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HomeMy WebLinkAbout813 Pine Ave (a)RNF AVENUE GATE PLAN N( SCALE 1/16 " = 1'a0" 0 REAL PROPERTY DESCRIPTION: LOTS 2, 39 Z AND 8 TOGETHER WITH THE SOUTH 1/2 OF LOT 6, BLOCK 10 TIER C. E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1. PAGE 56 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA MAILING ADDRESS 813 PINE AVENUE SANFORD, FLORIDA, 32771 ZONING CLASSIFICATION ZONING DISTRICT LAND USE CATEGORY BUILDING SETBACKS, CODE/ACTUAL FRONT REAR INTERIOR SIDE STREET SIDE ACCESSORY MAX, BUILDING AREA OPEN SPACE MAX, BUILDING HIEGHT FLOOR AREA RATIO AREA REGULATIONS SITE AREA MAX. FLOOR / AREA RATIO MAX. FLOOR AREA NEW BUILDING AREA EXISTING BUILDING AREA TOTAL FLOOR AREA OFF—STREET PARKING SPACE REQUIREMENT MIN, NUMBER OF SPACES SEAT NUMBER OF SEATS AT SANTUARY TOTAL REQUIRED PARKING SPACES CONSTRUCTION TYPE OCCUPANT LOAD FIRE PROTECTIVE CONSTRUCTION FIRE SPRINKLED a SR -1 RESIDENTIAL PUBLIC & SEMI—PUBLIC (CHURCH) 25 FEET/ 17.6 FEET EXISTING 20 FEET/ 20.07 FEET 7.5 FEET/ 24.58 FEET EXISTING 10 FEET / 9,92 FEET EXISTING 4 FEET / NA 35 50 35 FEET NA 36865.34 S.F. 3596 12902.87 S.F. / 4215.556 S.F. 5462,835 S.F.-- �6i8.:91 S.F. TYPE IV—UNPROTECTED 200 PEOPLE NONE NO 11&5 E. PLANT STREET 401-011-1100: F hone 5U1Tr g 401-011-1108 Fax WINTER CaARDEN, FLORIDA 341al Email: 5k�5inc�aol.�om PTO - W., 1035 6. &EMORAN EsLr., 3UITE 1040 WINTER PARK, FLORIDA 32192 PHONE <401! h10-9100 FAX e4o1> f la—Z yVa EMAIL: COP60EARTHLINKNET FNCsINEERING SERVICES GROUP, INC. JAMES LEE SMITH, BSE, PE PROFESSIONAL ENC-. 36111 1229 FAIRBANKS AVE„ SUITE "B" (WINTER PARK, FLORIDA 32189 PHONE: 401-140-11II FAX: 401-140-1&5& j 'Wf rHOUT AN1FFIC1, I._ 5"_-' 'L. AND JirzP.:;TLi;T: l I CERTIFY THIS 6lIILDINCx 16 ! DESIGNED IN ACCORDANCE .PATH C+IAPTER I60& OF THE." FOC FOR 110 MPH. 4" CONC. SLAB W/ E W1,4X1.4 WWF OVER POLYETHYLENE VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL DENOTES CONIC. FILL F W/1-#5 BAR EXTENC FROM TOP OF SLAB HOOKED INTO CONT. FILLED COURSE ABOV BOTTOM OF STI_ BAR VERT. DOWEL EXTEND HOOKED INTO BOTTOM FTG. LAB BARD MIN. 8" THICKENED SLAB EDGE W/1-#5 BAR CONT. 2'X2' '10" THICK COI` PAD W 3-#5 BARS E WAY (FYP.) 4" THICK CON,. XAlAl _., —. .. _. .�...-.... l.. ..-, n vim, .. r. ri nr.ii r, r�nir• NORTH • . ` _L F70 � _ • 1/8)f = V-0" SCALE 3/4" = V-0" 4' GONG. SLAB W/ 6"X(3" - W1 .4X 1 .4 WWF OVER CLEAN, COMPACTED, TERMITE TREATED FILL, 3X3X1/4" STEEL TUBE COOL MN W/8"X8" BASE PLATE GROUT SLAB VOIDS AfvTER COLUMNS SET IN PLACE 4-1/2" 0 "J" BOLTS SET INTO CONC. FOOTING Cc9 EACH COLUMN LOCATION 2'X2'X10" DEEP CONC. PAD FTG. W/ 3-#5 STEEL BARS EA. WAY & LOCATED @ EA. COLUMN LOCATION CUSTOM AW C*AFrW SfflRVkWA, Or, 1035 $. $EMOFLM! BLVD, SUITE 1040 WINTER F'ARK, FLORIDA 32192 FHaw c401) 6la-elvo FAX (401) 615-515a FB TAIL, CDD90EA.RtHLINCNET ENGINEERING 5ERVICE5 GROUP, INC. JAMES LEE 5MITI-I, F35E, FE PROFESSIONAL ENCS. 3roIl1 1229 FAIR.5ANKS AVE., SUITE "15" WINTER MARK, FLORIDA 32189 PHONE: 40-1--140-1111 FAX: 401-140-1Ca56 J U UA, TH_ UJINI-2 7? NOT �(I::, LUIT1ir;-U Art c7FFk__;!XL. 5EAL ' � JJ I CERTIFY THIS IBUILDING 15 DESIGNED IN ACCORDANCE ,WITH CHAPTER V606 01' THEY, F6C FOR 110 MPH. , r � lij M4 - 1� CUSTOM AW C*AFrW SfflRVkWA, Or, 1035 $. $EMOFLM! BLVD, SUITE 1040 WINTER F'ARK, FLORIDA 32192 FHaw c401) 6la-elvo FAX (401) 615-515a FB TAIL, CDD90EA.RtHLINCNET ENGINEERING 5ERVICE5 GROUP, INC. JAMES LEE 5MITI-I, F35E, FE PROFESSIONAL ENCS. 3roIl1 1229 FAIR.5ANKS AVE., SUITE "15" WINTER MARK, FLORIDA 32189 PHONE: 40-1--140-1111 FAX: 401-140-1Ca56 J U UA, TH_ UJINI-2 7? NOT �(I::, LUIT1ir;-U Art c7FFk__;!XL. 5EAL ' � JJ I CERTIFY THIS IBUILDING 15 DESIGNED IN ACCORDANCE ,WITH CHAPTER V606 01' THEY, F6C FOR 110 MPH. , lij 1� �. 77 cn - — i i CUSTOM AW C*AFrW SfflRVkWA, Or, 1035 $. $EMOFLM! BLVD, SUITE 1040 WINTER F'ARK, FLORIDA 32192 FHaw c401) 6la-elvo FAX (401) 615-515a FB TAIL, CDD90EA.RtHLINCNET ENGINEERING 5ERVICE5 GROUP, INC. JAMES LEE 5MITI-I, F35E, FE PROFESSIONAL ENCS. 3roIl1 1229 FAIR.5ANKS AVE., SUITE "15" WINTER MARK, FLORIDA 32189 PHONE: 40-1--140-1111 FAX: 401-140-1Ca56 J U UA, TH_ UJINI-2 7? NOT �(I::, LUIT1ir;-U Art c7FFk__;!XL. 5EAL ' � JJ I CERTIFY THIS IBUILDING 15 DESIGNED IN ACCORDANCE ,WITH CHAPTER V606 01' THEY, F6C FOR 110 MPH. , 0 0 16'-8" FLOOR PLAN NORTH 1/8" -- 1'-0„ 42'-4" NO. RW1( NM NO. O 1 R WAM DETAIIS cEwG HARDWARE WOOD FRIM BM NO= Uff SOUM WW FRW NT. 101 CORRIDOR CTI RB XP XP XP XP SOLID CORE q' 4 102 OFFICE CP RB GP GP CP GP LA q, 103 OFFICE CP RB GP GP CP XP LA q, 104 BATHROOM CT2 C( GP GP/CT CT XP CP q' 105 MULTIPURPOSE ROOM CTI RB GP GP GP GP LA q' 106 RECORDS CTI RB GP GP GP GP LA q' 107 CORRIDOR CTI PB GP GP GP CP LA q, 106 VESTIBULE CT2 CT GP GP GP GP GP q' IOq WOMENS RESTROOM CT2 CT CT3 GP GP GP GP q, 110 HANDICAP RESTROOM CT2 CT GP/CT3 CT3 GP/CT3 GP/CT3 GP q, III VESTIBULE CT2 CT GP GP CP GP q, 112 MENS RESTROOM CT2 CT CT3 GP C13 GP C.P q' 113 CLASSROOM CT RB GP GP G'P CP LA I 114 CLASSROOM CTI R13 GP GP CP CP LA 11' 115 CLASSROOM CTI PB GP GP CP GP LA 11' 116 VESTIBULE CT I RB GP GP GP GP LA 11' 117 MECHANICAL CTI RB GP GP CP CP EX IIS STORAGE CTI RB CP GP CP GP LA 11' IIq FELLOWSHIP HALL CTI RB GP GP GP GP LA II' 120 STORAGE CTI PB GP GP CP GP LA 11' 121 KITCHEN CTI RB GP GP CP CP GP 122 WALKWAY 123 WALKWAY FLOORS CP CARPET CTI CERAMIC FLOOR TILE I CT2 CERAMIC FLOOR TILE 2 Bm RB RESILIENT BASE CT CERAMIC FLOOR TILE - COVER 13A E CP GYPSUM BOARD, PAINTED CT3 CERAMIC WALL TILE 3 XP EXISTINC WALL, PAINT CP GYPSUM BOAPD, PAINTED LA 2x2 LAYIN CEILING EX EXPOSED STRUCTURE FINISH SCHEDULE a I WMDOW DOOR SCHEDULE NO. O 1 DOOR SIZE PR 3'-0" x 1'-0" MATERIALS DETAIIS REMARKS HARDWARE WOOD WOOp THE 13/all SOLID CORE W/ REMOVA5LE CENTER POST v PANIC HARDWARE, 2 HOUR RATED 2 3'-0" x 1'-0" WOOD WOOD 13/51, 50LIP CORE LEVER 3 3'-0" x 1'-0" WOOD WOOD 13/8" SOLID CORE PANIC HARDWARE, 2 HOUR RATED 4 0 E-4 6 m 5 7 8 8 J 7 ®� 10 V 8 w it � 9 10 n - 11 12 V J a I WMDOW SCHEDULE NO. WINDOW SIZE MATERIAIS REmApm GLEAR ALUMNIUM 1 4'-0" x 5'-O" FIXED GLA55 2 4'-0" x 5'-O" CLEAR ALUMNIUM SINGLE HUNG 3 V-0" x 1'-O" CLEAR WOOD SIDE LIGHTS 4 En J 0 E-4 6 m 7 8 J ®� 10 V w it � 12 CXOTCH VMW" AND PRAKM O, IPI 1035 6. SEMOR44 OLYD., WITE 1040 WINTER PARK FLORIDA 32102 F14G (401)6lS•SlfDO FAX (491) 6"16 -a -l" EMAIL, CDDB.EARTHLNKkaT ENGINEERING 5ERVICEB GROUP, INC. JAMES LEE 5MITH, 65E, PE PR0F£5510NAL ENG. 36111 1229 FAIR5ANK5 AVE., SUITE "ES" WINTER PARK, FLORIDA 32183 PHONE, 401-140-1111 FAX. 401-140-1656 i5 NO r1Nr `a( [VALiP � I CERTIFY THIS 6UILDING: 10 DE5IGNED IN ACCORDANCE \ .U11TI GHAFTER 1606 OF THE/- F6C FOR 119 MPH. , �HEJ HXT Df AWM 11LE l r� V ) En CL 0 E-4 0 m ®� V w v J � V n - V J CXOTCH VMW" AND PRAKM O, IPI 1035 6. SEMOR44 OLYD., WITE 1040 WINTER PARK FLORIDA 32102 F14G (401)6lS•SlfDO FAX (491) 6"16 -a -l" EMAIL, CDDB.EARTHLNKkaT ENGINEERING 5ERVICEB GROUP, INC. JAMES LEE 5MITH, 65E, PE PR0F£5510NAL ENG. 36111 1229 FAIR5ANK5 AVE., SUITE "ES" WINTER PARK, FLORIDA 32183 PHONE, 401-140-1111 FAX. 401-140-1656 i5 NO r1Nr `a( [VALiP � I CERTIFY THIS 6UILDING: 10 DE5IGNED IN ACCORDANCE \ .U11TI GHAFTER 1606 OF THE/- F6C FOR 119 MPH. , �HEJ HXT Df AWM 11LE l 6 WUUU LAF'F LU JIUII'4U UVLN BUILDING PAPER OVER 5/8" CDX PLYWOOD SHEATHING WEST ELEVATION 1/822 = l' -o" \-2 COAT STUCCO—'\ NORTH ELEVATION 1 /8" = 1 '- 0" EAST ELEVATION COMPSITION FIBER GLASS SHINGLES OVER 2-15# FELT ON 5/8" CDX PLYWOOD SHEATHING. 6" WOOD LAPPED SIDING OVER BUILDING PAPER OVER FIXED GLASS W/ ALUM. 5/8" CDX PLAYWOOD FRAME. SHEATHING =:Jr 12 41 OFFICE CORRIDOR 2 COAT STUCCO k -I 11 11 `,., 8"X8"X16" CONC. BLOCKS W/STRUCK JOINTS & PAINTED. SECTION 2 SECTION 1 1/4)) _ V-0)) WOMEN RESTROOM 12 14 (w" OATCH Mil Aim , W.., 1035 8. 3EhiORAN MVP., SUITE 1040 WINTER. PARK, FLORIDA 32192 P"GW <401) 618-W FAX 1491) 698-8188 EMAIL. -i CPP13aEARTI4WNKNFT ENGINEERIN6 5ERVICE5 GRouf-, INC. JAME5 I -FF SMITH, E�5E, PF PR0FE5810NA! ENG, *111 1229 FAIRBANK5 AVE., 51.117E WINTER PAFK, FLORIDA 32189 tPNONE: 401-140-1111 FAX: 401-140-1656 1 , � A�dP �31c:�rd,aTUF�� J I CERTIFY THIP, MILFIlWa 15 PE5IGNEP IN ACCORPMCE ; WITH C44APTER !6 OF THE, FoG FOR 110 MPH. , CHMPM molm PLT WAM HXr DMWM ME HAM SHEET Lin s n- P4 - .� P4 0 s y J (w" OATCH Mil Aim , W.., 1035 8. 3EhiORAN MVP., SUITE 1040 WINTER. PARK, FLORIDA 32192 P"GW <401) 618-W FAX 1491) 698-8188 EMAIL. -i CPP13aEARTI4WNKNFT ENGINEERIN6 5ERVICE5 GRouf-, INC. JAME5 I -FF SMITH, E�5E, PF PR0FE5810NA! ENG, *111 1229 FAIRBANK5 AVE., 51.117E WINTER PAFK, FLORIDA 32189 tPNONE: 401-140-1111 FAX: 401-140-1656 1 , � A�dP �31c:�rd,aTUF�� J I CERTIFY THIP, MILFIlWa 15 PE5IGNEP IN ACCORPMCE ; WITH C44APTER !6 OF THE, FoG FOR 110 MPH. , CHMPM molm PLT WAM HXr DMWM ME HAM SHEET m cm DPOKINS 89PIVKZ6, WC, 1035 5.5EMORAN BLVD., WITE 1040 WINTER PAW, FLORIDA 321152 PHCVE (401) Gla -aloe FAX (4011 618-81W Et-141L, CDD9,*rAKtPI-IW-N--T ENGINEERING SERVICES r lRoul-, INC. JAMES LEE $MITH, BSE, PE PROFESSIONAL ENG. 36111 1229 FAIRBANKS AVE, SUITE 1150 WINTER PAW, FLORIDA 332109 PHONE: 401-140-1111 FAX: 401-140-1656 ull-i i-iOl � I ' !v C{�ry:(F.,:I,.m ,� . -,ti �. I CERTIFY THIS BUILDING* 15 DE51C-e-ED IN ACCORDANCE ',UTFI T cWAprzR FBG FOR OF TH5, 10 NPH. mm IPLr WA -'"A,5 NOTED SHEET NUMBER: -- — — — — — — — — — — — ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------------------ ------ ------ ------ ------ ------ ------ — - — - — - — - — - — - ---------------- — — — — — — ------ ------ - - - - --------- L I I I I I I ---------------------------------- I--�-I�-_---_--� - ( I \\\• - ------ ------ 00-1, D ------ ------ ------ ------ DE ------ ------ u ------ ------ I— ---------------- 1U) ------ ------ L U) -- — - — - — - — - — - r----7-'] -- — - — - — - — - — - -- — - — - — - — - — - — - — -- — - — - — - — - — - — - — - — - — - — - — - — -- -- — - — - — - — - — - -- — - — - — - — - — - — - — - — - — - — - — -- — - — - — - — - — - — -- FRAM E B" -- — - — - — - — - — - — - — - — - — - — - — - -- — - — - — - — - — - -- — - — - — - — - — ---- -- — - — - — - — - — - -- — - — - — - — - — - -- — - — - — - — - — - -- — - — - — - — - — - — - — - — - — - — - — -- — - — - — - — - — - — -- — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — -- — - — - — - — - — - — - I j— I j -- — - — - — - — - — - -- — - — - — - — - — - -- — - — - — - — - — - -- — - — - — - — - — - -- — - — - — - — - — - -- — - — - — - — - — - -- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -- — - — - — - — - — - — - — - — - — - — - — - — -- — - — - — - — - — - — -- — - — - — - — - — - — -- — - — - — - — - — - — - -� j' L----------------- --------------- pq P4 < -0" z 44d 2'- 2'- 0 0 co c z FRAM E "A" IiOo-] "0:4 SCALE I/Ir - T -W ___ FRAME "C" 45'-4" 31'-,�" ::� FRAME B 25'-3" FRAME "A" SCALE 1/8* -T-W GLIbiOM DF1 ANp COARNG GEPWICM, HM 1035 5. 6EMORAN BLVD.,ITE 1040 WINTER PARC, FLORIDA321132 PHONE (401) 6-18-a190 FAX (401) i5la-91w WAIL, C4D0e-I!A;UHUWN5T ENGINEERING 5ERVICES GF'ouf-' INC, JAMEB LEE SMITH, 155F, PE PROFESVONAL ENG. 36111 1229 FAIRBANKS AVE, SUITE "B" WINTER PAW, FLORIDA 32139 1-14ONE, 401-140-1111 FAX: 4(01-140-1056 V! "'OLIT AN OrFIC14.L SEAL -4r) 5!r -::NATURE I CERTIFY THIS CUILDING 15 PE51C+EP IN ACGORDMGE 'LUIT" CHAPTER 1601, OF THF,' 170C FOR Ile) Wi4, u 00-1, D DE u I— 1U) L U) Z GLIbiOM DF1 ANp COARNG GEPWICM, HM 1035 5. 6EMORAN BLVD.,ITE 1040 WINTER PARC, FLORIDA321132 PHONE (401) 6-18-a190 FAX (401) i5la-91w WAIL, C4D0e-I!A;UHUWN5T ENGINEERING 5ERVICES GF'ouf-' INC, JAMEB LEE SMITH, 155F, PE PROFESVONAL ENG. 36111 1229 FAIRBANKS AVE, SUITE "B" WINTER PAW, FLORIDA 32139 1-14ONE, 401-140-1111 FAX: 4(01-140-1056 V! "'OLIT AN OrFIC14.L SEAL -4r) 5!r -::NATURE I CERTIFY THIS CUILDING 15 PE51C+EP IN ACGORDMGE 'LUIT" CHAPTER 1601, OF THF,' 170C FOR Ile) Wi4, u 00-1, D DE u I— V) I-- Z CL 0 " E-4 o M z � pq P4 < z 44d 0 co c z cr) E-4 GLIbiOM DF1 ANp COARNG GEPWICM, HM 1035 5. 6EMORAN BLVD.,ITE 1040 WINTER PARC, FLORIDA321132 PHONE (401) 6-18-a190 FAX (401) i5la-91w WAIL, C4D0e-I!A;UHUWN5T ENGINEERING 5ERVICES GF'ouf-' INC, JAMEB LEE SMITH, 155F, PE PROFESVONAL ENG. 36111 1229 FAIRBANKS AVE, SUITE "B" WINTER PAW, FLORIDA 32139 1-14ONE, 401-140-1111 FAX: 4(01-140-1056 V! "'OLIT AN OrFIC14.L SEAL -4r) 5!r -::NATURE I CERTIFY THIS CUILDING 15 PE51C+EP IN ACGORDMGE 'LUIT" CHAPTER 1601, OF THF,' 170C FOR Ile) Wi4, ,-1.11 F -T F) A L)TI rION 4 7 D C 2, 6" 12i L 74" TT 1 1, 18. 1, 3'-6' U.O.N. H. C. T©LET TOILET PARTITION T TOLET INSULATE EXPOSED H.W. AND DRAIN LI WHERE H.W. IS PROVIDED STANDARD MOUNTING LOCATIONS SCALE 1/4" = 1'-0" 17 - 19" EQUIPMENT 17 - 1911 (430 - 485 mm) PERMITTED (430 - 485 mrn) i,,V IN SHADED AREA 0 , 2711 (685 mm) MIN. I 8" (205 mm) MIN. E 61 X ib 4 9" (230 mm) MIN. 6" (150 mm) MAX. 4811 (1220 turn) MIN._-._.�-_. X411 (610 rnrn) MAX. E W Cooler Mounting Heights and details KITCHEN INTERIOR ELEVATIONS SCALE 1/4" = T-0" 4'-7 1/2" 2'-7" 3'-1 " 6'-1 1 7/8" Z 1 tt _z �4r I E 1 �i�i-_l r � 4 _.r p �-.t-I•__� r_ir. I$ 1�1�t{r iJt}FIE 112 N co - a I 14 -4 [4- M 0I � M -- - -- `._.....1._ i I� VESTIBULE II I I j q off.. /r, o\ w I i I I i i I I I I I ' I i I I i j i i I l I i i I i I i I I•-$ ! ( 11.._.I r ..l I I J rr I _. {E���' _1 ' ;-ttr ,l I .. Vif � I t l '1fiF!r� 1 i _.. m �1N � 1 Ii 1' •� I ' I l KITCHEN INTERIOR ELEVATIONS SCALE 1/4" =1`0" /'- 3" FILLER 5.I'm im `'21 W '4" FILLER UAR D IAN III ANGE TOP FIRE ROTECTION SYSTEMS IODEL 0300 - A DUTSIDE EXHAUST) WALL STUD MOUNTING PLATE CONCEALED FLANGE (3) STAINLESS STEEL CONE POINT SCREWS GRAB BAR PLASTER ANCHOR PLATE MOUNTING PLATE COVER PLATE LEAD ANCHOR METAL PARTITION BOLT t) COVER PLATE MOUNTING PLATE '�-2X6MIN. CONTINUOUS BLOCKING CUT INTO STUD �--� 34 1/2" FROM CENTERLINE OF BLOCKING TO FLOOR (3) SCREWS --- COVER PLATE MOUNTING PLATE /11 IA IiIA In t -11-=r A 11 0 B H _L_-- 3011 (760 rum) MIN. FREESTANDING FOUNTAIN OR COOLER NOT TO EXCEED FOUNTAIN DEPTH z E 0 n t� 1241 m H LI 30i1 (760 rnrn) MIN. QUILT 1N FOUNTAIN OR COOLER .. - t y r- tt i t I j I J h- Z 1 tt _z �4r I E 1 �i�i-_l r � 4 _.r p �-.t-I•__� r_ir. I$ 1�1�t{r iJt}FIE 112 N co a I 14 -4 B H _L_-- 3011 (760 rum) MIN. FREESTANDING FOUNTAIN OR COOLER NOT TO EXCEED FOUNTAIN DEPTH z E 0 n t� 1241 m H LI 30i1 (760 rnrn) MIN. QUILT 1N FOUNTAIN OR COOLER .. - t y r- tt i t I j I J h- SCALE 1/4" = 1'-0" _ 1 tt F �4r I I 1 �i�i-_l r � 4 _.r p �-.t-I•__� r_ir. I$ 1�1�t{r iJt}FIE 112 N a I , SCALE 1/4" = 1'-0" 0 coI 1`-1,4X, M IN, F11'_i _ � N F �4r I I J� 1 q 9, MEN i I$ ::� _-i--i- 112 N a I , -4 [4- M 0I � M - VESTIBULE q I t- 1— ...r �I �, i I•-$ ! ( 11.._.I r ..l J rr I _. {E���' _1 I 1 ;-ttr ,l I .. Vif 0 coI 1`-1,4X, M IN, F11'_i _ F �4r r 1i' I J� 1 q 00 I F- I$ ::� _-i--i- 11111111 1111111!111 - — SCALE 1/4" = 1'-0" 1p m �� 1035 5. 5EMORAN V�L VD., SUITE 1040 WINTER PAW, FLORIDA 32792 FNcvE (401) OLJ -6100 FAX (401) SlJ3-PilBS EMAIL, aDSeEAR'T141—WNET ENGINEERING $ERVICE5 GROUP, INC. JAMES LEE 5NITH, 65E, PE PROFE5510NAL ENG. 36177 1229 FAIR�ANK5 AVE., SUITE "3" WINTER PARK, FLORIDA 32-f89 PHONE- .40'1-740-1111 FAX: 401-740--Irn5(o 'Lfr' II KGs Nv i `aaAl .f7 6(a T ' OFFiC IA_ 5FA'.. 2ND ICi�lil.It I � I CERTIFY TNI3 13UILDINCs 15 i DE515NED IN ACCORDANCE / WITH CWAt `TER I&01, OF THF, FEJC FOR 110 mf -R , F I-.l• 1. I_ 1_ I. _r_;..:.�1..1 I Y I i I$ ::� _-i--i- -4 [4- - q �i-. f I -I-1 t- 1— ...r �I �, i I•-$ ! ( 11.._.I r ..l J rr I _. {E���' _1 I 1 ;-ttr .. Vif LI t l '1fiF!r� 1 i _.. m �1N � 1 1' 11111111 1111111!111 - — SCALE 1/4" = 1'-0" 1p m �� 1035 5. 5EMORAN V�L VD., SUITE 1040 WINTER PAW, FLORIDA 32792 FNcvE (401) OLJ -6100 FAX (401) SlJ3-PilBS EMAIL, aDSeEAR'T141—WNET ENGINEERING $ERVICE5 GROUP, INC. JAMES LEE 5NITH, 65E, PE PROFE5510NAL ENG. 36177 1229 FAIR�ANK5 AVE., SUITE "3" WINTER PARK, FLORIDA 32-f89 PHONE- .40'1-740-1111 FAX: 401-740--Irn5(o 'Lfr' II KGs Nv i `aaAl .f7 6(a T ' OFFiC IA_ 5FA'.. 2ND ICi�lil.It I � I CERTIFY TNI3 13UILDINCs 15 i DE515NED IN ACCORDANCE / WITH CWAt `TER I&01, OF THF, FEJC FOR 110 mf -R , CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES. COMPONENT WIND PRESSURES IN PSF ON OPENINGS INDICATED +20.8 PSF –22.7 PSF + INDICATES PRESSURE INDICATES SUCTION "81i11{0111!Illlll 111 111lllllllllllllllllp!:7! 1{1111111111111Illllllllllllllll!['W1W1W111111 _ S I{ (11!!! 139 REF FIN FLR ELEV 0'=0" EXISTING BUILDING TING OPENINGS TO REMAIN, • +20.8 PSF —22,7 PSF +20.8 PSF -22.7 PSF See mechanical drawings for equipment pad requirements See Architectural /Civil dwgs for site work — ramps, sidewalks etc. & existing utilities relocation. See Architectural dwgs for demolition requirements. See Architectural dwgs for infill of existing masonry wall openings. Step footings as required . to match bearing ® existing footing and to pass utilities through masonry stem wall above footing. E 1 LLlT,, TYPICAL AT INTERSECTION WITH EXISTING FOOTING — DRILL EPDXY 2—#5 DOWELS X 3'--0" WITH 6" EMBEDMENT — 4 LOCATIONS. TYPICAL, AT INTERSECTION WITH EXISTING WALL EPDXY 1-#5 "X 12:" W/ 4" EMBEDM 1 SPACE VERTICALLY © 2'-0" 1 ON .CENTER — 4 LOCATIONS EXISTING DOOR DOOR. OPENING TO REMAIN —TOP OF OPENING +/– ELEV 6'-10" FIELD VERIFY GENERAL NOTES Coordinate with all drawings for pertinent information related to structural work. Any changes to the building structural system shall be redesigned by a professional engineer registered in the state of Florida. All changes must have prior authorization of the Architect and shall be made at no additional cost to the Owner or Architect. All calculations, drawings and other design information shall be submitted to the Architect as a reference submittal. Do not begin construction until Architect has giver) written authorization. Building Code: Florida Building Code 2001 Design Live Loads: Roof: 4:12 PITCH --------------16 psf Wind Design ASCE 7-98 Section 6.5.12.2.2 Low Rise Buildings Basic Wind Speed---------------------- 110 mph Building Category------------------------ 11 Wind Importance Factor------------------ 1,0 Wind Exposure------------------------- B Internal Pressure Coefficient----------- -+0.18 , —0.18 General Contractor shall verify all dimensions and conditions related to existing construction, existing services and the site. Construction loads shall not exceed design live loads. Shoring and reshoring is the responsibility of the Contractor. SHOP DRAWINGS Shop drawings shall conform to the requirements of the Contract Documents unless the Architect has given written approval for changes. The General Contractor shall review, check and stamp "Approved" all shop drawings prior to submitting them to the Architect. Shop drawings which have not been stomped "Approved" by the General Contractor or which do not conform to the requirements of the Contract Documents will be rejected. The General Contractor's approval of the shop drawings represents that he has checked and coordinated the information contained within them with the requirements of the Work and of the Contract Documents. FOUNDATIONS The Contractor shall become familiar with the survey and the sub— surface investigation report by PSI dated 9-22-03 before starting construction. Design Bearing Pressure: 2,500 psf on compacted soil. Notify the Architect of any unusual soil conditions that are in variance with test .borings,, such as spring or seepage water encountered, or when a different bearing material is evident and there is a question of the bearing capacity. Set foundation at elevations shown, or on firm undisturbed bearing material of design capacity, whichever is lower, as directed by the Architect. The Soils Engineer of Record shall verify that each footing is bearing on design material. Foundation elevations shown on plan are _••gp elevations, unless otherwise noted. Step footings at a ratio of one vertical to two horizontal, with a maximum vertical step of 2'-0", unless otherwise noted. Backfilling against foundation or pit walls will not be permitted until the supporting floors or walls are in place and able to resist the imposed forces. Proper temporary bracing may be used in lieu thereof with prior approval of the Architect. The design of temporary bracing is the responsibility of the Contractor. Contractor shall be responsible for the desian. installation and or arac{ng or existing structures. CAST—IN—PLACE CONCRETE Cast—in—place concrete work shall conform to the American Concrete Institute (ACI) 301 "Specification for Structural Concrete for Buildings" ACI 318 "Building Code Requirements for Reinforced Concrete" and Concrete Reinforcing Steel Institute, (CRSI) "Manual of Standard. Practice". MASONRY WORK Masonry Work shall conform to ACI 530/ASCE 5/ TMS 402 "Building Code Requirements for Masonry Structures and ACI 530.1 /ASCE 6/ TMS 602 "Specification for Masonry Structures". Mortar shall be ASTM 0270 Type S. Grout shall conform to ASTM C476. Use fine grout when grouting cells of hollow masonry units, with or without vertical reinforcing. Use coarse grout when grouting bond beams. Grout slump to be 8", f'c28 = 3,000 PSI. Provide solid masonry, 32" long and 16" high, centered under each wall bearing steel beam, precast concrete beam or cast—in—place concrete beam. All masonry walls shall have galvanized horizontal reinforcing of Ladder type, 3/16" side rods and #9 gage cross rods spaced 16" on—center vertically. Provide special prefabricated units at corners and intersections. Conventional reinforcing bars, horizontal and vertical, shall be ASTM A615, Grade 60. All units shall be laid with full mortar coverage on head, bed (face shells), webs and collar joints, unless otherwise noted: Spacing of control joints sholl be approximately 20'-0" on centers and/or as shown on the drawings. In every case, spacing acid type of control joint shall be first approved by the Architect. Control joints shall allow freedom of movement in a Horizontal line parallel to the wall and must be capable of resisting lateral forces which rnay cause panels adjacent to the joints to become out of line with each other. Provide precast concrete "U" lintels of sufficient capacity to support the imposed loads over all openings. STRUCTURAL METAL Detail, fabricate and erect structural steel in accordance with the American Institute of Steel Construction Specification for Structural Steel Buildings — Allowable Stress Design, Structural Steel: ASTM A36 — rolled plates, shapes, bars, and rod. ASTM A53, type E or S, Grade B — pipe or ASTM A501 — pipe ASTM A500, Grade B — tubing Bolts: 3/4" diameter minimum, unless noted otherwise. ASTM A325 bearing type for all beam and column connections. ASTM A307 for all anchor bolts. Welding electrodes shall be E70. For welding symbols with no length dimension given, the welding shall be continuous between abrupt changes in direction. Welding shall be done by certified welders in accordance with the American Welding Society standards. Work structural drawings with architectural, mechanical and electrical drawings for clearances, attachment, etc. Do not weld until the part of the structure stiffened thereby has been properly aligned. Sequence the placing of welds to avoid distortion. PRE–MANUFACTURED WOOD TRUSSES The wood and fabrication criteria of all prefabricated wood trusses shall meet with "National Design Specifications for Stress–Grade Lumber and Its Fastening", by National Forest Products Association; "Timber Construction Manual" (latest revision); and "Design Specification for Light Metal Plate Connected Wood Trusses", by Truss Plate Institute. Minimum ultimate compressive strength of concrete at 28 days All lumber used for the truss members shall conform to the shall be 3'000 psi. published stress rating for the species and grades as set out in Reinforcing hors: ASTM A 615, Grade 60. the official grading rules of the appropriate lumber association or as listed in the reference specifications;, except that, Welded wire fabric: ASTM A185, wherever this specification, or notes on the plans or truss engineering designs calls for lumber which exceeds the minimum Provide a minimum 6x6 — W1.4xW1.4 welded wire fabric in slabs on set forth therein, the specification, plans and/or truss tLS165Gflwtll cw•x _ SAf — L Ala L LVAU IN POUND5 PER LINEAR FOQT _! k ! M Ua f , hXro - !,4 X 1.4 UN' k? t Hf'VK f ARR11, R ON.`T�RMI TI AT P Co l *ACTl l� C;RANULAR FILL. TOP16F SLAG=FEF. EL15V, raj=. ; , 0.: TCS `UF F TIN a{ C? :T' 1�5 �. '1=F. FR M TQP C71 5LA15 IFLEN . 0 ,�'' cO w N Q vI GAL.:f ERCINC-! C*OUTED INTO CENTER INI I 'ATOS RCIINFO q ; ' OF M 50NR7 G k:i- T f'I C?1(!t? FQCOTING, ijOtUELS TO MATH. tt1GJ' ND GATE. I/2":UJIC13r tU,4�,( CONTiROL JOINT. FI,LLV/ 15ACKE, R-RO .. ;. . - AU K-AT'INTP OR: A E > TEF , WALL >~AG� . GONTRCWL; JOINT AND G �, ..f�. N R ! _ ,, ,. TI ., AM6 � NC -TE NOT. T ; N TIE B != A5 H UCxH I"lA O R C? DQE P � RC2 a 7 Q ,, B5A,L''I5 FOOTINGS': DISCO NTINt1E J0 NT AT, THESE AREA9. 5IEE 5-3 FOR 6,09 4,'.=,6" 6,p3g 6` 1Q"' 4,144 2, .6.10 ,. 1)318 � . 11`x" 1,565 „ 12,-p+ –�--- �- - " GENERAL NOTES Coordinate with all drawings for pertinent information related to structural work. Any changes to the building structural system shall be redesigned by a professional engineer registered in the state of Florida. All changes must have prior authorization of the Architect and shall be made at no additional cost to the Owner or Architect. All calculations, drawings and other design information shall be submitted to the Architect as a reference submittal. Do not begin construction until Architect has giver) written authorization. Building Code: Florida Building Code 2001 Design Live Loads: Roof: 4:12 PITCH --------------16 psf Wind Design ASCE 7-98 Section 6.5.12.2.2 Low Rise Buildings Basic Wind Speed---------------------- 110 mph Building Category------------------------ 11 Wind Importance Factor------------------ 1,0 Wind Exposure------------------------- B Internal Pressure Coefficient----------- -+0.18 , —0.18 General Contractor shall verify all dimensions and conditions related to existing construction, existing services and the site. Construction loads shall not exceed design live loads. Shoring and reshoring is the responsibility of the Contractor. SHOP DRAWINGS Shop drawings shall conform to the requirements of the Contract Documents unless the Architect has given written approval for changes. The General Contractor shall review, check and stamp "Approved" all shop drawings prior to submitting them to the Architect. Shop drawings which have not been stomped "Approved" by the General Contractor or which do not conform to the requirements of the Contract Documents will be rejected. The General Contractor's approval of the shop drawings represents that he has checked and coordinated the information contained within them with the requirements of the Work and of the Contract Documents. FOUNDATIONS The Contractor shall become familiar with the survey and the sub— surface investigation report by PSI dated 9-22-03 before starting construction. Design Bearing Pressure: 2,500 psf on compacted soil. Notify the Architect of any unusual soil conditions that are in variance with test .borings,, such as spring or seepage water encountered, or when a different bearing material is evident and there is a question of the bearing capacity. Set foundation at elevations shown, or on firm undisturbed bearing material of design capacity, whichever is lower, as directed by the Architect. The Soils Engineer of Record shall verify that each footing is bearing on design material. Foundation elevations shown on plan are _••gp elevations, unless otherwise noted. Step footings at a ratio of one vertical to two horizontal, with a maximum vertical step of 2'-0", unless otherwise noted. Backfilling against foundation or pit walls will not be permitted until the supporting floors or walls are in place and able to resist the imposed forces. Proper temporary bracing may be used in lieu thereof with prior approval of the Architect. The design of temporary bracing is the responsibility of the Contractor. Contractor shall be responsible for the desian. installation and or arac{ng or existing structures. CAST—IN—PLACE CONCRETE Cast—in—place concrete work shall conform to the American Concrete Institute (ACI) 301 "Specification for Structural Concrete for Buildings" ACI 318 "Building Code Requirements for Reinforced Concrete" and Concrete Reinforcing Steel Institute, (CRSI) "Manual of Standard. Practice". MASONRY WORK Masonry Work shall conform to ACI 530/ASCE 5/ TMS 402 "Building Code Requirements for Masonry Structures and ACI 530.1 /ASCE 6/ TMS 602 "Specification for Masonry Structures". Mortar shall be ASTM 0270 Type S. Grout shall conform to ASTM C476. Use fine grout when grouting cells of hollow masonry units, with or without vertical reinforcing. Use coarse grout when grouting bond beams. Grout slump to be 8", f'c28 = 3,000 PSI. Provide solid masonry, 32" long and 16" high, centered under each wall bearing steel beam, precast concrete beam or cast—in—place concrete beam. All masonry walls shall have galvanized horizontal reinforcing of Ladder type, 3/16" side rods and #9 gage cross rods spaced 16" on—center vertically. Provide special prefabricated units at corners and intersections. Conventional reinforcing bars, horizontal and vertical, shall be ASTM A615, Grade 60. All units shall be laid with full mortar coverage on head, bed (face shells), webs and collar joints, unless otherwise noted: Spacing of control joints sholl be approximately 20'-0" on centers and/or as shown on the drawings. In every case, spacing acid type of control joint shall be first approved by the Architect. Control joints shall allow freedom of movement in a Horizontal line parallel to the wall and must be capable of resisting lateral forces which rnay cause panels adjacent to the joints to become out of line with each other. Provide precast concrete "U" lintels of sufficient capacity to support the imposed loads over all openings. STRUCTURAL METAL Detail, fabricate and erect structural steel in accordance with the American Institute of Steel Construction Specification for Structural Steel Buildings — Allowable Stress Design, Structural Steel: ASTM A36 — rolled plates, shapes, bars, and rod. ASTM A53, type E or S, Grade B — pipe or ASTM A501 — pipe ASTM A500, Grade B — tubing Bolts: 3/4" diameter minimum, unless noted otherwise. ASTM A325 bearing type for all beam and column connections. ASTM A307 for all anchor bolts. Welding electrodes shall be E70. For welding symbols with no length dimension given, the welding shall be continuous between abrupt changes in direction. Welding shall be done by certified welders in accordance with the American Welding Society standards. Work structural drawings with architectural, mechanical and electrical drawings for clearances, attachment, etc. Do not weld until the part of the structure stiffened thereby has been properly aligned. Sequence the placing of welds to avoid distortion. PRE–MANUFACTURED WOOD TRUSSES The wood and fabrication criteria of all prefabricated wood trusses shall meet with "National Design Specifications for Stress–Grade Lumber and Its Fastening", by National Forest Products Association; "Timber Construction Manual" (latest revision); and "Design Specification for Light Metal Plate Connected Wood Trusses", by Truss Plate Institute. Minimum ultimate compressive strength of concrete at 28 days All lumber used for the truss members shall conform to the shall be 3'000 psi. published stress rating for the species and grades as set out in Reinforcing hors: ASTM A 615, Grade 60. the official grading rules of the appropriate lumber association or as listed in the reference specifications;, except that, Welded wire fabric: ASTM A185, wherever this specification, or notes on the plans or truss engineering designs calls for lumber which exceeds the minimum Provide a minimum 6x6 — W1.4xW1.4 welded wire fabric in slabs on set forth therein, the specification, plans and/or truss tLS165Gflwtll cw•x _ _aF•Fruu,e,j� Ov_M't t!) C o 0 1) c N Ln in .; c'0 CL 0 � 4 +;+ O [O o0 t' Inn v�N .✓ M o r�.hU o H N >V) E0 eIc21 a U � 0 � Cn J V) 0 W U� MP � Z WW grade unless noted otherwise. engineering designs shall be applicable. Place welded wire fabric, in slabs, 1-1/2" down from top of stab, All truss connector plates shall be manufactured from only prime unless otherwise noted. commercial quality galvanized sheet metal of no less than 20 gauge thickness which has a minimum yield of 33,000 psi and a Provide control joints in all stab on grade. The maximum spacing minimum ultimate tensile strength of 48,000 psi. of control joints shall be 20'-0" o.c., unless otherwise noted. ,provided in framed slabs, beams or columns The corrosion—resistant coating shall be G-60 commercial Glass, Openings shall not be unless shown on structuraldrawings, or approved by the Architect hot—dipped galvanized before stamping. in writing prior to placing. Cutting through framed beams and columns will not be permitted. Where field connections of truss sub–assemblies are necessary, the connections shoil be in accordance with the details shown on Reinforcing bar lop splices shall be 48 bar diameters unless the truss design drawings and approved by a professional licensed noted otherwise. No splices will be permitted except where shown engineer and the architect. on the drawings. Structural submittals are to include: All horizontal wall bars shall be bent and lapped around all corners, unless otherwise noted. Design and fabrication data; metal connectors, their gauge, thickness, nominal sizes and locations at all joints; lumber Provide a minimum of .2—#5 top reinforcing bars in beams where no 1 other bars are avaHdbl.e for supporting stirrups. specifications such as pitch, span, spacing of trusses and the - species and stress grades of lumber to be used as members; q 91]4 All horizontal footing, masonry bond and concrete tie beom bars design loadings of trusses and 'allowable stress increase; camber; shall be bent and lapped around all corners unless otherwise and permoner)t bracing required to prevent compression buckling noted. of individual truss members. All waft footing reinforcing shall extend to intersecting All truss designs shall bear the name and seal a"n,d/ar registered eenterline of column f000tings. number of a Florida licensed professional engineer. Conereie beams shall have 6" bearingon masonry walls, unless All russ drawings shall be furnished b the fabricator. All otherwise noted. t 9s s y a critical dimensions for determining fit and. P la eeni shall... be" Chamf r exposed edge'son concrete 3/4 x 3/4 unless otherwise approved tho General Contractor and Architect prior to. noted. fabrication. cxra► � �. , anceRef r to architectural. drawings for location and extent of All prefabricated wood trusses or to be installed in accord 416s rW ..,�7 finishes or other treatments to exposed concrete. with 'Bracing Wood. Trusses Commentary (BWT-16), or HFT7­80, as ZI published by the Truss Plate Institute. 'mwrND Determine size and location of mechanical equip;Hent, and make provisions for,.bolts; sleeves, .pads, etc., from manufacturer's ceetified dra�rings: 'This wock shall be coordinated with .the trades inuolved:' i HUSC210-2 WITH & � HUSC210-2 WITH— 8-16d TO POST 8-16d TO BEAM 8-16d TO HEADER & 8-16d TO BEAM 4 2-2X12 P.T.S-4 S. P. NO. 2 3TOP OF BEAM 2-2X12 P.T. 2-2X12 P.T. IV S-3 5 ELEV W-5-1/2" S. P. NO. 2 S. P. N0. 2 _ TRUSS BRG ELEV 7'-7-1/2" -_`t _ _7-V- _— __ _— _ ITV - -- 1 111! = iY63 �i8»#V/d�7 %W"::'�*4 Y�.T�a'iA`�'a p U N° �� M 111 U �Y U � N ••1•r1 ~~--••jj11 tl U U Il II II 11 _ _ _ ,_ TR SS B G LE 7 7 1 j'�'"w» s t, s'r'-3 si.: - - +�.,,, U U I( tl N Y U 4 U Y Y N J- U 11p1I U Y U U U II II Il II L= — _ ._ �.a y .7i'+"h �_ an > a �.._.� ...��_ Jl._� a , istaY{ Y A Y _,.—._....._........._..._..._..._-........ _ —m— I— ,—.—. — --I— —>�> - >e��� . ��= m � _ __ __� _-_w___ ____ 2-2X8- P. S.P. 0. 2 CID. L ��:tn t — S-4 2-2X12 P.T. 5/8" DIA EXPANSION Al 523 _ --I---. S. P. N0. 2 BOLTS @2'-0" OC TOP OF BEAM LEDGER TO EXISTING -- ELEV W-5-1/2" MASONRY WALL T/ERTTCA 2�I —>—>_I—>- _ _ 2-H5. EA W/ 8-8d BEAM TO POST TOP. 2 5/8" DIA EXPANSION N BOLTS AT SIDES OF OPENING �U�JJ ,�� ST:S � �> _=�c _ EXISTING RIDGE LINE la J jI.- r Y N1 lye , E T� = �u N 1 f.r4J., It ` RIZ-3 n a ,, EXISTING BUILDING �n �_ �_ > camC,1 0= _,__ > = =N_12 1l. C7 N O -1 - �i_ 0 II'' W 0 pn u ca a m Q m PREMANUFACTURt WOOD T USSES 2'-0" OC� '12 SLOPE OWN :12 SLOPE DOWN i N 5-3 I 2 - , J 2 to CO N *- �—�—_ +- N X x 1 Cn N N� N -F;= w 2-2X8 3 s—a ROOF PLAN NOTES: DIMENSIONS SHOWN ON STRUCTURAL FOR REFERENCE ONLY - SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. ALL ANCHORS BY SIMPSON STRONG -TIE COMPANY, INC. OR EQUIVALENT U.N.O. ROOF CONSTRUCTION: 5/8" THICK EXTERIOR GRADE CDX PLYWOOD SHEATHING ON PREMANUFACTURED WOOD TRUSSES. ATTACH PLYWOOD WITH 8d GALV. RING -SHANK NAILS 0 6" ON CENTER AT ALL PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. DESIGN WALKWAY AND ENTRY COVER TRUSSES FOR OPEN/PARTIALLY ENCLOSED WIND EXPOSURE. EXISTING BUILDING 4:12 SLOPE ROOF DESIGN LOADS: TOP CHORD: PROVIDE CONT 8X16 MASONRY BOND BEAM WITH 1- #5 CONT. TOP & BOT AT TOPS OF ALL MASONRY WALLS U.N.O. DL = 7 PSF PROVIDE CONT 8X16 MASONRY BOND BEAM COMPOSITE WITH 8X8 PRECAST LINTEL (8X24 TOTAL) WITH 1-5 CONT. LL = 16 PSF EA COURSE AT TOP OF MASONRY WALL OPENINGS U.N.O. PROVIDE CORNER DOWELS TO MATCH BEAM REINF. LAP 2'-0". BOT CHORD: DL -1. 7_PSF PROVIDE VAPOR BARRIER @ TOP OF MASONRY WALLS SUPPORTING WOOD TRUSSES OR JOISTS TL = 40 PSF ROOF FS NORTH 1/8 1 !_OH CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES. PLYWOOD DIAPHRAGMS Plywood shall be attached according to the following schedule: USE PLYWOOD NAILING 4 NAILING @ THICKNESS EDGE INT. SUPPORTS Roof Deck 5/8" 8d ® 6" 8d ® 12" Gable End Walls 5/8" 8d ® 6" 8d C 12" Block all edges of plywood attached to walls. Galvanized ring shank nails shall be used on the roof deck and galvanized common wire nails at shearwalls. Install plywood roof deck with a minimum 2'-0" offset in plywood joints. Plyclips shall be used between all unsupported edges of plywood roof deck. Install one (1) in sans from 1'-0" to 2'-0' and two (2) in spans greater than 2'-0'. Plywood roof deck shall be installed with the long dimension perpendicular to roof trusses. IV CLS _ CNECRof C;LC: 10 SNur Trfut ROOF FRAMING to U fj L a' proo..1Q�p,.C) O .o >in Q D p ti �d d LIJ J V) Q �W 0 z CL Z U)W 1.0, U D I U VI Yu�.auiYl 0 CLS _ CNECRof C;LC: 0 SNur Trfut ROOF FRAMING VJ CL Z r nKaW* CLS _ CNECRof C;LC: "us 10/1/0 = Wn 1-0,1 SNur Trfut ROOF FRAMING SHEET NUMBER: til =11 oil WIN PREMANUFACTURED WOOD TRUSS @ 2'-0" OC MAX. SPACING WITH 2X6 TOP & BOT CHORD FIELD VERIFY MATCH EXISTING 5/8" CDX EXTERIOR SLOPE PLYWOOD SHEATHING 12 8d06"OC@ 41 PERIMETER TOP OF MASONRY ELEV. 9'-4" . MATCH EXISTING— FIELD VERIFY MATCH EXISTING '* CONT. 8X16 BOND BEAM -� WITH 1—#5 CONT. EA COURSE 8X8 PRECAST LINTEL @ OPENINGS W/ 1—#5 EXTEND REINF 2'-0" BEYOND SIDES OF. OPENING PROVIDE HORIZONTAL JOINT N a 8d COMMON NAILS @ 6" OC SHEATHING TO TRUSS 2X6 BLOCKING @ DIAGONAL BRACE @ TOP & BOT CHORD GABLE END TRUSS WITH 2X4 STRONG BACK REINF @ EA VERTICAL PREMANUFACTURED WOOD TRUSS @ 2'-0" OC MAX. SPACING WITH 2X6 TOP & BOT CHORD 5/8" CDX EXT. PLYWOOD SHEATHING ATTACH TO TRUSS W/ 8d NAILS @ 6" OC FIELD VERIFY MATCH EXISTING 5/8" CDX EXTERIOR SLOPE PLYWOOD SHEATHING ❑ 8d COMMON NAILS 12 @ 6" OC SHEATHING 8d ®6" OC : ® 4 TO PLATE PERIMETER p 2 — H3 ANCHORS @ 2 — H3 ANCHORS @ EACH END OF TRUSS TOP OF MASONRY EACH END OF TRUSS TOP OF MASONRY WITH 8 — 8d COMMON NAILS ELEV. 9'-4" WITH $ — 8d COMMON NAILS ELEV. 9'-4" PER ANCHORMATCH EXISTING— PER ANCHOR MATCH EXISTING— FIELD VERIFY FIELD VERIFY P.T. 2X8 S.P. NO. 2 PLATE MATCH P.T. 2X8 S.P. NO. 2 PLATE WHEN SPLICES ARE NECESSARY IN EXISTING WHEN SPLICES ARE NECESSARY IN THE PLATE A BOLT SHALL BE PLACED THE PLATE A BOLT SHALL BE PLACED A MAXIMUM OF 6" FROM EA SIDE OF CONT. 8X16 BOND BEAM - -� ` A MAXIMUM OF 6" FROM EA SIDE OF CONT. 8X16 BOND BEAM----''"� WITH 1—#5 CONT. EA WITH 1—#5 CONT. EA SPLICE. A BOLT SHALL 8E PLACED SPLICE. A BOLT SHALL BE PLACED COURSE A MAXIMUM OF 12" FROM ANY COURSE A MAXIMUM OF 12 FROM ANY END OF THE PLATE. MAXIMUM HOLE END OF THE PLATE. MAXIMUM HOLE DIAMETER IN TOP PLATE SHALL BE 9/16". DIAMETER IN TOP PLATE SHALL BE 9/16". ol 1/2- DIA X 10" A307 1/2- DIA X 10" A307 BOLTS @ 16" OC MAXIMUM SPACING a BOLTS @ 16" OC MAXIMUM SPACING WITH A36 STEEL SQUARE WASHER 4 ' WITH A36 STEEL SQUARE WASHER a 2"X2"X1/8" THICK WITH 9/16" DIA ol 2"X2"X1/8" THICK WITH 9/16" DIA CENTERED HOLE. CENTERED HOLE. ° #5 VERTICAL @ 6'-0" OC ol AND AT ALL CORNERS AND SIDES OF OPENINGS WITH STD HOOK AT TOP INTO BOND BEAM .a PROVIDE HORIZONTAL JOINT REINFORCEMENT @ ALTERNATE COURSES (16" OC VERT SPACING) 5/8" CDX EXT. PLYWOOD SHEATHING O A34 WITH 8 - 8d X 1/2" NAILS EA END OF BLOCKING 2X4 "X" BRACE W/ 3 — 16d EA END SEE ROOF FRAMING PLAN FOR LOCATIONS 2 — 16d lJ U 0 A34 WITH 8 — 8d X '1-1 /2" NAILS STRONG BACK TO TOP PLATE @ 2'-0" OC P.T. 2X8 S.P. NO. 2 PLATE WHEN SPLICES ARE NECESSARY IN THE PLATE A BOLT SHALL BE PLACED A MAXIMUM OF 6" FROM EA SIDE OF SPLICE. A BOLT SHALL BE PLACED A MAXIMUM OF 12" FROM ANY END OF THE PLATE. MAXIMUM HOLE DIAMETER IN TOP PLATE SHALL BE 9/16". 1/2" DIA X 10" A307 BOLTS @ 16" OC MAXIMUM SPACING WITH A36 STEEL SQUARE WASHER 2"X2"X1/8" THICK WITH 9/16" DIA CENTERED HOLE. #5 VERTICAL @ 6'-0" OC AND AT ALL CORNERS AND SIDES OF OPENINGS WITH STD HOOK AT TOP INTO BOND BEAM PROVIDE HORIZONTAL JOINT REINFORCEMENT @ ALTERNATE COURSES (16" OC VERT SPACING) CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. IMMEDIATELY NOTIFY ARCHITECT Of ANY DISCREPANCIES. FILL W/ JOINT FILLER CUT ALTERNATE WIRES @ JOINT �► N <1 Q SAWCUT WITHIN 7 HOURS OF POUR SLAB CONTROL JOINT r4 SCALE: 3/4' = T --OA EL: JOINT IS NOT CONTINUOUS CONC TIE BEAM, BOND BEAMS OR FOOTING. t1 /2" JOINT 2- 3/16 DIA PENCIL RODS BACKER ROD @ 2'-0" OC VERT. & SEALANT WRAP & GREASE ONE END OF BAR TO PREVENT BOND 1:1 E ❑ CONCRETE BLOCK SEALANT WALL CONTROL JOINT DETAIL S rE 0, 01. D" T 1 1' 41 ru--3 SCALE= 3/4' = T --O" "Z" BARS TO MATCH SIZE & FOOTING REINF.-SEE SCHEDULE SPACING OF FOOTING STEEL. REINFORCEMENT .@ ALTERNATE REF FIN. FLR. ; REF FIN. FLR. REF FIN. FLR. COURSES (16" OC VERT SPACING) ELEV. 0'-0" ELEV, 0'-0" ELEV. 0'-0"></ T --x a---��x x o x y �r----x a—• --=max : x' x a e_ a a ---x a x x 1 x 2'-0" LEG o —I t W.W.F. 6X6 W1.4XW1.4 TYPICALW.W.F. 6X6 W1.4XW1.4 W.W.F. 6X6 W1.4XW1.4 r1 N 6 MIL VAPOR BARRIER `v 6 MIL VAPOR BARRIER Ul< ri 6 MIL VAPOR BARRIER 5" 5" 5' FOOTING t THICKNESSl FOOTING REINF.-SEE SCHEDULE O Q O Q O d a A a b .Q' Q .4' d .v ®�° • Q 2 - #5 CONT. BOT. 4 ° • < 2 - #5 CONT. BOT. ° • 2 - #5 CONT. BOT. a L a M r+7 r*-) " TYPICAL STEP FOOTING DETAIL 1'-6" 1'-6" � SECTION S-3 SCALE: 3/4" n 1'-0° :4 2 SGCTIQ1 V ........ 3-3 SCALES 3/4' � 1'-0" 3 �7ECTION S-3 SCALES 3/4" =1'-0' s SECTIQN- SCALE: 3/4° m 1'-0• �t c o Q) (���[7 NCV CD "t d �+ `t y En o, r_ t:;n� Q' ocnr- U v N }(! Q OO pQ M p �i d' r} .J 'p 8 a O Q, 410 Q� :::5 iW 0 DW o Z W ►w C4fSC1(i� CLS 4it�i A DAM Io/I/o `�5C.Es D IAL,6 SHEET NU?ABE(ts PREMANUFACTURED WOOD TRUSS ® 2'-0" OC MAX. SPACING WITH 2X6 TOP & BOT CHORD FIELD VERIFY MATCH EXISTING 5/8" CDX EXTERIOR SLOPE PLYWOOD SHEATHING — 12 8d®6"OC®41 PERIMETER --� TRUSS BRG ELEV. 12'-0" i MATCH EXISTING - FIELD VERIFY MATCH EXISTING 2X4 CARRYING STUDS ® 2'-0" OC W/ 3 - 16d EA END & H3 ANCHOR TO BEAMS H3 WITH 8 - 8d —� CARRYING STUDS TO BEAM 2X4 S.P. NO. 2 -- STUDS ® 2'-0" OC EA SIDE OF BEAM 1'-0"- F13 ANCHORS EACH END OF TRUSS WITH 8 - 8d COMMON NAILS TO CENTER STUD BEARING WALL 2X4 S.P. NO. 2 STUDS ® 16" OC BEARING STUDS OVER SUPPORT BEAM - LTS12 W/ 12-10d ® ALTERNATE STUDS TO SUPPORT BEAM 5/8" CDX EXT PLYWOOD SHEATHING EA SIDE 2 - 2X12 S.P. NO. 2 BEAM CAP PLATE 1/4X5X5 W/ 1/4" THICK GUSSET PLATES 3-1/2X6 W/ 2 1/2" DIA A307 THRU BOLTS 1 SECTION S-4 SCALE: 3/4' = 1'-0° EXISTING TRUcc OCAOu.ir .--r ELEV 9'-5-1, 2X8 13 W/ 8-8d �TUD TO PLATE C8 STUDS @ 16" OC 3 W/ 8-8d TUD TO PLATE -2X8 HEADER 2X8 MTS 12 WITH 14-1001-1/2 INSTALL DOUBLE P.T. S.P. NO. 2 2X8 ® DOOR JAMBS BOLT TO EXISTING MASONRY WITH 1/2" DIA EXPANSION BOLTS WITH 2-1/4" EMBEDMENT GROUT SOLID BEHIND BOLT ANCHORAGE. SPACE BOLTS ® 2'-0" OC VERT, 2 SECTION S-4 SCALES 3/4, -1,_0, TRUSS BRG ELEV. 12'-0" 2X4 CARRYING STUDS ® 2'-0" OC W/ 2 - 16d EA END & H3 ANCHOR TO BEAMS 2-2X8 S.P.NO. 2 WITH HUS28-2 N WITH 6-16d TO JOIST & 6-16d = TO HEADER —� 1' -0" - ARCHITECTURAL COLUMN WRAP BASE PLATE 8X8X1/2 ON 1" NONSHRINK GROUT W/ 4 - 3/4" DIA A307 ANCHOR BOLTS 3-#5 EW BOTTOM o I 1 el c 2'-6" 0 IW BOT OF BEAM ELEV 8'-8" TS3X3X1/4 STEEL COLUMN :7 8d COMMON NAILS ® 6" OC SHEATHING TO TRUSS 2X6 BLOCKING DIAGONAL BRACE @ TOP & BOT CHORD HUS28-2 WITH 6-16d TO JOIST & 6 - TAPCON 3/16 / X 2-1/4 HEX HEAD FASTENERS J TO MASONRY BOND BEAM CONT. 8X16 BOND BEAM —� WITH 1-#5 CONT. EA COURSE 8X8 PRECAST LINTEL WITH 1-#5 EXTENDED 2'-0" BEYOND SIDES OF OPENING. COMPOSITE WITH BOND BEAM ABOVE 7'-0" SEE ARCHITECTURAL/CIVIL DWGS FOR SITEWORK SLOPE DOWN 5/8" CDX EXT. PLYWOOD SHEATHING A34 WITH 8 - 8d X 1/2" NAILS EA END OF BLOCKING 2X4 "X" BRACE W/3- 16dEAEND SEE ROOF FRAMING PLAN FOR LOCATIONS 2 - 16d I I ° ° A34 WITH 8 - 8d X 1-1/2" NAILS STRONG BACK TO TOP PLATE 2'-0" OC P.T. 2X8 S.P. NO. 2 PLATE • WHEN SPLICES ARE NECESSARY IN THE PLATE A BOLT SHALL BE PLACED A MAXIMUM OF 6" FROM EA SIDE OF !� SPLICE. A BOLT SHALL BE PLACED A MAXIMUM OF 12" FROM ANY END OF THE PLATE. MAXIMUM HOLE DIAMETER IN TOP PLATE SHALL BE 9/16". 1121. DIA X 10" A307 BOLTS 0 16" OC MAXIMUM SPACING WITH A36 STEEL SQUARE WASHER 2"X2"X1/8" THICK WITH 9/16" DIA CENTERED HOLE. #5 VERTICAL ® 6'-0" OC AND AT ALL CORNERS AND SIDES OF OPENINGS WITH STD HOOK AT TOP INTO BOND BEAM PROVIDE HORIZONTAL JOINT REINFORCEMENT O ALTERNATE COURSES (16" OC VERT SPACING) REF FIN. FLR. ELEV. 0'-0" )(-� .—x —Qx X x A NEI I Li F, W.W.F. 6X6 - W1.4XW1.4 6 MIL VAPOR BARRIER 15 IL 3 SECTION S-4 SCALE 3/4' = 1'-0° 2 - #5 CONT. BOT. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES. ABU44 POST BASE WITH 12 - 16d TO POST & 5/8" DIA EXPANSION BOLT WITH 4" EMBEDMENT #5 CONT, 2-#5 CONT 4 - #5 EW BOT -� NEW OR EXISTING MASONRY ° TOP OF BM ELEV 7'-7-1/2" OR 9'-5-1/2" SEE PLAN. 2-2X12 P.T. S.P. NO. 2 BEAM HUSC212-2 WITH 10 - 16d 8" TO BEAM & 10 - TAPCON 1/4" DIA X 1-1/4" LONG 5 SECTION S-4 SCALE 3/4' =1'-0' 5'-0" I, 8" 6" SEE ARCHITECTURAL/CIVIL DWGS FOR SITEWORK 24 no SLOPE DOWN D O X -X X do -d— X X X ;VIII; � a a a v a 8, • • • 3'-6" 4 SECTION 5-4 SCALE 3/4° = T-0" C O O 3 - 16d NEW TO CONTRACTOR FIELD QI F- W EXISTING TRUSS TOP CHORDS VERIFY O �npnU PREMANUFACTURED REMOVE EXISTING 12 4 WOOD TRUSSES © 2'-0" OC SOFFIT FRAMING a 2X6 TOP CHORD AS REQ'D 8d ®6" OC 1 - 2X6 BLOCKING ° EXISTING TRUSS BEARING i- ELEV 9'-5-1/2" Q -°-�- I 2-2X12 P.T. S.P. NO. 2 H4W/8- 8d ® EA TRUSS LUS26 WITH 4-10d TO TRUSS & 4 - TAPCON 1 /4" DIA X 1 " LONG TO EXISTING MASONRY EXISTING � WALL CONST'N 4X4 POST P.T. S.P. NO. 2 i POST CAP 3-1/4-4 WITH 4 - 5/8" DIA A307 THRU BOLTS TO BEAM & 2 - 5/8" ARCHITECTURAL DIA A307 THRU BOLTS COLUMN WRAP -- TO POST ABU44 POST BASE WITH 12 - 16d TO POST & 5/8" DIA EXPANSION BOLT WITH 4" EMBEDMENT #5 CONT, 2-#5 CONT 4 - #5 EW BOT -� NEW OR EXISTING MASONRY ° TOP OF BM ELEV 7'-7-1/2" OR 9'-5-1/2" SEE PLAN. 2-2X12 P.T. S.P. NO. 2 BEAM HUSC212-2 WITH 10 - 16d 8" TO BEAM & 10 - TAPCON 1/4" DIA X 1-1/4" LONG 5 SECTION S-4 SCALE 3/4' =1'-0' 5'-0" I, 8" 6" SEE ARCHITECTURAL/CIVIL DWGS FOR SITEWORK 24 no SLOPE DOWN D O X -X X do -d— X X X ;VIII; � a a a v a 8, • • • 3'-6" 4 SECTION 5-4 SCALE 3/4° = T-0" W C O O CHEC M �W QI F- W (nV) oa�on�o c rnn' O �npnU O >V) p p Lf V �h -1i v- � s O a C) C" 4 a W Q U) ff CHEC M �W QI F- W D TAIL5 U `J _Z D� V)Z C) J fn W DIUM: cL5 CHEC M CLC QATL7 lo/I/o SCAM D TAIL5 SHEET NUOesBER: 3 - 16d NEW TO CONTRACTOR FIELD EXISTING TRUSS TOP CHORDS VERIFY 12 _ REMOVE EXISTING PREMANUFACTURED 41 — WOOD TRUSSES ® 2'-0" OC SOFFIT FRAMING 2X6 TOP CHORD AS REQ'D H4W/8-8d ® EA TRUSS CONT. 8X16 BOND BEAM WITH 1-#5 CONT. EA COURSE #5 VERTICAL O 6'-0" OC AND AT ALL CORNERS AND SIDES OF OPENINGS WITH STD HOOK AT TOP INTO BOND BEAM PROVIDE HORIZONTAL-' JOINT REINFORCEMENT ® ALTERNATE COURSES (16" OC VERT SPACING) 8d O 6 OC 2X6 BLOCKING ~\`~ EXISTING TRUSS BEARING r; ,1 ELEV 9'-5-1/2" I; 1! I ---•EXISTING BEAM H4 W/ 8 - 8d CONST'N NOT KNOWN © EA TRUSS PROVIDE 2 - 5/8" DIA EXPANSION ANCHORS WITH 5' MIN EMBEDMENT INTO MASONRY BOND BEAM AT SIDES OF EXISTING OPENING - 2 -2X8 P.T. S.P. NO. 2 BEAM `— P.T. 2-2X8 S.P. NO. 2 PLATE WHEN SPLICES ARE NECESSARY IN THE PLATE A BOLT SHALL BE PLACED A MAXIMUM OF 6" FROM EA SIDE OF SPLICE. A BOLT SHALL BE PLACED A MAXIMUM OF 12" FROM ANY END OF THE PLATE. MAXIMUM HOLE DIAMETER IN TOP PLATE SHALL BE 9/16". PROVIDE 1/2" DIA X 10" A307 BOLTS ® 16" OC MAXIMUM SPACING WITH A36 STEEL SQUARE WASHER 2"X2"X1/8" THICK WITH 9/16" DIA CENTERED HOLE. 5'-6" REF FIN. FLR. ELEV. 0'-0" x k x d x�- X-4- x a CL �- g W.W.F. 6X6 s W1.4XW1.4 5„ `D 6 MIL VAPOR BARRIER D 2 o 1'-6" 2 - #5 CONT. BUT. S E C T 10"- N S-5 SCALES 3/4' = 1'-0• 8" EXISTING CONST'N a 5/8" CDX EXTERIOR PLYWOOD SHEATHING VERFRAMING / TRUSSES ® 2X6 W/ 16d—/ 2'-0" OC NAILS ® 16" OC TO EXISTING TRUSS CHORD REMOVE EXISTING SIDING ADD 5/8" CDX EXT PLYWOOD SHEATHING ATTACH WITH 8d HAILS © 6" OC 2X4 SLEEPER O ALTERNATE TRUSSES (4'-0" OC) ATTACH TO TRUSS TOP CHORD WITH 16d © 12" OC H4W/8-8d @ EA SLEEPER TO TRUSS CHORD H 10 WITH C 1 EXISTING CONST'N �8d AT 6" OC �— EXISTING TRUSSES i i 1/2" DIA A307 THRU BOLTS W/ A36 STEEL 7{2X1/8 WASHERS @ 2'-0" OC W/ 9/16" DIA CENTERED HOLE. INSTALL A34 CLIP WITH 8 - 8d X 1-1 /2" EXISTING TRUSS CHORD TO TOP PLATE ® 4'-0" OC INSTALL 1/2" DIA EXPANSION ;ONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING _XISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. MMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES PREMANUFACTURED WOOD TRUSS ® 2'-0" OC MAX. SPACING WITH 2X6 TOP & BOT CHORD FIELD VERIFY MATCH EXISTING SLOPE �- 5/8" CDX EXTERIOR 12 PLYWOOD SHEATHING 14 8d AT 6" OC 2 - H3 ANCHORS EACH END OF TRUSS 1/2" DIA A307 THRU WITH 8 - 8d COMMON NAILS PER ANCHOR BOLT ©2'-O" OC 16 -801-1/2 r BOLTS WITH 5" EMBEDMENT P.T. 2X8 S.P. NO. 2 PLATE @WHEN AT EA TRUSS 4'-0" OC EXISTING PLATE SPLICES ARE NECESSARY IN rnJ O hn U N N 3 (n TO EXISTING BOND BEAM THE PLATE A BOLT SHALL BE PLACED <6X4X1 / 2 LLV WITH + i A MAXIMUM OF 6" FROM EA SIDE OF HILTI HIT HY 150 -� SPLICE. A BOLT SHALL BE PLACED 5/8" DIA INJECTION A MAXIMUM OF 12" FROM ANY ADHESIVE ANCHORS CONTRACTOR GROUT LINTEL END OF THE PLATE. MAXIMUM HOLE ® 1'-4" OC WITH AND ALL CELLS ABOVE LINTEL DIAMETER IN TOP PLATE SHALL BE 9/16". 5" EMBEDMENT i SOLID #5 VERT DOWEL -EPDXY I 1/2" DIA X 10" A307 INTO EXISTING BOND BEAM PRECAST LINTEL WITH 1-#5 BOLTS @ 16" OC MAXIMUM SPACING ABOVE AT SIDES OF NEW BOTTOM - BEAR LINTEL 8" AT WITH A36 STEEL SQUARE WASHER SIDES„ CORRIDOR OPENING - OF OPENING- INSTALL LINTEL BEFORE 2X2 'X 1 /8 THICK DIA CONSTRUCTING NEW ADDITION CWITH ENTERED HOLE ROOF SLOT FACE SHELL AS REQUIRED 8' AND ADD #5 VERTICAL AT SIDES OF #5 VERTICAL © 6'-0” OC NEW CORRIDOR OPENING - AND AT ALL CORNERS AND GROUT CELL SOLID SIDES OF OPENINGS WITH STD HOOK AT TOP INTO - - BOND BEAM PROVIDE HORIZONTAL JOINT REINFORCEMENT © ALTERNATE COURSES (16" OC VERT SPACING) FOOTING DOWEL TO MATCH VERTICAL REINFORCING. EPDXY i GROUT INTO EXISTING FOOTING EMBED 5-5/8" r ; REF FIN. FLR. ELEV. 0'-0" -s CL AT711 Mi W.W.F. 6X6 — W1.4XW1.4 ' 6 MIL VAPOR BARRIER — CLEAN, COMPACTED FILL I 2 - #5 CONT. BOT. S-5 SCALE 3/4" - 1'-0° n ° TOP OF MASONRY ELEV. 9'-4" MATCH EXISTING - FIELD VERIFY CONT. 8X16 BOND BEAM WITH 1-#5 CONT. EA COURSE �r 2x6 w/ 16d NAILS 0 16" OC TO EXISTING TRUSS CHORD 8d AT 6" OC HXl WITH 16-8dX1-1/2 AT EA TRUSS ' <6X4X 1 /2 LLV WITH HILTI HIT HY 150 5/8" DIA INJECTION ADHESIVE ANCHORS ® 1'-4" OC WITH 5" EMBEDMENT SEE ARCHITECTURAL DWGS FOR SITE WORE( „ x x x x x�x a ' o SECTRIJIM 5-5 SCALE 3/4' a 1'-0° CONTRACTOR VERIFY BOND BEAM GROUTED SOLID GROUT IF NOT EXISTING CONST'N vO O N n to ,n CV - i S_-, cn a, uU p N d 00 00 5i4£>'f P1UM�ER: rnJ O hn U N N 3 (n CD _L2O U x a a, 1� � 7/V p `rise a�arHS GL.S 5i4£>'f P1UM�ER: PLUMBING FIXTURES WATER CLOSET WC -1 (FLOOR MOUNTED - TANK - 1.6) FIXTURE: American Standard 2174.139 "Cadet II EL1.6" floor mounted, floor outlet, flush tank, vitreous china, elongated bowl, siphon jet, 1.6 gallon flush. SEAT: Olsonite 95-CC/55 elongated, extra heavy, high impact plastic, open front seat less cover with stainless steel self-sustaining check hinges. SUPPLY: McGuire H2169 series heavy, chrome plated cast brass angle stop with wheel handle, chrome plated riser & flange. WATER CLOSET WC -2 (FLOOR MOUNTED - TANK - ADA - 1.6) FIXTURE: American Standard 2216.143 "Cadet II EL1.6" floor mounted, floor outlet, flush tank, vitreous china, elongated bowl, siphon jet, 1.6 gallon flush. SEAT: Olsonite 95-CC/SS elongated, extra heavy, high impact plastic, open front seatless cover with stainless steel self-sustaining check hinges. SUPPLY: McGuire H2169 heavy, chrome plated cast brass angle stop with wheel handle, chrome plated riser & flange. URINAL UR -1 FIXTURE: American Standard 6541.132 "All Brook" viterous china, siphon jet, top spud. FLUSH VALVE: Sloan "Regal" 186-1-YB-YC-YK-ADA exposed, diaphragm type, chorme plated brass flushorneter, 3/4" check stop, vandal resistant cap, vacuum breaker, 1.0 GPF, ADA compliant handle, solid ring pipe support, sweat solder adaptor, flange, spud coupling and flange for 3/4" top spud. CARRIER: Cast iron, floor mounted, hanger plate. URINAL UR -2 (ADA) FIXTURE: American Standard 6541.132 "All Brook" vitreous china, siphon jet, top spud. FLUSH VALVE: Sloan "Regal" 186-1-YB-YC-YK-ADA exposed, diaphragm type, chrome plated brass flushometer, 3/4" check stop, vandal resistant cap, vacuum breaker, 1.0 gpf, ADA compliant handle, solid ring pipe support, sweat solder adaptor, flange, spud coupling and flange for 3/4" top spud. CARRIER: Cost iron, floor mounted, hanger plate. NOTE: Install fixture at ADA height requirement. LAVATORY L-1 (Wall Hung) FIXTURE: American Standard 0355.012 "Lucerne" 20"x 18", vitreous china, wall hung, concealed arm front overflow, back and side splash shields, 4" centers. FAUCET: Moen Model 8400 chrome plated metal, level style handle, 0.5 gpm aerator. DRAIN: McGuire 155-A chrome plated brass flat grid strainer and offset 1 1/4" tailpiece. P -TRAP: McGuire 8872 heavy chrome plated cast brass 1-1/4" adjustable p -trap, cleanout, slip nut, 17 ga. tubular Bross wall bend and brass flange. SUPPLIES: McGuire H2165 series, heavy, chrome plated brass angle stop with wheelhandle, chrome plated riser and flange. CARRIER: Floor mounted, cast iron, concealed arms. LAVATORY L-2 (Wall Hung - ADA) FIXTURE: American Standard 0355.012 "Lucerne" 20"x 18", vitreous china, wall hung, concealed arm front overflow, back and side splash shields, 4" centers. FAUCET: Moen Model 8400 chrome plated metal, level style handle, 0.5 qpm aerator. DRAIN: McGuire 155-A chrome plated brass flat grid strainer and offset 1 1/4" tailpiece. P -TRAP: McGuire 8872 heavy chrome plated cast brass 1-1/4" adjustable p -trap, cleanout, slip nut, 17 ga. tubular brass wall bend and brass flange. SUPPLIES: McGuire H2165 series, heavy, chrome plated brass angle stop with wheelhandle, chrome plated riser and flange. CARRIER: Floor mounted, cast iron, concealed arms. PIPE COVERS: Seamless closed cell vinyl pipe insulators, ADA protection, apply to tailpiece, drain, P- trap and water supplies. NOTE: Install fixtures at ADA height requirement. se ELECTRIC WATER HEATER SCHEDULE MARK EWH-1 MANUFACTURER ARMSTRONG A.O. SMITH MODEL VOLTAGE ELSF-40 STORAGE CAPACITY (GAL) 40 RECOVERY (LPH) 31 @ 80'R UNIT SIZE 15 32" x 23" DIA. OPERATIONAL WEIGHT (LBS) 464 KW INPUT w/DU-2 & DU -3 distribution unit. 6 VOLTAGE SHOCK ARRESTER SA -1: 240V PHASE charged, approved for concealed 1 L -HOT WATER RECIRC. PUMP SCHEDULE - i MARK HWRP-1 i MANUFACTURER ARMSTRONG MODEL PL -36 VOLTAGE 120 PHASE 1 RPM 1750 /1/6 CAPACITY (GPM) 10 TOTAL HEAD (FEET) 15 SINK S-1 (SINGLE -SS - Standard) FIXTURE: Elkay DLR 2522-10, 25"x22"x10" single compartment 18 gauge, type 302 stainless steel, self -rim, undercoated. FAUCET: Moen Model 8720 chrome plated metal, 9" spout, 8" centers, lever style handle, hose & spray. DRAIN: Chrome plated brass flat grid strainer and 1-1/2" tailpiece. P -TRAP: Heavy 1-1/2" cast brass adjustable p -trap, cleanout, slip -nut, 17 gouge tubular brass wall bend and brass flange. SUPPLIES: Heavy, chrome plated brass angle stop with wheelhandle, chrome plated riser and flange. DISPOSAL: IN -SINK ERATOR MODEL 33 -SS, 1/2 HP DOMESTIC WATER SPECIALTIES SCHEDULE � TRAP PRIMER VALVE TPV-1: DESCRIPTION Trap primer valve as manufactured by Precision Plumbing Products, brass construction, 0 -ring seals, no springs or diaphragms. Model numbers as follows: HW One (1) floor drain: P2-500 WC -1 Two (2) floor drains: P2-500 w/DU-2 distribution unit. Three (3) floor drains: P1-500 w/DU-3 distribution unit. Four (4) floor drains: P1-500 w/DU-4 distribution unit. Five (5) floor drains: P1-500 w/DU-2 & DU -3 distribution unit. Six (6) floor drains: P1-500 w/(2) DU -3 distribution units. SHOCK ARRESTER SA -1: 2" Sioux Chief Mfg. "Hydra -rester" seamless copper, delrin piston, argon gas charged, approved for concealed in wall installation. Guaranteed for the life of the plumbing system. URINAL WALL HYDRANT INTEG Woodford No. 70, C.P. brass, wall hydrant w/ vacuum breaker, loose key operation, freezless. WL HG 1.0 GAL ADA DRAINAGE SPECIALTIES EXTERIOR CLEANOUT ECO -1: Josam No. 58850-Y, coated cast iron access frame, with internally gasketed ABS cleanout plug, heavy-duty scoriated secured round satin bronze top, no -hub spigot outlet. Provide with 18"x18"x4" concrete pad around cleanout. WALL CLEANOUT WCO-1: Josam No. 56000-Y, coated cost iron floor cleanout, with internally gasketed A13S cleanout plug, scoriated round satin nickel bronze top. FLOOR DRAINS FD -1: Josam No. 30000 -S -50-T-17, coated cost iron, two-piece body, double drainage flange, invertible flashing collar, weepholes, bottom outlet, adjustable satin nikaloy square strainer, trap primer connection, threaded - outlet, vandal proof screws. FLOOR DRAINS FD -2: Josam No. 30000-3-T-17, funnel, coated cast iron, two-piece body, double drainage flange, invertible flashing collar, weepholes, bottom outlet, adjustable satin nikaloy square strainer, threaded -outlet, vandal proof screws. CTR PLUMBING FIXTURE CONNECTION SCHEDULE � ITEM DESCRIPTION WASTE I TRAP I VENT CW HW REMARKS WC -1 WATER CLOSET 4" INTEL 2" 1/2" - FLR MTD FL TK 1.5 GAL WC -2 WATER CLOSET 4" INTEG 2" 1/2" - FLR MTD FL TK ADA 1.5 GAL UR -1 URINAL 2" INTEG 1-1/2" 3/4" - WL HG 1.0 GAL ADA UR -2 URINAL 2" INTEG 1-1/2" 3/4" - WL HC 1.0 CAL L-1 LAVATORY 2" 1-1 /4" 1-1 /2" 1/2" 1/2" WL HG L-2 LAVATORY 2" 1-1 /4" 1-1 /2" T/2" 1/211 ADA S-1 SINK - SINGLE 2" 1-1/2" 1-1/2" 1/2" 1/2" SS CTR COUNTERTOP MTD MOUNTED WL WALL FLR FLOOR GAL GALLONS 'SA -D' HG HUNG SS STAINLESS STEEL --- FL FLUSH ADA AMERICAN DISABILITIES ACT FLOOR SINK VLV VALVE HB COMPLIANT HW NOTES G— PIPING ELL DOWN JS 1. X cervi-- — BALL VALVE -tl-i(J------ T� 2. X SA FLOOR CLEANOUT SAN SHOCK ARRESTOR SCHEDULE P.D.I. SIZE FIXTURE UNITS 'SA -A' 1-11 —SAN— 'SA -B' 12-32 GREASE WASTE PIPING BELOW GRADE 'SA -C' 33-60 DW 'SA -D' 61-113 DRAWING 'SA -E' 114-154 --- 'SA -F' 155-330 HUB DRAIN to T UNION ---' TEMPERATURE & PRESSURE RELIEF VALVE ELECTRIC WA HEATER SEE AND SCHEDUI DRAIN VALVE VACUUM RELIEF VALVE CHECK VALVE BALL VALVE (5 s (j►-- I --ICS HOT WATER RECIRCULATING PUMP I ' EXPANSION TANK EQUAL TO AMTROL I I I � I� II ELECTRIC "MATER NEATER DIAGRAM N.T.S. W/RECIRC. PUMP REDUCING TEE (TYPICAL) NIPPLE (TYPICAL) PIPE TO SYSTEM SEE PLANS FOR CONTINUATION-\ �- BALL VALVE (TYPICAL) -/ 1/4" SHUT-OFF, NORMALLY CLOSED (TYPICAL) IN -THE -LINE CIRCULATING PUMP SEE SCHEDULE FOR CAPACITY, INSTALL PER MFGR'S RECOMMENDATIONS MOTOR REDUCING TEE NIPPLE "I\ H III III - \-CHECK VALVE 1/411 DIELECTRIC UNION (TYPICAL) 2"DIAL COMPOUND GAUGE PLUMBING YR L LEGEND SYMBOL/ABBREV. I DESCRIPTION -SAN SANITARY PIPING ABOVE GRADE —SAN— SANITARY PIPING BELOW GRADE --- — —GR--- ----- — GREASE WASTE PIPING BELOW GRADE --------------- VENT PIPING DW DOMESTIC COLD WATER PIPING -------- DRAWING DOMESTIC HOT WATER PIPING -- -- — --- FLOOR DRAIN FD HUB DRAIN FCO FLOOR SINK O PIPING TEE UP HB PIPING 'FEE DOWN HW PIPING ELL UP G— PIPING ELL DOWN JS GATE VALVE cervi-- — BALL VALVE -tl-i(J------ T� PRESSURE RELIEF VALVE SA FLOOR CLEANOUT SAN EXTERIOR CLEANOUT I — WALL CLEANOUT U13-1 POINT OF CONNECTION ABBREVIATION DESCRIPTION AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR CONT CONTINUATION CW COLD WATER (POTABLE) DW DISHWASHER DWG. DRAWING ECO EXTERIOR CLEAN-OUT EWC ELECTRIC WATER COOLER FD FLOOR DRAIN FCO FLOOR CLEAN OUT GWH GAS WATER HEATER HB HOSE BIBB HW HOT WATER HWRP HOT WATER RECIRC. PUMP JS JANITOR SINK L LAVATORY O. F. C. 1. OWNER FURNISHED CONTRACTOR INSTALLED SA SHOCK ARRESTOR SAN SANITARY LINO UNLESS NOTED OTHERWISE U13-1 UTILITY BOX VRV VACUUM RELIEF VALVE WC WATER CLOSET WCO WALL CLEAN-OUT WH WALL HYDRANT WSB WASHER SUPPLY BOX GENERAL NOTES: 1. ALL FLOOR DRAINS SHALL BE PROVIDED WITH 1/2" TRAP PRIMER VALVE, PIPING, AND FITTINGS. 2. FIELD VERIFY ALL MEASUREMENTS PRIOR TO LAYING AND CONNECTING ANY PIPING, NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. PROVIDE SHOCK ARRESTORS FOR PREVENTING WATER HAMMER AT EACH BATTERY OF FIXTURES ON THE COLD AND HOT WATER SUPPLIES. PROVIDE SHOCK ARRESTORS AT ISOLATED PLUMBING FIXTURES. SHOCK ARRESTORS SHALL BE FACTORY FABRICATED AND LOCATED FULLY ACCESSIBLE. SHOCK ARRESTORS SHALL BE SIZED PER PLUMBING AND DRAINAGE INSTITUTE STANDARD WH -201. AIR CHAMBERS ARE NOT ACCEPTABLE. 4. MAINTAIN FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING PENETRATIONS. 5. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS WITHIN WALLS OR IN CHASES EXCEPT AS SPECIFICALLY NOTED. 6. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON - ACCESSIBLE CEILINGS, SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 7. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. DO NOT SCALE DRAWINGS. DRAWINGS ARE DIAGRAMATIC AND ARE INTENDED TO SHOW GENERAL ROUTING. 8. VERIFY ELEVATIONS OF SEWER PIPING TO WHICH NEW SEWERS ARE TO BE 1 q �° CONNECTED PRIOR TO INSTALLATION OF ANY PIPING. IN-LINE CIRCULATING PUMP DETAIL AIL 9. ALL VENTS THROUGH THE ROOF SHALL BE A MINIMUM OF 10'-0" FROM NOT TO SCALE ANY AIR INTAKE. 10. PROVIDE DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 11. THE CONTRACTOR IS EXPECTED TO ORDER MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DELIV- ERIES WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBSTITUTION OF MATERIALS. 12. ALL COPPER PIPE PENETRATIONS THROUGH CONCRETE WALLS AND FLOORS SHALL BE SLEEVED. SLEEVES SHALL BE SCHEDULE 40 PVC. ALL COPPER PIPE WITHIN CONCRETE BLOCK WALLS SHALL BE WRAPPED WITH UPC PLASTIC COVERING, DRAWN: RDP/k31° P CHEOMM PDP DATE. 11-2003 PLT SCALE, SHEET NUMBER: U m o6 �= w 14 00 Q n4 P, Vi P, o� Ki 0� „ U) 0 P4 V; PY A (U � o 0 ora, r� �y U DRAWN: RDP/k31° P CHEOMM PDP DATE. 11-2003 PLT SCALE, SHEET NUMBER: HWRP-1 EWH-1 — WALL HYDRANT 0 NORTH 4" ECU v 1/1333 = 13-091 WALL HYDRANT FOR PLUMBING REQUIREMENTS SEE ENLARGED DRAWINGS ON SHEET P-3. PLAN REFERENCE NOTES: O EXTEND FULL SIZE T & P RELIEF LINE AND TANK DRAIN LINE TO EXTERIOR AND TURN DOWN. O2 3/4" HOT AND COLD WATER DOWN TO EHW-1. O 1/2" HOT AND COLD WATER DOWN. O 4" SANITARY LINE FOR CONTINUATION SEE CIVIL DRAWINGS. LEAVING INVERT = —3'-0" B.F.F. 0 1" COLD WATER FOR CONTINUATION SEE CIVIL DRAWINGS. O CAP 4" SANITARY BELOW SLAB FOR FUTURE. VALVE AND CAP 1/2" HOT AND COLD WATER ABOVE CEILING FOR FUTURE. 1. THE CONTRACTOR SHALL REMOVE ALL PLUMBING FIXTURES LOCATED IN THE AREA BEING RENOVATED. ALL WATER, VENT AND SANITARY LINES SHALL BE REMOVED AND/OR CAPPED OUTSIDE OF THE BUILDING. to Q 06 x J a' (u co •� tow 10 Ga N k -P, coo co r1 ra C7 a4 o'o U o0 a4 CD • 'n � a `�, C7 � id1 r"�i ❑❑❑� �s i` a' Y, Ga CD � Q Z 46 0 cp cfj or r � I� X11 A �s i` a' Y, Ga oPAY Mn RDP/3NP CHECKED1 RlaP DATE: 1110.03 PLT : I/S" =1' SHEET NUMBER: 1-1 f Y (2) SA "Al, (2) SA "A" I .., (2) SA „A» 1 /2" ,. e„ " (2) SA A pp 314 -"T -S; -A- "� 1/21' UR -1 � 3/4" � L-2 e 1 /2" (2) SA "A" (TYP 3) 3/4.' 1/21) 11-1 COL® WATER RISER DIAGRAM SCALE: NONE i � I 1 1/2" I 1 1/2 s � I I I 1 4" VTR FCO UR -1 �1� I I e I I 2„ i L-1 r 2„/ ` ell ` 4„ I 1 1/211 _2' I i WC -1 3” FD -1 i I N% e 3" I I% 2„ I I I WC -1 I L-2 I x 3„ I 2”" WC -1 I ,, � `K,1 2" I 3" FD -1 i� I L-1 I WC -2 I 2„ /I —1 L-1 I I 1 1/2" / WC -1 3" PLAN REFERENCE NO OI 1" COLD WATER UP TO ABOVE CEILING. O 1/2" COLD WATER DOWN. O 1/2" HOT AND COLD WATER DOWN. ® 3/4" COLD WATER DOWN. O5 1/2" COLD WATER BELOW SLAB FROM TRAP PRIMER TO FLOOR DRAIN. O FOR WASTE AND VENT PIPE SIZES NOT SHOWN. SEE RISER ON THIS SHEET. O FOR HOT AND COLD WATER PIPE SIZES NOT SHOWN. SEE RISER ON THIS SHEET. (TYP. 3)V)� -. I� I 3" FD -1 JR -2-1 R-2-1-- ------T `p NORTH 1/4" r 11_01, (TYP 3) m i O d ,r (TYP. 3)V)� -. I� I 3" FD -1 JR -2-1 R-2-1-- ------T `p NORTH 1/4" r 11_01, (TYP 3) WN: RDP/5Nf= CHECKED.- RDP DATES 112003 Pir SCUE: l/S" = I' SHEET NUMBER: m O d ,r r ai I a�coQ �01 cQ Lo to in P.. ' G w � cry W Pzviw a cy cv Ca a 0 � b M a lx W ,cl ��0 ,� V'a O Q+ O knC4Ua ■eel ►in .d C, `ri C5 WN: RDP/5Nf= CHECKED.- RDP DATES 112003 Pir SCUE: l/S" = I' SHEET NUMBER: ,r r WN: RDP/5Nf= CHECKED.- RDP DATES 112003 Pir SCUE: l/S" = I' SHEET NUMBER: PLUMBING SPECIFICATIONS SECTION 15450 1.1 EXISTING CONDITIONS A. WHEN WORKING IN AND AROUND THE BUILDING, EXTREME CARE SHALL BE EXERCISED WITH REGARD TO PROTECTION OF THE EXISTING STRUCTURE AND MECHANICAL SYSTEMS. REPAIR OR REPLACE TO THE SATISFACTION OF THE ARCHITECT ANY EXISTING WORK DAMAGED IN THE PERFORMANCE OF THE NEW WORK. B. THE CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISES AND OBSERVE ALL CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED. NO ALLOWANCE WILL BE MADE FOR ERRORS OR NEGLIGENCE IN THIS RESPECT. C. PERFORM ALL CUTTING AND PATCHING ASSOCIATED WITH THE NEW WORK. STRUCTURAL MEMBERS SHALL NOT BE CUT. PATCHING SHALL MATCH EXISTING ADJACENT SURFACES AS TO MATERIAL, TEXTURE AND QUALITY. D. UNDER NO CIRCUMSTANCES SHALL WATERPROOFING BE DAMAGED OR PENETRATED. SHOULD CONDITIONS ARISE WHICH INDICATE SUCH IS NECESSARY, NOTIFY THE ARCHITECT. E. NOTIFY OWNER PRIOR TO ALL SERVICE OUTAGES AND OBTAIN APPROVAL BEFORE PROCEEDING. F. WHEN THE USE OR REUSE OF EXISTING SYSTEMS OR MATERIALS IS INDICATED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE THE SYSTEMS OR MATERIALS SUCH THAT THEY COMPLY WITH THE REQUIREMENTS OF THIS SPECIFICATION. 1.2 SUBMITTALS A. SUBMIT FOR APPROVAL SIX (6) SETS OF SHOP DRAWINGS ON THE ITEMS OF EQUIPMENT AS DIRECTED BY THE ARCHITECT. B. CONTRACTOR SHALL FURNISH TO THE ARCHITECT TWO (2) COMPLETE BOUND SETS OF TYPEWRITTEN OR BLUE—PRINTED INSTRUCTIONS FOR OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMENT INCLUDED IN THIS CONTRACT. EACH SET OF INSTRUCTIONS SHALL BE CONTAINED IN A HARD—BACK RING BINDER PROPERLY INDEXED AND LABELED. ALSO PROVIDE TWO (2) COMPLETE SETS OF APPROVED SHOP DRAWINGS FOR ALL ITEMS OF EQUIPMENT UTILIZED ON THE PROJECT. ALL INSTRUCTIONS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FINAL ISSUE. MANUFACTURER'S ADVERTISING LITERATURE OR CATALOGS WILL NOT BE ACCEPTABLE FOR OPERATING AND MAINTENANCE INSTRUCTIONS. C. DURING THE GUARANTEE PERIOD, THE CONTRACTOR SHALL SERVICE ALL EQUIPMENT PROVIDED UNDER THIS CONTRACT. PRIOR TO THE START OF THE GUARANTEE PERIOD, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A SCHEDULE OF REQUIRED MAINTENANCE OPERATIONS FOR EACH SYSTEM AND ITEM OF EQUIPMENT. SUBMIT SCHEDULE TO THE ARCHITECT FOR APPROVAL. 1.3 PIPING AND SUPPORTS A. PIPING SHALL BE RUN PARALLEL WITH THE LINES OF THE BUILDING UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS. THE DIFFERENT SERVICE PIPES, VALVES, AND FITTINGS SHALL BE SO INSTALLED THAT AFTER THE COVERING IS APPLIED THERE WILL NOT BE LESS THAN 1—INCH CLEAR SPACE BETWEEN THE FINISHED COVERING AND OTHER WORK OR ADJACENT PIPING. B. HANGERS SHALL BE SPACED SO AS TO PREVENT SAG AND PERMIT PROPER DRAINAGE AND SHALL NOT BE SPACED MORE THAN 10 FEET APART. C. VERTICAL RUNS OF PIPE NOT OVER 15 FEET LONG SHALL BE SUPPORTED BY HANGERS PLACED NOT OVER ONE FOOT FROM THE ELBOWS ON THE CONNECTING HORIZONTAL RUNS. 1.4 DEMOLITION A. ALL EXISTING PIPING, EQUIPMENT, AND MATERIALS NOT REQUIRED FOR RE—USE OR RE—INSTALLATION SHALL BE REMOVED FROM THE PREMISES BY THE CONTRACTOR. B. EXISTING PIPING THAT REMAINS CONCEALED OR OTHERWISE CONTAINED IN THE REMAINING WALLS SHALL BE CAPPED, PLUGGED, OR SEALED. ALL PIPES SHALL BE CUT SO THAT THEIR CAPPED OR PLUGGED ENDS WILL BE FLUSH WITH EXISTING WALLS. PART 2 — BASIC MATERIALS AND METHODS 2.1 GENERAL A. THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND GENERAL REQUIREMENTS APPLY TO THE WORK SPECIFIED IN THIS SECTION. 2.2 TESTS AND ADJUSTMENTS A. THE CONTRACTOR SHALL FURNISH LABOR, INSTRUMENTS, EQUIPMENT, AND MATERIALS REQUIRED TO PERFORM TESTS PRESCRIBED IN THE SECTIONS DESCRIBING THE VARIOUS SYSTEMS. B. REPLACE OR REPAIR DEFECTS FOUND DURING INSPECTION OR TESTS WITH NEW MATERIALS. CAULKING OF SCREWED JOINTS, CRACKS, OR HOLES IS NOT ACCEPTABLE. CORRECT LEAKS IN SCREWED FITTINGS BY REMAKING JOINTS. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. C. WHERE REASONABLE DOUBT EXISTS AS TO A SYSTEMS ABILITY TO COMPLY WITH CONTRACT REQUIREMENTS, PERFORM ANY REASONABLE FEST REQUIRED BY THE ARCHITECT. D. USE TEST INSTRUMENTS TESTED FOR ACCURACY BY AN APPROVED LABORATORY OR BY THE INSTRUMENT MANUFACTURER AND FURNISH CERTIFICATES SHOWING DEGREE OF ACCURACY TO THE ARCHITECT WHEN REQUESTED. MAKE CALIBRATION HISTORIES FOR EACH INSTRUMENT AVAILABLE FOR EXAMINATION. I E. THE FOLLOWING TESTS SHALL BE CONDUCTED BY THE CONTRACTOR AND ALL PIPING SHALL BE PROVEN TIGHT IN THE PRESENCE OF THE ARCHITECT OR HIS REPRESENTATIVE. THESE TESTS SHALL BE CONDUCTED BEFORE ANY INSULATION IS INSTALLED AND ANY INSULATION INSTALLED PRIOR TO TESTS SHALL BE REMOVED. PROVIDE ALL EQUIPMENT AND LABOR REQUIRED. TESTS SHALL BE AT LEAST FOUR HOURS (4 HOURS) IN DURATION, AFTER ALL PIPING HAS BEEN PROVED TIGHT. PIPING MAY BE TESTED IN SECTIONS AS APPROVED BY THE ARCHITECT. TESTS SHALL BE AS SPECIFIED HEREIN. 1. THE DOMESTIC WATER PIPING SHALT_ BE HYDROSTATICALLY TESTED TO ONE HUNDRED FIFTY PSIG (150 PSIG). ALL OPENINGS IN THE WATER PIPING SHALL BE PLUGGED; THE SYSTEM, OR PORTION THEREOF, FILLED WITH WATER, AND TESTED WI,CH A PUMP TO A PRESSURE OF ONE HUNDRED FIFTY PSIG (150 PSIG). DOMESTIC WATER SYSTEM PIPING SHALT_ BE DISINFECTED AFTER TESTS IN ACCORDANCE WITH ALL LOCAL AND STATE HF_AI_TH DEPARTMENT REQUIREMENTS. 2. THE SANITARY AND MISCELLANEOUS DRAIN SYSTEM SHALL BE HYDROSTATICALLY TESTED. TESTS SHALL BE AS REQUIRED BY CODE AND AS A MINIMUM SHALL COMPRISE OF THE PLUGGING OF ALL OPENINGS IN THE LINES, FILLING THE SYSTEM (OR PORTION THEREOF), WITH WATER UNTIL ALL JOINTS ARE PROVEN TIGHT. PIPING SHALL BE TESTED WITH A MINIMUM HEAD OF TEN FEET (10') OF WATER. F. DISINFECTION OF DOMESTIC WATER PIPING SYSTEM: 1. PRIOR TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, FLUSHED, AND CLEAN. 2. ENSURE PH OF WATER TO BE TREATED IS BETWEEN 7.4 AND 7.6 BY ADDING ALKALI (CAUSTIC SODA OR SODA ASH) OR ACID (HYDROCHLORIC). 3. INJECT DISINFECTANT, FREE CHLORINE IN LIQUID, POWDER, TABLET OR GAS FORM, THROUGHOUT SYSTEM TO OBTAIN 50 TO 80 MG/L RESIDUAL. 4. BLEED WATER FROM OUTLETS TO ENSURE DISTRIBUTION AND TEST FOR DISINFECTANT RESIDUAL AT MINIMUM 15 PERCENT OF OU TLETS. 5. MAINTAIN DISINFECTANT IN SYSTEM FOR 24 HOURS. 6. IF FINAL DISINFECTANT RESIDUAL TESTS LESS THAN 25 MG/L, REPEAT TREATMENT. 7. FLUSH DISINFECTANT FROM SYSTEM UNTIL RESIDUAL EQUAL TO THAT OF INCOMING WATER OR 1.0 MG/L. 8. TAKE SAMPLES NO SOONER THAN 24 HOURS AFTER FLUSHING, FROM 5 PERCENT OF OUTLETS AND FROM WATER ENTRY, AND ANALYZE IN ACCORDANCE WITH AWWA C651. G. THE SANITARY AND MISCELLANEOUS DRAIN SYSTEM SHALL BE HYDROSTATICALLY TESTED. TESTS SHALL BE AS REQUIRED BY CODE AND AS A MINIMUM SHALL COMPRISE OF THE PLUGGING OF ALL OPENINGS IN THE LINES, FILLING THE SYSTEM (OR PORTION THEREOF), WITH WATER UNTIL ALL JOINTS ARE PROVEN TIGHT. PIPING SHALT_ BE TESTED WITH A MINIMUM HEAD OF TEN FF_F_T (10') OF WATER. 2.3 HANGERS A. HANGERS AND ACCESSORIES SHALL BE GRINNELL, FEE AND MASON, OR MODERN. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN ADEQUATE PIPE_ SUSPENSION SYSTEM IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRACTICES, USING STANDARD, COMMERCIALLY ACCEPTED PIPE HANGERS AND SUSPENSION EQUIPMENT. THE DESIGN OF ALL HANGERS AND SUPPORT SHALL BE IN ACCORDANCE WITH PROVISION OF THE CURRENT ISSUE OF MSS—SP-58 DOMESTIC DEVELOPED AS A STANDARD BY THE MANUFACTURER'S STANDARDIZATION SOCIETY. C. HANGERS FOR COPPER PIPE SHALL BE PLACED AT LEAST EVERY 8 FEET, EXCEPT PIPES 3/4 INCH AND SMALLER SHALL HAVE HANGERS AT 6 FOOT INTERVALS. D. HANGERS IN DIRECT CONTACT WITH COPPER PIPING SYSTEMS SHALL BE COPPER PLATED. 2.4 PIPE FITTINGS AND JOINTS A. PIPE MATERIALS: TYPE DESIGNATION — PVC DRAINAGE PIPE, DWV SCHEDULE 40 B — TYPE L, SEAMLESS COPPER TUBING, ASTM B-88 C B. FITTING MATERIALS: TYPE DESIGNATION PVC DRAINAGE FITTINGS, DWV SCHEDULE 40, SOLVENT SOCKET I) WROUGHT COPPER SOLDER JOINT FITTINGS, 150 LB., ANSI B16.22-73 III C. JOINT MATERIALS: TYP E — PVC SOLVENT CEMENT — TIN—ANTIMONY 95-5 ASTM B32-565 SOLDER D. PIPING ASSEMBLY: SERVICE PIPE FITTINGS COLD WATER C III HOT WATER C III WASTE_ AND VENT B II 2.5 VALVES DESIGNATION B C JOINT C B A. SHUT—OFF VALVES SHALL BE BALL TYPE AS MANUFACTURED BY NIBCO OR APPROVED EQUAL. 2.6 INSULATION A. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED WITH 1 INCH CLOSED CELL FI ASTOMERIC TUBULAR INSULATION WITH A BUILT—IN VAPOR BARRIF_R, SIMILAR TO MANVILLE AEROTUBF_ II. I 0 wl 0 ::) Q) z 0 0 co C� a Fm ko4J- 0 Ua BRAWN: RDIOA -P EHECKE11- RI P BATE_ 1I�2003 PLT SCA r. I/gl'_ i SHEET NUMBER: P-4 0 0 ::) z 0 0 BRAWN: RDIOA -P EHECKE11- RI P BATE_ 1I�2003 PLT SCA r. I/gl'_ i SHEET NUMBER: P-4 MARK CU -1 CU -2,3,4,5 LOCATION GRADEGRADE 2 TT82 060 MANUFACTURER TRANETRANE NUMBER OF STAGES MODEL NUMBER 2 TTB2 042 2 TT82 060 iI.0 t i1-� ,�( ���r OUTDOOR DESIGN TEMPERATURE (F') 95 95 NUMBER OF STAGES 1 1 NUMBER OF COMPRESSERS 1 1 MOTOR HP 3.5 5.0 NUMBER OF FANS1 230/1 1 MOTOR HP (WATTS) 1/8 1/4 ELECTRICAL VOLTAGE/PHASE 230/1 230/1 COMPRESSER FILA EACH 17.9 28.8 MINIMUM CIRCUIT AMPACITY 23 38 MAXIMUM FUSE SIZE_ 40 60 SEER 12.25 12.0 UNIT WEIGHT LBS 300 400 ACCESSORIES 1,2,3,4,5 1,2,3,4,5 NOTES - - 1. MOUNT UNIT ON 4 INCH THICK, 6 INCH BORDER CONCRETE HOUSEKEEPING PAD. 2. PROVIDE ANTI -SHORT CYCLE TIMER. 3. PROVIDE 24 HR, 7 DAY PROGRAMMABLE THERMOSTAT. 4. PROVIDE LONG RADIUS PVC SLEEVES UNDERGROUND FOR ALL REFRIGERANT PIPING. 5• PROVIDE UPSIZED REFRIGERANT PIPING AS NECESSARY FOR LONG RUNS OF REFRIGERANT LINES. •I�'1L�i 1 MANUFACTURER TITUS TITUS TITUS TITUS TITUS MODEL PAS PAR PAS PAR 50 F UtAT TYPE SUPPLY RETURN SUPPLY RETURN SIDEWALL RETURN FACE NECK INCHES 20x20/SEE TABLE 1 20x20/SEE TABLE 2 12x12/SEE TABLE 1 12x12/SEE TABLE 2 24x20/SEE PLAN FINISH WHITE WHITE WHITE WHITE WHITE MATERIAL ALUMINUM ALUMINUM ALUMINUM ALUMINUM STEEL ACCESSORIES 1 1 1 1 - PERFOftiIANCE MAX. NC LEVEL 27 27 27 26 25 MAX. PRESS. DROP (IN. WG.) 0.08 0.08 0.06 0.05 0.07 ACCESSCRES 1• PROVIDE SURFACE MOUNT BORDER FOR ALL AIR DEVICES LOCATED IN A HARD CEILING. 1. USE NECK SIZES BELOW ONLY IF NOT INDICATED ON PLANS. 2. PAINT DUCT WORK THAT IS VISIBLE THROUGH FRONT OF AIR DEVICE MATTE BLACK. TABLE 1 CFM RANGE NECK SIZE CFM RANGE NECK SIZE 0-100 61'0 326-475 12"0 101-220 8"0 476-650 14"0 221-325 10"o NOTE: FLEX DUCT SIZE SHALL EQUAL NECK 97E, TABLE 2 CFM RANGE NECK SIZE 0-400 12"0 401-650 14"0 651-850 16 W EXHAUST FAM SCHEDULE MARK EF -1,2 EF -3,4 MANUFACTURER GREENHECK GREENHECK MODEL SP -226 SP -7 FAN LOCATION R.R. CEILING R.R. CEILING AIR FLOW (CFM) 250 95 STATIC PRESS. (IN. WG.) 0.25 0.25 DRIVE/TYPE DIRECT/CENT. DIRECT/CENT. WATTS RPM 81/1050 80/950 VOLTS PH 115/1 115/1 UNrr FE--CUIFEMENTS OPERATING WEIGHT (LBSA 35 20 ACCESSORIES 1,2,3 1,2,3 NOTES 1 1 1. PROVIDE BACKDRAFT DAMPER. 2. PROVIDE SPEED CONTROLLER FOR SYSTEM BALANCING. 3. PROVIDE MANUFACTURER'S ROOF CAP. z.«� 1.INTERLOCK FAN WITH RESTROOM LIGHT SWITCH. MARK AHU-1 AHU-2,3,4,5 LOCATION MECH. RM. MECH. RM. MANUFACTURERTRANE T_7TWE 1400 TRANE MODEL 042 P TWE 063 P .7:1911 TOTAL AIR FLOW (CFM) 1400 1950 OUTSIDE AIR FLOW MIN/MAX (CFM) 140/140 200/400 S.P. IN. WG. (TOT./EXT.) -/0.48 -/0.5 DRIVE/TYPE DIRECT CENT. BELT/CENT. H.P./SPEED 1/2 / HIGH 3/4 / HIGH VOLTS/0 240/1 240/1 WhIWei; �.A to cp•A ENT. AIR TEMP. DB WB 77/64 79/66 LVG. AIR TEMP. (DB/WB) 57/56.2 57.8/56.2 SENS. CAPACITY (MBH) 30.8 45.1 TOTAL CAPACITY (MBH) 42.0 59.0 FACE AREA (SQ. FT.) 5.04 7.33 ROWS/FINS PER INCH 3/14 4/14 ■����illtri7 �`li:C�T.sr INPUT (KW) 9.6 9.6 CONTROL STEPS 1 1 VOLTS/0 240/1 240/1 ELECTRICAL MINMUM CIRCUIT AMPACITY 53 55 MAXIMUM FUSE SIZE 60 60 FILTEKS (QUANTITY) SIZE (1) 20x2Oxl (1) 20x25xl TYPE THROWAWAY THROWAWAY OPERATING WEIGHT (LBS.) 250 300 ACCESSORIES 1,2,3 1,2,4,5 NOTES - - 1. PROVIDE SINGLE POINT POWER CONNECTION. 2• PROVIDE MANUFACTURER'S PLENUM STAND. 3. PROVIDE MOTORIZED OUTSIDE AIR DAMPER THAT OPENS WHEN UNIT STARTS AND CLOSES WHEN UNIT STOPS. 4. PROVIDE THREE POSITION OUTSIDE AIR DAMPER. POSITION ONE SHALL BE CLOSED. POSITION TWO SHALL BE SET FOR MINIMUM OUTSIDE AIR, POSITION THREE FOR MAXIMUM OUTSIDE AIR. WHEN UNIT STARTS, OUTSIDE AIR DAMPER SHALL OPEN TO THE FIRST POSITION. SPACE CARBON DIOXIDE SHALL BE SENSED BY A CARBON DIOXIDE SENSOR AND WHEN SENSOR READS VALUE OF 800 PPM, OUTSIDE AIR DAMPER SHALL OPEN TO THIRD POSITION. WHEN SENSOR READS VALUE BELOW 700 PPM, DAMPER SHALL CLOSE TO THE MINIMUM OUTSIDE AIR POSITION. PROVIDE ALL NECESSARY RELAYS, DAMPER CONTROLLERS, CONTROL POWER TRANSFORMERS, WIRING AND TERMINATIONS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. 5. PROVIDE CONDENSATE PUMP TO DRYWELL FOR AHU-4 AND AHU-5. STATIONARY LOUVER SCHEDULE PLAN DEMOLITION NEW WORK LOUVER SIZE DESIGN FREE AREA VELOCITY AHU-1 THRU 5 +1740 CFM MANUFACTURER & MARK LOCATION MATERIAL (IN.) CFM (SQ. FT.) (FPM) ACCESSORIES MODEL NO. LV -1 W WALL ALUMINUM 24x12 140 0.45 311 1,2 GREENHECK EHH-501 LV -2,.3 W/E WALL ALUMINUM 48x18 1 800 1.93 414 1 1,2 GREENHECK EHH-501 ACCESSORIES: 1. PRIME AND PAINT LOUVER TO MATCH BUILDING COLOR. 2• PROVIDE RECESSED FRAME FOR CMU RECESSED APPLICATION. H.V.A. . LEGEND SYMBOL ABBREVIATION DESCRIPTION DUCTWORK SYMBOLS (T DEMOLITION NEW WORK Q MAKE -U' AIR HUMIDISTAT CO2 AHU-1 THRU 5 +1740 CFM CARBON DIOXIDE SENSOR SUPPLY DUCT RISER COUNTERBALANCED BACKDRAFT DAMPERS AIR DEVICE TAG RETURN DUCT RISER VENTLATION DUCT SMOKE DECTECTOR Q5 OR LESS DURATION, 50% MAXIMUM = FAN SPEED CONTROL EXHAUST DUCT RISER AHU-2 THRU 5 MAXIMUM OUTSIDE AIR RATE 1600 CFM UNDER CUT DOOR SUPPLY DUCT DOWN '�-�--� AIR FLOW AMOUNT RETURN DUCT DOWN ® REFERENCE NOTE EXHAUST DUCT DOWN WI ~ v Ill DETAIL NUMBER DUCT CONTINUES 'i U] U M.V.D. MANUAL VOLUME DAMPERS 10- F. D. NEW FIRE DAMPER EX. F. D. EXISTING FIRE DAMPER ® A.P. DUCT ACCESS PANEL a mi I SHEET SECTION APPEARS DUCT RISE OR DROP IN DIRECTION OF FLOW lIV) CONNECT TO EXISTING POINT OF DISCONNECTION SQUARE TO ROUND DUCT TRANSITION VAV BOX B.D.D. BACKDRAFT DAMPER SINGLE LINE DUCTWORK CONICAL OR BELL MOUTH TAP W/MVD MVD HAS REMOTE CONTROL IN RIGID CEILING FLEXIBLE DUCT SUPPLY OUTLET (SEE AIR DEVICE SCHEDULE) ® RETURN INLET (SEE AIR DEVICE SCHEDULE) ® EXHAUST INLET (SEE AIR DEVICE SCHEDULE) SYMBOLS (T THERMOSTAT Q MAKE -U' AIR HUMIDISTAT CO2 AHU-1 THRU 5 +1740 CFM CARBON DIOXIDE SENSOR OA 2) COUNTERBALANCED BACKDRAFT DAMPERS AIR DEVICE TAG ® VENTLATION DUCT SMOKE DECTECTOR Q5 OR LESS DURATION, 50% MAXIMUM = FAN SPEED CONTROL U.C. AHU-2 THRU 5 MAXIMUM OUTSIDE AIR RATE 1600 CFM UNDER CUT DOOR 100 cd� AIR FLOW AMOUNT O ® REFERENCE NOTE X WI ~ v Ill DETAIL NUMBER X -X 'i U] U SHEET DETAIL APPEARS X TYPE OF EQUIPMENT X EQUIPMENT NUMBER X SECTION NUMBER X -X SHEET SECTION APPEARS 0 CONNECT TO EXISTING POINT OF DISCONNECTION DRAwmi CxAE3/�"1P C HEC KE(h KJC DATE, 11-20D3 JPLT sem: NT5 SHEET NUMBER: M 1 OUTSIDE AIR/MAKE-UP AIR SUMMARIE MAKE -U' AIR RESTROOM EXHAUST -500 CFM PRIVATE RESTROOM EXHAUST - 95 CFM AHU-1 THRU 5 +1740 CFM NET POSITIVE +1145 CFM BUILDING WILL BE SPECIFIED WITH SOFFIT COUNTERBALANCED BACKDRAFT DAMPERS SET AT 0.1 INCHES WATER GUAGE FOR PRESSURE RELIEF VENTLATION FELLOWSHIP HALL 210 PEOPLE MAX. OCCUPANCY, INVOKE 3 HR OR LESS DURATION, 50% MAXIMUM = 7.5 CFM/PERSON 210 PEOPLE x 7.5 CFM/PERSON = 1575 CFM REQUIRED. AHU-2 THRU 5 MAXIMUM OUTSIDE AIR RATE 1600 CFM (CONTROLLED FROM CO2 SENSOR) DESIGN 1600 CFM > REQUIRED 1575 CFM DRAwmi CxAE3/�"1P C HEC KE(h KJC DATE, 11-20D3 JPLT sem: NT5 SHEET NUMBER: M 1 r J 0 z rA q) I a -iIt00d cn p., 16 cd� ® ;4 CJa)vla Cox + F' WI ~ v Ill 4 r M ✓� 9- F-4 xfmj 'i U] U o P., i O °�z •10' DRAwmi CxAE3/�"1P C HEC KE(h KJC DATE, 11-20D3 JPLT sem: NT5 SHEET NUMBER: M 1 r - ® Q (D 0 MOWN." DRAwmi CxAE3/�"1P C HEC KE(h KJC DATE, 11-20D3 JPLT sem: NT5 SHEET NUMBER: M 1 r - DRAwmi CxAE3/�"1P C HEC KE(h KJC DATE, 11-20D3 JPLT sem: NT5 SHEET NUMBER: M 1 0 r;S O r �. 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V MLN 1q $5:::i' WOMEfJ r 1,.-... 18x16 I WAI'- O 0 00 o< t 1 1 A 1 W LK � �, A loo 0 II II II II II II II I� II �I II II II II II I II II II II II II II II II II II II II II I! 0390 (TYP.10) NORTH ►0 Jr I 14"0 I ! 1i :.,.i...... FLOOR PLAN - MECHANICAL ' A 50 12"0 OUTSIDI AIR DUCT BALANCING DAMPER (TYP. EACH UNIT)---,, Q1550 -E_ 20x24 RA 1. INSTALLATION OF EQUIPMENT SHALL COMPLY WITH EQUIPMENT MANUFACTURERS INSTALLATION AND CLEARANCE REQUIREMENTS. 2. ALL NEW SUPPLY AND RETURN DUCTWORK SHALL BE FIBERGLASS DUCTBOARU. DUCTBOARD SHALL BE 1 1/2 INCH THICK RIGID FIBER WITH A MINIMUM -K" VALUE OF 0.23 BTU—IN/HR—SQFT—F AT 75 DEGREES F AND MINIMUM INSTALLED R VALUE OF 6.0. FIBERBOARD SHALL BE SEALED WITH MASTIC PLUS EMBEDDED FABRIC SYSTEM COMPLYING WITH UL 181 AND JACKETED WITH A VAPOR BARRIER JACKET. 3. ALL NEW EXHAUST DUCTWORK SHALL BE GALVANIZED STEEL. 4. ALL NEW TRANSFER DUCTWORK SHALL BE GALVANIZED STEEL, 5. CONTRACTOR SHALL PERFORM A COMPLETE CERTIFIED TEST AND BAI ANCE OF EACH MECHANICAL SYSTEM INCLUSIVE OF EXHAUST FANS, SPLIT SYSTEM AIR HANDLING UNITS AND CEILING DEVICES. SEE SPECIFICATIONS FOR DETAILS AND PROVIDE THREE (.3) WRITTEN COPIES OF THE COMPLETED TEST AND BALANCE REPORT TO THE OWNER FOR REVIEW. 6. ALL RESTROOM MAKE—UP AIR SHALL BE VIA GALVANIZED STEEL TRANSFER DUCTS WITH ZERO LEAKAGE BACKDRAFT DAMPERS AND DOOR UNDERCUTS. 7. ROUTE CONDENSATE TO FLOOR DRAIN AND TERMINATE INDIRECTLY. 8. PROVIDE A DUCT MOUNTED SMOKE DETECTOR IN THE SUPPLY OF AIR HANDLING UNITS AHU-2 THRU AHU-5. UPON ACTIVATION OF THE DEVICE, THE UNIT SHALL SHUT DOWN. ALL INTERCONNECTION WIRING OF THE SMOKE DETECTORS SHALL BE BY THE MECHANICAL CONTRACTOR. 9. MOUNT AIR HANDLING UNIT THERMOSTAT 48 INCHES ABOVE FINISHED FLOOR. 10. REFRIGERANT PIPING SIZING AND ROUTING DESIGN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHAD_ TAKE INTO ACCOUNT LENGTH OF RUN AND FIELD CONDITIONS WHEN SIZING THE PIPING TO ENSURE ALL LOSSES ARE ACCOUNTED FOR. 11, ROUTE ALL REFRIGERANT PIPING IN LONG RADIUS PVC PIPING UNDERGROUND. 12. PROVIDE 4—INCH THICK, 3—INCH BORDER ALL AROUND CONCRETE HOUSEKEEPING PAD FOR GRADE MOUNTED CONDENSERS. COORDINATE DUCT ROUTING THROUGH JOISTS ELECTRIC DUCT HEATER TWO POSITION MOTORIZED DAMPER MANUFACTURER'S PEDESTAL —CD----- -- TO DRYWELL R----------17 TO CONDENSING UNIT 3SECTION M-3 1/4" = 1'-0" (OTHER UNITS SIMILAR) m CD Bpi) 0 p �.. II II 8x8 �I �I y ly- _14 00 c0 �o �' r� II ri o II I 3}i ..----YY----- I I 1!# 0 d do I1 di 0 p Is, .H✓Fi U Tl Zo cd ©p=1 V r N4 v koko �'`�"z I I >�,.wiiM�ciea'sn:na�wihro�wi hM1.iwjh II II SEE ENLARGE M-3 PLAN, THIS SHEET NORTH ►0 Jr I 14"0 I ! 1i :.,.i...... FLOOR PLAN - MECHANICAL ' A 50 12"0 OUTSIDI AIR DUCT BALANCING DAMPER (TYP. EACH UNIT)---,, Q1550 -E_ 20x24 RA 1. INSTALLATION OF EQUIPMENT SHALL COMPLY WITH EQUIPMENT MANUFACTURERS INSTALLATION AND CLEARANCE REQUIREMENTS. 2. ALL NEW SUPPLY AND RETURN DUCTWORK SHALL BE FIBERGLASS DUCTBOARU. DUCTBOARD SHALL BE 1 1/2 INCH THICK RIGID FIBER WITH A MINIMUM -K" VALUE OF 0.23 BTU—IN/HR—SQFT—F AT 75 DEGREES F AND MINIMUM INSTALLED R VALUE OF 6.0. FIBERBOARD SHALL BE SEALED WITH MASTIC PLUS EMBEDDED FABRIC SYSTEM COMPLYING WITH UL 181 AND JACKETED WITH A VAPOR BARRIER JACKET. 3. ALL NEW EXHAUST DUCTWORK SHALL BE GALVANIZED STEEL. 4. ALL NEW TRANSFER DUCTWORK SHALL BE GALVANIZED STEEL, 5. CONTRACTOR SHALL PERFORM A COMPLETE CERTIFIED TEST AND BAI ANCE OF EACH MECHANICAL SYSTEM INCLUSIVE OF EXHAUST FANS, SPLIT SYSTEM AIR HANDLING UNITS AND CEILING DEVICES. SEE SPECIFICATIONS FOR DETAILS AND PROVIDE THREE (.3) WRITTEN COPIES OF THE COMPLETED TEST AND BALANCE REPORT TO THE OWNER FOR REVIEW. 6. ALL RESTROOM MAKE—UP AIR SHALL BE VIA GALVANIZED STEEL TRANSFER DUCTS WITH ZERO LEAKAGE BACKDRAFT DAMPERS AND DOOR UNDERCUTS. 7. ROUTE CONDENSATE TO FLOOR DRAIN AND TERMINATE INDIRECTLY. 8. PROVIDE A DUCT MOUNTED SMOKE DETECTOR IN THE SUPPLY OF AIR HANDLING UNITS AHU-2 THRU AHU-5. UPON ACTIVATION OF THE DEVICE, THE UNIT SHALL SHUT DOWN. ALL INTERCONNECTION WIRING OF THE SMOKE DETECTORS SHALL BE BY THE MECHANICAL CONTRACTOR. 9. MOUNT AIR HANDLING UNIT THERMOSTAT 48 INCHES ABOVE FINISHED FLOOR. 10. REFRIGERANT PIPING SIZING AND ROUTING DESIGN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHAD_ TAKE INTO ACCOUNT LENGTH OF RUN AND FIELD CONDITIONS WHEN SIZING THE PIPING TO ENSURE ALL LOSSES ARE ACCOUNTED FOR. 11, ROUTE ALL REFRIGERANT PIPING IN LONG RADIUS PVC PIPING UNDERGROUND. 12. PROVIDE 4—INCH THICK, 3—INCH BORDER ALL AROUND CONCRETE HOUSEKEEPING PAD FOR GRADE MOUNTED CONDENSERS. COORDINATE DUCT ROUTING THROUGH JOISTS ELECTRIC DUCT HEATER TWO POSITION MOTORIZED DAMPER MANUFACTURER'S PEDESTAL —CD----- -- TO DRYWELL R----------17 TO CONDENSING UNIT 3SECTION M-3 1/4" = 1'-0" (OTHER UNITS SIMILAR) m CD 1 0 p �.. //�� t* I cy w _14 00 c0 �o �' r� ri ecu 0 _ 0 d do �4 0 p Is, .H✓Fi U Tl Zo cd ©p=1 V r N4 v koko �'`�"z W4 kri DRAWN: GAD/DMP CHEEIm: KJC_ DATE: 1I-20.03 PLT Sri/S-- = I SHEET NUMBER: SECTION 15000 GENERAL PROVISIONS 1.1 GENERAL A. THE AIA DOCUMENT A201, THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHAI I FORM A PART OF THE CONTRACT. A COPY OF THIS DOCUMENT MAY BE OBTAINED FROM THE A.I.A. B. THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. DO NOT SCALE THE DRAWINGS. CONSULT THE ARCHITECTURAL DRAWINGS AND DETAILS FOR THE EXACT LOCATION OF STRUCTURE AND EQUIPMENT; WHERE SAME ARE NOT DEFINITELY LOCATED, OBTAIN THIS INFORMATION FROM THE ARCHITECT. C, PERFORMANCE AND LABOR AND MATERIAL PAYMENT BONDS IN THE VALUE OF 100% OF THE CONTRACT AMOUNT MAY BE REQUIRED FROM THE SUCCESSFUL BIDDERS) AT THE OPTION OF THE OWNER. EACH BIDDER SHALL NAME HIS SURETY COMPANY AND QUOTE SEPARATELY THE LUMP SUM COST OF THE PREMIUM. D. ALL WORK SHALL COMPLY WITH THE APPLICABLE CODES AND THE RECOMMENDATIONS OF NFPA AND UL. E. THE CONTRACTOR GUARANTEES BY HIS ACCEPTANCE OF THE CONTRACT THAT ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER RECEIPT OF FINAL PAYMENT. ALL WORK DEEMED UNSATISFACTORY BY THE ENGINEER INCLUDING DAMAGE TO EXISTING FINISHES SHALL BE CORRECTED AT NO COST TO THE OWNER_ THE CONTRACTOR SHALL SERVICE AND ADJUST ALL EQUIPMENT AS DIRECTED AND AS REQUIRED DURING THE ONE-YEAR GUARANTEE PERIOD AT NO CHARGE. NECESSARY PARTS SHALL BE PROVIDED AT NO CHARGE. F. AS A MINIMUM, ONE FIVE POUND CO2 EXTINGUISHER SHALL BE PROVIDED WITH EACH WORK CREW AT ALL TIMES WHEN WORKING WITHIN THE BUILDING. G. ALL MATERIALS SHALL BE NEW, THE BEST OF THEIR RESPECTIVE KINDS, SUITABLE_ FOR THE CONDITIONS AND DUTIES IMPOSED ON THEM AT THE BUILDING AND SHALL BE OF REPUTABLE MANUFACTURERS. THE DESCRIPTION, CHARACTERISTICS, AND REQUIREMENTS OF MATERIALS TO BE USED SHALL BE IN ACCORDANCE WITH QUALIFYING CONDITIONS ESTABLISHED IN THE SECTIONS FOLLOWING. H. THOROUGHLY CLEAN ALL EXPOSED SURFACES OF EQUIPMENT AND MATERIAL AND LEAVE IN A NEAT, CLEAN CONDITION READY FOR PAINTING. RFS*FORE AND TOUCH-UP FACTORY FINISHES WHICH WERE DAMAGED IN THE PERFORMANCE OF THE NEW WORK. I. LOCATE ALL EQUIPMENT WHICH MUST BE SERVICED, OPERATED OR MAINTAINED IN FULLY ACCESSIBLE POSITIONS. EQUIPMENT SHALL INCLUDE, BUT NOT BE LIMITED TO, VALVES, CLEANOUTS, MOTORS, CONTROLLERS, DAMPERS, DRAINPOINTS, ETC. WHERE REQUIRED AND WHERE DIRECTED BY THE ARCHITECT, PROVIDE 14 GAUGE STEEL ACCESS PANELS, MILCOR OR EQUAL, TO SUIT MATERIAL IN WHICH INSTALLED. MINIMUM SIZE OF ACCESS PANELS SHALL BE 12" X 18". J. ALL ELECTRICAL WORK SHALL MEET THE REQUIREMENTS AS SET FORTH IN THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES. K. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND CERTIFICATES. L. PROVIDE ALL TEMPERATURE CONTROL WIRING BOTH LINE AND LOW VOLTAGE. M. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND SHALL NOTIFY SWE OF ANY DISCREPANCIES, OMISSIONS, AND/OR ANY OTHER CONFLICTS OR IRREGULARITIES PRIOR TO THE COMMENCEMENT OF ANY WORK. 1.2 EXISTING CONDITIONS A. WHEN WORKING IN AND AROUND THE BUILDING, EXTREME CARE SHALL BE EXERCISED WITH REGARD TO PROTECTION OF THE EXISTING STRUCTURE AND MECHANICAL SYSTEMS. REPAIR OR REPLACE TO THE SATISFACTION OF THE ARCHITECT ANY EXISTING WORK DAMAGED IN THE PERFORMANCE OF THE NEW WORK. B. THE CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISES AND OBSERVE ALL CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED. NO ALLOWANCE WILL BE MADE FOR ERRORS OR NEGLIGENCE IN THIS RESPECT. C. PERFORM ALL CUTTING AND PATCHING ASSOCIATED WITH THE NEW WORK. STRUCTURAL MEMBERS SHALL NOT BE CUT. PATCHING SHALL MATCH EXISTING ADJACENT SURFACES AS TO MATERIAL, TEXTURE AND QUALITY. D. UNDER NO CIRCUMSTANCES SHALL WATERPROOFING BE DAMAGED OR PENETRATED. SHOULD CONDITIONS ARISE WHICH INDICATE SUCH IS NECESSARY, NOTIFY THE ARCHITECT. E. NOTIFY OWNER PRIOR TO ALL SERVICE OUTAGES AND OBTAIN APPROVAL BEFORE PROCEEDING. F. WHEN THE USE OR REUSE OF EXISTING SYSTEMS OR MATERIALS IS INDICATED, IT SHALT_ BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE THE SYSTEMS OR MATERIALS SUCH THAT THEY COMPLY WITH THE REQUIREMENTS OF THIS SPECIFICATION. G. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND REPLACEMENT OF CEILINGS REQUIRED TO ACCOMPLISH THIS WORK. 1.3 SUBMITTALS A. SUBMIT FOR APPROVAL SIX (6) SETS OF SHOP DRAWINGS ON THE ITEMS OF EQUIPMENT AS DIRECTED BY THE ARCHITECT. ■ B. CONTRACTOR SHALL FURNISH TO THE ARCHITECT TWO (2) COMPLETE BOUND SETS OF TYPEWRITTEN OR BLUE -PRINTED INSTRUCTIONS FOR OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMENT INCLUDED IN THIS CONTRACT. EACH SET OF INSTRUCTIONS SHALL BE CONTAINED IN A HARD -BACK RING BINDER PROPERLY INDEXED AND LABELED. ALSO PROVIDE TWO (2) COMPLETE SETS OF APPROVED SHOP DRAWINGS FOR ALL ITEMS OF EQUIPMENT UTILIZED ON THE PROJECT. ALL INSTRUCTIONS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FINAL ISSUE. MANUFACTURER'S ADVERTISING LITERATURE OR CATALOGS WILL NOT BE ACCEPTABLE FOR OPERATING AND MAINTENANCE INSTRUCTIONS. C. DURING THE GUARANTEE PERIOD, THE CONTRACTOR SHALL SERVICE ALL EQUIPMENT, EXCLUDING FILTER REPLACEMENTS, PROVIDED UNDER THIS CONTRACT. PRIOR TO THE START OF THE GUARANTEE PERIOD, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A SCHEDULE OF REQUIRED MAINTENANCE OPERATIONS FOR EACH SYSTEM AND ITEM OF EQUIPMENT. SUBMIT SCHEDULE TO THE ARCHITECT FOR APPROVAL. 1.4 PIPING, CONDUITS AND SUPPORTS A. PIPING AND CONDUITS SHALL BE RUN PARALLEL WITH THE LINES OF THE BUILDING UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS. THE DIFFERENT SERVICE PIPES, VALVES, AND FITTINGS SHALL BE SO INSTALLED THAT AFTER THE COVERING IS APPLIED THERE WILL NOT BE LESS THAN «-INCH CLEAR SPACE BETWEEN THE FINISHED COVERING AND OTHER WORK OR ADJACENT PIPING. B. HANGERS SHALL BE SPACED SO AS TO PREVENT SAG AND PERMIT PROPER DRAINAGE AND SHALL NOT BE SPACED MORE THAN 10 FEET APART, C. VERTICAL RUNS OF PIPE AND CONDUIT NOT OVER 15 FEET LONG SHALL BE SUPPORTED BY HANGERS PLACED NOT OVER ONE FOOT FROM THE ELBOWS ON THE CONNECTING HORIZONTAL RUNS. D. VERTICAL SUPPORT: STEEL RISER CLAMP. 1.5 SLEEVES AND PLATES A. ALL PIPE SLEEVES SHALL BE CONSTRUCTED OF SCHEDULE 40 STEEL PIPES. PART 2 - BASIC MATERIALS AND METHODS 2.1 GENERAL A. THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND GENERAL REQUIREMENTS APPLY TO THE WORK SPECIFIED IN THIS SECTION. 2.2 TESTS AND ADJUSTMENTS A. THE CONTRACTOR SHALL FURNISH LABOR, INSTRUMENTS, EQUIPMENT, AND MATERIALS REQUIRED TO PERFORM TESTS PRESCRIBED IN THE SECTIONS DESCRIBING THE VARIOUS SYSTEMS. B. REPLACE OR REPAIR DEFECTS FOUND DURING INSPECTION OR TESTS WITH NEW MATERIALS. CAULKING OF SCREWED JOINTS, CRACKS, OR HOLES IS NOT ACCEPTABLE. CORRECT LEAKS IN SCREWED FITTINGS BY REMAKING JOINTS. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. C. WHERE REASONABLE DOUBT EXISTS AS TO A SYSTEMS ABILITY TO COMPLY WITH CONTRACT REQUIREMENTS, PERFORM ANY REASONABLE TEST REQUIRED BY THE ARCHITECT. D. USE TEST INSTRUMENTS TESTED FOR ACCURACY BY AN APPROVED LABORATORY OR BY THE INSTRUMENT MANUFACTURER AND FURNISH CERTIFICATES SHOWING DEGREE OF ACCURACY TO THE ARCHITECT WHEN REQUESTED. MAKE CALIBRATION HISTORIES FOR EACH INSTRUMENT AVAILABLE FOR EXAMINATION. E. THE FOLLOWING TESTS SHALL BE CONDUCTED BY THE CONTRACTOR AND ALL PIPING SHALL BE PROVEN TIGHT IN THE PRESENCE OF THE ARCHITECT OR HIS REPRESENTATIVE. THESE TESTS SHALL BE CONDUCTED BEFORE ANY INSULATION IS INSTALLED AND ANY INSULATION INSTALLED PRIOR TO TESTS SHALL BE REMOVED. PROVIDE ALL EQUIPMENT AND LABOR REQUIRED, TESTS SHALL BE AT LEAST FOUR HOURS (4 HOURS) IN DURATION, AFTER ALL PIPING HAS BEEN PROVED TIGHT. PIPING MAY BE TESTED IN SECTIONS AS APPROVED BY THE ARCHITECT. TESTS SHALL BE AS SPECIFIED HEREIN. 1. REFRIGERANT PIPING SHALL BE CLEANED, DEHYDRATED AND EVACUATED. PIPING SHALL BE EVACUATED AND HELD TO LESS THAN 2.5 MM HG VACUUM FOR A PERIOD OF NOT LESS THAN 12 HOURS WITHOUT APPRECIABLE PRESSURE RISE. VACUUM SHALL THEN BE BROKEN WITH REFRIGERANT OR DRY NITROGEN AND RE -EVACUATED TO 2.5 MM HG VACUUM FOR AN ADDITIONAL 12 HOURS. SYSTEMS SHALL THEN BE CHARGED AND PIPING TESTED WITH HALIDE TORCH TO ASSURE NO LEAKS. ALL PROCEDURES SHALL BE IN ACCORDANCE WITH AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 2.3 HANGERS A. HANGERS AND ACCESSORIES SHALL BE GRINNELL, FEE AND MASON, OR MODERN. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN ADEQUATE PIPE SUSPENSION SYSTEM IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRACTICES, USING STANDARD, COMMERCIALLY ACCEPTED PIPE HANGERS AND SUSPENSION EQUIPMENT. THE DESIGN OF ALL HANGERS AND SUPPORT SHALL BE IN ACCORDANCE WITH PROVISION OF THE CURRENT ISSUE OF MSS -SP -58 DOMESTIC DEVELOPED AS A STANDARD BY THE MANUFACTURER'S STANDARDIZATION SOCIETY. C. HANGERS FOR PLASTIC PIPE SHALL BE PROVIDED AT EACH JOINT AND PLACED AT LEAST EVERY 6 FEET. 2.4 PIPE, FITTINGS, AND JOINTS A. CONDENSATE PIPING 1. SCHEDULE 40 PVC PIPE: ASTM D2665. A. FITTINGS: SCHEDULE 40 PVC. B. JOINTS: ASTM D2855, SOLVENT WELD WITH ASTM D2674 SOLVENT CEMENT. B. REFRIGERANT PIPING: 1. COPPER TUBING: ASTM 888, TYPE K ANNEALED. A. FITTINGS: ASME B16.26 CAST COPPER. B. JOINTS: FLARED. 2.5 AIR DISTRIBUTION A. THIS SECTION INCLUDES AIR SYSTEMS DUCTWORK AND ACCESSORIES. THE REQUIREMENTS OF SECTION "GENERAL PROVISIONS MECHANICAL" SHALL APPLY TO THE WORK SPECIFIED UNDER THIS SECTION. B. FLEXIBLE DUCTWORK 1. FLEXIBLE DUCTS: INTERLOCKING SPIRAL OF GALVANIZED STEEL OR ALUMINUM CONSTRUCTION OR FABRIC SUPPORTED BY HELICALLY WOUND SPRING STEEL WIRE OR FLAT STEEL BANDS; RATED TO 2 INCHES WG (500 PA) POSITIVE AND 1.5 INCHES WG (375 PA) NEGATIVE FOR LOW PRESSURE DUCTS AND 15 INCHES WC (3.75 KPA) POSITIVE OR NEGATIVE FOR MEDIUM HIGH PRESSURE DUCTS. FLEXIBLE DUCT WRAPPED WITH FLEXIBLE GLASS FIBER INSULATION, ENCLOSED BY SEAMLESS ALUMINUM PIGMENTED PLASTIC VAPOR BARRIER JACKET; MAXIMUM 0.23 K VALUE AT 75OF (0.034 KSI AT 240C), INSTALLED R VALUE OF 6. C. FIBERGLASS DUCTBOARD 1. FIBROUS GLASS DUCTS SHALL BE UL 181 LISTED. 1-1/2 INCH THICK RIGID GLASS FIBER WITH ALUMINUM FOIL, GLASS SCRIM, AND KRAFT JACKET VAPOR BARRIER. MAXIMUM K VALUE OF 0.23 AT 75 DEC. F (R VALUE OF 6.5). D. AIR DEVICES 1. ALL SUPPLY, RETURN, EXHAUST AND TRANSFER AIR TERMINAL DEVICES AND ACCESSORIES SHALL BE OF COMMERCIAL GRADE AND THE PRODUCT OF ONE MANUFACTURER. 2. AIR DEVICES SHALL BE FACTORY PRIME FINISHED. AIR DEVICES LOCATED IN CEILINGS SHALL HAVE OFF-WHITE ENAMEL COLOR. ALL INTEGRAL VOLUME DAMPERS AND DIRECTIONAL LOUVERS SHALL HAVE FACTORY FINISHES TO MATCH THE AIR DEVICE. 3. SUPPLY AIR CEILING DIFFUSERS, RETURN AIR SIDEWALL AIR DEVICES, RETURN AIR CEILING AIR DEVICES, SUPPLY AND TRANSFER AIR SIDEWALL REGISTERS, AND EXHAUST AIR SHALL BE AS SCHEDULED. 2.6 HEATING, VENTILATING, AND AIR CONDITIONING A, SPLIT SYSTEM AIR CONDITIONING: 1. INDOOR UNITS (AHU) SHALL BE DIRECT -EXPANSION FAN COILS) EQUIPPED WITH ELECTRIC HEATER. UNIT ENCLOSURE SHALL BE INSULATED AND CONSTRUCTED OF COLD -ROLLED STEEL, FINISHED IN BAKED ENAMEL. UNIT SHALL BE EQUIPPED WITH PERMANENT TYPE FILTER THAT SIDES OUT FOR MAINTENANCE. FAN SHALL BE FORWARD CURVED WITH DOUBLE INLET, MOUNTED ON MOTOR SHAFT, DYNAMICALLY AND STATICALLY BALANCED. THE MULTI -SPEED FAN MOTOR SHALL BE FACTORY LUBRICATED, HAVE INTERNAL OVERLOAD PROTECTION, BE RESILIENTLY MOUNTED. FAN MOTOR ASSEMBLY SHALL BE REMOVABLE FOR SERVICE. COOLING COIL SHALL BE CONSTRUCTED WITH ALUMINUM PLATE FINS MECHANICALLY BONDED TO NONFERROUS TUBING WITH ALL JOINTS BRAZED. COIL SHALL HAVE FACTORY INSTALLED REFRIGERANT METERING DEVICE; REFRIGERANT LINE FITTINGS WHICH PERMIT MECHANICAL CONNECTIONS. CONDENSATE PANS SHALL BE EQUIPPED WITH PRIMARY AND AUXILIARY DRAIN CONNECTIONS. ELECTRIC HEATER SHALL BE FACTORY INSTALLED. HEATER MODELS OVER 10 KW SHALL HAVE HEATING ELEMENTS SEQUENCED ON AND OFF IN 5 KW INCREMENTS AND SHALL BE WIRED FOR 2 STAGE OPERATION. ALL HEATERS SHALL BE EQUIPPED WITH THERMAL OVERLOAD DEVICE, CURRENT OVERLOAD FOR HEATER ABOVE 10 KW AND THE REQUIRED HEATING AND COOLING SYSTEM CONTROLS INCLUDING CONTROL CIRCUIT 24 V TRANSFORMERS. PROVIDE 60 VA CONTROL CIRCUIT 24 V TRANSFORMER, INDOOR FAN RELAY, LINE VOLTAGE TERMINAL BLOCK AND LOW -VOLTAGE TERMINAL STRIP. 2. OUTDOOR UNITS (CU) SHALL HAVE SEMI -HERMETIC COMPRESSOR WITH CRANKCASE HEATER, CENTRIFUGAL OIL PUMP, INTERNAL AND EXTERNAL MOTOR PROTECTION. FAN SHALL BE PROPELLER TYPE WITH VERTICAL DISCHARGE AND DIRECT DRIVEN BY A FACTORY LUBRICATED MOTOR. PROVIDE A HIGH PRESSURESTAT, LOSS -OF -CHARGE PRESSURESTAT, CRANKCASE HEATER, SUCTION LINE ACCUMULATOR AND PRESSURE RELIEF DEVICE. MOTOR SHALL HAVE BOTH THERMAL AND CURRENT SENSITIVE OVERLOAD DEVICES. PROVIDE SHORT CYCLE PROTECTION. PROVIDE DEFROST CONTROL. PROVIDE REFRIGERANT LINES AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS FOR "LONG LINE" APPLICATIONS. PROVIDE LIQUID LINE SOLENOID VALVE. 3. THERMOSTAT SHALL PROVIDE ONE -STAGE COOLING, ONE - STAGE OR TWO-STAGE HEATING (SEE SCHEDULE) WITH MANUAL CHANGEOVER, FAN AUTO/ON SWITCH, SPIRAL WOUND BIMETALLIC ELEMENT, SET POINT LEVER, AND AUXILIARY AND EMERGENCY HEAT INDICATOR LIGHTS. B. WALL LOUVERS SHALL BE GREENHECK EHH-501, SIZE AS SCHEDULED, NO EXCEPTIONS. C. EXHAUST FAN SHALL BE IN-LINE DUCT MOUNTED CENTRIFUGAL TYPE AS SCHEDULED ON THE DRAWINGS. ALL STEEL COMPONENTS SHALL BE EITHER GALVANIZED OR EPDXY COATED. FAN WHEELS SHALL BE STATICALLY AND DYNAMICALLY BALANCED. PROVIDE HEAVY GAUGE GALVANIZED WIRE BIRD SCREEN, AUTOMATIC GRAVITY BACK -DRAFT DAMPER, SPEED CONTROLLER FOR SYSTEM BALANCING, MANUFACTURER'S STANDARD SPRING ISOLATORS, NEMA 1 DISCONNECT SWITCH AND WALL CAP. 2.7 DUCTWORK INSULATION A. DUCTWORK SHALL BE EXTERNALLY INSULATED USING 2.2 INCH THICK NON-COMBUSTIBLE FLEXIBLE BLANKET. B. K VALVE SHALL BE 0.29 AT 75 DEG. F, MEETING ASTM C518. C. MAXIMUM SERVICE TEMPERATURE SHALL BE 2500F. D. MAXIMUM MOISTURE ABSORPTION SHALL 13E 0.20 PERCENT BY VOLUME. E. DENSITY SHALL BE 1.0 LB/CU. FT. WITH AN R VALUE OF 6. F. VAPOR BARRIER JACKET SHALL BE KRAFT PAPER REINFORCED WITH GLASS FIBER YARN AND BONDED TO ALUMINIZED FILM. 1. MOISTURE VAPOR TRANSMISSION SHALL MEET ASTM E96 AND BE 0.04 PERM. 2. JACKET SHALL BE SECURED WITH MASTIC CLOSURE SYSTEM MEETING UL 181 (MASTIC -PLUS -EMBEDDED FABRIC SYSTEM). TAPING OF JOINTS IS NOT PERMIT -FED. 2.8 PIPING INSULATION A. REFRIGERANT AND CONDENSATE PIPING: 1. REFRIGERANT AND CONDENSATE PIPING SHAI L BE INSULATED WITH INSULATION MEETING ASTM C534 FLEXIBLE, CELLULAR ELASTOMERIC, MOLDED, OR SHEET. 2. "K" VALUE MEETING ASTM C177 OR C518 0.28 AT 75 DEG. F WITH A MAXIMUM SERVICE TEMPERATURE 220 DEC. F. 3. MAXIMUM MOISTURE ABSORPTION MEETING ASTM D1056, 3.0% (PIPE) BY VOLUME. 4. MOISTURE VAPOR TRANSMISSION SHALL MEET ASTM E96, 0.20 PERM INCHES. 5. MAXIMUM FLAME SPREAD - 25; MAXIMUM SMOKE DEVELOPED - 50, AS MEASURED BY ASTM E84. 6. INSULATE CONDENSATE PIPING WITH 3/4" THICK CELLULAR FOAM INSULATION. INSULATE REFRIGERANT LINE (SUCTION LINE) WITH 3/4" THICK CELLULAR FOAM INSULATION. 2.9 AIR BALANCING A, AIR BALANCE SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR, SUBJECT TO THE PRIOR APPROVAL OF THE ENGINEER. ALL INSTRUMENTS USED SHALL BE ACCURATELY CALIBRATED AND MAINTAINED IN GOOD WORKING ORDER. B. THE BALANCING AGENCY SHALL PREPARE A WRITTEN REPORT WHICH SHALL INCLUDE_ DIAGRAMS AND DESCRIPTION OF PROCEDURES TOGETHER WITH ALL RECORDED TEST DATA. SUBMIT THREE COPIES OF THE FINAL TEST DATA FOR APPROVAL. C. CONDUCT BALANCING AND TESTING IN ACCORDANCE WITH TECHNICAL PORTIONS OF THE ASSOCIATED AIR BALANCING COUNCIL ---- "NATIONAL STANDARD FOR FIELD MEASUREMENTS AND INSTRUMENTATION VOL. 2, NO. 12173" - "TOTAL SYSTEM BALANCE" - 1973 EDITION. TEST PROCEDURES NOT IN ACCORDANCE OR NOT DESCRIBED IN THE STANDARDS SHALL BE APPROVED BY THE ENGINEER IN WRITING_ D. PERMANENTLY MARK THE SETTINGS OF DAMPERS, AND OTHER ADJUSTMENT DEVICES SO THAT ADJUSTMENT CAN BE RESTORED IF DISTURBED AT ANY TIME. E. SHOULD THE BASIC SYSTEM OR ANY OF ITS COMPONENTS FAIL TO MEET CONTRACT REQUIREMENTS, AND THEREBY MAKE THE TESTING AND BALANCING WORK INVALID, NOTIFY THE ENGINEER AND STOP THE TESTS UNTIL SUCH TIME THAT THE FAILURE IS CORRECTED. F. SPECIFIC TESTING AND BALANCING PROCEDURES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. TEST AND ADJUST SPEED OF FAN AND RECORD. 2. TEST AND RECORD MOTOR VOLTAGE AND AMPERAGE. 3. MAKE PITOT TUBE TRAVERSE OF MAIN DUCTS AND OBTAIN DESIGN AIR QUANTITY. 4. TEST AND RECORD SYSTEM STATIC PRESSURES, SUCTION AND DISCHARGE. 5, TEST AND ADJUST SYSTEMS FOR DESIGN SUPPLY AIR QUANTITIES. 6. ADJUST ALL MAIN AND BRANCH DUCTS FOR SUPPLY AIR. SET AND "MARK" ALL VOLUME DAMPERS. IDENTIFY, TEST, AND ADJUST EACH GRILLE, REGISTER, AND DIFFUSER TO WITHIN 10% OF DESIGN QUANTITIES. 7. SEAL PITOT TUBE OPENINGS IN DUCTWORK WITH PARKER- KALON PLUGS, RESTORE INSULATION TO ORIGINAL CONDITION. 2.10 TEMPERATURE CONTROL SYSTEM A. A COMPLETE SYSTEM OF ELECTRIC CONTROLS SHALL BE FURNISHED AND INSTALLED BY THIS TRADE. THIS TRADE SHALL BALANCE SYSTEM AND FURNISH ONE (1) YEAR GUARANTEE OF THE SYSTEM. B. SUBMIT CONTROL AND WIRING DIAGRAMS FOR REVIEW BY ARCHITECT. ALL ROOM THERMOSTATS TO HAVE THERMOSTAT GUARDS. 2.11 CERTIFICATION OF SYSTEMS A. PRIOR TO COMPLETION OF THE CONTRACT AND FINAL ACCEPTANCE OF THE FACILITY, THE CONTRACTOR SHALL PRESENT TO THE OWNER A CERTIFICATE THAT ALL MECHANICAL AND OTHER SYSTEMS HAVE BEEN TESTED AND THAT THE INSTALLATION AND PERFORMANCE OF THESE SYSTEMS CONFORM TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. 2.12 ELECTRICAL COORDINATION A. THE EQUIPMENT INDICATED ON THE DRAWINGS HAS BEEN COORDINATED WITH THE ELECTRICAL SYSTEMS. IF THIS CONTRACTOR SELECTS TO USE ALTERNATE EQUIPMENT, HE SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH THE ELECTRICAL ENGINEER AND SHALL BEAR ANY ADDED EXPENSE TO THE ELECTRICAL CONTRACTOR RESULTING FROM SUCH ALTERNATE SELECTION. END OF SECTION L J aMWN: GAt3 a,►M 1120.03 IPLT scam: NT5 M-4 Q U o 1:2. bA z 14 N� r�� to 10 P, G,w W�c� Ed W P, z u a UINW P4 n; �,w F-+pq�v °P+, � .-� � .� ❑1717 L J aMWN: GAt3 a,►M 1120.03 IPLT scam: NT5 M-4 �1 APPROXIMATE LOCATION OF EXISTING FLORIDA POWER POLE. (FIELD VERIFY) COORDINATE POWER OUTAGE WITH OWNER. O2 APPROXIMATE_ LOCATION OF NEMA 3R TIME SWITCH AND LIGHTING CONTACTORS. 1. REFER TO DETAIL 2 ON E-1 FOR ADDITIONAL_ REQUIREMENTS. 2. OUTSIDE FIXTURES SHALL BE CONTROLLED BY TIME SWITCH ALONG WITH A PHOTOCELL. 3. PROVIDE A CUT-OFF SHIELD FOR EXTERIOR WALL PACKS TO PREVENT LIGHT BLEED THROUGH PAST THE PROPERTY LI N E. 4. PROVIDE A SURGE ARRESTOR AT EACH POLE BASE HANDHOLE. SQUARE D SDSA1175 OR EQUIVALENT. 02 �7 O b z u co � I® j. ' 0 p, n� cd 6� V) !� O a na 0 s ........................................................................................... ..... _...........-............................................. ................................-----....................---............... �J b P-4 O Q P-' i Ria �1 APPROXIMATE LOCATION OF EXISTING FLORIDA POWER POLE. (FIELD VERIFY) COORDINATE POWER OUTAGE WITH OWNER. O2 APPROXIMATE_ LOCATION OF NEMA 3R TIME SWITCH AND LIGHTING CONTACTORS. 1. REFER TO DETAIL 2 ON E-1 FOR ADDITIONAL_ REQUIREMENTS. 2. OUTSIDE FIXTURES SHALL BE CONTROLLED BY TIME SWITCH ALONG WITH A PHOTOCELL. 3. PROVIDE A CUT-OFF SHIELD FOR EXTERIOR WALL PACKS TO PREVENT LIGHT BLEED THROUGH PAST THE PROPERTY LI N E. 4. PROVIDE A SURGE ARRESTOR AT EACH POLE BASE HANDHOLE. SQUARE D SDSA1175 OR EQUIVALENT. fDRAWN: KJcB Mi CKED: NVA E: 1l2D� PsG►E7 lja1u SHEET NUMBER. E - U 02 �7 O b z u co � I® ,"-4 fN 10 �' C9 ' 0 p, n� cd 6� V) !� O a na 0 s rrr ( . P4 �J b P-4 O Q P-' i Ria fDRAWN: KJcB Mi CKED: NVA E: 1l2D� PsG►E7 lja1u SHEET NUMBER. E - U 0 u f, fDRAWN: KJcB Mi CKED: NVA E: 1l2D� PsG►E7 lja1u SHEET NUMBER. E - U 5"x2 3/8" OD TENON EARTH BACKFILL UNDISTURBED EARTH ELECTRICAL METALLIC TUBING I 0 i Lo TAPERED CORE HANDHOLE W/TAMPER RESISTANT COVER PLATE ...:::... SIR" 3"x6" INLET i 5/8"x10'-0" CU CLAD STEEL SECTIONAL_ GROUNDING ROD WITH #6 AWG CU STRANDED GROUND WIRE. BASE 1 1.79" fIP 6.U" NO. TYPE MANUF. CATALOG NUMBER MOUNT A NCLE YCU INC DETAILP D JUNCTION BOX TYPICAL LIGHTING FIXTURE (TYPES VARY) NOTE: FLEXIBLE CONDUIT. MAXIMUM LENGTH 6'-0" (TYPICAL) FLEXIBLE CONDUIT IS PERMITTED TO BE USED TO RUN WIRING FROM FIXTURE TO FIXTURE. WIRING SHALL BE RUN IN FLEXIBLE CONDUIT FROM JUNCTION BOX LOCATED ABOVE ACCESSIBLE CEILING TO INDIVIDUAL FIXTURES OR CONTINUOUS ROW OF FIXTURES. LIGHTING FIXTURE WIRING DETAIL SCALE: N.T.S. LIGHTING FIXTURE SCHEDULE MARK LAMP DATA FIXTURE DESCRIPTION FIXTURE DATA VOLTAGE NOTES NO. TYPE MANUF. CATALOG NUMBER MOUNT A 3 F032/41K RECESSED LIGHTOLIER XT2GV1332120 SO LAY—IN 120 1, 2, 120 2 CLM22031 LENS 1a,2,3,4 L_C2 ELEC RM EXTERIOR 120 2 CLM22031 SEE DIAGRAM 2'X4' ACRYLIC WALL MOUNTED FIXTURE d• aj oto I IGHTING EXIT LIGHT — WALL MOUNTED — ARROW SHOWS DIRECTION, SOLID QUADRANT INDICATES FACE. CIRCUIT TO UNSWITCHED MECH/ELEC RM LEG OF ADJACENT LIGHTING. �4 N ko vi EXIT LIGHT — CEILING MOUNTED — ARROW SHOWS DIRECTION, B 2 F032/41 K WALL BRACKET LIGHTOLIER SW4S232HPF120SOAWG3WCSP $a 120 1,2,3 CIRCUIT CONTROLLED (48"A.F.F.) 1 X 4' ACRYLIC LENS DOUBLE POLE TOGGLE SWITCH (48" A.F.F.) WALL THREE—WAY TOGGLE SWITCH (48" A.F.F.) $M MOTOR RATED TOGGLE SWITCH (48" A.F.F.) WITH WIRE GUARD D 2 F032/41K UNDER CANOPY LIGHTOLIER ST4WA232 UNIV SO SURFACE 120 1,2,3 ACRYLIC LENS E 1 70W MH WALL ECLIPSE WM938 MH 70 120 EB WALL 120 4 F 2 F032TB/41K SURFACE WALL/CEILING LIGHTOLIER LSW4232 120 SO WALL 120 1,2,3 1' X 4' ACRYLIC LENS X — LED EXIT LIGHT LIGHTOLIER LLNURW UNIVERSAL_ 120 250W AREA LIGHT 51 1 METAL TYPE 3 WITH WIDELITE WDLAL3M-250-3HS POLE 120 1,5,6 HALIDE HOUSE SHIELD 25OW AREA LIGHT S2 1 METAL TYPE 4 INTERNAL WIDELITE WDLAL3M-250-4HS POLE 120 1,5,6 HALIDE HOUSE SHIELD NOTES: 1. PROVIDE LAMPS. 2. EMERGENCY BALLAST SHALL BE WIRED TO OPERATE 2 LAMPS IN EACH FIXTURE. PROVIDE A MIN 1100 LUMENS. 3. SUFFIX "E" AS SHOWN ON PLAN REPRESENTS THAT BASE FIXTURE WITH AN EMERGENCY BALLAST. 4. MOUNT FIXTURE AT 8' ABOVE GROUND. COORDINATE WITH ARCHITECT. 5. PROVIDE A 25' CONCRETE POLE. MOUNT FIXTURE AT 20' AFG. UTILITIES STRUCTURE MODEL US125—T-1 OR EQUIVALENT. FIXTURES SHALL HAVE CLEAR FLAT LENS 6_ PROVIDE HOUSE SHIELD. _. TIME SWITCH, 120V, INTERMATIC T102P OR APPROVED EQUAL. N PHOTOCELL 120V, N INTERMATIC K4121C OR APPROVED EQUAL. 2—WIRE CONTROL MODULE MECH. HELD CONTACTOR FROM MDP N 1. WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. 2. WIRING AND CONDUIT SHALL_ BE REQUIRED BETWEEN ALL OUTLETS INDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS. 3. ALL SWITCH CONTROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS REQUIRED. 4. ALTHOUGH ALL BRANCH CIRCUIT WIRE AND CONDUIT IS NOT SHOWN, IT IS INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING SYSTEM BE INSTALLED. 5. PROVIDE A GREEN GROUND CONDUCTOR IN ALL CIRCUITS, APPROPRIATELY SIZED INCREASE CONDUITS TO ACCOMADATE GROUND CONDUCTOR. 6. UNLESS SHOWN OTHERWISE (BRANCH CIRCUITING INSTRUCTIONS): A. 1600 WATTS MAXIMUM PER 20A/1P BRANCH CIRCUIT, UNLESS SHOWN OTHERWISE. B. 6 CONY. OUTLETS MAXIMUM PER 20A/1P BRANCH CIRCUIT. 7. OUTLETS MOUNTED IN FIRE WALLS SHALL COMPLY WITH THE U.L. CATEGORY OF "OUTLET BOXES AND FITTINGS CLASSIFIED FOR FIRE RESISTANCE." NOTES: 1. ALL PANELS SERVING SITE FIXTURES SHALL HAVE A SURGE ARRESTIR PROVIDED. 2. LIGHTNING ARRESTER LEAD LENGTH SHALL BE KEPT TO A MINIMUM. 3. INSTALL LIGHTNING ARRESTERS AS PER MANUFACTURERS RECOMMENDATIONS. 4. BOND CABINET TO NEW GROUND CONDUCTOR. 5. INSTALL LIGHTNING ARRESTER SECONDARY 1—PHASE SURGE ARRESTOR SQUARE D SDSA1175 OR EQUIVALENT (TYPICAL) TO BUILDING EXTERIOR LIGHTING (SEE SITE PLAN) LIGHTING CONTROL DIAGRAM - CONTACTOR LCl (PARKIN LOTS NOT TO SCALE LIGHTING CONTACTOR W/ NEMA -3R ENCLOSURE, CONTROL MODULE AND H.O.A. SWITCH. SEE SCHEDULE ON THIS SHEET FOR TYPE AND ACCESSORIES. H CM C 01) A 120 CM 0 H.O.A. SW. 2—WIRE CONTROL MECH. HELD MODULE CONTACTOR FROM _MDP N 120 C LIGHTING CONTA►CTCR SCHEDULE LC# LOCATION ZONE CONTROLLED COTROL VOLTAGE NO. POLES SIEMENS TYPEITE COIN TROLLED NOTE LC1 ELEC RM SECURITY LIGHTING 120 2 CLM22031 SEE DIAGRAM 1a,2,3,4 L_C2 ELEC RM EXTERIOR 120 2 CLM22031 SEE DIAGRAM 1b,2,3,4 WALL MOUNTED FIXTURE d• aj oto I IGHTING EXIT LIGHT — WALL MOUNTED — ARROW SHOWS DIRECTION, SOLID QUADRANT INDICATES FACE. CIRCUIT TO UNSWITCHED SHALL BE SIEMENS ITE OR OVED EQUAL. 'ONDARY 1—PHASE AGE ARRESTOR JARE D SDSA1175 EQUIVALENT 'PICAL) TO BUILDING EXTERIOR LIGHTING (SEE SITE PLAN) LIGHTING CONTROL DIAGRAM - CONTACTOR LC2 BUILDING) NOT TO SCALE NOTES: 1a. CONTROLLED VIA PHOTOCELL. 1 b. CONTROLLED BY TIME SWITCH. 2. PROVIDE H.O.A. SELECTOR SWITCH. 3. PROVIDE NEMA -3R ENCLOSURE. 4, PROVIDE SOLID STATE CONTROL MODULE FOR 120VAC P/N CLM4379771 D TIME SWITCH © PHOTOCELL SWITCH POWER/GENERAL LEGEND DUPLEX RECEPTACLE, FLUSH MOUNT (18" AFF) x WP = WEATHERPROOF GFI = GROUND FAULT INTERRUPTER F_WC = ELECTRIC WATER COOLER x MOUNT BEHIND ACCESS PLATE IG = ISOLATED GROUND EM =EMERGENCY CIRCUIT RED DEVICE DC= DROP CORD 44-- DUPLEX RECEPTACLE, MOUNT 6" ABOVE COUNTER TOP H = INSTALL HORIZONTAL_ QUADPL EX RECEPTACLE_, MOUNT IN TWO GANG BOX Q JUNCTION BOX, CEILING MOUNT M JUNCTION BOX, WALL OR FLOOR MOUNT F3P 0' DISCONNECT SWITCH — 3P, 30A., NON—FUSED INDICATED MOTOR, MOTOR NUMBER — REFER TO SCHEDULE (OR) MOTOR HORSEPOWER Imm PANELBOARD —120/208V. — HOMERUN TO PANEL, ONE ARROW PER CIRCUIT /—\ LIGHTING FIXTURE COMMON CIRCUIT CONNECTION. CONTROL FIXTURES SEPARATILY WITH SWITCH SHOWN TELEPFIONE/®ATA/SYSTEMS VOICE/DATA OUTLET, FLUSH MOUNT (18" A.F.F.) STUB INTO CEILING SPACE WITH (2) 3/4" CONDUIT W = HIGHER MOUNT TO MEET ADA REQUIREMENTS rux;� FIRE RETARDANT TREATED PLYWOOD BACKBOARD, 3/4"THK x SIZE AS SHOWN ON PLANS (PAINT TO MATCH WALL) (D SPEAKER — CEILING MOUNT (�s -A SPEAKER — WALL MOUNT WP = WEATHER PROOF SPEAKER WITH SECURITY CAGE OVER IT TV T.V. OUTLET, FLUSH MOUNT (18" A.F.F.) STUB INTO CEILING SPACE WITH 3/4" CONDUIT LIGi-iMO SYMBOLS FA pq O cs h x 2x4 FLUORESCENT LIGHT FIXTURE, LETTER INDICATES FIXTURE TYPE 8a NUMBER INDICATES CIRCUIT & LOWER CASE LETTER SWITCH CONTROL FA 00 � d{ cq ' 1x4 FLUORESCENT LIGHT FIXTURE, LETTER INDICATES FIXTURE TYPE ® 2x4 FLUORESCENT LIGHT FIXTURE, WITH EMERGENCY BATTERY PACK � W� 1x4 FLUORESCENT LIGHT FIXTURE, WITH EMERGENCY BATTERY PACK Q WALL MOUNTED FIXTURE d• aj oto a ,_ EXIT LIGHT — WALL MOUNTED — ARROW SHOWS DIRECTION, SOLID QUADRANT INDICATES FACE. CIRCUIT TO UNSWITCHED LEG OF ADJACENT LIGHTING. �4 N ko vi EXIT LIGHT — CEILING MOUNTED — ARROW SHOWS DIRECTION, �-- SOLID QUADRANT INDICATES FACE. CIRCUIT TO UNSWITCHED LEG OF ADJACENT LIGHTING. $a SINGLE POLE TOGGLE SWITCH, SUBSCRIPT INDICATES FIXTURE CIRCUIT CONTROLLED (48"A.F.F.) $z DOUBLE POLE TOGGLE SWITCH (48" A.F.F.) $s THREE—WAY TOGGLE SWITCH (48" A.F.F.) $M MOTOR RATED TOGGLE SWITCH (48" A.F.F.) D TIME SWITCH © PHOTOCELL SWITCH POWER/GENERAL LEGEND DUPLEX RECEPTACLE, FLUSH MOUNT (18" AFF) x WP = WEATHERPROOF GFI = GROUND FAULT INTERRUPTER F_WC = ELECTRIC WATER COOLER x MOUNT BEHIND ACCESS PLATE IG = ISOLATED GROUND EM =EMERGENCY CIRCUIT RED DEVICE DC= DROP CORD 44-- DUPLEX RECEPTACLE, MOUNT 6" ABOVE COUNTER TOP H = INSTALL HORIZONTAL_ QUADPL EX RECEPTACLE_, MOUNT IN TWO GANG BOX Q JUNCTION BOX, CEILING MOUNT M JUNCTION BOX, WALL OR FLOOR MOUNT F3P 0' DISCONNECT SWITCH — 3P, 30A., NON—FUSED INDICATED MOTOR, MOTOR NUMBER — REFER TO SCHEDULE (OR) MOTOR HORSEPOWER Imm PANELBOARD —120/208V. — HOMERUN TO PANEL, ONE ARROW PER CIRCUIT /—\ LIGHTING FIXTURE COMMON CIRCUIT CONNECTION. CONTROL FIXTURES SEPARATILY WITH SWITCH SHOWN TELEPFIONE/®ATA/SYSTEMS VOICE/DATA OUTLET, FLUSH MOUNT (18" A.F.F.) STUB INTO CEILING SPACE WITH (2) 3/4" CONDUIT W = HIGHER MOUNT TO MEET ADA REQUIREMENTS rux;� FIRE RETARDANT TREATED PLYWOOD BACKBOARD, 3/4"THK x SIZE AS SHOWN ON PLANS (PAINT TO MATCH WALL) (D SPEAKER — CEILING MOUNT (�s -A SPEAKER — WALL MOUNT WP = WEATHER PROOF SPEAKER WITH SECURITY CAGE OVER IT TV T.V. OUTLET, FLUSH MOUNT (18" A.F.F.) STUB INTO CEILING SPACE WITH 3/4" CONDUIT wlii KJC/E311P CHECKMi NVA DATE= 111003 pu sc :1/S' = I' SHEET NUMBER: E-1 pq O cs h x -3-- cti (D 1 ®1 00 � d{ cq ' W rn a aW 1- W a �w cd P1 a ol eq I � W� 0P4M cd d• aj oto a ,_ F'70 �4 N ko vi wlii KJC/E311P CHECKMi NVA DATE= 111003 pu sc :1/S' = I' SHEET NUMBER: E-1 PLAN REFERENCE CJS O PROVIDE 3—WAY SWITCHES AT THIS LOCATION. 1. ALL FIXTURES SHALL BE FED FROM PANEL H-1 UNLESS OTHERWISE NOTED. PROVIDE (2)#12, (1)#12 GND, 3/4". 2. PROVIDE HOT LEG OF CIRCUIT IN SAME ROOM TO BE CONNECTED TO EMERGENCY LIGHTS AND EXIT SIGNS IN THE SAME SPACE. 3, ALL EXIT SIGNS SHALL BE FED WITH (2)#12, (1)#12 GND IN 3/4"C. 4. PROVIDE AN ADDITIONAL TRAVELER HOT LEG FOR 3—WAY SWITCHING APPLICATIONS. 5. IN ADDITION TO CEILING GRID TIE WIRES PROVIDE TWO (2) SAFETY SUPPORTS ATTACHED SECURELY TO OPPOSITE CORNERS •--=--»::.,..:,.. � :..:s.....:....."....,...,...:,.,.,...;.,,,,,..::._.,_;,:,:....::.:.;.;.,.;.;.;;,�.,.;...;,....,.,,;.,.;.-.::.;.;,;,<...::.;;,_,..,...... .....,.;,;.,...<.... (D IAGONALLY) OF EACH R ECESSED LAY—IN LIGHTING FIXTURE .........................,_.. SECU E EY TO BUILDING STRUCTURE. SUPPORTS MAY Y B E XX5 EITHER CHAIN OR WIRES., 5 5 D : D DE 6, ALL 2x4 FIXTURES SHALL BE TYPE A UNLESS OTHERWISE NOTED. PANE4 4 • , .............................................................................................................................................................. T AE' F - D :. . F; DE .......... ::: ... AE I a ab ; ......... 6 b a ,.....,..,1.... ........ Al a lb 6 '6 mlw� � WEE 1 3 3 3 3 3 '31 $a $b $c $d $e $f (TYP. 2 LOCATIONS) on =I: limilm $ %$ 4AE 3 j 3 S BEL 4 - ... .... B F �'t d c A 4 BHJAE;.:. -- 4 3 3 , 3 D 3 DE NORTH y FLOOR PLAN LIGHTING 1/837 _ 1 1_011 :6 ......... 1. CONTRACTOR SHALL REMOVE ALL LIGHTING LOCATED IN AREAS OF CONSTRUCTION BACK TO SOURCE PANEL. RELABEL CIRCUIT AS SPARE. FIELD VISIT REQUIRED PRIOR TO BID. tw w � Q) Q to �' N � �WWr� WW�'6� cd r- 0 R� � V) 0 P4� ul P; � o viaI_'�, 4, f!1 0 bumm E--4 o cm cle W � p 0 C/D 0 o Drown: KJ-/L'+P' p CHE)CKE0: NVA DATE: 1110.031SCALE E NUMBER: F 2 CU -2 CU -3 CU -4 CU -5 CU -1 ............. - 23 23 ; 23 (AFIGFI G FI ............... ................ MDP...::.....:............ .....,......,.. ....... ; 38 f �►: �� GFI1 v�� ,.. GFI 19,18,1716 1 3 ...... 2 ,.. ";,,. 38 21 20 10 " ;, CFI 5 11 , EXISTING ,.. ,„,,, ,,,,,,,; PANEL Q J SERVICE //��13 24-, 41 ,,, rri” 12 $m. ... 'H'I' 2' ,.,,,. GFI J ,� 22 „> E M A 1 ;, , N ,� 13 HOT WATER 2F' 1 EF -1 ,. CFI " RECIRC. PUMP J0 38 / 3- HWRP-1 r '; yt 6HP-120 10 14 % '13 -- ,,. 1 / 28 22 27 / 0 / I :GFI :GFI ', �..... - IA- 33FI WATER HEATER 6KW, 240, 10 G�,1 E 0 m 22 O'AHU-4 �o a n9 8 NORTH 1/800 — 1,_o„ 9 O ti. 9 0 0 AHU-1 i;;j;N, . r/ . GENERAL NOTES. 1. ALL RECEPTACLES ARE FED FROM PANEL "14-1" WITH (2) #12, (1) #12 GND IN 3/4" CONDUIT. 2. REINSTALL_ SPEAKERS AND CONTROLS REMOVED DURING DEMOLITION, 3. ALL AHU'S AND CU'S SHALL BE FED FROM PANEL_ MDP WITH (2)#6 AND (1)#10 IN 3/4"C. PROVIDE A 2—POLE, 60AMP, FUSED DISCONNECT IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. EXTERIOR SHALL BE NEMA -3R AND INTERIOR SHALL BE NEMA -11. 4. PROVIDE 3/4" CONDUIT AND J—BOXES FOR ALL SPEAKER AND VOLUME CONTROL LOCATION FROM SOUND PANEL_. FEENL NOTES: �1 APPROXIMATE LOCATION OF EXISTING PANEL. INSTALL NEW MDP AND PROVIDE 6' CHAINLINK FENCE AROUND PANEL WITH A 3' GATE. MAINTAIN NEC REQUIRED CLEARANCE. PROVIDE J—BOX WITH (2)#12, (1)#12 TO FEED MOTORIZED DAMPERS. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. FEED FROM PANEL H1, 32 AND 34. MOUNT RECF_PTACLE AND TV OUTLET AT 7' AFF. J—BOX FOR FUTURE FAN WITH LIGHT. PROVIDE (3) #12, (1) #12 GND IN 3/4" CONDUIT. V J—BOX FOR SOUND PANEL COORDINATE LOCATION WITH OWNER. O7 CONNECTION FOR MICROPHONE_ JACKS. PROVIDE SINGLE GANG F STUBBED ' F ROVE GEEING. JUNCTION BOX WITH I _MT CONDUIT a TUBBED 6 A O8 VOLUME CONTROL LOCATION. (J—BOX AND CONDUIT ONLY) 09 CONTROL FOR FUTURE FAN MOUNT LEVEL WITH LIGHT SWITCH IN ROOM. 10 COORDINATE EXACT LOCATION OF GARBAGE DISPOSAL WITH KITCHEN LAYOUT. 11 COORDINATE RELOCATING TELEPHONE SYSTEM ENTRY POINT TO NEW LOCATION AS SHOWN. BELL SOUTH CONTACT PERSON IS SCOTT LORNEZ 407-302-7611. COORDINATE_ ADDITIONAL REQUIREMENTS WITH SCOTT PRIOR TO BID. 12 PROVIDE A FLUSH J—BOX WITH A SEALED COVER AND 1" CONDUIT TO BE STUBBED UP INTO CEILING SPACE, PROVIDE_ PULL STRING FOR FUTURE CABLE CONNECTION. 1. CONTRACTOR SHALL COORDINATE WITH OWNER AND FLORIDA POWER (ANDREW KIRBY 407-328---1924).ALL POWER OUTAGES. NOTIFY OWNER 48HRS. PRIOR TO ACTUAL OUTAGE. 2• EXISTING SERVICE TO CHAPEL SHALL REMAIN ACTIVE DURING CONSTRUCTION. 3• PROVIDE A NEMA 3R JUNCTION BOX ABOVE EXISTING 200A DISCONNECT SWITCH. MOUNT AS CLOSE TO EXISTING CEILING AS POSSIBLE. 4• PROVIDE CONDUIT AND CONDUCTORS AS SHOWN ON RISER DIAGRAM FROM MDP TO THE NEMA 3R JUNCTION BOX. MATCH EXISTING CONDUIT AND CONDUCTORS FEEDING EXISTING PANEL. 5. WHEN OVERHEAD SERVICE IS DISCONNECTED AND BEING RECONNECT TO NEW MDP DO T'HE FOLLOWING: —DISCONNECT AND REMOVE THE EXISTING 200A DISCONNECT_. RELOCATE CONDUIT AND CONDUCTORS Tc EXISTING CONDUCTORS WITH T ACCORDANCE TO NEC. —DISCONNECT AND REMOVE C METER CENTER. —DISCONNECT AND REMOVE C FEEDING WALL AHU INSIDE EX —DISCONNECT AND REMOVE C AND INTERMATIC ENCLOSURES —DISCONNECT AND REMOVE P NEW PHONE SERVICE_ LOCATIO #12. 6• PATCH WALL WHERE THE EXI� AND JUNCTION BOX TO MATCI 7• PROVIDE A LABEL ON JUNCTI( WHICH THE CONDUCTORS ARE 2 SE SCHI WI TH GND (2) 5/8°x 30' CU. GND RODS MIN. 1C APART (2) 3/0, (1 DEMOLITION NOTES: 1. CONTRACTOR SHALL REMOVE ALL ELECTRICAL DEVICES BACK TO SOURCE PANEL LOCATED IN AREA BEING RENOVATED. ELECTRICAL DEVICES MAY INCLUDE RECEPTACLES, TELEPHONE, CEILING FANS, ETC... FIELD VISIT REQUIRED PRIOR TO BID. 2. CONTRACTOR SHALL SUPPORT ALL PA/INTERCOM DEVICES. PROTECT FOR REINSTALLATION. COORDINATE NEW LOCATION WITH OWNER. EXTEND CONDUIT AND WIRE AS REQUIRED. RISER DIAGRAM GND, 2" 1 go to O o z ' bOpa- • P-4�co Q) - ry) r+ CU 1 -4t00 P1 -'�4 to "T cq .r_, a) It 0 �17� u,ww�n i WU)� W aW c 0 0� U�WaKY, U1 F- P� U O Lo�: Z U ,4 ko �r�^I � ,b o H rj z �a u' El ❑ N EI DRAM. f61G/81r1P CHECKED- NVA DATE, 11�0�� PLT sem,1/J" = I' SHEET NUMBER: 12U/2A-0 VOLTS 1 _PHASE 3 WIRE PANEL H1 225 AMPS MAIN LUGS ONLY OPTIONS: 225 AMP BIJS 22K AIC SQUARE D SURFACE MTG NEMA 1 TYPE NQOU KVA LOAD BK PL PHASE - KVA _ OTHER REC LTG LOAD BK PL A C PL BK LOAD LTG REC_ OTHER 6.60 V6.4O 1.26 _ MUTIPURPOSE LTS 1/20 1 X 2 1/20 MUTIPURPOSE LTS 1.26 0 Q 1.78 LIGHTING 1/20 3 5 X 4 1/20 LIGHTING 1.26 6.60 6.60 0.92 LIGHTING 1/20 5 X 6 1 20 LIGHTING 1.01 6.60 6.60 0.56 OUTSIDE LIGHTING 1/20 7 9 X 8 1/20 RECEPTACLES CU -1 0.90 4-•56 0.90 RECEPTACLES 1/ZO 9 X 10 11/2Q- RECEPTACLES --- 0.90 4.56 0.90 RECEPTACLES 1/20 11 13 X 12 1/20 RECEPTACLES CU -3 0.90 4.56 0.90 RECEPTACLES 1/20 13 X 14 1/20 RECEPTACLES --_ 0.72 4.56 0.90 KITCHEN COUNTERTOP REC. 1/20 15 17 X 16 1 20 RFFRIDGF_ CU -5 0.18 4.56 0.18 RFFRIDGF 1/20 17 X 18 2/40_ RANGE --- 4-80 4.56 4.80 RANGE 2/40 19 21 X 20 --- --- SPARE 4.80 4,80 --- ---- 21 X 22 1/20 --RECEPTACLES SPARE 0.90 0.72 RECEPTACLES OUTSIDE 1/20 23 25 X 24 1 20 HOT WATER RECIR PUMP SPARE 0.12 0.08 EF -1 1/20 25 X 26 2/35 HOT WATER HEATER SPARE 3.00 0.08 EF -2 1/20 27 29 X 28 ---_ --- SPARE 3.00 0.08 EF -3 1/20 29 X 30 1 20 AHU RECEPTACLES SPARE 0.90 0.08 EF -4 1/20 31 33 X 32 1 20 J -BOXES SPARE 0.56 0.90 �N RECEPT 1/20 33 X 34 1/20 J -BOXES SPARE 0.56 0.18 SOUND 1/20 ---- 37 X 36 1/20 GARBAGE DISPOSAL SPARE 0.18 0.18 SOUND 1/20 2/225 X 38 1/20_ RECEPTACLES SURGE SUPPRESSION D.56 1.00 19.81 FANS 1/20 r 41 X 40 2/30SURGE SUPPRESSION --- 1.00 90.81 0.00 FANS 1/20 SUB TOTAL CONNECTED KVA DEMAND FACTOR DEMAND KVA X 0.00 42 --- ---- 2.80 0.00 117.21 2.32 '15.36 4.52 VOLTAGE 240 SUB TOTAL CONNECTED KVA DEMAND FACTOR DEMAND KVA 3.53 16.86 6.1 Z TOTAL CONN. KVA 48.71 TOTAL DEMAND KVA 39.61 8.05 32.22 8.44 VOLTAGE 240 1.25 * 1.0 * FIRST 10KVA ®100%, REMAINDER OVER 10KVA ® 50% 10.06 21.11 8.44 ** ** **** ** ** ** ** ** ** ** * FIRST 10KVA ®100%, REMAINDER OVER 10KVA ® 50% ** HIGHEST OF THE HVAC ON COINCIDENT LOADS. *** INFORMATION PROVIDED BY FLORIDA POWER 12U/2A-0 VOLTS 1 _PHASE 3 WIRE PANEL H1 225 AMPS MAIN LUGS ONLY OPTIONS: 225 AMP BIJS 22K AIC SQUARE D SURFACE MTG NEMA 1 TYPE NQOU KVA LOAD BK PL PHASE - KVA _ OTHER REC LTG LOAD BK PL A C PL BK LOAD LTG REC_ OTHER 6.60 V6.4O 1.26 _ MUTIPURPOSE LTS 1/20 1 X 2 1/20 MUTIPURPOSE LTS 1.26 0 Q 1.78 LIGHTING 1/20 3 5 X 4 1/20 LIGHTING 1.26 6.60 6.60 0.92 LIGHTING 1/20 5 X 6 1 20 LIGHTING 1.01 6.60 6.60 0.56 OUTSIDE LIGHTING 1/20 7 9 X 8 1/20 RECEPTACLES CU -1 0.90 4-•56 0.90 RECEPTACLES 1/ZO 9 X 10 11/2Q- RECEPTACLES --- 0.90 4.56 0.90 RECEPTACLES 1/20 11 13 X 12 1/20 RECEPTACLES CU -3 0.90 4.56 0.90 RECEPTACLES 1/20 13 X 14 1/20 RECEPTACLES --_ 0.72 4.56 0.90 KITCHEN COUNTERTOP REC. 1/20 15 17 X 16 1 20 RFFRIDGF_ CU -5 0.18 4.56 0.18 RFFRIDGF 1/20 17 X 18 2/40_ RANGE --- 4-80 4.56 4.80 RANGE 2/40 19 21 X 20 --- --- SPARE 4.80 4,80 --- ---- 21 X 22 1/20 --RECEPTACLES SPARE 0.90 0.72 RECEPTACLES OUTSIDE 1/20 23 25 X 24 1 20 HOT WATER RECIR PUMP SPARE 0.12 0.08 EF -1 1/20 25 X 26 2/35 HOT WATER HEATER SPARE 3.00 0.08 EF -2 1/20 27 29 X 28 ---_ --- SPARE 3.00 0.08 EF -3 1/20 29 X 30 1 20 AHU RECEPTACLES SPARE 0.90 0.08 EF -4 1/20 31 33 X 32 1 20 J -BOXES SPARE 0.56 0.90 �N RECEPT 1/20 33 X 34 1/20 J -BOXES SPARE 0.56 0.18 SOUND 1/20 ---- 37 X 36 1/20 GARBAGE DISPOSAL SPARE 0.18 0.18 SOUND 1/20 2/225 X 38 1/20_ RECEPTACLES SURGE SUPPRESSION D.56 1.00 19.81 FANS 1/20 r 41 X 40 2/30SURGE SUPPRESSION --- 1.00 90.81 0.00 FANS 1/20 SUB TOTAL CONNECTED KVA DEMAND FACTOR DEMAND KVA X 0.00 42 --- ---- 2.80 0.00 117.21 2.32 '15.36 4.52 VOLTAGE 240 SUB TOTAL CONNECTED KVA DEMAND FACTOR DEMAND KVA 3.53 16.86 6.1 Z TOTAL CONN. KVA 48.71 TOTAL DEMAND KVA 39.61 8.05 32.22 8.44 VOLTAGE 240 1.25 * 1.0 DEMAND AMPS 165.06 10.06 21.11 8.44 120/240 VOLTS 1 PHASE 3 WIRE PANEL MDP 600 AMPS MAIN CIRCUIT BREAKER OPTIONS: 600 AMP BUS 42K AIC SQUARE D SURFACE MTG NEMA 3R "TYPE NQOD * * KVA REC LTG LOAD BK PL PHASE A C PL BK LOAD KVA LTG REC OTHER AHU 1 2/60 1 X 2 2/60 AHU 2 6.60 V6.4O X4--6.60 0 Q AHU 3 2/6o 5 X 6 2 60 AHU 4 6.60 6.60 U1 --- ---- 7 X 8 ---- --- 6.60 6.60 AHU-5 2/60 9 X 10 2/60 CU -1 4-•56 6.60 --- ---- 11 X 12 --_- --- 4.56 4.56 CU -2 2/60 13 X 14 2/60 CU -3 4.56 4.56 --- ---- 15 X 16 ---- --_ 4.56 4.56 CU -4 2/60 17 X 18 2/6o CU -5 4.56 4.56 --- ---- 19 X 20 ---- --- 4.56 1.40 PARKING LOT N.LIGHT 1/30 21 X 22 1/20 SPARE 1.40 PARKING LOT W. LIGHT 1/30 23 X 24 1/20 SPARE SPARE 1/20 25 X 26 1/20 SPARE SPARE 1/20 27 X 28 1 20 SPARE SPARE 1/20 29 X 30 1/20 SPARE SPARE 1/20 31 X 32 1/20 SPARE SPARE 1/20 33 X 34 1/20 SPARE 6.00 EXISTING 200A PANEL _ 2/200 35 X 36 1 20 SPARE 6.00 --- ---- 37 X 38 1/20 SPARE 19.81 PANEL H1 2/225 39 X 4U 2/60 SURGE SUPPRESSION 19.81 --- ---- 41 X 42 --- --- 90.81 0.00 2.80 SUB TOTAL CONNECTED KVA DEMAND FACTOR DEMAND KVA 0.00 0.00 26.40 TOTAL CONN. KVA 120.01 TOTAL DEMAND KVA 120.71 2.80 0.00 117.21 1.25 * 1.0 VOLTAGE 240 3.50 0.00 117.21 DEMAND AMPS 502.98 0� O a -�-- t . 4 to W aW o c+r 0 !r+ 0 i cn , P4 Qa C) � a a � pq V) (' � P4 0 ❑ o 0-❑ +WN: KJG/E3MP CHMED, NVA DATE: 11.20.03 Ptr SCALE_ I/8" =1' NUMBER: E-4 u 0 Q 0 U2 U1 a T C7 i +WN: KJG/E3MP CHMED, NVA DATE: 11.20.03 Ptr SCALE_ I/8" =1' NUMBER: E-4 OBTAIN PERMITS AND INSPECTIONS FROM AUTHORITIES HAVING JURISDICTION. DELIVER CERTIFICATES OF INSPECTION TO THE OWNER AT TIME OF ACCEPTANCE INSPECTION. -0 FrilkiC1:1:M, ALL MATERIALS SHALL_ BE NEW, FREE OF DEFECTS, AND SHALL BE UL LISTED, BEAR THE UI_ LABEL OR BE LABELED OR LISTED WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY. WHERE NO LABELING OR LISTING SERVICE IS AVAILABLE FOR CERTAIN TYPE OF EQUIPMENT, TEST DATA SHALL BE SUBMITTED TO PROVE TO THE OWNER THAT EQUIPMENT MEETS OR EXCEEDS AVAILABLE STANDARDS. SECTION 16050 BASIC REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. THE OTHER CONTRACT DOCUMENTS COMPLIMENT THE REQUIREMENTS OF THIS SECTION. 1.2 SCOPE A. THE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, FURNISHING A COMPLETE ELECTRICAL SYSTEM AS SHOWN ON THE DRAWINGS. B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC, INTENDED TO CONVEY THE SCOPE OF THE WORK AND TO INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS SUCH AS CONDUIT FITTINGS, ACCESS PANELS, SLEEVES, PULL AND JUNCTION BOXES MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY CODE OR BY OTHER SECTIONS, SUCH ITEMS SHALL BE INCLUDED. C. EQUIPMENT SPECIFICATION MAY NOT DEAL INDIVIDUALLY WITH MINUTE ITEMS SUCH AS COMPONENTS, PARTS, CONTROLS AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHAL I BE INCLUDED BY THE SUPPLIER OF THE EQUIPMENT, WHETHER OR NOT SPECIFICALLY INDICATED. D. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS SHALL DETAIL SPACE CONDITIONS TO THE SATISFACTION OF ALL CONCERNED TRADES, SUBJECT TO REVIEW AND FINAL ACCEPTANCE BY -THE ARCHITECT. IN THE EVENT THAT THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH WORK OF OTHER TRADES, THE NECESSARY CHANGES SHALL BE MADE IN THE WORK TO CORRECT -THE CONDITION, AT NO ADDITIONAL COST TO THE OWNER. 1.3 TEMPORARY LIGHTING AND POWER A. FURNISH, INSTALL AND MAINTAIN TEMPORARY LIGHTING AND POWER TO BE USED BY ALL TRADES DURING CONSTRUCTION. THE ENTIRE SYSTEM SHALL BE GROUNDED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY COSTS FOR TEMPORARY SERVICE. 1.4 SUPERVISION OF THE WORK A. PROVIDE FIELD SUPERINTENDENT WHO HAS HAD A MINIMUM OF FOUR (4) YEARS PREVIOUS SUCCESSFUL EXPERIENCE ON PROJECTS OF COMPARABLE SIZES AND COMPLEXITY. SUPERINTENDENT SHALL BE PRESENT AT ALL TIMES THAT WORK UNDER THIS DIVISION IS BEING INSTALLED OR AFFECTED. 1.5 DELIVERY AND STORAGE A. HANDLE, STORE AND PROTECT EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE REQUIREMENTS OF NFPA 708, APPENDIX J, TITLED "EQUIPMENT STORAGE AND MAINTENANCE DURING CONSTRUCTION". REPLACE DAMAGED OR DEFECTIVE ITEMS WITH NEW ITEMS. 1.6 ELECTRICAL CONNECTIONS A. CONNECTIONS SHALL BE TIGHTENED TO THE TORQUE VALUES RECOMMENDED BY 'THAT DEVICE MANUFACTURERS INSTRUCTIONS. IF THESE VALUES ARE NOT LISTED, TIGHTEN TO POUND -INCH OR POUND -FOOT VALUES RECOMMENDED IN UL STANDARD 486B, A SUMMARY OF WHICH MAY BE FOUND IN SECTION 110-14 OF THE NATIONAL_ ELECTRIC CODE HANDBOOK. 1.7 INTERRUPTIONS OF SERVICE A. POWER INTERRUPTIONS SHALT_ BE HELD TO AN ABSOLUTE MINIMUM. ALL INTERRUPTIONS TO EXISTING BUILDINGS REQUIRED SHALL BE APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE IN WRITING 14 DAYS PRIOR TO THE TIME THE INTERRUPTION IS REQUESTED TO PERMIT SCHEDULING WITH THE OWNER'S STAFF. B. ANY POWER INTERRUPTION SHALL NOT EXCEED TWO (2) HOURS IN THE DURATION APPROVED BY THE OWNER. 1.8 TESTS A. SYSTEMS SHALL BE TESTED BY THE CONTRACTOR AND PLACED IN PROPER WORKING ORDER PRIOR TO DEMONSTRATING SYSTEMS TO OWNER. B. AFTER WORK IS COMPLETED, A LOAD BALANCE TEST SHALL BE MADE FOR EACH PANELBOARD TO DEMONSTRATE THAT WITH FULL_ LIGHTING AND MECHANICAL LOAD, THE BALANCE BETWEEN PHASES IS WITHIN7.15 UNBALANCE BEYOND THIS LIMIT SHALL BE CORRECTED, MAINTAINING PROPER PHASE RELATION TO NEUTRAL AT ALL TIMES. C. PERFORM SUCH TESTS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THE SITE. 1.9 DEMONSTRATIONS A. PRIOR TO ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL DEMONSTRATE TO THE OWNER, OR HIS DESIGNATED REPRESENTATIVE, ALL FEATURES AND FUNCTIONS OF ALL SYSTEMS AND SHALL INSTRUCT THE OWNER IN THE PROPER OPERATION OF THE SYSTEMS. EACH SYSTEM SHALL BE DEMONSTRATED ONCE, a B. THE DEMONSTRATIONS SHALL CONSIST OF NOT LESS THAN THE FOLLOWING: 1. POINT OUT THE ACTUAL LOCATION OF EACH COMPONENT OF A SYSTEM AND DEMONSTRATE ITS FUNCTION AND ITS RELATIONSHIP TO OTHER COMPONENTS WITHIN THE SYSTEM. 2. DEMONSTRATE THE ELECTRICAL SYSTEMS BY ACTUAL "START -STOP" OPERATION SHOWING HOW TO WORK CONTROLS, HOW TO RESET PROTECTIVE DEVICES, AND WHAT TO DO IN AN EMERGENCY. 3. DEMONSTRATE COMMUNICATION, SIGNAL, ALARM AND DETECTION SYSTEMS BY ACTUAL OPERATION OF THE SYSTEMS AND SHOW HOW TO RESET SIGNAL, ALARM AND DETECTION DEVICES. C. SYSTEMS TO BE DEMONSTRATED SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: 1. POWER DISTRIBUTION SYSTEMS 2. LIGHTING AND LIGHTING CONTROL SYSTEMS 3. MOTOR AND EQUIPMENT CONTROL 4. TELEPHONE SYSTEM D. CONTRACTOR SHALL FURNISH THE NECESSARY TRAINED PERSONNEL TO PERFORM THE DEMONSTRATIONS AND INSTRUCTIONS, AND SHALL ARRANGE TO HAVE THE MANUFACTURER'S REPRESENTATIVES PRESENT TO ASSIST WITH THE DEMONSTRATIONS. E. CONTRACTOR SHALL ARRANGE WITH THE OWNER, THE ARCHITECT AND THE ENGINEER, THE DATES AND TIMES FOR PERFORMING EACH DEMONSTRATION. 1.10 IDENTIFICATION A. CONTRACTOR SHALL PROVIDE IDENTIFICATION FOR WIRING SYSTEMS AND EQUIPMENT. B. LETTERING FOR IDENTIFICATION SHALL BE OF SIGN PAINTERS QUALITY OR STENCIL LETTERING. PAINT SHALL BE FAST DRYING SIGN ENAMEL. ALL PULL AND JUNCTION BOXES FOR THESE SYSTEMS IN SERVICE AREAS, ABOVE ACCESSIBLE CEILINGS AND IN ACCESSIBLE CHASES SHALL HAVE ONE-HALF INCH HIGH BLACK LETTERING IDENTIFYING THE SYSTEM. LETTERING PRINTED NEATLY AND LEGIBLY WITH PERMANENT "MAGIC MARKER" IS ACCEPTABLE FOR LETTERING OF BOXES ABOVE CEILINGS. C. POWER AND LIGHTING CIRCUITS SHALL HAVE CONDUCTORS COLOR CODED OR BANDED, PER 16120 "WIRE AND CABLE" IN EACH JUNCTION AND PULL BOX. D. NAMEPLATES 1. THE FOLLOWING ITEMS SHALL BE EQUIPPED WITH NAME- PLATES: ALL MOTOR STARTERS, PUSHBUTTON STATIONS, CONTROL PANELS, TIME SWITCHES, DISCONNECT SWITCHES, PANELBOARDS, CONTACTORS OR RELAYS IN SEPARATE ENCLOSURES, POWER RECEPTACLES WHERE THE NOMINAL VOLTAGE BETWEEN ANY PAIR OR CONTACTS IS GREATER THAN 150V, ALL SWITCHES CONTROLLING OUTLETS OR EQUIPMENT WHERE THE OUTLETS ARE NOT LOCATED WITHIN SIGHT OF THE CONTROLLING SWITCH, AND CABINETS. SPECIAL ELECTRICAL SYSTEMS SHALL BE IDENTIFIED AT TERMINAL CABINETS AND EQUIPMENT RACKS. 2. NAMEPLATES SHALL ADEQUATELY DESCRIBE THE FUNCTION OF THE PARTICULAR EQUIPMENT INVOLVED. WHERE NAMEPLATES ARE DETAILED ON THE DRAWINGS, INSCRIPTION AND SIZE OF LETTERS SHALL BE AS SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR APPROVAL. NAMEPLATES FOR PANELBOARD SHALL INCLUDE THE PANEL DESIGNATION, VOLTAGE, PHASE, AND SOURCE. FOR EXAMPLE, "PANEL 3PA, 120/208V, 3-PHASE, 4 -WIRE, FED FROM XFMR T -3A. THE NAME OF THE MACHINE ON 'THE NAMEPLATES FOR A PARTICULAR MACHINE SHALL BE THE SAME AS THE ONE USED ON ALL MOTOR STARTERS, DISCONNECT AND P.B. STATION NAMEPLATES FOR THAT MACHINE. 3. NAMEPLATES SHALL BE LAMINATED PHENOLIC PLASTIC, WHITE FRONT AND ATTACH BACK WITH BLACK CORE, WITH LETTERING ETCHED THROUGH THE OUTER COVERING. WITH PLATED OR STAINLESS STEEL SCREWS. NAMEPLATES TO IDENTIFY EMERGENCY AND FIRE ALARM DEVICES SHALL BE RED LAMINATE. E. PANELBOARDS SHALL HAVE TYPE -WRITTEN CIRCUIT DIRECTORIES INSTALLED INSIDE THE DOORS UNDER TRANSPARENT PLASTIC COVERS. 1.11 SUBMITTALS A. METHOD OF PREPARING AND PROCEDURE FOR SUBMITTING SHOP DRAWINGS AND SUBMITTAL DATA SHALL BE IN COMPLIANCE WITH SECTION 01000. B. SUBMITTAL DATA FOR ELECTRICAL EQUIPMENT SHALL CONSIST OF SHOP DRAWINGS AND/OR CATALOG CUTS SHOWING TECHNICAL DATA NECESSARY TO EVALUATE THE MATERIAL OR EQUIPMENT, TO INCLUDE DIMENSIONS, WIRING DIAGRAMS, PERFORMANCE CURVES, RATINGS, CONTROL SEQUENCE AND OTHER DESCRIPTIVE DATA NECESSARY TO DESCRIBE FULLY THE ITEM PROPOSED AND ITS OPERATING CHARACTERISTICS. ANY SUBMITTAL DATA IN FOLLOWING ELECTRICAL SECTIONS, SPECIFIC TO THAT SECTION, IS IN ADDITION TO SUBMITTAL REQUIREMENTS OF THIS SECTION. 1.12 FIRE STOPPING A. PENETRATIONS OF RATED WALLS AND FLOORS SHALL BE SEALED TO PREVENT PASSAGE OF FIRE, SMOKE, TOXIC GASES AND WATER. MAINTAIN THE FIRE/OR SMOKE RATING OF ALL RATED WALL AND FLOORS. B. SEALING MATERIAL SHALL BE PERFORMED WITH THE USE OF MATERIAL SPECIFICALLY INTENDED FOR THE PURPOSE AND APPLICATION. METHOD OF INSTALLATION SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND TO APPLICABLE CODES AND STANDARDS. 1.13 RECORD DRAWINGS A. AT THE JOB SITE, MAINTAIN A SET OF PRINTS ON WHICH ARE RECORDED ALL FORMAL FIELD CHANGES AND OTHER PORTIONS OF THE WORK THAT VARY SIGNIFICANTLY FROM THE CONTRACT DOCUMENTS. INDICATE ACTUAL ROUTING OF ELECTRICAL FEEDERS. B. DELIVER RECORD DRAWINGS TO THE ARCHITECT IN THE QUANTITY AND MANNER SPECIFIED IN DIVISION 1 - GENERAL REQUIREMENTS. 1.14 MAINTENANCE MANUALS A. PROVIDE THREE (3) MAINTENANCE MANUALS CONTAINING PRODUCT DATA, SHOP DRAWINGS, WIRING DIAGRAMS, INSTRUCTIONS AND PART LISTS FOR MAINTAINING AND OPERATION ELECTRICAL SYSTEMS AND EQUIPMENT. INCLUDE A DESCRIPTION OF NORMAL_ ADJUSTMENTS AND A LIST OF ITEMS REQUIRING PERIODIC MAINTENANCE AND THE FREQUENCY REQUIRED. PROVIDE OWNER WITH ANY SPECIAL TOOLS REQUIRED. B. DELIVER MAINTENANCE MANUALS TO THE OWNER AT THE TIME OF THE DEMONSTRATION OF SYSTEMS AND EQUIPMENT. 1.15 CONCRETE WORK A. FURNISH AND INSTALL REINFORCED CONCRETE PADS FOR TRANSFORMERS OF SIZE REQUIRED. PADS SHALL BE THREE INCHES HIGH AND SHALL EXCEED DIMENSIONS OF EQUIPMENT BEING SET ON THEM BY SIX INCHES ON ALL SIDES. CHAMFER TOP EDGES TO ONE-HALF INCH. TROWEL ALL SURFACES SMOOTH, REINFORCE PADS WITH 6" X 6" X 9/9 WELDED WIRE FABRIC. B. THIS CONTRACTOR SHALL FURNISH ALL EQUIPMENT ANCHOR BOLTS AND SHALL BE RESPONSIBLE FOR THEIR PROPER INSTALLATION AND ACCURATE LOCATION. C. EXPOSED CONDUIT BUNDLES THROUGH FLOORS UP INTO SURFACE MOUNTED PANELBOARDS SHALL HAVE 3" HIGH HOUSEKEEPING PAD POURED AROUND THEM. SECTION 16111 RACEWAYS RIGID STEEL CONDUIT HOT -DIPPED GALVANIZED, THREADED TYPE CONFORMING TO ANSI 080.1 AND UL 6. USE WHERE EXPOSED TO THE EXTERIOR. ELECTRICAL METALLIC TUBING (EMT) AND INTERMF_DIATF_ METAL CONDUIT (IMC) FS WW -C-563, ANSI C80.3 AND UL 797. USE IN INTERIOR SPACES. SECTION 16120 WIRES AND CABLES (600 VOLTS AND LESS) WIRE AND CABLE ALL CONDUCTORS SHALL BE COPPER. TYPE THHN/THWN, SINGLE CONDUCTOR, N0, 12 MINIMUM FOR GENERAL USE WIRING. TYPE MC CABLE, THHN/XHHW, INSULATED MULTIPLE CONDUCTORS, NO. 12 MINIMUM FOR GENERAL USE WIRING. SECTION 16130 BOXES OUTLET BOXES --FLUSH MOUNTED WALL OUTLETS: 4 INCH SQUARE WITH PLASTER RING AS REQUIRED. CEILING LIGHTING FIXTURE OUTLET BOXES. 4 INCH OCTAGON GALVANIZED BOX WITH RAISED COVER SET FLUSH WITH FINISHED SURFACE, COMPLETE WITH 3/8 INCH FIXTURE STUD. OUTLET BOXES --SURFACE MOUNTED GENERAL USE OUTLET BOXES: SINGLE OR MULTIPLE GANGED CADMIUM PLATED MALLEABLE IRON OR FERRALOY TYPE FS OR FD CAST BOXES WITH THREADED HUBS, OR 4 INCH SQUARE PRESSED STEEL BOXES. OUTLET BOX LOCATIONS SWITCHES: 48 INCHES ABOVE FLOOR. LOCATE ON LATCH SIDE OF DOOR. RECEPTACLES AND TELEPHONE OUTLETS: 18 INCHES ABOVE FLOOR OR 6 INCHES ABOVE COUNTERS. MOTOR STARTERS AND DISCONNECT SWITCHES: 60 INCHES ABOVE FLOOR. SECTION 16140 WIRING DEVICES RECEPTACLES HEAVY DUTY DUPLEX: SPECIFICATION GRADE DUPLEX RECEPTACLES, 2 POLE, 3 WIRE, GROUNDING, 20 AMPERES, 125 VOLTS, WITH NEMA CONFIGURATION 5-20R UNLESS OTHERWISE INDICATED. GROUND -FAULT CIRCUIT INTERRUPTERS: PROVIDE GROUND FAULT CIRCUIT INTERRUPTER, WITH HEAVY DUTY DUPLEX RECEPTACLES. SHALL BE GROUNDING TYPE, RATED 20 AMPERES, 120 VOLTS, 60 HZ; WITH SOLID-STATE GROUND FAULT SENSING. SWITCHES SINGLE POLE SNAP: GENERAL DUTY FLUSH SINGLE POLE QUIET TOGGLE SWITCHES, 20 AMPERES 120/277 V01_TS AC, WITH MOUNTING YOKE INSULATED FROM MECHANISM, EQUIP WITH PLASTER EARS, SWITCH HANDLE, AND SIDE -WIRED SCREW TERMINALS. WALL PLATES MATERIAL AND FINISH: PLASTIC, SMOOTH. COLOR: IVORY. SECTION 16155 MOTOR STARTERS MAGNETIC COMBINATION NON -REVERSING STARTERS WITH H -Q-A SWITCH AND RED AND GREEN INDICATOR LIGHTS, FOR 3 PHASE MOTORS, AC FRACTIONAL HORSEPOWER MANUAL STARTERS FOR SINGLE PHASE MOTORS. SECTION 16160 PANELBOARDS PANELBOARDS AND DISTRIBUTION PANELS PROVIDE DEAD FRONT PANELBOARDS WITH SWITCHING AND PROTECTIVE DEVICES IN QUANTITIES, RATING, TYPES, AND ARRANGEMENTS SHOWN; WITH LUG CONNECTORS APPROVED FOR COPPER CONDUCTORS. PANELBOARDS SHALL BE SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC COMPANY. SECTION 16170 MOTOR AND CIRCUIT DISCONNECTS GENERAL DUTY DISCONNECT SWITCHES PROVIDE SURFACE MOUNTED, GENERAL DUTY TYPE, SHEET STEEL ENCLOSED SWITCHES, THAT ARE FUSIBLE OR NON -FUSIBLE, WITH VOLTAGE RATING FOR CIRCUIT, AMPERAGE, NUMBER OF POLES AND INDICATED ON DRAWINGS AND INCORPORATING SPRING ASSISTED, QUICK MAKE, QUICK BREAK SWITCHES WHICH ARE SO CONSTRUCTED THAT SWITCH BLADES ARE VISIBLE IN OFF' POSITION WITH DOOR OPEN, UNLESS OTHERWISE INDICATED, PROVIDE NEMA TYPE 1 ENCLOSURE WITH STAMPED ENCLOSURE KNOCKOUTS. OUTDOOR ENCLOSURES SHALL BE NEMA 3R. ALL SAFETY SWITCHES 30-600 AMPS, SHALL BE PROVIDED WITH CLASS R REJECTION STYLE FUSE CLIPS. THE COMBINATION RATING OF THE SAFETY SWITCH AND R FUSE SHALL BE 100,000 SYM AMPS AND LABELED AS SUCH. SECTION 16450 GROUNDING CONDUCTORS PROVIDE ELECTRICAL GROUNDING CONDUCTORS FOR GROUNDING CONNECTIONS MATCHING POWER SUPPLY WIRING MATERIALS AND SIZED ACCORDING TO NEC. CONDUCTORS SHALL BE COPPER. SECTION 16500 LIGHTING FIXTURES FIXTURES FABRICATE OF SHEET STEEL, DIE -FORMED TO PROVIDE STRUCTURAL STRENGTH. TREAT FIXTURES FOR ACCEPTANCE OF BAKED WHITE HIGH REFLECTANCE ENAMEL OR PORCELAIN ENAMEL FINISH COAT. LENS PANELS FOR SURFACE BOX TYPE FIXTURES AND FOR RECESSED TROFFERS SHALL BE FRAMED AND BE EQUIPPED WITH HINGE AND LATCH. EQUIP FRAMES AND LOUVERS WITH RETAINING MEANS TO SUPPORT FRAME DURING RELAMPING. PROVIDE FIXTURES, LAMPS, AND BALLASTS AS SCHEDULED ON THE DRAWINGS. SECTION 15040 ELECTRICAL DEMOLITION AND ALTERATIONS RELATED DOCUMENTS A. THE OTHER CONTRACT DOCUMENTS COMPLEMENT THE REQUIREMENTS OF THIS SECTION. THE GENERAL REQUIREMENTS APPLY TO THE WORK OF THIS SECTION. JOB CONDITIONS A. THIS CONTRACTOR IS RESPONSIBLE FOR ALL CHARGES, FEES, ETC. INCURRED AS A RESULT OF THE ELECTRICAI_PORTION OF THE DEMOLITION. B. PRIOR TO DEMOLITION OR ALTERATION OF STRUCTURES, THE FOLLOWING SHALL BE ACCOMPLISHED: 1. COORDINATE SEQUENCING WITH OWNER AND OTHER CONTRACTORS, 2. SURVEY AND RECORD CONDITION OF EXISTING FACILITIES TO REMAIN IN PLACE THAT MAY BE AFFECTED BY DEMOLITION SURVEY OPERATIONS. AFTER DEMOLITION OPERATIONS ARE COMPLETED, CONDITIONS AGAIN AND RESTORE EXISTING FACILITIES TO THEIR PRE -DEMOLITION CONDITION, AT NO ADDITIONAL COST TO OWNER. 3. SALVAGE EQUIPMENT SCHEDULED FOR REUSE IN NEW WORK OR SCHEDULED TO BE DELIVERED TO OWNER'S STORAGE FACILITY. DEMOLITION A. ELECTRICAL EQUIPMENT IN CONFLICT WITH CONSTRUCTION SHALL BE REMOVED AND/OR RELOCATED AS INDICATED ON THE ARCHITECTURAL DRAWINGS, AS DIRECTED OR REQUIRED. THIS CONTRACTOR SHALL REMOVE ALL ELECTRICAL EQUIPMENT RELEASED FROM SERVICE AS A RESULT OF CONSTRUCTION, AND NO EQUIPMENT REMOVED SHALL BE REUSED, EXCEPT AS SPECIFICALLY DIRECTED ON THE DRAWINGS OR ELSEWHERE HEREIN. EXCEPT FOR CONDUIT, CONDUCTORS AND MISCELLANEOUS HARDWARE, ALL ELECTRICAL EQUIPMENT SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL_ BE STORED ON THE SITE, AS PER DIRECTION FROM THE OWNER, FOR REMOVAL_ BY THE OWNER. B. ANY EXISTING CIRCUITS OR EQUIPMENT NOT SHOWN ON THE DRAWINGS AND WHICH ARE LOGICALLY EXPECTED TO BE CONTINUED IN SERVICE AND WHICH MAY BE INTERRUPTED OR DISTURBED DURING CONSTRUCTION, SHALL BE RECONNECTED IN AN APPROVED MANNER. IN ADDITION, ANY EXISTING CIRCUIT OR EQUIPMENT WHICH MAY REQUIRE RELOCATION OR REROUTING AS A RESULT OF CONSTRUCTION, SHALT_ BE CONSIDERED IN THE CONTRACT WITH NO ADDITIONAL COMPENSATION. C. REMOVE ALL WIRING TO EXISTING EQUIPMENT, LIGHTING AND RECEPTACLES BEING DISCONTINUED OR REMOVED DUE TO CONSTRUCTION. ABANDONED OR REMOVED CIRCUITS SHALL BE DISCONNECTED AT THEIR OVER CURRENT DEVICE, THE CONDUCTORS REMOVED AND THE CIRCUIT SPACE MARKED "SPARE" ON THE APPLICABLE DIRECTORY USING ADHESIVE BACKED CORRECTION "TAPE. D. OUTLET BOXES BEING ABANDONED IN EXISTING WALLS IN REMODELED AREAS SHALL HAVE OPENING PATCHED TO MATCH EXISTING WALL FINISH. BLANK COVERS ARE NOT ACCEPTABLE UNLESS NOTED OTHERWISE. E. THE EXISTING BUILDING IS TO REMAIN IN OPERATION DURING CONSTRUCTION. THIS CONTRACTOR SHALL COORDINATE ALL WORK THAT WILL INTERFERE WITH THE PRESENT OPERATION OF THE FACILITY WITH THE OWNER. F. DURING THE DEMOLITION AND ALTERATIONS, EXISTING LIGHTING SHALL REMAIN ACTIVE. G. PROVIDE ALL CORING AND SAWCUTTING OF SLAB THAT IS REQUIRED FOR ELECTRICAL WORK. OBTAIN PRIOR APPROVAL FROM THE OWNER IF ANY CORING IS REQUIRED THROUGH STRUCTURAL MEMBERS. H. PROVIDE REQUIRED ADDITIONAL_ SUPPORT FOR EXISTING CONDUIT IN REMODELED AREA THAT IS NOT BEING REMOVED AND IS NOT PROPERLY SUPPORTED IN ACCORDANCE WITH N.E.C. REQUIREMENTS. o� Gc; bAD a� P4 i-.4 cot,, Q) a I a CO cs7 LOW�ln a rn m P,Z P, t�cnW P� 0 i UrW1 L DIVISION 16 ELECTRICAL SPECIFICATIONS SECTION 16026 CODES, FEES, AND STANDARDS CODES AND FEES - UNLESS SPECIFICALLY NOTED TO THE CONTRARY, FURNISH ALL EQUIPMENT, MATERIALS LABOR, AND INS -FALL AND TEST IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FOLLOWING CODES AND STANDARDS: 1. NFPA-70 (1996) NATIONAL ELECTRICAL_ CODE 2. ACCESSIBILITY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS 3. STANDARD BUILDING CODE 4. AMERICANS WITH DISABILITIES ACT (ADA) 5. FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION - 1997 DRAFT EDITION 6. ANSI: AMERICAN STANDARDS INSTITUTE, INC. 7. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS 8. NEMA: NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION 9. NESC: NATIONAL ELECTRIC SAFETY CODE 10. NFPA: NATIONAL FIRE PROTECTION ASSOCIATION 11. UL: UNDERWRITERS' LABORATORIES, INC. 12. APPLICABLE LOCAL CODES OBTAIN PERMITS AND INSPECTIONS FROM AUTHORITIES HAVING JURISDICTION. DELIVER CERTIFICATES OF INSPECTION TO THE OWNER AT TIME OF ACCEPTANCE INSPECTION. -0 FrilkiC1:1:M, ALL MATERIALS SHALL_ BE NEW, FREE OF DEFECTS, AND SHALL BE UL LISTED, BEAR THE UI_ LABEL OR BE LABELED OR LISTED WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY. WHERE NO LABELING OR LISTING SERVICE IS AVAILABLE FOR CERTAIN TYPE OF EQUIPMENT, TEST DATA SHALL BE SUBMITTED TO PROVE TO THE OWNER THAT EQUIPMENT MEETS OR EXCEEDS AVAILABLE STANDARDS. SECTION 16050 BASIC REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. THE OTHER CONTRACT DOCUMENTS COMPLIMENT THE REQUIREMENTS OF THIS SECTION. 1.2 SCOPE A. THE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, FURNISHING A COMPLETE ELECTRICAL SYSTEM AS SHOWN ON THE DRAWINGS. B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC, INTENDED TO CONVEY THE SCOPE OF THE WORK AND TO INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS SUCH AS CONDUIT FITTINGS, ACCESS PANELS, SLEEVES, PULL AND JUNCTION BOXES MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY CODE OR BY OTHER SECTIONS, SUCH ITEMS SHALL BE INCLUDED. C. EQUIPMENT SPECIFICATION MAY NOT DEAL INDIVIDUALLY WITH MINUTE ITEMS SUCH AS COMPONENTS, PARTS, CONTROLS AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHAL I BE INCLUDED BY THE SUPPLIER OF THE EQUIPMENT, WHETHER OR NOT SPECIFICALLY INDICATED. D. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS SHALL DETAIL SPACE CONDITIONS TO THE SATISFACTION OF ALL CONCERNED TRADES, SUBJECT TO REVIEW AND FINAL ACCEPTANCE BY -THE ARCHITECT. IN THE EVENT THAT THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH WORK OF OTHER TRADES, THE NECESSARY CHANGES SHALL BE MADE IN THE WORK TO CORRECT -THE CONDITION, AT NO ADDITIONAL COST TO THE OWNER. 1.3 TEMPORARY LIGHTING AND POWER A. FURNISH, INSTALL AND MAINTAIN TEMPORARY LIGHTING AND POWER TO BE USED BY ALL TRADES DURING CONSTRUCTION. THE ENTIRE SYSTEM SHALL BE GROUNDED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY COSTS FOR TEMPORARY SERVICE. 1.4 SUPERVISION OF THE WORK A. PROVIDE FIELD SUPERINTENDENT WHO HAS HAD A MINIMUM OF FOUR (4) YEARS PREVIOUS SUCCESSFUL EXPERIENCE ON PROJECTS OF COMPARABLE SIZES AND COMPLEXITY. SUPERINTENDENT SHALL BE PRESENT AT ALL TIMES THAT WORK UNDER THIS DIVISION IS BEING INSTALLED OR AFFECTED. 1.5 DELIVERY AND STORAGE A. HANDLE, STORE AND PROTECT EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE REQUIREMENTS OF NFPA 708, APPENDIX J, TITLED "EQUIPMENT STORAGE AND MAINTENANCE DURING CONSTRUCTION". REPLACE DAMAGED OR DEFECTIVE ITEMS WITH NEW ITEMS. 1.6 ELECTRICAL CONNECTIONS A. CONNECTIONS SHALL BE TIGHTENED TO THE TORQUE VALUES RECOMMENDED BY 'THAT DEVICE MANUFACTURERS INSTRUCTIONS. IF THESE VALUES ARE NOT LISTED, TIGHTEN TO POUND -INCH OR POUND -FOOT VALUES RECOMMENDED IN UL STANDARD 486B, A SUMMARY OF WHICH MAY BE FOUND IN SECTION 110-14 OF THE NATIONAL_ ELECTRIC CODE HANDBOOK. 1.7 INTERRUPTIONS OF SERVICE A. POWER INTERRUPTIONS SHALT_ BE HELD TO AN ABSOLUTE MINIMUM. ALL INTERRUPTIONS TO EXISTING BUILDINGS REQUIRED SHALL BE APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE IN WRITING 14 DAYS PRIOR TO THE TIME THE INTERRUPTION IS REQUESTED TO PERMIT SCHEDULING WITH THE OWNER'S STAFF. B. ANY POWER INTERRUPTION SHALL NOT EXCEED TWO (2) HOURS IN THE DURATION APPROVED BY THE OWNER. 1.8 TESTS A. SYSTEMS SHALL BE TESTED BY THE CONTRACTOR AND PLACED IN PROPER WORKING ORDER PRIOR TO DEMONSTRATING SYSTEMS TO OWNER. B. AFTER WORK IS COMPLETED, A LOAD BALANCE TEST SHALL BE MADE FOR EACH PANELBOARD TO DEMONSTRATE THAT WITH FULL_ LIGHTING AND MECHANICAL LOAD, THE BALANCE BETWEEN PHASES IS WITHIN7.15 UNBALANCE BEYOND THIS LIMIT SHALL BE CORRECTED, MAINTAINING PROPER PHASE RELATION TO NEUTRAL AT ALL TIMES. C. PERFORM SUCH TESTS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THE SITE. 1.9 DEMONSTRATIONS A. PRIOR TO ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL DEMONSTRATE TO THE OWNER, OR HIS DESIGNATED REPRESENTATIVE, ALL FEATURES AND FUNCTIONS OF ALL SYSTEMS AND SHALL INSTRUCT THE OWNER IN THE PROPER OPERATION OF THE SYSTEMS. EACH SYSTEM SHALL BE DEMONSTRATED ONCE, a B. THE DEMONSTRATIONS SHALL CONSIST OF NOT LESS THAN THE FOLLOWING: 1. POINT OUT THE ACTUAL LOCATION OF EACH COMPONENT OF A SYSTEM AND DEMONSTRATE ITS FUNCTION AND ITS RELATIONSHIP TO OTHER COMPONENTS WITHIN THE SYSTEM. 2. DEMONSTRATE THE ELECTRICAL SYSTEMS BY ACTUAL "START -STOP" OPERATION SHOWING HOW TO WORK CONTROLS, HOW TO RESET PROTECTIVE DEVICES, AND WHAT TO DO IN AN EMERGENCY. 3. DEMONSTRATE COMMUNICATION, SIGNAL, ALARM AND DETECTION SYSTEMS BY ACTUAL OPERATION OF THE SYSTEMS AND SHOW HOW TO RESET SIGNAL, ALARM AND DETECTION DEVICES. C. SYSTEMS TO BE DEMONSTRATED SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: 1. POWER DISTRIBUTION SYSTEMS 2. LIGHTING AND LIGHTING CONTROL SYSTEMS 3. MOTOR AND EQUIPMENT CONTROL 4. TELEPHONE SYSTEM D. CONTRACTOR SHALL FURNISH THE NECESSARY TRAINED PERSONNEL TO PERFORM THE DEMONSTRATIONS AND INSTRUCTIONS, AND SHALL ARRANGE TO HAVE THE MANUFACTURER'S REPRESENTATIVES PRESENT TO ASSIST WITH THE DEMONSTRATIONS. E. CONTRACTOR SHALL ARRANGE WITH THE OWNER, THE ARCHITECT AND THE ENGINEER, THE DATES AND TIMES FOR PERFORMING EACH DEMONSTRATION. 1.10 IDENTIFICATION A. CONTRACTOR SHALL PROVIDE IDENTIFICATION FOR WIRING SYSTEMS AND EQUIPMENT. B. LETTERING FOR IDENTIFICATION SHALL BE OF SIGN PAINTERS QUALITY OR STENCIL LETTERING. PAINT SHALL BE FAST DRYING SIGN ENAMEL. ALL PULL AND JUNCTION BOXES FOR THESE SYSTEMS IN SERVICE AREAS, ABOVE ACCESSIBLE CEILINGS AND IN ACCESSIBLE CHASES SHALL HAVE ONE-HALF INCH HIGH BLACK LETTERING IDENTIFYING THE SYSTEM. LETTERING PRINTED NEATLY AND LEGIBLY WITH PERMANENT "MAGIC MARKER" IS ACCEPTABLE FOR LETTERING OF BOXES ABOVE CEILINGS. C. POWER AND LIGHTING CIRCUITS SHALL HAVE CONDUCTORS COLOR CODED OR BANDED, PER 16120 "WIRE AND CABLE" IN EACH JUNCTION AND PULL BOX. D. NAMEPLATES 1. THE FOLLOWING ITEMS SHALL BE EQUIPPED WITH NAME- PLATES: ALL MOTOR STARTERS, PUSHBUTTON STATIONS, CONTROL PANELS, TIME SWITCHES, DISCONNECT SWITCHES, PANELBOARDS, CONTACTORS OR RELAYS IN SEPARATE ENCLOSURES, POWER RECEPTACLES WHERE THE NOMINAL VOLTAGE BETWEEN ANY PAIR OR CONTACTS IS GREATER THAN 150V, ALL SWITCHES CONTROLLING OUTLETS OR EQUIPMENT WHERE THE OUTLETS ARE NOT LOCATED WITHIN SIGHT OF THE CONTROLLING SWITCH, AND CABINETS. SPECIAL ELECTRICAL SYSTEMS SHALL BE IDENTIFIED AT TERMINAL CABINETS AND EQUIPMENT RACKS. 2. NAMEPLATES SHALL ADEQUATELY DESCRIBE THE FUNCTION OF THE PARTICULAR EQUIPMENT INVOLVED. WHERE NAMEPLATES ARE DETAILED ON THE DRAWINGS, INSCRIPTION AND SIZE OF LETTERS SHALL BE AS SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR APPROVAL. NAMEPLATES FOR PANELBOARD SHALL INCLUDE THE PANEL DESIGNATION, VOLTAGE, PHASE, AND SOURCE. FOR EXAMPLE, "PANEL 3PA, 120/208V, 3-PHASE, 4 -WIRE, FED FROM XFMR T -3A. THE NAME OF THE MACHINE ON 'THE NAMEPLATES FOR A PARTICULAR MACHINE SHALL BE THE SAME AS THE ONE USED ON ALL MOTOR STARTERS, DISCONNECT AND P.B. STATION NAMEPLATES FOR THAT MACHINE. 3. NAMEPLATES SHALL BE LAMINATED PHENOLIC PLASTIC, WHITE FRONT AND ATTACH BACK WITH BLACK CORE, WITH LETTERING ETCHED THROUGH THE OUTER COVERING. WITH PLATED OR STAINLESS STEEL SCREWS. NAMEPLATES TO IDENTIFY EMERGENCY AND FIRE ALARM DEVICES SHALL BE RED LAMINATE. E. PANELBOARDS SHALL HAVE TYPE -WRITTEN CIRCUIT DIRECTORIES INSTALLED INSIDE THE DOORS UNDER TRANSPARENT PLASTIC COVERS. 1.11 SUBMITTALS A. METHOD OF PREPARING AND PROCEDURE FOR SUBMITTING SHOP DRAWINGS AND SUBMITTAL DATA SHALL BE IN COMPLIANCE WITH SECTION 01000. B. SUBMITTAL DATA FOR ELECTRICAL EQUIPMENT SHALL CONSIST OF SHOP DRAWINGS AND/OR CATALOG CUTS SHOWING TECHNICAL DATA NECESSARY TO EVALUATE THE MATERIAL OR EQUIPMENT, TO INCLUDE DIMENSIONS, WIRING DIAGRAMS, PERFORMANCE CURVES, RATINGS, CONTROL SEQUENCE AND OTHER DESCRIPTIVE DATA NECESSARY TO DESCRIBE FULLY THE ITEM PROPOSED AND ITS OPERATING CHARACTERISTICS. ANY SUBMITTAL DATA IN FOLLOWING ELECTRICAL SECTIONS, SPECIFIC TO THAT SECTION, IS IN ADDITION TO SUBMITTAL REQUIREMENTS OF THIS SECTION. 1.12 FIRE STOPPING A. PENETRATIONS OF RATED WALLS AND FLOORS SHALL BE SEALED TO PREVENT PASSAGE OF FIRE, SMOKE, TOXIC GASES AND WATER. MAINTAIN THE FIRE/OR SMOKE RATING OF ALL RATED WALL AND FLOORS. B. SEALING MATERIAL SHALL BE PERFORMED WITH THE USE OF MATERIAL SPECIFICALLY INTENDED FOR THE PURPOSE AND APPLICATION. METHOD OF INSTALLATION SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND TO APPLICABLE CODES AND STANDARDS. 1.13 RECORD DRAWINGS A. AT THE JOB SITE, MAINTAIN A SET OF PRINTS ON WHICH ARE RECORDED ALL FORMAL FIELD CHANGES AND OTHER PORTIONS OF THE WORK THAT VARY SIGNIFICANTLY FROM THE CONTRACT DOCUMENTS. INDICATE ACTUAL ROUTING OF ELECTRICAL FEEDERS. B. DELIVER RECORD DRAWINGS TO THE ARCHITECT IN THE QUANTITY AND MANNER SPECIFIED IN DIVISION 1 - GENERAL REQUIREMENTS. 1.14 MAINTENANCE MANUALS A. PROVIDE THREE (3) MAINTENANCE MANUALS CONTAINING PRODUCT DATA, SHOP DRAWINGS, WIRING DIAGRAMS, INSTRUCTIONS AND PART LISTS FOR MAINTAINING AND OPERATION ELECTRICAL SYSTEMS AND EQUIPMENT. INCLUDE A DESCRIPTION OF NORMAL_ ADJUSTMENTS AND A LIST OF ITEMS REQUIRING PERIODIC MAINTENANCE AND THE FREQUENCY REQUIRED. PROVIDE OWNER WITH ANY SPECIAL TOOLS REQUIRED. B. DELIVER MAINTENANCE MANUALS TO THE OWNER AT THE TIME OF THE DEMONSTRATION OF SYSTEMS AND EQUIPMENT. 1.15 CONCRETE WORK A. FURNISH AND INSTALL REINFORCED CONCRETE PADS FOR TRANSFORMERS OF SIZE REQUIRED. PADS SHALL BE THREE INCHES HIGH AND SHALL EXCEED DIMENSIONS OF EQUIPMENT BEING SET ON THEM BY SIX INCHES ON ALL SIDES. CHAMFER TOP EDGES TO ONE-HALF INCH. TROWEL ALL SURFACES SMOOTH, REINFORCE PADS WITH 6" X 6" X 9/9 WELDED WIRE FABRIC. B. THIS CONTRACTOR SHALL FURNISH ALL EQUIPMENT ANCHOR BOLTS AND SHALL BE RESPONSIBLE FOR THEIR PROPER INSTALLATION AND ACCURATE LOCATION. C. EXPOSED CONDUIT BUNDLES THROUGH FLOORS UP INTO SURFACE MOUNTED PANELBOARDS SHALL HAVE 3" HIGH HOUSEKEEPING PAD POURED AROUND THEM. SECTION 16111 RACEWAYS RIGID STEEL CONDUIT HOT -DIPPED GALVANIZED, THREADED TYPE CONFORMING TO ANSI 080.1 AND UL 6. USE WHERE EXPOSED TO THE EXTERIOR. ELECTRICAL METALLIC TUBING (EMT) AND INTERMF_DIATF_ METAL CONDUIT (IMC) FS WW -C-563, ANSI C80.3 AND UL 797. USE IN INTERIOR SPACES. SECTION 16120 WIRES AND CABLES (600 VOLTS AND LESS) WIRE AND CABLE ALL CONDUCTORS SHALL BE COPPER. TYPE THHN/THWN, SINGLE CONDUCTOR, N0, 12 MINIMUM FOR GENERAL USE WIRING. TYPE MC CABLE, THHN/XHHW, INSULATED MULTIPLE CONDUCTORS, NO. 12 MINIMUM FOR GENERAL USE WIRING. SECTION 16130 BOXES OUTLET BOXES --FLUSH MOUNTED WALL OUTLETS: 4 INCH SQUARE WITH PLASTER RING AS REQUIRED. CEILING LIGHTING FIXTURE OUTLET BOXES. 4 INCH OCTAGON GALVANIZED BOX WITH RAISED COVER SET FLUSH WITH FINISHED SURFACE, COMPLETE WITH 3/8 INCH FIXTURE STUD. OUTLET BOXES --SURFACE MOUNTED GENERAL USE OUTLET BOXES: SINGLE OR MULTIPLE GANGED CADMIUM PLATED MALLEABLE IRON OR FERRALOY TYPE FS OR FD CAST BOXES WITH THREADED HUBS, OR 4 INCH SQUARE PRESSED STEEL BOXES. OUTLET BOX LOCATIONS SWITCHES: 48 INCHES ABOVE FLOOR. LOCATE ON LATCH SIDE OF DOOR. RECEPTACLES AND TELEPHONE OUTLETS: 18 INCHES ABOVE FLOOR OR 6 INCHES ABOVE COUNTERS. MOTOR STARTERS AND DISCONNECT SWITCHES: 60 INCHES ABOVE FLOOR. SECTION 16140 WIRING DEVICES RECEPTACLES HEAVY DUTY DUPLEX: SPECIFICATION GRADE DUPLEX RECEPTACLES, 2 POLE, 3 WIRE, GROUNDING, 20 AMPERES, 125 VOLTS, WITH NEMA CONFIGURATION 5-20R UNLESS OTHERWISE INDICATED. GROUND -FAULT CIRCUIT INTERRUPTERS: PROVIDE GROUND FAULT CIRCUIT INTERRUPTER, WITH HEAVY DUTY DUPLEX RECEPTACLES. SHALL BE GROUNDING TYPE, RATED 20 AMPERES, 120 VOLTS, 60 HZ; WITH SOLID-STATE GROUND FAULT SENSING. SWITCHES SINGLE POLE SNAP: GENERAL DUTY FLUSH SINGLE POLE QUIET TOGGLE SWITCHES, 20 AMPERES 120/277 V01_TS AC, WITH MOUNTING YOKE INSULATED FROM MECHANISM, EQUIP WITH PLASTER EARS, SWITCH HANDLE, AND SIDE -WIRED SCREW TERMINALS. WALL PLATES MATERIAL AND FINISH: PLASTIC, SMOOTH. COLOR: IVORY. SECTION 16155 MOTOR STARTERS MAGNETIC COMBINATION NON -REVERSING STARTERS WITH H -Q-A SWITCH AND RED AND GREEN INDICATOR LIGHTS, FOR 3 PHASE MOTORS, AC FRACTIONAL HORSEPOWER MANUAL STARTERS FOR SINGLE PHASE MOTORS. SECTION 16160 PANELBOARDS PANELBOARDS AND DISTRIBUTION PANELS PROVIDE DEAD FRONT PANELBOARDS WITH SWITCHING AND PROTECTIVE DEVICES IN QUANTITIES, RATING, TYPES, AND ARRANGEMENTS SHOWN; WITH LUG CONNECTORS APPROVED FOR COPPER CONDUCTORS. PANELBOARDS SHALL BE SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC COMPANY. SECTION 16170 MOTOR AND CIRCUIT DISCONNECTS GENERAL DUTY DISCONNECT SWITCHES PROVIDE SURFACE MOUNTED, GENERAL DUTY TYPE, SHEET STEEL ENCLOSED SWITCHES, THAT ARE FUSIBLE OR NON -FUSIBLE, WITH VOLTAGE RATING FOR CIRCUIT, AMPERAGE, NUMBER OF POLES AND INDICATED ON DRAWINGS AND INCORPORATING SPRING ASSISTED, QUICK MAKE, QUICK BREAK SWITCHES WHICH ARE SO CONSTRUCTED THAT SWITCH BLADES ARE VISIBLE IN OFF' POSITION WITH DOOR OPEN, UNLESS OTHERWISE INDICATED, PROVIDE NEMA TYPE 1 ENCLOSURE WITH STAMPED ENCLOSURE KNOCKOUTS. OUTDOOR ENCLOSURES SHALL BE NEMA 3R. ALL SAFETY SWITCHES 30-600 AMPS, SHALL BE PROVIDED WITH CLASS R REJECTION STYLE FUSE CLIPS. THE COMBINATION RATING OF THE SAFETY SWITCH AND R FUSE SHALL BE 100,000 SYM AMPS AND LABELED AS SUCH. SECTION 16450 GROUNDING CONDUCTORS PROVIDE ELECTRICAL GROUNDING CONDUCTORS FOR GROUNDING CONNECTIONS MATCHING POWER SUPPLY WIRING MATERIALS AND SIZED ACCORDING TO NEC. CONDUCTORS SHALL BE COPPER. SECTION 16500 LIGHTING FIXTURES FIXTURES FABRICATE OF SHEET STEEL, DIE -FORMED TO PROVIDE STRUCTURAL STRENGTH. TREAT FIXTURES FOR ACCEPTANCE OF BAKED WHITE HIGH REFLECTANCE ENAMEL OR PORCELAIN ENAMEL FINISH COAT. LENS PANELS FOR SURFACE BOX TYPE FIXTURES AND FOR RECESSED TROFFERS SHALL BE FRAMED AND BE EQUIPPED WITH HINGE AND LATCH. EQUIP FRAMES AND LOUVERS WITH RETAINING MEANS TO SUPPORT FRAME DURING RELAMPING. PROVIDE FIXTURES, LAMPS, AND BALLASTS AS SCHEDULED ON THE DRAWINGS. SECTION 15040 ELECTRICAL DEMOLITION AND ALTERATIONS RELATED DOCUMENTS A. THE OTHER CONTRACT DOCUMENTS COMPLEMENT THE REQUIREMENTS OF THIS SECTION. THE GENERAL REQUIREMENTS APPLY TO THE WORK OF THIS SECTION. JOB CONDITIONS A. THIS CONTRACTOR IS RESPONSIBLE FOR ALL CHARGES, FEES, ETC. INCURRED AS A RESULT OF THE ELECTRICAI_PORTION OF THE DEMOLITION. B. PRIOR TO DEMOLITION OR ALTERATION OF STRUCTURES, THE FOLLOWING SHALL BE ACCOMPLISHED: 1. COORDINATE SEQUENCING WITH OWNER AND OTHER CONTRACTORS, 2. SURVEY AND RECORD CONDITION OF EXISTING FACILITIES TO REMAIN IN PLACE THAT MAY BE AFFECTED BY DEMOLITION SURVEY OPERATIONS. AFTER DEMOLITION OPERATIONS ARE COMPLETED, CONDITIONS AGAIN AND RESTORE EXISTING FACILITIES TO THEIR PRE -DEMOLITION CONDITION, AT NO ADDITIONAL COST TO OWNER. 3. SALVAGE EQUIPMENT SCHEDULED FOR REUSE IN NEW WORK OR SCHEDULED TO BE DELIVERED TO OWNER'S STORAGE FACILITY. DEMOLITION A. ELECTRICAL EQUIPMENT IN CONFLICT WITH CONSTRUCTION SHALL BE REMOVED AND/OR RELOCATED AS INDICATED ON THE ARCHITECTURAL DRAWINGS, AS DIRECTED OR REQUIRED. THIS CONTRACTOR SHALL REMOVE ALL ELECTRICAL EQUIPMENT RELEASED FROM SERVICE AS A RESULT OF CONSTRUCTION, AND NO EQUIPMENT REMOVED SHALL BE REUSED, EXCEPT AS SPECIFICALLY DIRECTED ON THE DRAWINGS OR ELSEWHERE HEREIN. EXCEPT FOR CONDUIT, CONDUCTORS AND MISCELLANEOUS HARDWARE, ALL ELECTRICAL EQUIPMENT SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL_ BE STORED ON THE SITE, AS PER DIRECTION FROM THE OWNER, FOR REMOVAL_ BY THE OWNER. B. ANY EXISTING CIRCUITS OR EQUIPMENT NOT SHOWN ON THE DRAWINGS AND WHICH ARE LOGICALLY EXPECTED TO BE CONTINUED IN SERVICE AND WHICH MAY BE INTERRUPTED OR DISTURBED DURING CONSTRUCTION, SHALL BE RECONNECTED IN AN APPROVED MANNER. IN ADDITION, ANY EXISTING CIRCUIT OR EQUIPMENT WHICH MAY REQUIRE RELOCATION OR REROUTING AS A RESULT OF CONSTRUCTION, SHALT_ BE CONSIDERED IN THE CONTRACT WITH NO ADDITIONAL COMPENSATION. C. REMOVE ALL WIRING TO EXISTING EQUIPMENT, LIGHTING AND RECEPTACLES BEING DISCONTINUED OR REMOVED DUE TO CONSTRUCTION. ABANDONED OR REMOVED CIRCUITS SHALL BE DISCONNECTED AT THEIR OVER CURRENT DEVICE, THE CONDUCTORS REMOVED AND THE CIRCUIT SPACE MARKED "SPARE" ON THE APPLICABLE DIRECTORY USING ADHESIVE BACKED CORRECTION "TAPE. D. OUTLET BOXES BEING ABANDONED IN EXISTING WALLS IN REMODELED AREAS SHALL HAVE OPENING PATCHED TO MATCH EXISTING WALL FINISH. BLANK COVERS ARE NOT ACCEPTABLE UNLESS NOTED OTHERWISE. E. THE EXISTING BUILDING IS TO REMAIN IN OPERATION DURING CONSTRUCTION. THIS CONTRACTOR SHALL COORDINATE ALL WORK THAT WILL INTERFERE WITH THE PRESENT OPERATION OF THE FACILITY WITH THE OWNER. F. DURING THE DEMOLITION AND ALTERATIONS, EXISTING LIGHTING SHALL REMAIN ACTIVE. G. PROVIDE ALL CORING AND SAWCUTTING OF SLAB THAT IS REQUIRED FOR ELECTRICAL WORK. OBTAIN PRIOR APPROVAL FROM THE OWNER IF ANY CORING IS REQUIRED THROUGH STRUCTURAL MEMBERS. H. PROVIDE REQUIRED ADDITIONAL_ SUPPORT FOR EXISTING CONDUIT IN REMODELED AREA THAT IS NOT BEING REMOVED AND IS NOT PROPERLY SUPPORTED IN ACCORDANCE WITH N.E.C. REQUIREMENTS. o� Gc; bAD a� P4 i-.4 cot,, Q) a I a CO cs7 LOW�ln a rn m P,Z P, t�cnW P� 0 i UrW1 L cHwKw. NVA DATE: W2003 IPLT Scm-, SHEET NUMBER: E 5 - f cHwKw. NVA DATE: W2003 IPLT Scm-, SHEET NUMBER: E 5 SECTION 16610 TRANSIENT VOLTAGE SURGE SUPPRESSION SYSTEM PART 1 - GENERAL 1.1 SUMMARY 1. THESE SPECIFICATIONS DESCRIBE REQUIREMENTS FOR A UL LISTED TVSS SYSTEM. NOTE THAT PARTICULAR CARE MUST BE TAKEN TO INSTALL THE SYSTEM AS DESCRIBED IN THE EXECUTION SECTION OF THIS SPECIFICATION TO ENSURE SYSTEM PERFORMANCE. 2. PROVIDE SURGE SUPPRESSION EQUIPMENT AS SHOWN ON THE DRAWINGS. 1.2 DESIGN REQUIREMENTS 1. THE TVSS SYSTEM SHALL BE DESIGNED, MANUFACTURED, TESTED AND INSTALLED IN COMPLIANCE WITH: 1. ANSI/IEEE C62.41 & C62.45 2. FIPS PUB 94 3. NEMA 4. NFPA 70 & 78 5. MIL -STD 220A 6. UL 1449. SYSTEMS NOT UL 1449 LISTED ARE NOT ACCEPTABLE. 2. THE TVSS MANUFACTURER SHALL HAVE BEEN MANUFACTURING TVSS FOR A MINIMUM OF 5 YEARS. 3. ACCEPTABLE MANUFACTURERS FOR LINE VOLTAGE PROTECTION, PROVIDING THE EQUIPMENT SUPPLIED MEETS THE REQUIREMENTS LISTED HEREIN: 1. LEA INTERNATIONAL 2. LIEBERT 3. APT 4. LEVITON 5. GENERAL ELECTRIC COMPANY 6. ATLANTIC SCIENTIFIC, INC. 7. INTERMATIC 1.3 SUBMITTALS 1. SUBMITTALS SHALL INCLUDE DOCUMENTATION OF (AS APPLICABLE): 1. UL 1449 LISTING AND UL 1449 CLAMPING VOLTAGE RATING. 2. CERTIFICATION OF SURGE SURVIVABILITY OF A MINIMUM OF 1000 SEQUENTIAL 3. CONFIRMATION OF L -G, L -N & N -G MODE WHERE SPECIFIED (7 -MODE OF PROTECTION). 4. DESCRIPTION OF INTERNAL CIRCUITRY AND COMPONENTS. 5. DIMENSIONS AND WEIGHTS. 6. WARRANTY STATEMENT. 7. RECOMMENDED CONNECTION WIRING DIAGRAM. 8. CERTIFICATION THAT MANUFACTURER HAS BEEN MANUFACTURING TVSS SYSTEMS FOR A MINIMUM OF 5 YEARS. 2. SUBMITTALS SHALL INCLUDE A COPY OF THESE SPECIFICATIONS WITH EACH SECTION MARKED WITH EITHER "C" FOR COMPLY OR "D FOR DEVIATION. A WRITTEN EXPLANATION SHALL BE PROVIDED FOR EACH DEVIATION FOR THE SYSTEM TO BE CONSIDERED FOR ACCEPTANCE. ANY DEVIATION MAY RESULT IN THE SYSTEM BEING DETERMINED "NOT ACCEPTABLE". 1.4 APPLICATION 1. PROVIDE AT EACH LOCATION INDICATED ON THE DRAWINGS. 2. WHERE A SPECIFIC SURGE PROTECTOR THAT IS DIFFERENT FROM WHAT IS SPECIFIED IN THIS SECTION IS CALLED OUT ON THE DRAWINGS, THAT CALL -OUT SUPERCEDES THIS SPECIFICATION. PART 2 - PRODUCTS 2.1 LINE VOLTAGE PROTECTION 1. THE TVSS SYSTEMS SHALT_ PROVIDE THE FOLLOWING FEATURES AND PERFORMANCE AS A AIIAIIAII I\1 1AII-ru"I IT C"V/ u"-rir%ki. SERVICES SERVICES SUB -PANEL SURGE CAPACITY C) LA u PER PHASE 9; GGG_A hh AMPS 8(), cm- i ps SEQUENTIAL ..�Lu I �, SURVIVABILITY OF bJD o w W n 10,000 AMP, m 10 UL 1449 RATING r4 (A 120/208 SYS. 400, L -G 400, L -G 400, L -N �a ov 400, N -G O 400, L -G 277/480 SYS 800, L -C 800, L -G 800, L -N i oP=4pq 44 800, N -G EMI/RFI vi ❑ u !7U ❑ ON REQUIRED REPLACEABLE 0 ULES NOT REQUIRE RE-r) kinT Drnl 'RED FUSED WITH FUSED WITH wA?? FUSED WIT 60A CLASS J, 60A CLASS J, 60A CLASS J, 100 KAIC, 100 KAIC, 100 KAIC, REPLACEABLE REPLACEABLE REPLACEABLE STATUS L EDS REQUIRED PER REQUIRED PER REQUIRED PER NORMALLY ON, PHASE & MODULE PHASE 8c MODULE_ PHASE TERMINATION FIELD WIRED FIELD WIRED MANUFACTURER LL AU5 2.2 PROTECTIVE CIRCUITRY 1. THE TVSS SHALL BE DESIGNED UTILIZING MULTIPLE MOVS ARRANGED IN A BALANCED CIRCUIT WHERE_ EACH COMPONENT IS EQUIDISTANT TO THE INPUT AND OUTPUT LEADS. ENCAPSULATION OF THE INTERNAL COMPONENTS SHALL NOT BE ACCEPTABLE. EACH MOV SHALL BE INDIVIDUALLY FUSED. COMPONENTS/MODULES SHALL UTILIZE BOLTED CONNECTIONS OR PCB BOARD SOLDER CONNECTIONS. PLUG-IN DESIGN MODULES SHALL NOT BE USED. REPLACEABLE MODULE UNITS SHALL BE INSTALLED IN A NEMA 1 (OR NEMA -4X STAINLESS STEEL OUTDOORS) ENCLOSURE AND CONTAIN INDIVIDUAL REPLACEABLE SURGE PROTECTION MODULES SUCH THAT UPON FAILURE ONLY THE MODULE NEED BE REPLACED. 2.3 MODES OF PROTECTION 1. WHEN A MODE OF PROTECTION 15 SPECIFIED, THE PROTECTIVE MODE SHALL BE SPECIFICALLY INCLUDED. THUS LINE TO NEUTRAL TO GROUND IS NOT CONSIDERED ACCEPTABLE WHERE LINE TO GROUND IS SPECIFIED. 01 PART 3 - EXECUTION 3.1 APPLICATION 1. SERVICE ENTRANCE RATED TVSS SHALL BE PROVIDED AT THE MAIN UTILITY SERVICE ENTRANCE AND MAIN SWITCHBOARD. 2. SUB -PANEL RATED TVSS SHALL BE PROVIDED AT LOCAL CONTROL PANELS, EQUIPMENT RACKS, AND PANELBOARDS. 3.2 TERMINATION POINT 1. TVSS SHALL BE INSTALLED TO PROVIDE TERMINATION AS CLOSE AS POSSIBI_F TO THF CONNECTION POINT INDICATED ON THE DRAWINGS. UNITS SHALL BE CONNECTED TO A PROPERLY RATED BREAKER AS CLOSE TO THE MAIN LUGS/MAIN BREAKER AS POSSIBLE. 3.3 INSTALLATION 1, INPUT CONNECTIONS SHALL BE MADE FOR EACH PHASE, THE NEUTRAL AND SAFETY GROUND WITH #8 AWG CONDUCTORS. AN ADDITIONAL #2 CONDUCTOR SHALL BE CONNECTED BETWEEN THE TVSS SURGE GROUND TERMINAL AND EARTH GROUND. NON-FERROUS CONDUIT SHALL BE USED. CONDUIT SHALL BE SEPARATED BY A MINIMUM OF 4" FROM OTHER CONDUITS AND CONDUCTORS TO MINIMIZE POTENTIAL REINTRODUCTION OF INDUCED TRANSIENTS. CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS POSSIBLE. 2. WHEN PROVIDED, INPUT CONNECTIONS SHALL BE MADE FOR EACH PHASE, NEUTRAL, AND GROUND UTILIZING FACTORY SUPPLIED LEADS. THE LEADS SHALL BE RUN AS STRAIGHT AS POSSIBLE AND TRIMMED TO LENGTH. THE TVSS SHALL BE CONNECTED VIA A 3/4" KNOCKOUT TO A BREAKER/DISCONNECT IN THE PROTECTED PANEL. 3.4 WARRANTY 1. FIVE YEARS FROM SUBSTANTIAL COMPLETION WITH UNLIMITED REPLACEMENT DURING WARRANTY PERIOD. END OF SECTION T. �C C) LA u cle r ..�Lu I �, COQ bJD o w W n En m 10 azvia; r4 (A 0 � x lu �a ov •� O H CD 0 i oP=4pq 44 O� vi ❑ u !7U ❑ T. �C u cle r ..�Lu H CD 44 0 0 -Q; O CHECKED: NVA CATE, 1120.03 MT SCAM SHEET NUMBER: �C r ..�Lu CHECKED: NVA CATE, 1120.03 MT SCAM SHEET NUMBER: