 1000 - - CONDUIT 2350 - - 1 1350 401 41 800 1350 421 - TOTAL LOAD /PHASE WATTS 11800 11150 9700 S.C INT CAP/BKR. 10K AM PS. 98 s 3 81 FEEDER CONDUCTOR SIZE: 4 #3/0 + GRND CONDUIT SIZE 2 " REMARKS: PROVIDE WITH RED MICARTA LABEL vv �eo�■m PANEL Why,» CU MAIN BRKR. —AMPS MAIN BRKR. AMPS 0 FEED BOTTOM at SURFACE aAss 120/208V 30 4W CLASS 120/208V 304W MAIN LUGS ONLY MAIN LUGS ONLY 225 ❑FEED TOP L OCATION JAN ;,, ❑FLUSH LOCATION ROOF OF CANOPY MAKE/MODEL SO D NQOQ 0 MAIN SW.—AMPS MAKEJM SO 1 NOOD ■ MWEYM ODEL SQ D NQQD (HEMA 3R) ❑ MAIN SW. AMPS DIMENSIONS ' 20 "x39 "x5 3/4' LOAD NAME CR Na WAS r"" 91 MKIE1 :1 F—M Hum WAS n LOAD NAME ROOF OUTLET 200 20 1 1 1200 1 20 1000 2 ROOF DRAIN HEAT TRACE SPARE GENERAL O UTLETS n ® .rr FURNACE r 4 SPARE 0 6 1 1 CU -6 7 2850 30 3 5700 3 30 2850 8 CU -9 - 91 2850 - - 5700 ■■ - - 2850 10 - - 11 2850 - - 5700 - - 1 2850 12 - CU -7 13 2850 30 3 4500 of 3 20 1650 14 - - 2850 - - 4500 :rr - - 1650 16 - - . 15 17 2850 - - 4500 - - 1650 18 - SPARE 191 20 3 2850 viii 3 30 2850 120 CU -11 - 211 �1 - - 2850 �_ - - 2850 22 - ��': - - 2850 - - 2850 24 - SPARE 25 20 3 �� 3 30 IN 26 SPARE 11 ■■ .rr ®r - ■ 28 - - k9I - - 1� 0 - - ®� 301- PREPARED SPACE 31 321 PREPARED SPACE r 33 •'' ®�m© rrr loom rrr 35 IN rrr "■■ 36 rrr 0 37 0 38 •'' 39 0 li■ 40 41 142 TOTAL LOAD /PHASE T OTAL • - 14250 13050 13050 S.C. TNT CAP/bKR. 10 AM PS. AAMPS r 119 109 10s PREPARED SPACE FEEDER CONDUC70R SZE: FEEDER CONDUCTOR SIZE: 4 #1 + GROUND CONDUIT SIZE 1 1/2" REMARKS: NEMA 3R PANEL MAIN BRKR. —AMPS 61 FEED BOTTOM 01 FEED BOTTOM MI SURFACE « 120/208 aAss 120/208V 30 4W MAIN LUGS ONLY MAIN LUGS ONLY ■ EEr TOP L OCATIO N ■ FWSH L OCATION JAN ;,, MAKE/MODEL SO D NQOQ 0 MAIN SW.—AMPS MAKEJM SO 1 NOOD ■ �Blm3R- DI ' V'R F r"" 91 MKIE1 :1 F—M Hum 0 n K 1 2 1 k TY I GENERAL LIGHTING EF-1 ( ON •r• rr EMERNTINIF1 90 GENERAL O UTLETS n ® .rr FURNACE r •'' e imm�m■ rrr ■ ■�� .rr �1 ■■ .rr �_ �■��n�m� •`• e�■��1 ■ .rr �3� 11 ■■ ■�� .rr m� loom ■ of ��■ O UTLETS ■11' :rr 11 ■■ :rr �� rrr :rr ��■■ rrr :rr m■� �� i ■,�� viii rrr ���■ rrr r , � �1 ■■ �_ ■ ��': ■�1� rrr ��; PRJEPARED SPACE INS IN E-01 IN 11 ■■ .rr ®r - ■ m�mm rrr ���■ :rr 1� ■■ :rr ®� r •'' ®�m© rrr loom rrr m IN rrr "■■ rrr 0 •'' �_m© li■ ■_0 T OTAL • - WATTS . rr .rr . rrr r PREPARED SPACE FEEDER CONDUC70R SZE: 4#1 + GROUND – CONDUIT SIZE 1 1 / 2 " m vv �eo�■m TOTAL • WATTS 42 00 4700 2900 AU FEE DER • ► •- ~ COND PANEL WCU1 W MAIN BRKR. AMPS FEED BOTTOM at SURFACE CLASS 120/208V 30 4W MAIN LUGS ONLY 225 � FEED TOP LOCATION ❑ F1 OUTSIDE NORTHWEST MAKEJOMODEL SQ D NQOD (NEMA 3R) ❑ MAIN SW. AMPS DIMENSIONS 20 "09 "6 3/4 LOAD NAME ft W AS AW WAS Na LOAD NAME OUTSIDE OUTLET 1 200 20 1 200 1 1 20 2 SPARE SPARE 4 6 CU -1 7 2850 30 3 4200 3 20 1350 8 CU -4 - 9 2850 - - 4200 - - 1350 10 - 1 2850 - - 4200 - - 1350 12 CU -2 11 2850 30 3 4500 3 20 1650 14 CU_ 5A 2850 - 4500 - 1650 16 7 2850 - - 4500 - - 1650 18 - CU -3 19 1650 20 3 3300 3 20 1650 20 CU -513 1 1650 - - 3300 - - 1650 22 - - 23 1650 - - 3300 - - 1650 24 - SPARE 25 20 3 3 30 26 SPARE 27 - -- - - 0 - - 28 - 33 0 35 37 38 39 40 41 42 12200 12000 12000 TOTAL LOAD /PHASE AMP 102 100 100 S. INT CAP/BKR. 10 AM PS, FEEDER CONDUCTOR SIZE: - - _4 #1 /0 + GRND CONDUIT SIZE 1 1/2" REMARKS-. NEMA 3R P.E. PROJECT # 0530 AYAIVL Eng in eerin g Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 o2 �� q o � 0 I 0 0 q �v 04 CD t�—t Q � � t—� W W W a SHEET: M a a h W MAIN BRKR. —AMPS 61 FEED BOTTOM 61 SURFACE « 120/208 4 MAIN LUGS ONLY 0 FEED TOP 0 FLUSH L OCATIO N MAKE/MODEL SO D NQOQ 0 MAIN SW.—AMPS DIMENSIONS 20"09"6 3/4' �Blm3R- V'R rr m 0 W& WA EF-1 ( ON •r• rr n 90 n ® .rr FURNACE r •'' imm�m■ mom■ ■�� �■��n�m� ■ �3� ■ ■�� rrr loom of O UTLETS rrr rrr �� ■,�� rrr ���■ rrr m' ..• , S PACE ■ ���■ rrr ���■ rrr r •'' ®�m© rrr loom rrr m ©_ns rrr "■■ rrr 0 •'' �_m© li■ ■_0 T OTAL • - WATTS . rr .rr . rrr r FEEDER CONDUC70R SZE: 4#1 + GROUND – CONDUIT SIZE 1 1 / 2 " PANEL WCU1 W MAIN BRKR. AMPS FEED BOTTOM at SURFACE CLASS 120/208V 30 4W MAIN LUGS ONLY 225 � FEED TOP LOCATION ❑ F1 OUTSIDE NORTHWEST MAKEJOMODEL SQ D NQOD (NEMA 3R) ❑ MAIN SW. AMPS DIMENSIONS 20 "09 "6 3/4 LOAD NAME ft W AS AW WAS Na LOAD NAME OUTSIDE OUTLET 1 200 20 1 200 1 1 20 2 SPARE SPARE 4 6 CU -1 7 2850 30 3 4200 3 20 1350 8 CU -4 - 9 2850 - - 4200 - - 1350 10 - 1 2850 - - 4200 - - 1350 12 CU -2 11 2850 30 3 4500 3 20 1650 14 CU_ 5A 2850 - 4500 - 1650 16 7 2850 - - 4500 - - 1650 18 - CU -3 19 1650 20 3 3300 3 20 1650 20 CU -513 1 1650 - - 3300 - - 1650 22 - - 23 1650 - - 3300 - - 1650 24 - SPARE 25 20 3 3 30 26 SPARE 27 - -- - - 0 - - 28 - 33 0 35 37 38 39 40 41 42 12200 12000 12000 TOTAL LOAD /PHASE AMP 102 100 100 S. INT CAP/BKR. 10 AM PS, FEEDER CONDUCTOR SIZE: - - _4 #1 /0 + GRND CONDUIT SIZE 1 1/2" REMARKS-. NEMA 3R P.E. PROJECT # 0530 AYAIVL Eng in eerin g Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 o2 �� q o � 0 I 0 0 q �v 04 CD t�—t Q � � t—� W W W a SHEET: M a a h W A B B.5 C D rn 0 r I I i 0 ^ � I CV -- U"MR LEVEL PLAN 50ALE: 1/16" = I' -O" TEM ABOVE AIL, THIS 5HT) A kACHICTECT VERI OATION WITH VEST GABLE 71Z kY SYSTEM ABOVE F101 EILIN6. ( DETAIL, THI5 5HT) e I - - LOBBY GIRD AREA 131 a 102 1 a ry 122 L_ ®m N � °o d VERIFY N WITH AR ITE (515E D I , 5 5HT) I I I 21 WORK RM. i - - ... I 107 P9 i i GEN R I I I ° BREAK RM. TELLERS I� -- ' - - -- 113 Y II4 U FIRE SPRINKLER MONITOR SYMBOL LE6END 5YMB0L DE5GRIPTION MOUNTING 2 #18 r -,.. FIRE SPRINKLER SYSTEM MONITOR PANEL WALL - TOP ® b' -0 FAN 5HUT DOWN FIRE SPRINKLER SYSTEM ANNUNCIATOR PANEL WALL - TOP ® 5' -0 SMOKE DETECTOR GEILIN6 () HORN / STROBE WALL ® &0" •GONDUIT (TYP) PULL STATION WALL ® 48" � WAG EQUIP. FAN 5HUT -DOWN SEE MECH. ALL GLA55 "B" INITIATIN6 CIRCUITS WITH ADDRE55ABLE DEVICES FIRE SPRINKLER 5Y5TEM TAMPER SWITCH SEE FIRE 5PRINK. DW65 NEED EOLR. (END OF LINE RE515TOR5). FIRE SPRINKLER SYSTEM FLOW SWITCH SEE FIRE 5PRINK. OW65 ® FIRE RISER WATER 60N6 (120 VOLT) SEE FIRE 5PRINK. DW65 ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED QUANTITIES PER FIRE 5PRINK. SYSTEM SUPPLIER, AND AS PER NFPA W SHOP DRAWINGS. FIRE 5PRINK. MONITOR PLAN 15 SHOWN FOR GENERAL AND NEG REQUIREMENTS. W LIMBER IN PARENTHE515 NEXT TO DEVICE DENOTES GANDELLA RATING IF MORE THAN 15. TYPICAL NOTIFICATION APPLIANCE CIRCUIT 2 #14 b EOL 120 VOLT 00 CKT. E -12 FIRE ST-T% II NO 5GALE D D.6 E F F.4 G 0 ° 0 0- -- ° ° ° ELEVATOR POWER MODULE ELEV. MACH. INTERLOCK W/F5MP (SEE DETAIL, SHT. E3.1) VERIFY LOCATION (N --- - ° WITH MEGH. 0 II II If li N _ - ® I[ n , ai MEGH. II 3 MEW. ® , ° dl FIRE SPRINKLER I� if MEN i 5Y5TEM WATER GONG - - ° ❑ ; - - - - - _ - STAIR 001 ° MOUNTING LOCATION O STOR 002 LOYMR LEVEL PLAN 5GALE: I/16" = 1'-O" TYPICAL INITIATING DEVICE CIRCUIT 2 #IS V v EOL FIRE 5PRINK SYSTEM WATER FLOW 5W. 2 #18 EOL FIRE 5PRINK SYSTEM SEE 5PRINK. SYSTEM DWG-5. VALVE TAMPER 5W. FOR LOCATIONS AND QUANTITIES 2 #Ib ,I EOL AT EACH R15ER LOCATION. REMOTE ANNUNCIATOR 2 #16/2 TW5P CIRCUIT 2 #14 AWG MONI NOTES: I. NFPA ALLOWS HORN / STROBES TO BE MOUNTED AT A HE16HT RANGE 5. 2 #18 r -,.. MECH. EQUIPMEMT _ r FAN 5HUT DOWN 80 ". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, DUCT DET., ETC. (IF REQUIRED) 2 #22/4 ALL AIR HANDLING EQUIPMENT 2000 GFM OR MORE MUST BE SHUT HORN / STROBES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE TO TELEPHONE BOARD •GONDUIT (TYP) LOCATED AT A COMMON HEIGHT. SYSTEM MONITOR P KE"r NOTES lD WATER 6ON6, 120 VOLT. GONNEGT TO NEARE5T AVAILABLE 120 VOLT UN5WITGHED NON- 1.16HT1N6 CIRCUIT. O PROVIDE THREE 4" GONDUIT5 FROM ABOVE GABLE TRAY 5Y5TEM ON MAIN LEVEL, THROUGH FLOOR OF 5EGON0 LEVEL AT SERVER RM. EXACT TERMINATION POINT TO BE FIELD DETERMINED. O PROVIDE THREE 4" CONDUITS UP THROUGH MAIN LEVEL FLOOR TO ABOVE CEILING OF MAIN LEVEL, NEAR GABLE TRAY AGGE55. EXACT ROUTING TO BE FIELD DETERMINED. FIRE SPRI NKLER SYSTEM MONI NOTES: I. NFPA ALLOWS HORN / STROBES TO BE MOUNTED AT A HE16HT RANGE 5. DO NOT EXCEED 2500 FEET ON ANY ADDRE55ABLE DEVICE RUN. DO BETWEEN 80" TO qb" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT 15 NOT EXCEED 120 DEVICES ON ANY ONE ADDRE55ABLE DEVICE RUN. 80 ". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS GL05E TO &0" A5 POSSIBLE, NOT EXCEEDING qb ". ALL b ALL AIR HANDLING EQUIPMENT 2000 GFM OR MORE MUST BE SHUT HORN / STROBES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE CD I=, DOWN UPON FIRE 5PRINK. ACTIVATION AS PER LIFE SAFETY CODES. LOCATED AT A COMMON HEIGHT. � � Q 1. ALL GLA55 "B" INITIATIN6 CIRCUITS WITH ADDRE55ABLE DEVICES 2. MOUNT PULL STATIONS AT 4b -48" A.F.F. TO THE OPERATIN6 HANDLE NEED EOLR. (END OF LINE RE515TOR5). TO MEET ADA REQUIREMENTS. 3• ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL GONDUGTOR 8• ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED QUANTITIES PER FIRE 5PRINK. SYSTEM SUPPLIER, AND AS PER NFPA W SHOP DRAWINGS. FIRE 5PRINK. MONITOR PLAN 15 SHOWN FOR GENERAL AND NEG REQUIREMENTS. LOCATION AND LAYOUT ONLY. `I q. THE FIRE SPRINKLER 5Y5TEM MONITORING 5Y5TEM TO BE IN COMPLIANCE DO NOT INSTALL ANY SMOKE OR HEAT DETECTOR WITHIN 3 FEET OF WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. ANY AIR DIFFUSER. F-i 5MCIAL NOTE: FIRE SPRINKLER MONITORING SYSTEM CONDUIT AND OR GABLE ROUTIN6, 5HALL BE DETE-RMINED BY THE ELECTRICAL AND FIRE SPRINKLER GONTRAGTOR5, TO MEET THE SPECIFIED DESIGN CRITERIA. SUBMIT SHOP DRAWINGS AND REQUIRED GALGULATION5 TO THE AUTHORITY HAVING JURISDICTION. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED 5Y5TEM. INCLUDE WITH 5HOP PRAWIN66 SUBMITTAL TO ENGINEER. CABLE TTRA*r NOTES I. E.G. SHALL PROVIDE AND INSTALL ALL COMPONENTS A5 DE5GRIBED ON THIS DW6. AND IN THE 5PEGIFIGATION5. ALONG WITH ALL M15G. COMPONENTS REQUIRED FOR A COMPLETE TRAY 5Y5TEM. 2. THE ELECTRICAL CONTRACTOR 15 RE5PON51BLE FOR ALL COORDINATION INCLUDING 5TRUCTURAL, WAG, PIPING, FIRE 5PRINK. ETC. MAKE NEGE55ARY AD.U5TMENT5 TO ACCOMMODATE THESE TRADE5. 3. ALL TURNS IN ANY DIRECTION OR PLANE SHALL BE RADIUSED. NO SHARP CORNERS ARE PERMISSIBLE. CABLE TRAY SYSTEM: El EGT. GONTR. SHALL PROVIDE AND INSTALL A GOMPLETE STEEL WIRE MESH GABLE TRAY 5Y5TEM FOR ROUTING DATA AND /OR GOMMUNIGATION5 GABLE. %5PEND AND SUPPORT FROM BLDG. STRUCTURE, U51N6 30" ALLTHREAD. SUPPORT AS RECOMMENDED BY MANUFAGTURER. TRAY DIMEN51ON5 SHALL BE "W x 2 "D. UTILIZE RADIUSED ELBOWS AND TEES. SHARP 90'5, ARE NOT ACCEPTABLE. NOTE THAT THI5 TRAY SYSTEM HA5 BEEN SELECTED TO FACILITATE EASE OF ROUTING UP /OVER/AROUND EXISTING OR NEW DUCTWORK, PIPING, AND OTHER EQUIPMENT. THI5 INSTALLATION WILL REQUIRE FIELD MODIFICATION TO MEET 5PEGIFIED GLEARANCE5. PROVISIONS FOR THI5 TYPE OF ENVIRONMENT SHALL BE INCLUDED IN THE BASE BID. AGGEPTABLE MANUFAGTURER5: EZ TRAY BY GABOLOFIL AND FLEX TRAY BY 65 METAL5. 50' ALL- THREAD ROD - ANCHOR TO 5TRUCTURE LOCATE 5FT. ON CENTER. SECTION A -A SECTION " C BLE M"*'r CUTTI N6 TOOL GABLE TRAY -'*�(WIDTH A5 SPECIFIED) 5TER HANGER -� E.G. SHALL MAINTAIN 12" MIN. ABOVE GABLi TRAY. (TYPICAL) '40 E.G. SHALL PROVIDE AND INSTALL ALL REQUIRED MOUNTING HARDWARE 4 INSTALLATION PRACTICE-5 PER MANUFAGTURER. "F I CAL CABLP TRA ENLARGED VIEW P.E. PROJECT # 0530 MOUNTING DET,41 PAYNE E gi e r g Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 v `� to I t6 b 0 � I gL o � ni Q4 z\ b ^C a •° 4 :4 F SHEEP i U Cod d Q / j t3.d V2 E3.3 D.6 E E.1 E.6 F F.4 G �i CD I=, Q p � � Q W W W F-i W M W I-� W a SHEEP i U Cod d Q / j t3.d V2 E3.3 D.6 E E.1 E.6 F F.4 G TfftLLMR ARMA POWER RMOMTS. O FOR TRANSACTION DRAWER AND CONTROL BOX TRANSFORMER: T_ E LLER /CUSTOMER UNIT KEY NOTES O5 NO POWER 5HALL BE APPLIED TO THE VAT EQUIPMENT EXCEPT UNDER DIEBOLD ELECT. GONTR. TO PROVIDE (1) DUPLEX OUTLET ON A SEPARATE 120 SUPERVISION. VOLT 20 AMP BRANCH CIRCUIT. (1) RECEPTACLE FOR TRANSACTION O ALL WORK AND MATERIALS SHALL CONFORM TO ALL NATIONAI., STATE AND O THE ELECT. CONTR SHALL BE RESPONSIBLE FOR THE PRGPER 6ROUNDIN6 OF ALL DRAWER AND (1) REGEPTAGLE FOR CONTROL BOX TRANSFORMER. LOCAL ELECTRICAL CODES, WHICH MAY BE APPLICABLE. ELECT. CONTR. TO BE EQUIPMENT. COORDINATE WITH DIEBOLD. FOR AUDIO 5WITGHER: RE5PON51BLE FOR ANY GHAN6E5 NECESSARY TO COMPLY WITH THESE CODES. El EGT. GONTR. TO PROVIDE (1) DUPLEX OUTLET ON A SEPARATE 120 �2 ALL CONDUIT, POWER GONDUGTOR5, JUNCTION BOXES, .AND OVERLOAD O WIDE A 6"50. J -BOX IN WALL NEAR FLOOR, WITH A 11/2" GONDUIT FROM TH15 VOLT 20 AMP DEDICATED BRANCH CIRCUIT. (1) RECEPTACLE FOR PROTECTION DEVICES, ARE TO BE PROVIDED AND INSTALLED BY THE ELECT. GONTR BOX, UP INTO ACCESSIBLE GEILIN6 SPACE ABOVE. CONDUIT 15 FOR DIEBOLD FURNISHED AND INSTALLED AUDIO AND CONTROL GABLES. VERIFY WITH DIEBOLD. AUDIO HER. �3 EACH CUSTOMER UNIT SHALL BE ON AN INDIVIDUAL CIRCUIT. FAILURE OF ONE UNIT, 6 FOR CON L BOX TRANSFORMER: {� BRANCH CIRCUIT TO PANEL INDICATED O ELEGT. GONTR. TO PROVIDE (1) DUPLEX OUTLET ON A SEPARATE 120 SHALL NOT AFFEGT OTHER UNITS OPERATION. VOLT 20 AMP DEDICATED BRANCH CIRCUIT. (1) CONTROL 80X O ALL POWER CONDUCTOR AND CONDUIT SIZES, TO BE AS INDICATED ON THESE OW65. TRANSFORMER, PER DUPLEX OUTLET. VAT 21 BLOWERS, LOCATED Q FOR BLOWER UNIT (2 PER VAT 5Y9EM) IN CANOPY (TYP OF THREE O POWER CORD b' POWER CORD ELECT. GONTR. TO PROVIDE (1) DUPLEX OUTLET, AT EACH (WITHIN H 5ET5 OF 2 H (NP) H (rn 6-0 OF BLOWER UNIT), ON A SEPARATE 120 VOLT 3 WIRE 20 AMP 13RANGH CIRCUIT. (1) TRANSFORMER PER DUPLEX OUTLET. O FOR OPTIONAL CUSTOMER UNIT DOOR RAIL HEATER TRAN51PMR. ...i TO NEXT ,. TO NEXT TO NEXT VAT 21 TELLER BE -1 BLOWER BE -3 BLOWER BE -5 BLOWER ELECT. GONTR. TO PROVIDE (1) DUPLEX OUTLET AT EACH ON UNITS (TWO) A 5EPARATE 120 VOLT 20 AMP BRANCH CIRCUIT. (1) TRANSFORMER I" CONDUIT, STUBBED UP UNDERSIDE OF/ PER DUPLEX OUTLET. 2" ABOVE TOP OF ISLAND CANOPY KO FOR VAT CONTROL AND AUDIO GABLES GEILIN6 BY E.G. 5E: O ELECT. CONTR. TO PROVIDE A I" CONDUIT FROM BASE OF EACH CUSTOMER UNIT (5EE DETAIL THIS 5HT) TO THE TELLER AREA. `-TELLER i i O O DIEBOLD WILL PROVIDE AND INSTALL VAT CONTROL AND AUDIO WINDOW GABLES WITHIN THE I" GONDUIT. I ( \ 5' -6 -1 -J 2' -2 „ 1' -10 �, o - f '� -� O - VAT 21 CUSTOMER TELLER ARMA SPEC I AL NOTE: ELECT. GONTR. TO PROVIDE SEPARATE ELECTRICAL CIRCUITS FOR ANY CONVENIENCE OR OPTIONAL EQUIPMENT. DIEBOLD DOES NOT RECOMMEND U51NG ANY OPEN RECEPTACLES WITHIN GIRGUIT5 DEDICATED FOR DIEBOLD EQUIPMENT. FINISH FLOOR I AUDIO I 6 i( r ,-1 F - - n r b m t 5E -7 � � �� - f i ► _ b J - -------- CONTROL BO X (TYP OF 2) TELLER P41NC7OV4 NO 5GALE 3/4" VAT 21 CUSTOMER UNIT QL CU U UNIT (TWO) ---- ____ -- = -_5 TO NEXT CUSTOMER UNIT NIT PETAIL. A B B.5 C D D.6 E E.1 E.6 F F.4 G rn co WORK RM. �� 127 OFFICE t- N41 F12 CHIEF LENDIN6 OFFICER VEST 125 101 COST. COW. 12Q L L 4 I I F =__ �� = = = = CIRC AREA it (r Lit r- 10 - 2 - 1 p p JL_____J' II II I WOMEN II u u I 122 iL C1v S 10 IL - - - - - � N x II II - C1 � �� II II S u I S � ° I STOR STOR L___ ❑ J LI OBBY STAIR i ------ ' ------- Lp OD IOq I MANA6ER ' I ' ® 108 i i i 121 p H2® VIDEO 4 I ARM 5Y5 M ° QUIP. SEE DIE13OLD l. CIRG AREA P/ERIFY LO,GATION) F1 18 O ' I CALL ' I CENTER I I WORK 112 i MAIL / REC/ COPY I LOCKER/ COAT I I Q ROOM ---- _-- -------- 113 115 M ® ® ® IQt I 1 I I GO� TELLERS 105 C DRIVE UP o B REAK RM. ®t1 i� 114 C10C C1OC Cloc C10C _ - S - -- 9 H2 - I ' I I NIGHT DEPOSIT I I I SEE DETAIL "A" THI5 5HT. � L O I j I I (I I i --- -i-5EE DETAIL "B ", THI5 5HT. 1 O �--- � X00 I� I I I I _ I o O I I DRIVE -UP ISLAND ATM MACHINE ' O i REFER TO DIEBOLO 5PEGIFIGATION5 AND INSTALLATION DRAWIN65 FOR ��(" /4" G., 2 #i O I POWER / CONTROL CONDUIT 8 WIRING - L � 3 - - - C -� IN5TRUGTION5. I O I �\ D D.2 D.4 D.5 E E.1 E.3 E.4 E.5 N MAIN, LEVEL FLAN BANK EOU I PMEINT (�LECTRICALS 5GALE: 3/32" = 1' -0" 6ENERI C 5%(MBOL Lr:C7 SYMBOL DE5GRIPTION M: P= PEDESTAL M= MULLION T= TURN5nLE D= DESK ❑ M = MOW S= SURFACE W= WALL T = TEGHN0L06Y/tYPE F= FLUSH G= GEILIN6 (SPECIFIC TO DEVICE) R= RACK H= HIDDEN ©W 52 CONTROL PANEL - - -}- I KEYPAD 5WITOYCONTROL ® A K4 W 5EGURE5TAT ALPHA NUMERIC H 62 AUTOMATIC MONITORING 5WITGH AFTER HOUR DEPOSITORY LOCA11ON WORK ROOM 107 PROTECTION I AUTOMATIC MONITORING SWITCH CHEST AUTOMATIC TELLER MACHINE I CAPACITY PROTECTION O c AUTOMATIC MONITORING SWITCH V SOUND DETECTOR INTERFACE ,.° c AUTOMATIC MONITORING SWITCH A SOUND DETECTOR AUTOMATIG MONITORING SWITCH 5 DIE13OLD VAULT DOOR V2 PROTECTION MODULAR VAULT 5 ® HOLD UP BUTTON H2 DOUBLE SQUEEZE ® F W 12 PASSIVE INFRARED (C)UAL TEGH) ® W 65 CELLULAR TRANSMISSION - W D161TAL VIDEO RECORDER ® LA LANEX NET DVR VIDEO CAMERA C�� 1/3" COLOR CAMERA • PROVIDE ROUGH -IN BOX AS PER DIEBOLD PANEL NBE" CHUTE Ck JIRJGTION BOXES MAIN BRKR. AMPS a FEED BOTTOM SURFACE CLASS 120/208V 30 4 OPERATING CL - HEIGHT - - -}- I MAIN LUGS ONLY t ❑ FEED TOP FIELD VERIFY FLUSH LOCA11ON WORK ROOM 107 KAU I CHEST DRIVEWAY I CAPACITY MAKE /MODEL SQ D NQOD ❑ MAIN SW. AMPS DIMENSIONS A 20 "X32 "x5 3/4" LOAD NAME CIR WATTS � O WA.� Q LOAD NAME to � • BANK EQUIPMENT VAT BLOWERS i f 1000 20 1 2000 1 20 1000 2 CALL CENTER FLOOR BOXES 1000 z 2000 1000 4 CALL CENTER FLOOR BOXES �> 1000 w 1800 800 6 GENERAL OUTLETS BANK EQUIP. AUDIO SWITCHER 7 1000 1600 600 8 V BANK EQUIP. CONTROL XFMR, 9 500 O 1500 �W % W a 1000 10 TRANSACTION DRAWER 11 500 900 400 12 TELLER LINE OUTLETS BANK EQUIP. DOOR RAIL HTRS. 13 500 1200 400 14 TELLER LINE OUTLETS BANK EQUIP. DOOR RAIL HTRS. 800 800 16 ATM BANK EQUIP. NIGHT DEPOSIT 500 500 18 SPARE SPARE 10 �� �n IPREPARED SPACE SPACE 2 71 L 1 128 9 0 1 130 WATTS 4800 4300 3200 TOTAL LOAD /PHASE AMPS 40 36 27 S .C. TNT CAP/BKR. 10K 611 PS. FEEDER CONDUCTOR SIZE-. 4,44 + GROUND CONDUIT SIZE 1 1/2" REMARKS: PROVIDE WITH RED MICARTA LABEL KAY NOTES O INSTALL POWER AND CONTROL GONDUIT5 UNDERGROUND AS PER DIEBOLD INSTALLATION DRAWINGS. �2 4" PVG PIPE, FURNI5HED AND INSTALLED BY ELECT. GONTR. EXACT PIPE SPECIFICATIONS, BURIAL DEPTH AND TERMINATION POINTS, TO BE AS DIRECTED BY DIEBOLD. SEE DIEBOLO INSTALLATION DWG5. 4" PIPE 15 FOR R51 CABLING ALARM GABLES, VIDEO SURVEILLANCE SYSTEM GABLES, AND COMMUNICATION GABLES. REFER TO DIEBOLD INSTALLATION DRAWIN65 FOR INFORMATION ON GABLE TYPES AND INSTALLATION THERE OF. PE I AL NOTES: I. THE ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING GL05ELY WITH DIEBOLD, AND 5GHEDULE A PRE - ROUGH -IN COORDINATION MEETING WITH DIEBOLD, TO INSURE THAT ALL ROUGH -IN 15 IN ACCORDANCE WITH ALL THERE EQUIPMENT REQUIREMENTS, ETC. REFER TO THE SEVEN PRAWIN65 FROM DIEBOLD ON THI5 PROJEGT, FOR GABLE TYPES, PROP05ED ROUTING, ETC. 2. ALL 5Y5TEM GABLES TO BE RUN IN CONDUIT UNLE55 PRIOR ARRANGEMENTS ARE MADE WITH DIEBOLD. IF CONDUIT 15 NOT USED, IT 15 THE ELECT. GONTR RESPONSIBILITY TO PROVIDE AND INSTALL THE GABLES TO MEET DIEBOLD 5PECIFIGATION5 AND ALL BLD6. CODES FOR IT'5 APPLICATION. 3. SYSTEM CONDUIT SIZES AND ROUTING SHALL BE DETERMINED BY THE ELECT. GONTR. THE AB50LUTE MINIMUM CONDUIT 51ZE 3/4 ", MAX 51ZE 15 11/4" FOR ALARM GABLES. ONLY LARGER 517E 15 ALLOWED IF REQUIRED BY ANY LOCAL OR STATE CODES. 4. ALL GABLE5 THRU P/b TO EXTEND TO CONTROL GABINET. 5. EACH END OF GABLE RUNS TO HAVE A MINIMUM OF A 4' DROP, AT EACH END OF EACH FINAL DESTINATION POINT. b, ALL VIDEO EQUIPMENT TO RUN ON SAME POWER PHASE. T• ELECT. CONTR. TO TAG EACH END OF GABLE RUNS WITH TAG, NUMBERS 8. ALL LOW VOLTAGE CONTROL AND ALARM AND VIDEO GABLES PROVIDED BY DIEBOLD AND INSTALLED BY ELECT. GONTR. 9. ALL CONDUIT, BOXES, GONERS, PULL WIRES, ELECT. SERVICES, PERMITS, GROUNDIN6, ETC., TO BE BY ELECT. GONTR. SPEC I, L CONV I TI ON: E.G. SHALL INCLUDE A GASH ALLOWANCE OF $5000.00 FOR ADDITIONAL WORK REQUIRED BY THE BANK EQUIPMENT SUPPLIER. ALL GASH ALLOWANCES SHALL BE ADMINISTERED BY THE ARCHITECT. Ck O E, CI E5T 4 WALL #163 SERIES 5EGUROMATIG AFTER HOUR5 N16K I GHUTE DEPOSITORY ALARM SYSTEM SPLICE BOX ELECT. SPLICE 3/4" CONDUIT TO ( II I BOX ALARM CONTROL GAB. I II POWER CIRCUIT CONDUIT 3 Q I I BE-11 EXTERIOR/ CUSTOMER 4 WALL ACCESS PLAN VIEN N 16HT DEPOSIT KEY NOTE �I THE FOLLOWING SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL COM A. ONE V LONG 1/2" 5EALTITE CONDUIT FOR ALARM CONNECTION BETWEEN DEPOSITORY HOUISINI6 AND 4 "x4" ALARM JMTION BOX. B. ONE 6 LON61 /2' 5EALTITE CONDUIT FOR ELEGTRIGAL CONNECTION BETWEEN DEP051TORY HOU51146 AND 2'x4' ELECTRICAL .IIXTION BOX. 02 ( ALARM) - ONE 3/4" GONRAT FROM ALARM CONTROL GABINET UNCTION BOX, TO 4'x4" .JUNCTION BOX LOCATED b" ABOVE TOP OF STEEL 5HROUD..UNCTION BOX TO HAVE ADAPTER FOR 1/2' 5EALTITE CONDUIT. ELECT. CONTR. TO PROVIDE SEALTITE BETWEEN JUNCTION BOX AND SPLICE BOX ON 5HRaV. 30 PON% - ONE 2'x4" OUTLET BOX WITH BLANK COVER. FROM TH15130X, ONE 1/2' 5EALTITE TO ELECTRICAL SPLICE BOX ON TOP OF SHROUD AND CONDUIT TO 115 VOLT 2 AMP A.G. SUPPLY FROM UIMTGHED CIRCUIT BREAKER CONTROLLED GKT. U4 BRANCH CIRCUIT TO PANEL INDICATED SECTION VICH DEPOSITORY SPECI NOTES: I. .JNJCTION BOXE5 TO BE LOCATED b" ABOVE TOP OF STEEL SHROUD..IUNGTION BOXES MUST BE WITHIN 5'-0 OF ELECTRICAL SUPPLY CONNECTION ON DEP051TORY HOU51N6. ELECT. CONTR_ SHALL PROVIDE AND INSTALL ALL GO"IT, JUNCTION BOXES, COVER PLATES, AL. SUPPLY, ELECTRICAL WIRING AND PULLIN6 OF ALARM WIRE. ALL CONNECTIONS TO UNIT PERFORMED BY ELECTRICAL GONTR. TO BE IN AGGORDANGE WITH DIE13OLD INSTRUCTIONS. DIEBOLD TO PROVIDE AND INSTALL I' 5TEEL SHROUD AROUND HEAD. 2. DIEBOLD SHALL FURNI514 AND INSTALL THE DEPOSITORY HEAD, REGEIVIN6 CHEST, ALARM E ELECTRICAL SPLICE BOXES ON TOP OF CHEST. PETAL L - N 16HT Dr=P051 T0R*i 5GALE: 1/2" = 1' -O ± P.E. PROJECT # 0530 ��H Eng ineerin g /nc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 *A M FRAS'E. O ti O � I q LCIS o � b � o -C ay �, f o E , L 41._ CHUTE Ck JIRJGTION BOXES SEE PLAN VIEW I 0 OPERATING CL - HEIGHT - - -}- I I I APPROX. 5' -5 1/4 FIELD VERIFY EXTERIOR--- KAU I CHEST DRIVEWAY I CAPACITY L 85 BA65 / FINISH FLOOR --_ -- SECTION VICH DEPOSITORY SPECI NOTES: I. .JNJCTION BOXE5 TO BE LOCATED b" ABOVE TOP OF STEEL SHROUD..IUNGTION BOXES MUST BE WITHIN 5'-0 OF ELECTRICAL SUPPLY CONNECTION ON DEP051TORY HOU51N6. ELECT. CONTR_ SHALL PROVIDE AND INSTALL ALL GO"IT, JUNCTION BOXES, COVER PLATES, AL. SUPPLY, ELECTRICAL WIRING AND PULLIN6 OF ALARM WIRE. ALL CONNECTIONS TO UNIT PERFORMED BY ELECTRICAL GONTR. TO BE IN AGGORDANGE WITH DIE13OLD INSTRUCTIONS. DIEBOLD TO PROVIDE AND INSTALL I' 5TEEL SHROUD AROUND HEAD. 2. DIEBOLD SHALL FURNI514 AND INSTALL THE DEPOSITORY HEAD, REGEIVIN6 CHEST, ALARM E ELECTRICAL SPLICE BOXES ON TOP OF CHEST. PETAL L - N 16HT Dr=P051 T0R*i 5GALE: 1/2" = 1' -O ± P.E. PROJECT # 0530 ��H Eng ineerin g /nc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 *A M FRAS'E. O ti O � I q LCIS o � b � o -C ay �, f o E , L 41._ W40LVSA I BM !zi 0 A O • �D i f f 1 �/ z �> w V O �W % W a W40LVSA I BM -- -.--THPUST BLOCK DRIVp-- ( DI v 6" EXlSiiN( WATERLINE C HECK VALVE i,' �- — lvv I T H, KFLOW P LY VALVES 1 TCHES I i / * BE ST - - I - 1 ' /4 -� AND DRAIN T FALL DP!f:' N,'j T" SCAIIE REVISIONS SUMMERS DRIVE FIRE SPRINKLER SITE PLAN SC,A,LLr-- 1/16' mo---maw NOTES STANDARD SYMBOLS OTY* ALARM CHECK VALVE N. - RISER KEY VALVE * FIRE HYDRANT r FIRE DEPT, CONNECTION - RISER O.S. & Y GATE VALVE K2 SWING CHECK VALVE W/DELUGE 'VALVE v i HEAD BELOW CEILING 4 EXIST UNDERGROUND - HEAD ABV & BELOW CEILING - SIDEWALL SUMMERS DRIVE FIRE SPRINKLER SITE PLAN SC,A,LLr-- 1/16' mo---maw NOTES HEAD COUNT SPRINKLERS I TYPE I DEGREE STANDARD SYMBOLS OTY* ALARM CHECK VALVE POST INDICATOR VALVE - RISER KEY VALVE * FIRE HYDRANT W/DRY- VALVE FIRE DEPT, CONNECTION - RISER O.S. & Y GATE VALVE K2 SWING CHECK VALVE W/DELUGE 'VALVE NEW UNDERGROUND HEAD BELOW CEILING 4 EXIST UNDERGROUND - HEAD ABV & BELOW CEILING - SIDEWALL 77 . .... k r - I 1" OUTLET HEAD COUNT SPRINKLERS I TYPE I DEGREE 1W - WATER MOTOR BELL EjK1 - ELECTRIC BELL Y - FLUSH FIRE DEPT. CONNECTION 4 xIctla-ulsice V27, K5.6 Modells V2700 and V2710 Standard spray Horizontal Sklewall and Rvcossod Horiotontal Sid*wall Standard and Ouick R--spon -- PRODUCT DESCRIPTION U—q TECHNICAL SPECIFICATIONS m"s- MAIERIAt, IN'&, cy, It I 0,4— S—; �7 164, I'm "Nsp, 0.4e PROJECT SITE SPRINKLER HEAD SYMBOLS STANDARD SYMBOLS OTY* ALARM CHECK VALVE POST INDICATOR VALVE - RISER KEY VALVE * FIRE HYDRANT W/DRY- VALVE FIRE DEPT, CONNECTION - RISER O.S. & Y GATE VALVE K2 SWING CHECK VALVE W/DELUGE 'VALVE NEW UNDERGROUND HEAD BELOW CEILING 4 EXIST UNDERGROUND 1W - WATER MOTOR BELL EjK1 - ELECTRIC BELL Y - FLUSH FIRE DEPT. CONNECTION 4 xIctla-ulsice V27, K5.6 Modells V2700 and V2710 Standard spray Horizontal Sklewall and Rvcossod Horiotontal Sid*wall Standard and Ouick R--spon -- PRODUCT DESCRIPTION U—q TECHNICAL SPECIFICATIONS m"s- MAIERIAt, IN'&, cy, It I 0,4— S—; �7 164, I'm "Nsp, 0.4e PROJECT SITE SPRINKLER HEAD SYMBOLS STANDARD SYMBOLS I ALARM CHECK VALVE A - RISER W/ALARM VALVE * - RISER W/DRY- VALVE 0.0 - RISER W/ELEC. FLOW SWITCH K2 - RISER W/DELUGE 'VALVE 1W - WATER MOTOR BELL EjK1 - ELECTRIC BELL Y - FLUSH FIRE DEPT. CONNECTION 4 xIctla-ulsice V27, K5.6 Modells V2700 and V2710 Standard spray Horizontal Sklewall and Rvcossod Horiotontal Sid*wall Standard and Ouick R--spon -- PRODUCT DESCRIPTION U—q TECHNICAL SPECIFICATIONS m"s- MAIERIAt, IN'&, cy, It I 0,4— S—; �7 164, I'm "Nsp, 0.4e PROJECT SITE SPRINKLER HEAD SYMBOLS • . ......... SCALE GRAPH INSPECTIONS 2. 3. 4. 48 1 il VI C I N ITY 0 "" s Tp'm'p IDN"o comm�A'Ts p,140 05.�ev, �tAsml-lj` COMMERCIAL & RESIDENTIAL SPRINKLER SYSTEMS 1105 IONA RD. P.O. BOX 2620 (208) 524-5230 FAX 524-2119 IDAHO FALLS, IDAHO 83403-2620 Z JOB No. SHEET No. DATE DRAWN BY 108 fPX-"50N P-,,/k SCALE V27, K5.6 \/i lc � Wdels V2703 V2704. V2707 Alld V270e I Slavedard Spray Uproqkt. Pwxllent and Recvsi-v4l P"wk4ot standaiI-4 alwi ots" At-ponse 1 � UPRIGHT ON 1/2" OUTLET M66UCT D ESCRIPTION PENDENT ON 112" OUTLET UPRIGHT ON 1" SPRIG 70L - PENDENT ON I" DROP - PENDENT HEAD BELOW CEILING - HEAD ABV & BELOW CEILING - SIDEWALL ON 1/2" OUTLET - SIDEWALL ON 1" OUTLET • . ......... SCALE GRAPH INSPECTIONS 2. 3. 4. 48 1 il VI C I N ITY 0 "" s Tp'm'p IDN"o comm�A'Ts p,140 05.�ev, �tAsml-lj` COMMERCIAL & RESIDENTIAL SPRINKLER SYSTEMS 1105 IONA RD. P.O. BOX 2620 (208) 524-5230 FAX 524-2119 IDAHO FALLS, IDAHO 83403-2620 Z JOB No. SHEET No. DATE DRAWN BY 108 fPX-"50N P-,,/k SCALE V27, K5.6 \/i lc � Wdels V2703 V2704. V2707 Alld V270e I Slavedard Spray Uproqkt. Pwxllent and Recvsi-v4l P"wk4ot standaiI-4 alwi ots" At-ponse 1 � M66UCT D ESCRIPTION TECHNICAL SPIECIFtCATtONS si— N.A— Cv— Th'—d si— 5lwrrurw j .. Lo. 4"m 060N, R.-9 4 CONCRETE INSERT HANGER Phillips Concrete Fastener or Equal. J Minimum Distance = 1" _j Concrete - Construction All Thread Rod -t MAIN FL(- FIRE SPRINKLER PLAN SCALE: 1/8"=V-0" Swivel Ping TOP BEAM WITH RETAINI RETAINING STRAP STEEL I BEAM OR BAR JOIST MODE;_ 300 MICHIGAN TOP BEAM CLAMP OR EQUAL W/LOCK NUT LINE HANGER c oo _ 0 tlS p GG�PGF �o PF ®��5 a R 1\0 0 8 12 16 24 SCALE GRAPH REVISIONS NOTES HEAD COUNT STANDARD SYMBOLS STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS INSPECTIONS COMMERCIAL & RESIDENTIAL SPRINKLER SYSTEMS A SPRINKLERS TYPE DEGREE CITY. POST INDICATOR VALVE -0- - UPRIGHT ON 1 2 OUTLET 1. 1105 IONA RD. P.O. BOX 2620 ALARM CHECK VALVE (208) 524-5230 FAX 524-2119 IDAHO FALLS, IDAHO 83403-2620 OF �5,6 A 7 VC7 >T< - KEY VALVE RISER W/ALARM VALVE - PENDENT ON 1 OUTLET 2. 3. _`5Y_" SHEET No. - FIRE HYDRANT RISER W/DRY VALVE - UPRIGHT ON 1 " SPRIG JOB No. ,7 1CV ONAV T Ov f5ACT77w - FIRE DEPT. CONNECTION 0-0 - RISER W/ELEC, FLOW SWITCH 70- - PENDENT ON 1"DROP 4. 5. DATE P'P("V1Vf P, L)�JF 7­0 TrIf tl/6/1 P,'jC'F7(0P - O�S� & Y GATE VALVE - RISER W/DELUGE VALVE - PENDENT HEAD BELOW CEILING OfftlAlf CPjfO/T UNION � rr[ C�< K2 r-,t Lj jpf� k,47"f C)Fr-r f 14JV0 r5 Pf P50N Xf,�5 N - SWING CHECK VALVE - WATER MOTOR BELL - HEAD ABV & BELOW CEILING D f - ELECTRIC BELL - SIDEWALL ON 112" OUTLET 4 5ON OPA/f _5 OF 4 ` 7_11 f - NEW UNDERGROUND RAWN BY 05 7)ffPIK- FF _ 01 A: = :4 - EXIST UNDERGROUND FLUSH FIRE DEPT. CONNECTION SIDEWALL ON 1' OUTLET SCALE 1/8 - -0 Pipe CLAMP N G S QAKANA\/ A,� k I W Ap A 7 rl k, 1 6C� 'Pm JcIEM 0 k, � 56 f ,[� N I ( :�F -- OND FLOOR FIRE '� P! ANI SCALE 11/8"=V-0" 0 q ge:.-- REVISIONS F,AlLi!Q� �' rr 15 OffrF, ANV r; NoIr � F,�cvf or ri�F ANT ! 7 PljON -nf VEE HEAD COUNT SPRINKLERS TYPE DEGREE vf 'v,!c OK �5,6- q 0 8 12 16 w oi SCALE GRAPH INSPECTIONS ■ JOB No. W �E�.� � � S y - �o N G� PL PLPN G\AW Sky&' COMMERCIAL WRESIDENTIAL SPRINKLER SYSTEMS 1 1 05 IONA RD. P.Q. BOX 2620 `30 FAX 524 ,08) 524-52 - -2119 IDAHO FALLS, IDAHO 83403-26 DATE J 0� L- ti - - " r LJN/c DRAWN BY - 7 iff PIK 1-5 O N 1) PV5 /08 SCALE ve I!,!) - � l u p& /0/1 / 10 I 0 I /\ �- A I V - - SHEET No. f "I STANDARD SYMBOLS STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS QTY. C>l< - POST INDICATOR VALVE ALARM CHECK VALVE UPRIGHT ON 112 OUTLET [>T-,l - KEY VALVE RISER "W /ALARM VALVE PENDENT ON 1/ OUTLET - FIRE HYDRANT RISER W/DRY VALVE UPRIGHT ON 1" SPRIG - FIRE DEPT. CONNECTiON 0-0 RISER W/ELEC. FLOW SWITCH PENDENT ON 1 " DROP - O.S. & Y GATE VALVE 0 RISER W/DELUGE VALVE PENDENT HEAD BELOW CEILING - SWING CHECK VALVE W WATER MOTOR BELL HEAD ABV & BELOW CEILING - NEW UNDERGROUND Cl<j ELECTRIC BELL '7 - SIDEWALL ON 1 /2" OUTLET EXIST UNDERGROUND FLUSH FIRE DEPT. CONNECTION - SIDEWALL ON 1 OUTLET 0 8 12 16 w oi SCALE GRAPH INSPECTIONS ■ JOB No. W �E�.� � � S y - �o N G� PL PLPN G\AW Sky&' COMMERCIAL WRESIDENTIAL SPRINKLER SYSTEMS 1 1 05 IONA RD. P.Q. BOX 2620 `30 FAX 524 ,08) 524-52 - -2119 IDAHO FALLS, IDAHO 83403-26 DATE J 0� L- ti - - " r LJN/c DRAWN BY - 7 iff PIK 1-5 O N 1) PV5 /08 SCALE ve I!,!) - � l u p& /0/1 / 10 I 0 I /\ �- A I V - - SHEET No. f "I i ON Am L I I vK'lN f �' « r >r • i it .. i t � FI r• +•r is P A NEL it i 9-i OKE / i &0 XNFLICT5 NTH OTHER • ! OR ROO 0 14 a FM - ;1 L OCATE i i P0 NOT •" ! •,' I • i' v to I i. ! f !O` ; U r• i i °r L OCATE D A a` ,. & CIRWT5 NTH ADDRE55ABLE DE VICES 2. MOUNT MAL 5TATION5 AT 46-4&* A.F.F. TO THE OPERATIN6 HANDLE NEED EOLR. (END OF LINE RE () NUMBER IN PARENTHE515 NEXT TO DEVICE DENOTES GANDELLA RATING IF MORE THAN 15, A B B,5 G D D.6 E El E.6 F F4 G e l l ? r-- VERIFY LOGATION ° WITH ARCHITECT �t' E VE5T ,� I j GABLE TP.A r 5Y5TEM ABOVE IOE c GEILIN645EE DETAIL, TH15 C�ft ".) r 120VOLT f GKT. E -12 r >« z L086Y CARC AREA OE ....��.._ Lw i I LOWY y a Ir t y, VERIFY I.UG�1,' �. ""_''o � I L ;, R �, , �rlaN o � I � -. � � , � NO SGA�LE wI TH ARC T (r ., DTI, s 5HT) , tiOW RM . UNTFR TELL -:RS MAIL t 7 cater R. 114 c� _w 114 MAIN LEVEL PLAN 5AALE: 1/16" = 1' -0" 1 D D.6 E Et El F FA co 5TORA"-,E 7 VERIFY LOCATION WI TH MEGH. a. l ELEVATOR POWER MODULE INTERLOCK W/F5MP 5TAIR (5EE DETAIL 5HT, E3.I) LW-XGAVATFD LO1NM,.. LEVEL PLAN 56ALE: IJIb" = 1'-0" w v `FIRE SPRINKLER 5Y5TEM HATER 67ONC SEE MECH. FOIR EXACT MOUNTING L06ATION o TYPICAL NOTIFICATION APPLIANCE CIRCUIT 2 #14 EOL TYPICAL INITIATING 2 #IS DEVICE GIRGUIT V EOL FIRE 5PRINK 5Y5TEM WATER FLOW 5W, 2 #15 - -.—'�— EOL FIRE 5PRINK 5Y5TEM SEE 5PRINK. SY'5TEM DWG5, VALVE TAMPER 5W. FOR LO( ATION5 AND QUANTITIES 2 #18 EOL AT EACH R15ER LOCATION, - ---M-_ REMOTE ANNUNCIATOR 2#I6/2 THEE GIRGUIT 2 #22/4 MEGH. E0UIPMEMT L �► FAN SHUT DOWN DUCT DET., ETC, (IF REQUIRED) - --=- TO TELEPHONE HOARD NITOKrA FORE! SPRINIONOLER z" ON Am L I I vK'lN •• ' ALLOW H ORN / 5TROB T O BE i ' ! AT A HEI6HT RAN6E 5, DO NOT ! 2500 MET ON r r • i DEWE FIN DO BETH5EN bO TO ",' ABOVE FIN15H FLOOR THE PREFERRED HE16HT 15 NOT EXC 120 DEVIC ON ONE !P e PEME • &0 XNFLICT5 NTH OTHER • ! OR ROO p L OCATE i i P0 NOT •" ! •,' I ALL AIR HAND E ii• it M OR E HORN /5T ROBE5 IN A GOM ROOM OR LINE OF C7 BE !O` ; U r• i i °r L OCATE D A a` ,. & CIRWT5 NTH ADDRE55ABLE DE VICES 2. MOUNT MAL 5TATION5 AT 46-4&* A.F.F. TO THE OPERATIN6 HANDLE NEED EOLR. (END OF LINE RE T O MEET ADA e • 3. 5. ALL HIRIN6 AN C ON CUT R T BE AS VE5CRIBE ON P` r i. SU ! IN 5TALL G ONDUGTOR ELEGTRICAL C ONTRA( 94 0 P r ... ,• M ONITOR P LAN 15 i F 6+. , r , G, PER • 5 , w• rr A ND PER Fr . L OGATION AND LAYO(fti ! NEC REGV IREMENT5. THE : •. • M ONITO RIN6 SYSTEM T BE i' : 4. ri NOT IN5TALL ANY 5MOKE OR HEAT ! it FEET OF .. ! . r . REG A AR EMENT5. ANY AIR PIFFV5ER. CA 5L M TR A* NOITS 1. E.G. 54ALL PROVIDE AND INSTALL ALL GOMPONENT5 AS DESCRIBED ON TH15 DWG. AND IN THE 5PEGIFIGATION5. ALONG WITH ALL M15C. COMPONENT5 REQUIRED FOR A COMPLETE TRAY SYSTEM. 2. THE ELECTRICAL CONTRACTOR 15 RE5PON5I13LE FOR ALL COORDINATION INGLUDIN6 5TRUCTURAL, HVAG, PIPING, FIRE SPRINK. ETC. MAKE NE(E56ARY AD.IU5TMENT5 TO ACCOMMODATE THESE TRADES. 3. ALL TURNS IN ANY DIRECTION OR PLANE SHALL BE RADIU5ED. NO SHARP CORNERS ARE PERMISSIBLE. GA 5LF. TRAY 5`1 EL EGT. GONTR SHALL PROVIDE AND INSTALL A COMPLETE STEEL WIRE MESH GABLE TRAY 5f!�TEM FOR ROUTIW7 DATA AND /OR COMMUNICATIONS GABLE. 5U5Pf_TtD AND SUPPORT FROM BLD6 5TRUGTURE, U51NC7 3/8" ALLTHREAD. SUPPORT AS RECOMMENDED BY MANUFACTURER. TRAY DIMENSIONS SHALL BE 12 'W x 2"0. UTILIZE RADIU5ED ELBOWS AND TEES, SHARP 4 10`5, ARE NOT ACCEPTABLE. NOTE THAT TH15 TRAY SYSTEM HA5 BEEN SELECTED TO FACILITATE EASE OF ROUTING UP/ OVER /AROUND EXI5TIN6 OR NEW DUGTHORK, PIPING, AND OWNER EQUIPMENT. TH15 N5TALLATION W1LL REQUIRE FIELD MODiFiGATM TO MEET SPECIFIED GLEARANCE-5. PROVISION5 FOR THIS TYPE OF ENVIRONMENT SHALL BE INCLUDED IN THE BASE 510. ACCEPTABLE MANUFACTURERS- EZ TRAY BY GABOLOFIL AND FLEX TRAY BY 65 METALS. i • i rf ' . • � r STEEL HAN6ER E.G. SHALL. MAINTAIN 12" MIN, ABOVE GABLi TRAY. (TYPICAL) .0 FI RE 5MWLER MONITORIN6 s !r r O R CABLE ROUTINS 94ALL BE DETERMINED : r FIR C O` OR5 TO tvIEET THE SPECIFIED DE516N 9J5MIT SHOP VRAWIN&5 AND REGIURED CALCULATIONS TO THE AUTH ( r • OBTAIN OF AGGEPTANGE OF THE PROP05ED SYSTEM. INGLLVE WITH GA>5LI! TIDY GUTTINtS TOOL GABLE TRAY "' AS SPECIFIED) ENLARGED VIEW .. no r v z E3,3R p �E'. 1. fff "f/'✓ r fi J?tf6 !r'F,. � i / f >d�f ���.^'�.: A B 0 i 00 i E u7 UPPER LEVEL PLAN SCALE: 1/16" = 1' -0" E.6 B B. ao 0 J III =_ I\ 0 9 - -- Q_ — - r7 — VERIFY�LOCATION WITH A (.HITFr.T STEM ABOVE ETAIL, THIS SHT.) D.6 E E.1 E.6 F F.4 G MAIN LEVEL PLAN SCALE: 1/16" = 1' -0 SYSTEM ABOVE DETAIL, THIS SHT.) FIRE SPRINKLER MONITOR SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING _ FIRE SPRINKLER SYSTEM MONITOR PANEL WALL - TOP @ 6' -0 _ FIRE SPRINKLER SYSTEM ANNUNCIATOR PANEL WALL - TOP @ 5' -0 SMOKE DETECTOR CEILING (* HORN / STROBE WALL @ 80" w PULL STATION WALL @ 48" HVAC EQUIP. FAN SHUT -DOWN SEE MECH. FIRE SPRINKLER SYSTEM TAMPER SWITCH SEE FIRE SPRINK. DWGS FIRE SPRINKLER SYSTEM FLOW SWITCH SEE FIRE SPRINK. DWGS FIRE RISER WATER GONG (120 VOLT) SEE FIRE SPRINK. DWGS ( *) NUMBER IN PARENTHESIS NEXT TO DEVICE DENOTES CANDELLA RATING IF MORE THAN 15. KEY NOTES FIRE SPRINKLER SYSTEM MONITORING NOTES: TYPICAL NOTIFICATION APPLIANCE CIRCUIT 2 #14 - Al- EOL TYPICAL INITIATING DEVICE CIRCUIT 2 #18 EOL FIRE SPRINK SYSTEM WATER FLOW SW. 2 18 EOL FIRE SPRINK SYSTEM SEE SPRINK. SYSTEM DWGS. VALVE TAMPER SW. FOR LOCATIONS AND QUANTITIES 2 #18 AT EACH RISER LOCATION. �- EOL REMOTE ANNUNCIATOR 2 #16/2 TWSP CIRCUIT 2 #14 AWG 2 #18 MECH. EQUIPMENT r _ FAN SHUT DOWN 120 VOLT DUCT DET., ETC. (IF REQUIRED) CKT. E - 12 2 22/4 TO TELEPHONE BOARD CONDUIT (TYP) FIRE SPRINKLER SYSTEM MONITOR PANEL NO SCALE CABLE TRAY NOTES 1. E.C. SHALL PROVIDE AND INSTALL ALL COMPONENTS AS DESCRIBED ON THIS DWG. AND IN THE SPECIFICATIONS. ALONG WITH ALL MISC. COMPONENTS REQUIRED FOR A COMPLETE TRAY SYSTEM. 2. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION INCLUDING STRUCTURAL, HVAC, PIPING, FIRE SPRINK. ETC. MAKE NECESSARY ADJUSTMENTS TO ACCOMMODATE THESE TRADES. 3. ALL TURNS IN ANY DIRECTION OR PLANE SHALL BE RADIUSED. NO SHARP CORNERS ARE PERMISSIBLE. CABLE TRAY SYSTEM: (1 WATER GONG, 120 VOLT. CONNECT TO NEAREST AVAILABLE 120 VOLT UNSWITCHED NON— LIGHTING CIRCUIT. O PROVIDE THREE 4" CONDUITS FROM ABOVE CABLE TRAY SYSTEM ON MAIN LEVEL, THROUGH FLOOR OF SECOND LEVEL AT SERVER RM. EXACT TERMINATION POINT TO BE FIELD DETERMINED. O PROVIDE THREE 4" CONDUITS UP THROUGH MAIN LEVEL FLOOR TO ABOVE CEILING OF MAIN LEVEL, NEAR CABLE TRAY ACCESS. EXACT ROUTING TO BE FIELD DETERMINED. 1 NFPA ALLOWS HORN / STROBES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80 ". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96 ". ALL HORN / STROBES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. 2. MOUNT PULL STATIONS AT 46 -48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. 3. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE SPRINK. SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS. 4. DO NOT INSTALL ANY SMOKE OR HEAT DETECTOR WITHIN 3 FEET OF ANY AIR DIFFUSER. ELECT. CONTR. SHALL PROVIDE AND INSTALL A COMPLETE STEEL WIRE MESH CABLE TRAY SYSTEM FOR ROUTING DATA AND /OR COMMUNICATIONS CABLE. SUSPEND AND SUPPORT FROM BLDG. STRUCTURE, USING 3/8" ALLTHREAD. SUPPORT AS RECOMMENDED BY MANUFACTURER. TRAY DIMENSIONS SHALL BE 12 "W x 2 "D. UTILIZE RADIUSED ELBOWS AND TEES. SHARP 90'S, ARE NOT ACCEPTABLE. NOTE THAT THIS TRAY SYSTEM HAS BEEN SELECTED TO FACILITATE EASE OF ROUTING UP /OVER /AROUND EXISTING OR NEW DUCTWORK, PIPING, AND OTHER EQUIPMENT. THIS INSTALLATION WILL REQUIRE FIELD MODIFICATION TO MEET SPECIFIED CLEARANCES. PROVISIONS FOR THIS TYPE OF ENVIRONMENT SHALL BE INCLUDED IN THE BASE BID. ACCEPTABLE MANUFACTURERS: EZ TRAY BY CABOLOFIL AND FLEX TRAY BY GS METALS. �/n iii ninren nnn E.0 12" TRI PECIFIED) ENLARGED VIEW ANAL STER 6 O� 8270 0 E OF \ODD PP/ IN o� I o LO 0 0 CQ q � I q o o � � r ni 0 co I b � v W W V 1::L� H V nZI q � E-+ O � y ; o�o • IN o� I o LO 0 0 CQ q � I q o o � � r ni 0 co I b � v W W V 1::L� H V nZI q � E-+ h W 0 SHEET: LOWER LEVEL PLAN SCALE: 1/16" = 1' -0" "-FIRE SPRINKLER SYSTEM WATER GONG SEE MECH. FOR EXACT MOUNTING LOCATION 0 TYPICAL CABLE TRAY MOUNTING DETAIL 3 . DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN. 6. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE SPRINK. ACTIVATION AS PER LIFE SAFETY CODES. 7. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS). 8. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE SPRINK. MONITOR PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY. 9 • THE FIRE SPRINKLER SYSTEM MONITORING SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. SPECIAL NOTE: * FIRE SPRINKLER MONITORING SYSTEM CONDUIT AND OR CABLE ROUTING, SHALL BE DETERMINED BY THE ELECTRICAL AND FIRE SPRINKLER CONTRACTORS, TO MEET THE SPECIFIED DESIGN CRITERIA. * SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM. INCLUDE WITH SHOP DRAWINGS SUBMITTAL TO ENGINEER. OFF —SET BOLT CUTTER An unu0uuuu�uuna O U Lj �uuuuaumuuuu A A 6 ANGLED BLADES OFF —SET BLADES 9 114� //I/- SECTION A -A SECTION B -B CABLE TRAY CUTTING TOOL P.E. PROJECT # 0530 9 A Y N E gicee Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho $3201 tel (208) 232 -4439 fax (208) 232 -1435 U E— C) W R' h E�3. D.6 E E.1 y F F.4 G O o�o o �=) w h W 0 SHEET: LOWER LEVEL PLAN SCALE: 1/16" = 1' -0" "-FIRE SPRINKLER SYSTEM WATER GONG SEE MECH. FOR EXACT MOUNTING LOCATION 0 TYPICAL CABLE TRAY MOUNTING DETAIL 3 . DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN. 6. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE SPRINK. ACTIVATION AS PER LIFE SAFETY CODES. 7. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS). 8. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE SPRINK. MONITOR PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY. 9 • THE FIRE SPRINKLER SYSTEM MONITORING SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. SPECIAL NOTE: * FIRE SPRINKLER MONITORING SYSTEM CONDUIT AND OR CABLE ROUTING, SHALL BE DETERMINED BY THE ELECTRICAL AND FIRE SPRINKLER CONTRACTORS, TO MEET THE SPECIFIED DESIGN CRITERIA. * SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM. INCLUDE WITH SHOP DRAWINGS SUBMITTAL TO ENGINEER. OFF —SET BOLT CUTTER An unu0uuuu�uuna O U Lj �uuuuaumuuuu A A 6 ANGLED BLADES OFF —SET BLADES 9 114� //I/- SECTION A -A SECTION B -B CABLE TRAY CUTTING TOOL P.E. PROJECT # 0530 9 A Y N E gicee Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho $3201 tel (208) 232 -4439 fax (208) 232 -1435 U E— C) W R' h E�3. D.6 E E.1 y F F.4 G