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HomeMy WebLinkAboutBuilding Plans$v!' 1{�ri'MANUF)kCTURINC .ir.'"�',f rv,� ,-,;E�:�r; :'�' �`,c,�;.'.�'''PL.ANT �;+ x:� �y, �fEW , - kr .>':, , �tir ;: �, �;:. ,:ei �'a'fi' �"%� ' ii�` �.c@ ,:.�"x �+ ivk:�,e1'#Iy:. i�� � HI yw <f -� w':(�''; . .t"7 � "< �oM ,�',., �,^'y'-'��;rPFyyi x, �,..E:.. x'", is ,i . +Ezzis :,�� �::� iV,��a�,. �+��'�� �;.%..h�':{re' .n�,.f�3",:.. t� sM a E .;� t� xs; ^ �t!.: Y-4;k3ir,:.r. ..:;;;.,, 8p.: ;t..: ":;*, .Ml s.4 ,:,,. F,. f ..✓@� 3 w' Flwi Y. ..-: ! S rt. t. , �y.. Y: ° �:. . ,.. .- e :y ..b: .. .., ..: ., ...�. . `e w. k. N, ...♦. �' .�.. e .i"' �' .. rp § n Y. p.�. ..,. .. % Fr ) ,. .. ..... b n R. N.. ,rA. x` , n, ,, :.. .. rt. „ e ,. t1 .i,:.. x , i. s .._ .. . 1.. r• ... _, ,. e.-. .; " ,... 9 r . ,. .'M. .f l .,.. `�`r .v .. ... .. �a u.. �,#.. rvJ x .�. ,may .... '� •, -,.,v a „° L h , ,. . ._. . ,,.. e R FT E 0 ®' W PIE1,4 LOR11DA MPLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT,' ll," 'MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODEBUIOL'IDING S.' , w SHEET INDEX ARCHITECT20 SHEET DESCRIPTION s� TEPHEN A. BROC ®1'"1/'"'+�IT�i.1T�, INC.I��. T-1 TITLE SHEET ARCHITECTS, AS-1 FOUNDATION, SLAB, FRAMING PLANS 418EI ELM AVENUE PALM ACM GARDENS, FL 33410 AS-2 STRUCTURAL NOTES AA-1 FLOOR PLAN & NOTES (a01) 622-4480 FAX (661) 630-0784 AA-2 BUILDING ELEVATIONS E-MA!L - SABAI@ ELLS®UTM. NET AA-3 CEILING PLAN LICENSE *AAC000636 AA-4 INTER,IOR ELEVATIONS & SCHEDULES AA-5 SECTIONS & DETAILS AP-1 PLUMPANG PLAN AP-2 RISERS & NOTES AM-1 H,V.A,C, PLAN ST.LUCIE LNT"YFIRE DISTR OR CONIPL` AM-2 H.V.A.C. SCHEDULES & NOTES SUBJECT FIELD PiST SEE ATTA-1 D REVISIC AE-1 ELECTRICAL SITE PLAN REVIE�VE Yp T A AE-2 OFFICE ELECTRICAL PLAN AE-3 ELECTRICAL NOTES, SCHEDULES & RISER AE-4 ELECTRICAL NOTES & SPECIFICATIONS THESE PLANS HAVE SEEN REVIEWED 93 ' IN ACCORDANCE WITH THE FLORIDA ra I��VIdYvkt� Air ctdf - � • U � BUILDING CODE. E ro �o 0 Ap.. SECT FRAMING PLAN LEGEND: WOOD ROOF TRUSS REINF CONC, BEAM, PER SCHEDULE, TYPE llRB111 OR 'RB21' (U.O.S.) WOOD 'ROOF TRUSS, COMMON TYPE AT T-0" MAX. 0, . CONT, GIRDER TRUSS, SINGLE OR MULTIPLE PLYS, DESIGN O INCLUDE SINGLE POINT AND DISTRIBUTED LOADS AS REQ'D 2-2X4 WOOD TOP T GABLE END TRUSS, SINGLE OR MULTIPLE PLYS, PER PLATE CONT PROFILES SHOWN, DESIGN TO SUPPORT HORIZ. WIND LOADS, ERECTION PLAN TO SHOW BOTTOM CHORD BRACINGAS REQ'O --HIS HIP GIRDER TRUSS --� SECONDARY TRUSS AT 2'-011 MAX, O.C., HIP SET OR VALLEY SET AS REQ'D TO PROVIDE ROOF PROFILE 2X4 WOOD STUUDS AT 1611 O.C. CONTI 2-2X4 STUDS RIDGE BLOCKING CONT., 2x4 WOOD BLOCKING AT RIDGE W/ AT DOOR JAMBS 8 CORRIDOR 3#16d TOENAIL EACH END TO TRUSS CHORD OPENNdNGS VALLEY BLOCKING CONT., INSTALL SAME AS RIDGE FLOCKING. 0 FRAMING CONNECTOR, PER SCHEDULE 2X4 WOOD BLOCKING -- DRAFT STOP AS 1/2f1 PLYWOOD APPLIED TO 1 SIDE Or TRUSS ONLY. BETWEEN STUDS CONT. EXTEND DRAFT STOP TO FASCIA ON EACH SIDE OF BUILDING AND FROM ROOF DECK TO CEILING. SEAL ALL PENETRATIONS WITH CAULK. THIS ASSEMBLY IS NOT FIRE RATED, CONNECTOR APPLIED WIND DESIGN UPLIFT UPLIFT LOAD FRAMING CONNECTOR SCHEDULE 1360 LB 728 LB - MAX SIM SON #SPH4 TIE EA, STUD, 10#10dX1 1/2 NAIL TO STUD P.T. WOOD PLATE CONT. (5 N ILS EA LEG) W/ 1/2" DIA. SLEEVE ANCHOR AT 3211 MAX. O.C. RAWL #5033 W/ 2" SQ. 775 LB 728 LB - MAX © SIMPSON #LTS 16 TWIST STRAP EA, TRUSS 6#10d x 1 1/2 NAIL STEEL WASHER UNDER TO 2-2X4 TOP PLATE, 6#1OdX1 1/2 NAIL TO TRUSS BOLT HEAD 4" CONC, SLAB W/ W.W.F. CONT. 465 LB 465 LB - MAX Q3 WOOD TRUSS TO TRUSS CONNECTOR AS SPECIFIED BY ROOF TRUSS SPECIALTY' DESIGN ENGINEER — 745 LB 565 LB - MAX ® SIMPSON #HETAL 12 TRUSS ANCHOR EACH TRUSS, CAST IN CONC. BEAM, 20#1OdX1 1/2 NAIL TO TRUSS (5 IN SEAT, 15 IN FDN F18, 3#4 HORIZ. STRAP. BARS CONT. 1890 LB 682 LB - MAX Q SIMPSON #HETAL 20 TRUSS ANCHOR EACH TRUSS, CAST IN CONC. BEAM, 10#1OdX1 1/2 NAIL TO TRUSS (5 IN SEAT, 5 IN STR:"P. 8685 LB 6710 LB - MAX © SIMPSON #HGT-3 GIRDER TIE DOWN, INSTALL WITH 2-5/411 I N T w GAL STEEL THREADED ROD ANCHORS PER ASTM A36 OR A302, SET EACH WITH EPDXY KIT, EMBED 711 MINIMUM, HILTI #HEA 3/4X6 5/8 OR EQUIV. '�� F. A R I N C�.m L L `1A 1/2" = 1'-O° PLYWOOD ROOF SHEATHING J W 12 CONNECTOR = PER ROOF 5 FRAMING PLAN a WOOD TRUSS 'f 4-611 RB1 d -* q RB1 0 P T. 2x', rv: .EDGER 7 J CONT. / 1/4" SHANK 3/411 LG TAPPING 2 -0 „ ANCHOR TO RB1 TRUSS 8'lx8" P/C CONC AT 3611 MAX. O.C. ENDS LINTEL, 8° MIN. CONT. BEARING EACH 2x10 WD JAMB, PER FASCIA LINTEL SCHEDULE CONT. _ O 811 CMU WALL W/ REINF. CELLS, o SPACING PER PLAN 2'-0" SQ. CONC. SILL W/2#3 HORIZ. BARS #5 DOWELS AT — EA. FILLED CELL :4" CONC. SLAB #4 HOOK BARS) 20" 6'-Ol' LG AT 3211 O.C. 30" CONT. y ID #5 DOWELS AT—�, EA. FILLED CELL U W K N 0 411 CONC. FIN. i SLAB GRADE 11- 01_011 N _ F20 04 HOOK BARS 20 F30 6'-0" LG AT 3211O.C. 30 CONT. SECTION: TYPICAL AT WINDOW OPNG SC: 1/211=1'-O" REINF. CONC. BEAM' SCHEDULE N N w Of LLI N FIN. GRADE N O Z tD F20 F30 FIN,— l GRADE _011 CONC. FDN W/ 5#5 BARS EQ. SPACED EACH WAY, BOTTOM ONLY 8" CMU COLUMN. W/ REINF. CELLS AT CORNERS-TYP. O 01_Ou 7i77 F48 DETAIL: TYPICAL CMU COLUMN SC: 1/211=1'-0'1 SECTION: TYPICAL EXTERIOR WALL SC: 1/2"=1 -0" PRECAST CONCRETE LINTEL SCHEDULE PLAN MARK WIDTH x DEPTH TOP OF BM ELEV. TOP BARS CONT. BOTT BARS CONT. #2 TIES CONT. NOTES RB1 8" x 161, 10'-611 1#6 1#6 SECTION A/9-1 R53 8'l x 161, 101-611 1#6 1#6 " EQ. 1. 32" 90, EQ. 48" SQ. OPENING OPE ING OVERALL CAST-CRETE WEKIWA WALL SPA q LENGTH DESIGNATION DESIGNATION 3070 SWING DOOR 31- " 4'-811 MIN, SUB SUB 4 FT, WIDE WINDOW 41- " 5'-411I MIN, SUB SUB DOOR/WINDOW', ASSEMBLY 71- 11 8'-811I MIN. 8F16-15/1T 8F16-1B/1T \—MONOLITHIC WITH RB-1 AT OPENING 1#6 BOTT, BAR 1#6 TOP BAR 3'-O" 31 411 3r 4n 31 4u 3'-0", 41-01' 3`1-O° 3'-411 .3'-Ou F48� 'r L— I 100'-01, 121-011 41-011 41-011 31 F48 0 I I L—J CREVISIONSTBY 16' On 41_01I 1_81 ill 4l-On 31-011 3'-411 31-411 31-41i 31.011 1� 3-8-04 S.B. 0 �o `� I 0 — - — — — -- ----------------- — — — — I .F F30�— I J F30-T INS7'ALL BARS AT 6'-011 #4 HOOK 3211 O.C. CONT. I o - L-- RJ1 — — RJ1 AT SLAB PERIMETER I J 0 U U U U U 2 C.1�— _ CJ� — ci CJl� _ CJ-� CJ� — _CJ-� o IA co r I o -- — — — — — — ---- 7 F18 -- ---- 7 --- —I I J N If �� c0 III '.� U � I m III N a `r 0 I 411 C�ONC. SOIL SUBGRADE SLAB ON WITH COMP CTED 6x - I I H Q N 0) L I W1.4/W1.4 W.W.F. CONT, I IL I — — — — — --- I --- --- F18uj — — ------ a =0 CJ CJ — -- - -- C N OD C CcJ J rci 221-0111 541-41' 4 - I - - _ - � II I INSTALL 6'-O" #4 HOOK I I BARS T 32 O.C. C. CONT. AT SLF�B PERIMETER ( I - O �� �� �� �I I U U U U U I o F30 I F30 i �t - _ - m d- 0 , p1 31_q,ll 31_All 31_all Q RPdCF4 AT NI-411 ` NOI- ]il 31_nll dl_ryll dl_dll gl_all dl_(�II gl_all .[_all Al -nil wl_nll 41_n11*1_ell wl_nu ¢I_eu i_ dl 9'-4° 3l 4u 681-011 3'-411 100'-01, . $ U 6k �TION / .� ,A F= Y " UILDING ��A�� �IS�RO�OseDi-� c-% NORTH #Aqj=jo ANY CORRECTIONS VEMM I3Y PIED INSPECTORS THAT MAY BE NECESSARY IN ORDER TO FOUNDATION PLAN LEGEND COMPLY WITH ALL APPLICABLE CODES. cJ ----- CONTROL JOINT, 19 MIN. DEEP SAW CUT, PER DETgIL SAWCUT 1/3 SLAB THICKNESS WITHIN 12 HOURS OF CONC. 811/12" CMU WALL, PER SECTION ® , CONC FILLED PLACEMENT �1 CELL W/ 1#5 VERT BAR CONT. (LOC PER PLAN) OKSE NIM m � P 'E EE7gI REVIEWED OW/DOOR WAL O E4WNG#5 VINP. CMU CELL 4"THICK CONC. IN ACCORDANCE V I l I I THE FLORIDA EACH SLAB #� (a CMU COLUMN, 1211 CMlPc9f�lr 8" CMU SHAFT, CONC. BUILDING CODE. ®I FILLED CELL W/ 1#5 F.T. BAR CONT. WLL1N.F, - DO NOT CUT .. RJ1 REINF. JAMB, CONC. FILL 2 ADJACENT CELLS W/ 1#5 VERT. BAR EA. CELL DETAJ L: _ NTR JOINT (CAI Tf �r)T I(:� HAH TYP NORTH r Y # 1 f IND LOAD CERTIFICATI REVISIONS BY 3/4" PLYWOOD DECK TRUSS BOTTOM CHORDS " 2-2X4 T PLATE 2-2X8 H 2X4 0 1 3-2X4 FIN. FL( 2X4 P.T PLATE OP--' EADER 6" O.C. Z0 DOOR OR HALLWAY OPENING - -o fh )OR VARIES OR 3'-4" JURISDICTION: ST. LUCIE COUNTY PROJECT ADDRESS: KINGS HIGHWAY PROJECT NAME: ATLANTIC TRUSS ARCHITECT / ENGINEER: STEPHEN A. BROCK ARCHITECTS, INC. TYPE OF CONSTRUCTION: CBS BUILDING DESIGNED: ENCLOSED X PARTIALLY ENCLOSED X AT ENTRY CANOPIES WIND SPEED (3 SECOND GUST): 130 MPH X 140 MPH ASCE-CATEGORY: 2 (SINGLE FAMILY HOUSE) OTHER X INTERNAL PRESSURE COEFFICENT +/-0.18 BUILDING CATEGORY:. 2 EXPOSURE: B IMPORTANCE FACTOR: 1.0 MEAN BUILDING HEIGHT: 15'-8" OVERHANG: 2'�0" ROOF PITCH 5/12 COMPONENTS & CLADDING WIND PRESSURES: 29.86 P.S.F. ROOF DEAD LOAD: 11.0 PSF FRAMED FLOOR LIVE LOAD; 30.0 P.9,F. DEAD LOAD 8.0 P.S.F. SHUTTERS: YES NO X IMPACT RESISTANT ASSEMBLY: YES X NO GENERAL NOT; ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE _ AND REGULATIONS OF OSHA. FOUNDATIONS 1) BOTTOM OF FOOTINGS TO BEAR ON NATIVE SOILS OR CONTROLLED COMPACTED FILL CAPABLE OF SAFELY SUSTAINING 2500 PSF SOIL BEARING PRESSURE. FILL USED OR ENCOUNTERED UNDERNEATH FOUNDATIONS AND SLABS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. ALL FILL SHALL BE POROUS MATERIAL 31 CONTRACTOR SHALL ADEQUATELY PROTECT EXISTING FOUNDATIONS SLABS AND ADJOINING BUILDINGS FROM EROSION AND OTHER DAMAGE DURING CONSTRU6TION CONCRETE. EDETAIL 1) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 2) CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS 3/4" = 1'-0" OF THE ACI BUILDING CODE ( ACI 518 ) DETAILING MANUAL ( ACI 315 ), AND THE SPECIFICATIONS FOR STRUCTURAL CON6RETE FOR BUILDINGS ( ACI 301 ). 3) REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL- CONFORMING TO ASTM A615, GRADE 40. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4) BAR SPLICES SHALL LAP A MINIMUM OF 40 BAR DIAMETERS PROVIDE BENT CORNER BARS AT ALL FOUNDATIONS & ELEVATED BEAMS, 48 BAR DIAMETERS EACH LEG. 51 MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT AS FOLLOWS: CONCRETE CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH - 3" CONCRETE EXPOSED TO EARTH OR WEATHER 2" FOR #6 THROUGH #18'BARS 1-1/2" FOR 05 BARS AND SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 3/4" FOR SLABS, WALLS, AND JOISTS 1-1/2" BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 6) FLOOR SLABS SHALL BE 'COATED WITH ANTI HYDRO ACURICON CURING COMPOUND WHEN SLAB HAS HARDENED ENOUGH TO PREVENT MARRING. APPLY IN ACCORDANCE WITH MANUFACTURER'S PRINTED SPECIFICATIONS, 7) BUILDING SLAB SHALL HAVE SYNTHETIC FIBER ADMIXTURE PER ASTM C1116, 2.5 LB / CU YD, MASONRY 11 FURNISH ALL MATERIALS, TOOLS AND LABOR TO INSTALL VARIOUS MASONRY UNITS SHOWN AND/OR NOTED ON DRAWINGS,r 2) ALL MASONRY WORK TO BE INSTALLED BY SKILLED CRAFTSMEN WITH PROFESSIONAL QUALITY. WORK NOT APPROVED BY ARCHITECT WILL BE REMOVED AND REPLACED CORRECTLY AT - CONTRACTOR EXPENSE WITHOUT DELAYS. EEN THEEB�.�b� REVIEWED EViEWEp i 3) CONCRETE MASONRY UNITS (CMU) TO BE FIRST QUALITY "A" GRADE CURED UNITS OF PROPER SHAPES AND SIZES FOR EAN APPLICATION. BROKEN, CRACKED, CHIPPED, OR WARPED UNITS )19 �4sOCSt WITHFLORIDAYM ACCORDANCE A WILL BE REJECTED ALONG WITH UNITS NOT HAVING UNIFORM AGGREGATE FACES. i® sa YiIiC1 1�E 4) USE CLEAN SAND AND -WATER WITH TYPE "M° OR "S" PORTLAND CEMENT MIXED TO PROPER BUILDING CODE. CONSISTANCY AND PROPORTIONS TO ACHIEVE BEST BOND BETWEEN UNITS USED. 5) BRACE WALLS AS REQUIR"DDURING CONSTRUCTION UNTIL WALLS ARE PERMANENTLY TIED TO - STRUCTURE AND/OR CURED TG DESIGN STRENGTHS, 6) INSTALL GALVANIZED LADDER -TYPE DEFORMED HORIZONTAL BED JOINT REINFORCING AT 16" O.C. VERTICALLY AND AT CORNERS AND INTERSECTIONS OF WALLS, 7) INSTALL VERTICAL STEEL REINFORCING RODS IN CMU CORES FILLED FULL WITH CONCRETE FULL HEIGHT OF WALL FROM FOOTINGS, PER DRAWINGS. 8) SET ALL MASONRY IN FULL BED AND HEAD MORTAR JOINTS, SHOVING UNIT INTO PLACE, SQUEEZING MORTAR OUT OF JOINTS AND EXCESS MORTAR IMMEDIATELY STRUCK SMOOTH WITH MASONRY UNIT FACES VOIDS IN ANY MORTAR JOINTS WILL BE REJECTED AND UNITS REMOVED AND REPLACED WITHOUT DELAYS AT CONTRACTOR EXPENSE. LAY UNITS PLUMB AND LEVEL. 9) EXTERIOR STUCCO SHALL BE 2 COAT SYSTEM CONSISTING OF A 3/8" SCRATCH COAT AND A FINISH COAT OF PRECOLORED PREMIX MARBLETITE - COLOR AS SELECTED BY OWNER. 10)EXPOSED INTERIOR CMU SHALL HAVE FLUSH FINISH WITH PARGE COAT STUCCO. 11) STUCCO ACCESSORIES SHALL BE NON-FERROUS (ZINC) 12) CEMENT GROUT FOR FILLED CMU CELLS SHALL COMPLY W/ A.S.T.M. C-476, DESIGN MIX FOR 2000PSI COMPRESSIVE STRENGTH AT 28 DAYS. SAMPLE & TEST EACH 10 CU. YD. OR PORTION THEREOF. MAXIMUM LIFT = 8 FT. HEIGHT WOOD 1) WOOD ROOF TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED SPECIALTY ENGINEER AS EMPLOYED BY ROOF TRUSS MANUFACTURER. CONTRACTOR SHALL SUBMIT CERTIFIED ROOF TRUSS DESIGN & ERECTION PLANS TO ENGINEER (VIA ARCHITECT) & BUILDING OFFICIAL FOR PERMIT APPROVAL, EDWORK 2) ALL LUMBER FOR ROOF SECONDARY STRUCTURAL FRAMING (RIDGE BLOCKING, SUB -FASCIAS, SOFFIT PLATES, ETC.) SHALL BE HEM -FIR OR SOUTHERN PINE, CONSTRUCTION GRADE OR EQUIV. W/ Fb - RECTIONS ' 1200 PSI MINIMUM (SINGLE MEMBER USE)., G CTORSTHAT 31 ROOF SHEATHING HEA HI G SHALL BERNOMINAL 5 8" PLYWOOD, EXTERIOR GRADE, C-D FINISH OR HY IN ORDER TO W NHICKNESS O.C. EDGES AND INTERMEDIATE sky lE MUM ALL APPUCABLEWDES. 4) FASCIA & SOFFIT SHEATHING SHALL BE NOMINAL 112" THICKNESS PLYWOOD, EXTERIOR GRADE, C-D FINISH OR BETTER, 24/0 PANEL SPAN RATING, #8d NAILED TO FRAMING 0 6" O.C. CONT. EDGES & 10" O.C. CONT. INTERMEDIATE. 5)ALL FASTENING MATERIALS INCLUDING NAILS, BOLTS, AND FRAMING CONNECTORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED STEEL. BUILDING DESIGN DATA (PER FBC, SECTION 1606.1.7) DATA ITEM BUILDING °A11 BASIC WIND SPEED 140 MPH 3 SEC. GUST BUILDING OCCUPANCY CATEGORY II WIND IMPORTANCE FACTOR 1.0 EXPOSURE CATEGORY (ALL WIND DIRECTIONS) "B" INTERNAL PRESSURE COEFF. •/-0.18 MEAN ROOF HEIGHT 18.0 FT. COMPONENTS & CLADDING DESIGN WIND PRESSURE 35.12 PSF Oto* �e)cE n00€ 1 LLOO jo _ z � 00 Z on, X Q QW LLl Wd3 LLJ F-- f °- 0 0 r�<di * J g0N IL t9 GD < z �- Q < Q Z 0 ram( V/ LL f^ U IJ Q F- U Q�f � U W r-o Q Lu z DRAWN S.B. CHECKED S. B. DATE 10-6-03 JOB NO 200308'. SHEET OF 2 i i a 1001 01, 441-011 1 2 0 441,011 2'-811 41-011 161-04 4'-011 8'-411 4'-011 4'-011 12'-0° 4'-O" 4'-011 9'-411 4'-O° 16'-On 41-011 21-811 r-- ----- L -- — --� - I I 0 ------------- ---------- O— — — — — — — O T—— — — — — — — — — — — — —�o { co I m I` \ / o I \ A / \ - OFFICE OFFICE - \ / OFFICE OFFICE - OFFI T O \ \ 104 162 cV ` C 125 124 Nd- o I _ N I RECEPTION / I \\ T STORAG I / I0 \ 105 (I51 Y �3 O 27 25 23/ 22 o / qr I n \ / 81-011 3' 6" _81-011 10'-71" 101-811 13'-0u 15'-0" 12'-8" 71-1011 51-811 T�IESEP \q HALL / ILET IARES 4 122 — --- I 103 / - E UIR Q o \ � 5 MAY J \ / 28 26 24 / \ O D ACCESS O 3 1 �OMPL N \ N 1N DRAFT / I I - o Q Q / C 0 �, STORAGE / n \ 109 F' �� CONFERENCE PULL DOWN6O118 ELECT/ \ / ATTIC STAIR OFFICE JAILENGINEERING -. >------- — — — -- ---- -- ------------- — —lI IE LID 21 9-6 n / 2P-Ol'. 41 0"18'-4" 91-gp 1Y- ° 4' 0" 5''10uAS 0-1 1/2" CDXL J— -----PLIED TO TRUSS, 0 ©n A TO FASCIS - o Q ROOF DECK p Q \ t I 11 , n �' / \ 3 1 / _ T HALLOILET im. \ _ p J I 8'-01i 5'-011 a 0 / 115... - / 10' O" 4" 8' 11" 6" 8' 11" 411 141-0"' 4u 11'-On 4u ii' 0° 4n 5' 0"O 4u T 2u 5 --- HI-LO \ 4 EWC 2 g / - REF. \ A-5 / 5 4 5 \\ / R SERVER MEN ME A _ 107 110 111 0 / 9 0 0,.`n 4 I BREAK OFFICE OFFICE 0 OF A-SSIM.// O„3. 114 119 \. O I 0 T 0 / A I \ \ A_5 0 2 2 o m Q a s FE 1 \ I BUILD 1 3 O O 3 1 I BIM. SIM� \\ CID cp. T----- /I\ 5 5 I N —/I\ o �- -----� �--- - - - - - - - - - - - - - - - - - -� --- I 1 1' 40'-10" 8" 83-8'1 31-411 WALL 8" CMU WALL FINISH EXTERIOR W/ STUCCO W/ TEXTURES NOTED ON BUILDING ELEVATIONS. INTERIOR'. TO HAVE 1 1/211 FURRING AT 1611 O.C. W/ 1 1/211 RIGID BOARD INSULATION AND 6/811 DRYWALL 3 5/8" OR 6" (AS NOTED) 25 GA. STEEL STUDS 916"O.C. W/ 5/8" DRYWALL EA. SIDE 3 5/811 OR 61' (AS NOTED) 25 GA. STEEL STUDS 016"O.C. W/ 5/811 DRYWALL EA, SIDE WALL HEIGHT 6'-O" 2X4 WOOD STUDS AT 1611 O.C. W/ 5/811 DRYWALL EACH SIDE. BEARING WALL Q FL L U I L D I N G 1/411 P..O" FI TIN G UTSH"R L NC) FE-1 SEMI RECESSED FIRE EXTINGUISHER CABINET WITH 2-1/211 RETURN J.L. INDUSTRIES #1027 Q 43 ALUMINUM RUB,{ ANNODIZED WITH COSMIC 10E EXTINGUISHER U.L. RATED 4A-6OBC NOTE: J.L, INDUSTRIES IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE LARSON, THOMAS, MODERN METAL PRODUCTS. ANS AND ALL PROPOSED WORK ElglECT TO ANY CORRECTIONS ;D BY FIELD INSPECTORS THAT E NECESSARY IN ORDER TO WITH ALL APPLICABLE CODES. GRABBARS #1 d 2 ARE N.I.C. IN TOILETS #120 & 122. PROVIDE WOOD BACKING FOR FUTURE INSTALLATION O 0---// I I NORTH 4'-011 71-411 f 41-011 41_0" 31-411 6`'8u 41-011 51-411 g" WASHROOM ESS® I GRAB BARS O 50BRICK #B-6806 X' 42 A R E A CALCULATION 1-1/211 DIAMETER, 4211 LONG, STAINLESS STEEL, CONCEALED MOUNTING, MOUNT 3311 S.F.501-011 " Jt 1001-01) � 51000 A.F.F. TO .TOP OF RAIL. I GRAB BARS O BOBRICK #B-6806 X 36 TOTAL BUILDING AREA = 5 000 S.F. 1-1/211 DIAMETER, 3611 LONG, STAINLESS STEEL, CONCEALED MOUNTING. MOUNT 33" A.F.F. TO TOP OF RAIL, TISSUE DISPENSER: < BOBRICK #5-2740 CAST ALUMINUM, SINGLE ROLL, SURFACED MOUNTED WITH THEFT RESISTANT SPINDLEi WALL MOUNTED AT IA 32" A.F.F. MIRROR: O4 BOBRICK #5-165 18X36, STAINLESS STEEL FRAME, 1/411 PLATE GLASS, 181IX3611 PAPER TOWEL/ O COMBINATION PAPER TOWEL DISP./ WASTE RECEPTACLE WASTE RECEPTACLE MOUNTED Q 3811 A.F.F. BOBRICK #B-369 NOTES: 1) BOBRICK WASHROOM EQUIPMENT IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE AMERICAN SPECIALITIES, INC., AMERICAN DISPENSER, AND BRADLEY. 2) PROVIDE SOLID WOOD BACKING FOR ALL WALL MOUNTED ACCESSORIES INCLUDING TOILET PARTITIONS: REVISIONS BY 10 3-8-04 S.B. fi� Hi W z_ 0 z ILI ®to* d-ow in00 Of ILO 0 _0 t �IZ< Z ILL)i F- IL W Lu di sOL. —Qf°-O0 aj I* Q IL104 �1 m ® N W Q Go z Q Z Z L -m- � I 11_i IL D 0 lu z 0- ~ Iu z DRAWN S. B. CHECKED S. B. DATE 10-6-03 JOB NO, 200308 SHEET A OF 5 REVISIONS BY TOP OF BEAM 10'-6" TOP OF WINDOW 8'-2" Lei SILL HEIGHT 2'-4" TOP OF BEA OP OF WIN TOP 5 12 ►J TION 1/4" = 1'-0" Vlly LZ WEST EL WOOD FASC AND DRIP RAISED STU 8" CMU WALI 5/8" PAINTEI STUCCO 12" X 2" RAI' STUCCO BAN CONT. AROUP BUILDING ER SH m 12" X 2" RAISED STUCCO BAND AROUND COL. ATION 1/4" = 11-01' LEVATION 1/4" - 1'-0" ■i 325# FIBERGLASS SHINGLES TH ELEVATION 1/4" = 11-0" ESP ALUM FRAMING W/-1/4" SOLAR TINTED GLASS COPPER FLASHING AN(J DRIPSCIA RAISED STUCCO BAND 8" CMU WALL W/ 5/8" PAINTED STUCCO 12" X 2" RAISED STUCCO BAND CONT. AROUND BUILDING I Mt PLANS HAYr. D'E0 Mr.VlrVVrU lN ACCORDANCE VVITH THE FLORIDA wesse wouw wwwn ED 'LASHING �SCIA 3TUCC0 BAND JALL W/ JTED RAISED BAND IOUND z � 4 0- 0- H 0 ® Q� Z U O LL p� r U IL( U I~ D U uj t--, Z CL � Q F- ~ lu � Z 7HECK2D C DATE 10-6-03 JOBNO. 200308 SHEET AA-2 OF 5 24X24 ACOUSTICAL TILE 4" Y"IY i,.. JVI\LLIY YLIYI C;tZ1L1N(z; FLAN ' UiLL)1N(:; "A" 1/4" = 11-011 "0 W 0 Mbrok m .THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY RELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. T JVI\LLIV VLIVI E PUNS HAVE DO RERW IN ACCORDANCE WITH THE FLORIDA M E i I G CODE. REVISIONS BY 10 3-8-04 5.5, 0tD* 1 4" co #-) 0 f ('3LL®e) Z�0 ~'Z< w Of a �V' X LLJ U 1- �mz J Q 00 -u) f uj -j Q m r��a m `4 € ui co d cJ—tqo) Z IZ V � Z N IL r HJ IL v H Q 1 1L Q Z DRAWN CHECKED S. B, DATE 10-6-03 JOB NO. 200308 SHEET s OF 5 CREVISION76BY WASHROOM ACCESSORIES GRAB BARS O BOBRICK #B-6806 X 42 1-1/2" DIAMETER, 42" LONG, STAINLESS STEEL, CONCEALED MOUNTING. MOUNT 33" A.F.F. TO TOP OF RAIL. GRAB BARS O BOBRICK #B-6806 X 36 1-1/2" DIAMETER, 36" LONG, STAINLESS STEEL, CONCEALED MOUNTING. MOUNT 33" A.F.F. TO TOP OF RAIL. TISSUE DISPENSER: O BOBRICK #B-2740 CAST ALUMINUM, SINGLE ROLL, SURFACED MOUNTED WITH THEFT RESISTANT SPINDLE. WALL MOUNTED AT 32" A.F.F. MIRROR: O BOBRICK #8-165 18X36, STAINLESS STEEL FRAME, 1/4" PLATE GLASS, 181IX36" PAPER TOWEL/ O COMBINATION PAPER TOWEL DISP./ WASTE RECEPTACLE WASTE RECEPTACLE MOUNTED @ 38" A.F.F. BOBRICK #B-369 NOTES: 1) BOBRICK WASHROOM EQUIPMENT IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE AMERICAN SPECIALITIES, INC., AMERICAN DISPENSER, AND BRADLEY. 2I PROVIDE SOLID WOOD BACKING FOR ALL WALL MOUNTED ACCESSORIES INCLUDING TOILET PARTITIONS. MICA LAM URINAL SCREEN - BRACE FLOOR TO CEILING PAINTED DRYWALL --- � MICA LAM TOILET PARTITION CERAMIC TILE WAINSCOT MICA LAM O,H. CABS W/ 2 ADJ, SHELVES MICA LAM SPLASH MICA LAM COUNTER MICA LAM BASE CAB 1 UR A 1/4" = 1'- O 6 REAK #112 A- 1/4" = 11-0" DOOR SCHEDULE MK SIZE MATERIAL FINISH ��OOR��� MO MATERIAL FINISH THRESH. EL. REMARKS 1 6'-0"x7'-0"x1 3/4" PR. ALUM/GL E.S.P, ALUM E.S.P. ALUM 1 IMPACT ASSEMBLY 2 3'-011x7'-011x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 3 31-011x7'-011xi 3/4" H.C. WOOD PAINT WOOD PAINT 3 4 31-011x7'-01'x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 5 3'-011x7'-01'x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 6 3'-011x7'-01'x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 7 3'-011x7'-O"xi 3/4" ALUM/GL E.S.P. ALUM E.S.P. ALUM 2 IMPACT ASSEMBLY 8 NOT USED 9 3'-011x7'-0"xi 3/4" H.C. WOOD PAINT WOOD PAINT 3 10 3'-011x7'-011x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 11 31-011x7'-O"xi 3/4" H.C. WOOD PAINT WOOD PAINT 3 12 3'-011x7'-O"xi 3/4" H.C. WOOD PAINT WOOD PAINT 3 13 3'-0"x7'-O"xi 3/4" H.C. WOOD PAINT WOOD PAINT 3 14 3'-0"x7'-0"xt 3/4" H.C. WOOD PAINT WOOD PAINT 3 15 31-0"x7'-0"xi 3/4" H.C. WOOD PAINT WOOD PAINT 3 16 31-0"x7'-0"xt 3/4" H.C. WOOD PAINT WOOD PAINT 3 17 31-0"x7'-O"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 18 31-0"x7'-0"x1 3/4" ALUM/GL E.S'P. ALUM E.S.P. ALUM 2 IMPACT ASSEMBLY 19 3'-011x7'-0"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 20 3'-0"x7'-01'x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 21 31-011x7'-0"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 22 31-011x7'-0"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 23 31-0"x7'-O"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 24 3'-011x7'-01'x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 25 3'-0"x7'-0"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 26 3'-011x7'-01'x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 27 31-011x7'-0"x1 3/4" H.C. WOOD PAINT WOOD I PAINT 3 28 3'-0"x7'-0"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 29 PAINTI PAINTED DRI BEYOND CERAMIC TILE WAINSCOT TYPE 1 ""'^" ' """ ''OILET CERAMIC TILE WAINSCOT A- 0 1/4" a 11-011 5 %16,T,OlLffT #120 1/4" = 1'-0" ESP ALUM FRAMING W/ SOLAR TINTED IMPACT RATED GLASS PAINTED DRYWALL--� BEYOND CERAMIC TILE WAINSCOT 1."9BARS #1 & 2 N.I.C. IN TOILETS & 122. PROVIDE D BACKING FOR JRE INSTALLATION TYPE 2 ... , ... _-- IT 1 WOMEN #111 A- 1/4" - 11-0" MEN #110 OPP. HAND PAINTED DRYWALL BEYOND YI�TOILET1/4" = i'-0" ESP ALUM FRAMING W/ SOLAR TINTED IMPACT RATED GLASS ROOM FINISH SCHEDULE NO. NAME FLOOR BASE �WALLS� CEILING REMARKS MATERIAL FINISH MATERIAL FINISH HT. 101 RECEPT. CERAMIC TILE CERAMIC TILE DRYWALL PAINT ACOUST, FISSURED 9'-6" 102 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 103 HALL VCT VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 104 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 105 STORAGE VCT VINYL DRYWALL PAINT ACOUST. FISSURED 91-6" 106 ENG. VCT VINYL DRYWALL PAINT ACOUST, FISSURED 9'-6" 107 SERVER VCT VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 108 NOT USED 109 COPY VCT VINYL DRYWALL PAINT ACOUST, FISSURED 9'-6" 110 MEN CERAMIC TILE CERAMIC TILE DRYWALL PAINT DRYWALL PAINT 8'-0" 5'-0" CERAMIC WAINSCOT 111 WOMEN CERAMIC TILE CERAMIC TILE DRYWALL PAINT DRYWALL PAINT 8'-0" 5'-0" CERAMIC WAINSCOT 112 BREAK VCT VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 113 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 114 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 115 HALL VCT VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 116 CONE. CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 117 STORAGE VCT VINYL DRYWALL PAINT ACOUST. FISSURED 9'-roll 118 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 119 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 120 TOILET CERAMIC TILE CERAMIC TILE DRYWALL PAINT DRYWALL PAINT 8'-0" 5'-0" CERAMIC WAINSCOT 121 JAN/ELECT VCT VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 122 TOILET CERAMIC TILE CERAMIC TILE DRYWALL PAINT DRYWALL PAINT 8'-0" 5'-0" CERAMIC WAINSCOT 123 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 124 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 125 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-roll _' '{ESE PLANS NAVE BrEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE% HC MIRROR �1� HC CERAMIC WAINSCOT ILE 1 2 < O4 5> E W C L A V URINAL TOILET ACCESSORIES MOUNTING HEIGHTS THESE PLANS AND ALLPROPOSSD G�, I .ARE SUBJECT TO ANY CORRECTIONS REQUIRV PY RFI n + r THAT MAY- COMPLY WITH ALL APPLICABLE COD1111 CLEAR FLOAT GLASS HORIZ. FLUSH PANEL SLIDING HOLLOW CORE WOOD - - PRE -HUNG aD N FINISH FLO ESP ALUM FRAMING W/ SOLAR TINTED IMPACT RATED GLASS 0 FINISH FL00 TYPE 3 © ® OA NOTE ! WINDOW ELEVATIONS ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RATED ASSEMBLIES PER THE FLORIDA BUILDING CODE 2001 EDITION. CONTRACTOR AS AN ALTERNATE APPROVED PROTECTIVE PANELS MAY BE INSTALLED. CONTRACTOR SHALL FURNISH PRODUCT APPROVAL SHOWING SPECIFIC INSTALLATION REQUIREMENTS FOR THIS PROJECT ESP ALUM FRAMING W/ SOLAR TINTED IMPACT RATED GLASS O t0 sr co an tU I� n00 U�v0 Q W X L1UF.�- QW ~caZ Ua� �f 00 o Qco -w_j M0cV W Q co Z z Q < Q H z U O H (n J L U Lu Q � U LL. U W t—� z ;—' 0— L ~ W Q z DRAWN S, B, CHECKED S. B. DATE 10-6-03 JOB NO. 200308 SHEET AA-4 OF 5 1 1/2" RIGID BOARD INSULATION 5/8" DRYWALL V RAISED ON 11/2" WOOD STUCCO OR MTL FURRING BAND AT 16" O,C. 81-6" 5/8" STUCCO 81Ix8" P/C CONC LINTEL WRAP DW TO WOO STUCCO DRIP FRAME • FIXED GLASS HEAD d ASSEMBLY JAMB 4 DE7AT FIXED GLASS ASSEMBLY MARBLE STUCCO WASH STOOL 2" 12"X2" RAISED STUCCO BAND 1 1/2" RIGID BOARD INSUL • • WIRE LATH O i STYROFOAM 5/8" DRYWALL FORM ON 1 1/2" WOOD OR MTL FURRING 8" CMU AT 16" O.C. 5/8" STUCCO 3 DETAIL THESE PUNS HAVEAmato IN ACCORDANCE ITIH 1A UNA BUILDING CODE. INTERIOR SLAB DOOR MAXIMUM 1/2" THRESHOLD HT. EXTERIOR ENTRY WALK ° PLYWOOD ROOF— q SHEATHING I SLABS LEVEL 325# FIBERGLASS SHINGLES ACROSS ENTRY ENTRY & THRESHOLD PREFINISHED STL FLASHING 1X4 DRIP 2X10 FASCI WOOD TRUSSES 5/8" STUCCO FASCIA ON WIRE LATH BRACE TOP TRACK 2X GABLE END BRACING TO WOOD TRUSSES PER TRUSS ^ PLANS AT 48" O.C. MAX W/ 2-5 GA. STL STUDS BOTTOM TRUSS CHORD BOTTOM TRUSS 5/8" STUCCO SOFFIT CHORD 2" RAISED STUCCO ON WIRE LATH BANDGoSUSPENDED ACOUSTICAL SUSPENDED ACOUSTICAL TILE CEILING TILE OR SUSPENDED DRYWALL CEILING - SEE CEILING PLAN AND FINISH 2X4 WOOD STUUDS AT fli SCHEDULE 16" O,C, CONT, 2-2X4 STUDS U AT 'DOOR JAMBS 6 CORRIDOR N 5/8" STUCCO ON CMU OPENNINGS z COLUMN n. uw R1 2X4 WOOD BLOCKING N BETWEEN STUDS CONT. 5/8" DRYWALL EA, SIDE 3 5/8" 25 GA, GALV STL -' STUDS • 16" O.C. w/ 5/8" m - 0 DRYWALL EA. SIDE P.T,', WOOD' PLATE CONT, W/ 1/2" DIA. SLEEVE ANCHOR AT 32" MAX O.C. RAWL 05033 W/ 21' SQ. STEEL WASHER UNDER BOLT HEAD 2" RAISED STUCCO BAND 4" CONC. ENTRY VINYL BASE WALK. MAX SLOPE 4" THK CONC. SLAB 1 1/2" : 8'-0" FDN F18 I O N E 1/2" ' 1'-ou 0 J VINYL OR WOOD N BASE SEE FIN. w SCHEDULE 4 4" THK CONC SLAB FASTEN BOTTOM TRACK TO SLAB W/ SHOT STUDS AT MAX 36" O.C. C SIF-"TTION /2" = 1'-0" )ET L REVISIONS BY 0 3-8-04 S.B. 3/4" PLYWOOD ROOF SHEATHING 325# FIBERGLASS SHINGLES OVER 30# FELT COPPER FLASHING WOOD TRUSS 1X4 CEDAR DRIP 3/4" STUCCO 2X10 R.S. CEDAR ON H'I-RIB FASCIA LATH 4" SCREEN VENT (ZINC) - ,i- Df E TAIL THESE PIANO 4 } "R °' !WORK- A81 (WRECTIONS i :.R =C117., N.T PLYWOOD ROOF PLYWOOD ROOF SHEATHING SHEATHING 325# FIBERGLASS SHINGLES 12 325# FIBERGLASS SHINGLES 5 TRUSS POCKET TRUSS POCKET WOOD WOOD TRU9TRUSS _ 6" R-18 / 6" R-18 FIBERGLASS o FIBERGLASS BATT INSUL 81_6" BATT INSULBI!�� 1 ' ACOUSTICAL' � ACOUSTICAL TILE OR DRYWALL 21-0" TILE OR DRYWALL I 2'-0" CEILING SEE CEILING SEE 8 u xB" SCHEDULE STUCCO RAISED SCHEDULE CONC, LINTEL BAND _ , P' RAISED 4 STUCCO o N BAND _ all CMU WALL _ N W/ REINF. CELLS 3 d 5/8" STUCCO b L 5/8" DRYWALL 5/8" STUCCO IN _z ON 1 1/2" WOOD 3 ui w OR MTL FURRING N AT 16" O.C. _ 1 1/2" RIGID MARBLE 12"X2" 'RAISED O BOARD INSUL STOOL STUCCO m BAND of 0 CONC, SILL --A 2'-4" ID / 21-411 5/8" DRYWALL • • 'o ON 1 1/2" WOOD 3 VINYL OR 1 OR MTL FURRING WOOD BASE 2 AT 16" O.C. p SEE SCHED. o 1 1/211 RIGID 4" CONC, BOARD INSUL SLAB O'-0" '7777 7T�/ N N N N o 0 A SECTION A- 1/2" = 1'-0" Ix lu lu z z lu Owe} }0)O OWN 000 o ° AI N ZQ w E� M N z �1aIL _T_ CIL Lu UQ� �Q:fn-®® CnQw_� J �0cV di Q 0) t0 Q � N N J z Q Q (. 0 Z (j 0 V / 1J_. sA ��® U HJ Q U IL D�f W r y .J 4H z a. Q LU DRAWN S.5,/N,L CHECKED S. B. DATE 10-6-03 _ JOB NO. 200308 SHEET AA-5 OF 5 1/411 = 11-011 �-"NORTH F- 7 7= PLANS AND ALL PROPOSED WORK THESE PLANS HAVE BEEN REVIEWED ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT IN ACCORDANCE WITH THE FLORIDA MAY BE NECESSARY IN ORDER TO BUILDING CODE, COMPLY WITH ALL APPLICABLE CODES.', REVISIONS1�5) 3-8-04 S.B. 0 to 0 CID 000 -jo I IL 0 0 -0 ZD U) < Z< — LLI f2of to oe X IL u LLJ a Lu 2; Qf (L 0 0 co i LLi > to C%l cV lu 0) cD U) z < < CL 0- C) 2 (D 0 a-f 0 LL Lij IL Z v- CL < z LL LLJ PLUMBING FIXTURES FIXTURES AND EQUIPMENT NUMBERS ARE BASED ON AMERICAN STANDARD UNLESS OTHERWISE NOTED. WC HANDICAPPED WATER CLOSET: FLOOR MOUNTED, FLUSH TANK, WITH ELONGATED BOWL 18" HIGH FOR HANDICAPPED, WITH TWO BOLT CAPS, 2108.408 AND 380 TL "CHURCH" SEAT, AND SUPPLY WITH ANGLE STOP. LAV LAVATORY: MODEL 0124,131 "COMRADE" WHITE, WITH JOSAM CARRIER. PROVIDE FLEXIBLE SUPPLIES WITH ANGLE WHEEL STOP, 4446,019 NIPPLE WITH ESCUTCHEON, AND 17 GAUGE "P" TRAP AND GRID DRAIN, FAUCET 7516.172. INSULATE TRAP AND HW LINE. SK SINK; ELKAY CR-2522, SINGLE COMPARTMENT, 7" DEEP, WITH LK-35 DRAIN OUTLETS, LK-4123-F FAUCET WITH GOOSENECK SPOUT, 1 1/2" CP CAST BRASS "P" TRAP. EWC ELECTRIC WATER COOLER; HAWS WHEELCHAIR WATER COOLER, MODEL HWCAB MOUNT 1 COOLER SPOUT AT 3611 A.F.F. AND 1 COOLER AT STANDARD HEIGHT UR URINAL; AMERICAN STANDARD TRIMBROOK 6561.017 W/ SLOAN FLUSH VALVE 1.0 GPF, WHITE FD FLOOR DRAINS: JOSAM 30003-5A-2-50 DRAIN, JOSAM 88250 TRAP SEAL PRIMER VALVE INSTALLED ON ADJACENT LAVATORY CW SUPPLY. INSTALL 1/211 ANNEALED COPPER PIPING CONNECTION TO FLOOR DRAIN BODY, HWH HOT WATER HEATER, 40 GALLON VERTICAL TANK, 4.5 KW "ELEMENTS AT 240 VOLTS, TANK DRAIN, DIELECTRIC UNIONS ON HW & CW PIPING CONN., P&T RELIEF VALVE W/ VENT TO EXTERIOR. HB HOSE BIB, WALL HYDRANT TYPE, VACUUM BREAKER ON OUTLET WCO WALL CLEANOUT, 2 WAY PVC CLEANOUT FITTING, PVC SANITARY TEE W/ PLUG, C.P. STEEL COVER PLATE W/ CENTER SCREW, SET 12" A.F.F. (N O,S.) ECO EXTERIOR CLEANOUT, 2 WAY PVC CLEANOUT FITTING, PVC HUB W/ PLUG SET AT 4" MAX. BELOW LOCAL FINISHED GRADE, CAST IRON ACCESS COVER SET FLUSH W/ FINISHED GRADE, JOSAM #5860 OR EQUIV, PLUMBING NOTES 1; THE FOLLOWING NOTES ARE GENERAL IN NATURE AND PERTAIN TO THE ENTIRE PROJECT. WHERE THERE ARE EXCEPTIONS, ADDITIONS, OR REVISIONS TO THESE NOTES, SUCH EXCEPTIONS, ADDITIONS, OR REVISIONS ARE SO NOTED ON THE PARTICULAR DRAWING WHERE THEY OCCUR, 2. FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED FOR THE COMPLETION AND OPERATION OF ALL SYSTEMS IN THIS SECTION OF WORK IN ACCORDANCE WITH ALL APPLICABLE CODES. 3, FURNISH AND INSTALL COMPLETE SYSTEM OF WATER, SOIL, WASTE, AND VENT PIPING FROM ALL PLUMBING FIXTURES AND/OR EQUIPMENT. 4. CLEANOUT PLUGS SHALL BE INSTALLED IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS AT EACH CHANGE IN DIRECTION. CLEAN OUT SHALL BE PLACED IN READILY ACCESSIBLE LOCATIONS. 5, ALL WATER, SOIL, WASTE, AND VENTING LINES SHALL BE CONCEALED IN THE BUILDING CONSTRUCTION, UNLESS NOTED OTHERWISE. 6, CONTRACTOR SHALL CLOSELY EXAMINE THE SITE AND THE ELECTRICAL, MECHANICAL AND ARCHITECTURAL DRAWINGS TO AVOID PIPING INTERFERENCE WITH STRUCTURAL BEAM, DUCTS, RAINLEADERS, ETC. 7, PLUMBING CONTRACTOR SHALL VERIFY ALL INVERTS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF CONFLICTS. 8, CONTRACTOR SHALL PROVIDE AND CONNECT ALL FIXTURES AND SHALL PROVIDE ALL ITEMS NECESSARY TO COMPLETE THE PLUMBING INSTALLATION.. ALL WATER LINES ARE TO BE VALVED AT EACH FIXTURE. 9. WHERE REQUIRED, OFFSETS SHALL BE MADE TO AVOID BEAM, DUCTS, LIGHTS, ETC. 10. PLUMBING CONTRACTOR SHALL EXTEND AND CONNECT SANITARY, AND WATER LINES TO SITE UTILITIES SYSTEMS, OUTSIDE, AS REQUIRED. 11, ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES. 12. CONTRACTOR SHALL INSPECT SITE PRIOR TO BID AND VERIFY ALL EXISTING CONDITIONS AND CONNECTIONS FOR NEW PIPING. 13. COPPER PIPING SHALL BE PROTECTED AGAINST CONTACT WITH MASONRY OR DISSIMILAR METALS, AND HANGERS, SUPPORTS, ANCHORS, AND CLIPZ-, SHALL BE COPPER OR COPPER PLATED. WHERE COPPER PIPING IS CARRIED ON IRON TRAPEZE HANGERS WITH OTHER PIPING, SATISFACTORY AND PERMANENT ELECTROYTIC ISOLATION MATERIAL SHALL PROTECT THE COPPER AGAINST CONTACT WITH OTHER MATERIALS. 14. WHERE COPPER PIPING IS SLEEVED THROUGH MASONRY, SLPEVES SHALL BE COPPER OR RED BRASS. WHERE COPPER MUST BE CONCEALED IN A MASONRY PARTITION OR AGAINST MASONRY, CONTACT SHALL BE PREVENTED BY COATING THE COPPER HEAVILY WITH ASPHALTIC ENAMEL AND PROVIDING 15# ASPHALT SATURATED FELT BETWEEN THE PIPE AND THE MASONRY. 15. PROVIDE AIR CHAMBER AT FIXTURE GROUPS, PER HW & CW PIPING RISERS 16. DRAIN, WASTE, & VENT (DWV) PIPING SHALL BE PVC PLASTIC WITH PVC DRAINAGE FITTINGS, SOLVENT CEMENT JOINTS 17 COLD WATER (CW) AND HOT WATER (HW) PIPING SHALL BE COPPER WATER TUBING, TYPE L OR M, WITH WROT COPPER FITTINGS, LEAD FREE SOLDER JOINTS. COLD WATER PIPING NON -INSULATED. HOT WATER PIPING INSULATED', WITH PIPE INSULATION CONTINUOUS FROM WATER HEATER OUTLET TO EACH FIXTURE STOP. INSULATION MATERIAL TYPE AND THICKNESS SHALL COMPLY . WITH THE FLORIDA PLUMBING CODE, TABLE 607.E 18. COLD WATER PIPING AT BUILDING EXTERIOR, BELOW GRADE, SHALL BE PVC PLASTIC PIPE AND FITTINGS, SCHEDULE 40, WITH SOLVENT CEMENT JOINTS. ALL PIPING STOCK SHALL BEAR N.S.F. "PW" LABEL BURY WITH 241, MINIMUM COVER BELOW FINISHED GRADE. PLUMBING FIXTURE SCHEDULE ITEM DESCRIPTION WASTE CW HW REMARKS WC WATER CLOSET 3" 1/2" -- HC LAV LAVATORY 1 1/2" 1/211 1/2" HC SK SINK 1 1/21, 1/211 1/211 EWC ELEC WTR CLR 1 1/4" 1/2" -- UR URINAL 2" 1" - HC PEW EYE WASH -- 1 1/21, -- FD FLOOR DRAIN 3" -- -- HWH WATER HEATER -- 3/4" 3/4" HB HOSE BIB - 1/211 -- WCO WALL CLEANOUT -- -- ECO EXTERIOR CLEANOUT -- -- -- 1/211 1" ATC I" ATC FLOOR SLAB LINE - TYP. 1/2" ACHE PIPING RISER LEGEND ANNEALED -TEMPER COPPER TUBING, BELOW FLOOR SLAB (ATC) PIPING UNION, DIELECTRIC TYPE t -TQ-� GATE VALVE, ALL BRONZE, RISING STEM, 125 P,S,I.G. COLD WATER RATED p AIR CHAMBER, 18" MIN. LENGTH, PIPE SIZE PER RISER ,, A4 3/4" ATC 1/211 ACH. f 1/2" ATC E kP IG R.V. VENT THRU WALL W/ DISCHARGE AT 611 MIN. & 2411 MAX, ABOVE' GRADE 1/2" ATC FLOOR SLAB LINE TYP. N T S ATC r\\ PIPING RISER Hl) \\ , NTS \ \ 2" VTR LAV \ TO SEPTIC \ I 4" ECO SYSTEM - SEE WC \\\ II CIVIL DRAWINGS �I FOR CONT. 411 2" 3" III ,r 2" 3" 4" LAV 3" WC 4 3" 2u SSE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RREQUIRED BY FIELD INSPECTORS THAN n MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 21211 211 \ Pwc I r 211 f��211 EWC I I�-VI LAV I /// � SK 4" I LAV �' I / i LAV 3" VTR / I UR r I FD 3" I� I LAV FD 3" : " -�— 3" WV RISER NTS +Em FREVISION,57BY Al 3-8-04 S.B. O to sr cn 00 �tflh �00 Of UIL®0 Z _ av Lu 037 IL A.� Q W W L9 m Z =..i kf�0-0o > -J Q W �[acq fV W Q ccooQ� r Q z Q Q ^ L UI O z_ U IL U = rHJ ® I.L.! Z Q_ J y W Q Z )4" TION STL ROOF PANELS FILLED CELLS) W/ GONG. FILL & 1 #5V EA. CELL PER PLAN LB7/LB2 PER PLAN STL ROOF PANELS 221-211 MAX 19'-7" MIN. 41lx4"x12 GAUGE ANGLE CLIP W/ 3#12 SHANK SELF - DRILLING SCREWS TO ROOF PURLIN (TYP: 2 PLCS) 41lx 20 GAUGE MIN. STL CEE STUD AT 24" O.C. r-3 6"x 18 GAUGE STEEL CEE STUDS AT 24" MAX. O.C. CONT, 41lx20 GAUGE MIN. STL CEE STUD HORIZ. BLOCKING CONT, (TYP, 2 PLCS) 6"x18 GA, STL STUD TRACK W/ 1/4" SHANK 5/8" PLYWOOD x 1 1/2" LONG TAPPING SHEATHING ANCHORS AT 2411 O.C. CONT., EXT'R GRADE, TYPE _ C-D OR 'BETTER, o FACE GRAIN TO STUDS 611 GONC. SLAB 10'-811 0 EPICORE DECKING\-1#4 ANCHOR BAR CONT. 8"x10" CONC. AT SLAB CAP W/ 2#5 EDGE BOTTOM BARS CONT, THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDAa - LILDINaODE. REINF. 8" CMU WALL 4" GO NC, SLAB 17'-5.3411 i_Ou STL ROOF • • PURLIN-TYP. FDN F11 15'-4" CMU BOND BEAM W/ 2 '� A #5CONT. m _., a S - 3 vz"=1'-0" r STL WALL PANELS REINF. 8" CMU WALL 4'! GONG. SLAB • • FDN F10 STEEL GIRTS------- STL BLDG CHANNEL GIRT W/ 1/2" DIA.x3" L© STUD ANCHOR AT 6'-0" MAX. O.C. CONT. (RAWL #7720 OR EQUIV.) • • N A>1�1.PRfi��, I �TI I wwwnmjLqwAmcoDES. REINF. 8" CMU WALL 4" CONC. SLABR --a-O '-O" • SECTION S-3 1/2"=11-0" STL ROOF PANELS 1 � FILLED CELLS W/ GONG. FILL & 1 #5V EA. CELL PER PLAN L51 1#4 ANCHOR BAR CONT, III CAP CAP W/1 2#5 2#5 BOTTOM BARS CONT. REINF. 8'1 CMU WALL N N m 19'-7" LiSTL ROOF PURLIN-TYP. It —CMU BOND BEAM W/ 2 #5 CONT. 15'-4" 6" GONG. SLAB 4" GONG. SLAB • • FDN F11 SAC I �zll� c1l 00 CTC W U w FDN F9 10'-8" 1#4 ANCHOR BAR CONT, AT SLAB EDGE 6" GONG. SLAB •I• EPICORE DECKING 811x11 1/2" CONC. CAP BEAM W/ 2#5 BOTTOM BARS CONT. REVISIONS BY 3-8-04 S.B. r i u s w- W ui Z 0 Z lu O t9 sF e) W noo 6 lLuu oo UZ�Qtfl Z a W Q to VoCk Fx a X _3= Q L1QL—IL W 3? wz Lkf ONO Go , i Q IJLI �0N ILJ Q co Q l0 z Q Q Q- 2 H z_ 0 IL r U ILI U W t � z CL CQ G < - I— IL1 Q z REINF. 8" ^' CMU WALL 4" GONG. SLAB 0 - '` DRAWN CHECKED S. B, DATE 10-6-03 JOB NO, 200308 SHEET' k OF FIRE EXTINGUISHEXTINGUISHtER LIL&END FE-1 J.L. INDUSTRIES COSMIC 10E EXTINGUISHER RATED U.L. 4A-60BC PROVIDE STANDARD WALL MOUNTING BRACKET NOTE: J.L. INDUSTRIES IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE LARSON, THOMAS, MODERN METAL PRODUCTS, N''sm� THIS 5UILDING IS TYPE IV CONSTRUCTION PER THE FLORIDA 5UILDING CODE 2001 EDITION. THE OCCUPANCY CLASSIFICATION IS GROUP 'IF11 FACTORY INDUSTRIAL, PROVIDE FIRE SPRINKLER SYSTEM PER N,F,P,A, 13, ORDINARY HAZARD AND ST, LUCIE COUNTY FIRE DEPARTMENT, AREA CALCULATION GROUND FLOOR AREA 2.55' X 250' = 631750 S.F. GROUND FLOOR AREA (ENCLOSED) 20'-8" X 74'-0" = 1,529.58 S.F. MEZZANINE FLOOR AREA (ENCLOSED) 20'-8" X 74'-0" = 1,529.58 S.F. i I_ 11 i_ II 5 1_ 11 �-'-------- ----------- 1 i i i s I A I 11-011 1. II i 1_ B re 451-011 —_---------------------------'_SEE SHEET _ BA-2 FOR 1/411 FLOOR PLANS cq OF THIS AREA _ FE-1E)�FE-1 JMNS WIND WINDCOLUMNS COLU NORTH �1sL�C®gip OGR PLANU�JU,`, DING "B" -- WIND COLUMNS rlM W w Z z w 0) l0 n00 i IL 00 �.ZQ_ w (D x �aF-IL W �mz _mx C.3 a Z) oop0-00 j J� a►u`� 2 C-4 Lu 0) COa U) s F z � z Q a Q H (� V 0 a Lol Z V 0 V/ IL U W U z a — IL ~ Lu Q z 7'-0" 4 SPACES X 1'-81' 7'-0" 17-11" 18 TREADS X 11" 18'-6" BOLT CHANNEL TO WALL W/ 4" 17'-7" 4u 1 7/8" STL 3X1 1/2X1/4"XLLV 1/2" DIA.x3" LG STUD ANCHOR (TYP. 10 PLCS) AT 2'-0" MAX. O.C. CONT. 1/4" TYP. TRAWL #7720 OR EQUIV,) 1 /j35 NMC10X8,4 (TYP.1 0 TYP, MC10X8.4 — a (TYP. 2 PLCS.) xo 1/8° TYP. BEEN REV, L -L L -�I- A I L -lZ1 IH ACCOADANCE WIiH THE Fti TYP. 4 SIDES 12 GAUGE (MIN,I STL TREAD — — TYP. 3/16" AT TR. PLATE PLATE CONT., MULTIGRIP OR BUILDING CODE, FOURWAY PATTERN ON TOP L_ FACE TS3X3 COL BELOW T T Orb VIEW HOLD 111" ITYP, 2 PLACES) / }a,?8R A 1/211 = 1'-0" o STL. TUBE COL. STL. TUBE COL, STP 11" TREAD TS3X3X.187" MIN. TS3X3X.187" MIN, rNC, L 1n TYP, m (TYP.2 PLCS).. (TYP. 2 PLCS) "N'tESE PLANS AND ALL PROPOSED WORK `- ' ARE SUBJECT TO ANY CORRECTIONS N REQUIRED BY FIELD INSPECTORSTHAT MAY BE NECESSARY IN ORDER TO 7,636 COMPLY WITH ALL APPLICABLE CODES. 12 ' 4"X7"X1/2" MIN. STEEL 41IX7"X7/2" MIN. STEEL � \ N BASE PLATE W/ 1-5/8116 BASE PLATE W/ 1-5/8110 H X 4° LG:'GALV STEEL STUD TYP g/16u X 4" LG. GALV STEEL STUD \ ANCHOR TO SLAB ANCHOR TO SLAB A _ 0'-0" - MC10X8,4 71 STRINGER TYP. 1/16 \ - 1/8 3/16" STL TREAD PLAT , a� O co PREFINIS ED 24- GA. STEEL. WALL PANELS PREFINIS ED STL WALL FLASHING 10'-8" tp N COLD BEND NOFOUR G v I Q r• A T S T E E L A I R MULTIGRIP OR FOURWAY PATTERN ON TREAD FACE 1/2" _ 1'-O" A' DESIGN LIVE LOAD = 100 PSF 24 GA. ZINC. </ ALUM. H ^ � I � COATSHEETS STEEL ROOF G.V: �"� SHEETS A- 1 1/2" - 11-0" 221-2"'MA: 24 GA. ZINC. / ALUM. 3" VINYL FACED COATED STEEL ROOF FIBERGLASS SHEETS INSUL 24 GA. ZINC. / ALUM. STL ROOF COATED STEEL ROOF PURLIN-TYP. STEEL PURLINS SHEETS N 11224 GA. ZINC. / ALUM. WALL BRACING W RAKE ANGLE STL ROOF COATED STEEL ROOF SHEETS SEE STRUCT PURLIN-TYP. Q 12 > PREFINISHED PURLINS STL RAKE 3" VINYL FACED 19'-7" TRIM ENDWAL FRAME '��,,,,, 24 GA. Z!INC, /ALUM. COATED ,STEEL ROOF FIBERGLASS �• SHEETS INSUL I 24 GA. Z'1NC. / ALUM. 6" R-19 IBERGLASS 6" R-19 FIBERGLASS ',. COATED STEEL'ROOF,� INSULATION RAKE AN SHEETS 12 INSULATION 3" VINYL FACED ACOUSTICAL TILE ACOUST. TILE CEILING ACOUST: TILE CEILING LE 1 r , - ` STL ROOF FIBERGLASS CEILING ' 1T-5.34° INSUL. PURLIN TYP. 6" R-19 FIBERGLASS' PREFINISNED •• 3 5/8" 25 GA, GALV. PURLINS CMU BOND BATT INSULATION " STL RAKE 3/4 STUCCO - STEEL STUDS AT 16" TRIM = BEAM W/ 2 ON PAPER o 0 C CONT W/ 5/8" 3" VINYL FADED STL ROOF _ #5 CONT, 5/8" DRYWALL BACKED WIRE <Y PURLIN-TYP, N LATH 3 5/8" 25 GA. GALV. ENDWALL FRAME I FIBERGLASS' FILLED CELLS i Wx 18 GAUGE AT 241EL STEEL STUDS AT 16° O.C. CONT. W/ 5/8" 3° VINYL FACED FILLED CELLS— •• 15'-4" &/1 SVCONCEAFILL •. 15'-4MA MAX. O.C. CONT. DRYWALL EA. SIDE W/ CONC: FILL CMU BOND FIBERGLASS & 1 #5V EA. BEAM W/ 2 CELL PER PLAN INSUOFFICE L CELL PER PLAN #5 CONT. 3 1/2" R-11 FIBERGLASS •• CONC. BEAM " fl GATT INSULATION STORAGE CONC. BE SEE STRUCT. STL CEE STUD HORIZ. 5/8" PLYWOOD ' SHEATHING SEE STRUCT. BLOCKING CONT. CONT., EXT'R STEEL GIRTS (TYP. 2 PLCS) GRADE, TYPE - PREFINISHED 24 STL BLDG CHANNEL GIRT W/ C-D OR BETTER, o 1/2" DIA,x3" LG STUD ANCHOR 1/2" DIA.x3° LG STUD ANCHOR V 6"x18 GA. STL STUD FACE GRAIN AT 4'-O" MAX. O.C, CONT. GA. STEEL WALL AT 4'-0" MAX. O.C. CONT. TRAWL #7720 OR EQUIVI PANELS (RAWL 07720 OR EQUIV.I O TRACK TO STUDS 6" CONC. SLAB 6" CONC' PREFINISHED STL 6" CONC. SLAB 6" CONC. -.6" CONC SLAB WALL FLASHING SLAB SLAB 10' 8" 10'-8" 101-8" Ep cV •. • EPICORE EPICORE 6" R-19 • • • • O • • DECKING CMU FILLER • • - EPICORE ri DECKING FIBERGLASS CONC. BEAM EPICORE DECKING TO DECK EPICORE INSULATION SEE STRUCT, ABOVE DECKING DECKING SEE BEAM CONS BEAM 8"x10" CONC. 8"x10" CONC. SEE STRUCT: SEE STRUCT. ACOUSTEILING TILET CAP SEE CAP SEE CEILING STRUCT. STRUCT. ELECTRICAL ELECTRICAL BREAK MAINTENANCE MAINTENANCE ELECTRICAL PLUMBING MANUFACTURING _N _ _ 4" CM in U - o `� PARTITION m REINF. 8" `� REINF, 8" CMU WALL of CMU WALL MEN SEE STRUCT. SEE STRUCT. FOR REINF 8" CMU FOR REINF n ' REINF, 8" REINF 8 REINF. 8" PARTITION t CMU WALL I CMU WALL CMU WALL N N 0 DRYWALL INSIDE 3 1/2" R-11 FIBERGLASS BATT INSULATION 3" VINYL FACED O FIBERGLASS m INSUUL. STEELGIR OFFICE STL BLDG CHANNEL GIRT W/ 5" CONC, SLAB m _ N UIF QUO •— W U �� fl — F CDN F9 CTION A - 1/2"=1'-0" SEE STRUCT. SEE STRUCT. SEE STRUCT. FOR REINF FOR ..REINF FOR REINF 5" CONC 5" CONC. 5" CONC. : 5" CONG 5" CONC, SLAB SLAB SLAB SLAB SLAB N FDNci Fll W OU - FDN F11 (ifFDN F9 FDN F70 FDN F11 E TION SECTION PA- . =ION SECTION A SECTION A- 1/2"=1'-0" A- 1/2"=1'-0" e 1/2"=1'-0" REVISIONS BY Q 3-8-04 S.B, I V 101. 0 d 00 n ® O 0 ]G U �i 00 U Z d) 1� W Q N �Y v = Q ZWQAIL Wz W •--- !Q. =L - �- °- N OD LLi J LIJ a to N N Q coQ l9 I (A � z Z 4 V f� z r' U ® ' !� E L rtn� U Lu rl ate✓ i� W z ;-' Q. LL W Q z DRAWN S, 5./N. L. CHECKED S, B, DATE 10-6-03 JOB: : NO', 200308 SHEET BA-6 k OF 7 m E} MI VISIE AIR FITT R.V. VENT THRU WALL W/ DISCHARGE AT 6" MIN. & 24" MAX. ABO\ GRADE R.V. VENT THRL W/ DISCHARGE MIN. & 24" MA: GRADE VISIB AIR ( FITTI RELIEF VENT) RUN I ' / RUN IN WALL TO EXTERIOR EXPANSION TANK MIN 2 GAL OT WATER i?I NTS RISER LEGEND ANNEALED -TEMPER COPPER TUBING, BELOW FLOOR SLAB (ATC) PIPING UNION, DIELECTRIC TYPE GATE VALVE, ALL BRONZE, RISING STEM, 125 P.S.I.G. COLD WATER RATED AIR CHAMBER, 18" MIN. LENGTH, PIPE SIZE PER RISER 'd LQ t-1 iy SEE SITE UTILITIES FOR CONT. 1/2" G.V. 3/4" DEU--� FLOOR SLAB LINE - TYP. 3" VTR I 2" L V LAV i 2" j 2" WC 211 i /i -2" TO SEPTIC 4 SYSTEM - SEE \\ I CIVIL DRAWINGS \ I FOR CONT. 211 \ \\\ 2u LAV \ ` I 1 2" I 2" VTR I� I 2" BWASH RADLEY q} q, Aq°\JIE"9ED FOUNTAIN TE 4 I� ACCORDAgEv ITHThE FLORIDA mianivacoM OLD NTS \ \\�2" -3" \ \r I \ —4" ECO I I \\�-211 AT GRADE-411 I \ 211 I 1 / 4u I 211 I BRADLEY WASH FOUNTAIN Tf"�c PLANS AND AU pRWOSEQ CVO ARE SttR,tECi TO AidY CORRECC77O A"CU'IRED By F'EiO t CTORS THAT MAYBE RECESSAF€Y (R ORDER TO'i Coil' 'r~'x MTH :�, A q�C UE COM_, <r2" I FREVISIONS7BY) 1Q 3-8-04 S.B. Ilz O tD s�- � c7 GO n00 UILUe) �--� Z Q lu --0 i N C7 X w V F_ �- QW ~mZ UQ� Q!o-®O QLLj- N co JJ�} lu �EDcli ui Q co IcA"� z z CD O Z U O cA J LL � N U W Q � U � � W U Z II � Q IL ~ uj Q Z DRAWN S, B, CHECKED S. B. DATE 10-6-03 JOB NO. 200308 SHEET AP-2 OF 2 " BIRD & INSECT SCREEN ON INLET FACE, 8"x8" INTAKE DUCT DOWN W/ CONN. TO R/A DUCT O OUTDOOR INTAKE HOOD ON ROOF, 10"x10" THROAT, BIRD & INSET SCREEN ON INLET FACE, 10"x10" INTAKE DUCT DOWN, 2-8"x8" DUCT CONN. TO R/A DUCT O O O O INTAKE DUCT, PER W/ AC UATOR,PER AHU CONTROLS RISER 8O BOTTOM TAKE -OFF OF BRANCH S/A DUCT, , DUCT DOWN TO HORIZONTAL S/A DUCT BELOW DECK OF ATTIC STORAGE ROOM (6 PLC ) O BOTTOM TAKE -OFF OF BRANCH R/A DUCT, I DUCT DOWN TO HORIZONTAL R/A DUCT BELOW DECK OF ATTIC STORAGE ROOM (4 PLC ) 10 11 8"x8" EXHAUST DUCT UP TO ROOF DISCHARGE HOOD, 8"x8" THROAT, BIRD & INSECT SCREEN ON OUTLET FACE 10"z10" EXHAUST DUCT UP TO ROOF DISCHARGE HOOD, 10"x10" THROAT, BIRD & INSECT SCREEN ON OUTLET FACE 13 14 REFRIGERANT PIPING THRU EXTERIOR WALL AT 12" NOM. A.F.F. IN PVC PIPE SLEEVE. PIPING UP IN WALL CAVITY TO ROOF TRUSS SPACE. 15 SECONDARY CONDENSATE DRAIN ABOVE CEILING, 3/4" PVC PIPE '& FITTINGS, ELBOW DOWN THRU SOFFIT W/ DRIPTO GRADE (TYP. 4 PL S) 3PRIMARY CONDENSATE DRAIN ABOVE C ILING, 3/4" PVC PIPE FITTINGS, DOWN IN ALL CAVITY, THRU EXTERIOR WALL AT 12" OM. A.F.F. OUTDOOR DRIP TO DRYWALL (TYP. 4 P CS.) 1/4" = 1'-011 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. REVISIONS BY re ua w z 'Hn v z lu owl - el co WN 00 01 '..IGUIL0 C:> rk�: ►u a x LL1 u IL uc w Wlz A�a-0o _ cn co �lu� awu`r � 0 cq lu CD ra 00 Q z z a Q �- CL cD O Q� z ca O H �A ✓ W Q � U IL t� W U � Q I- S J � Lu Q z ® MORMI'� 1 DRAWN 5, B./N. L. CHECKED S. B, DATE 10-6-03 JOB' NO, 200308 SHEET AM-1 Or- 2 13J2' SOUTH OF ST. LUCIE BLVD. 4" 7 x x x— x — x x-- x 1 I � �-O"!SPARE Y I I I� PP 0/H 13.2KV3? I TEL TV I, II TYPICAL — LIGHT / POLE ' �I LIGHTED I� I \� SIGN J \ 0 z x -X— X — X X -- X x X- x-- TC2/TCJ 1 4#10 (L 2J/10 (SIGN 2,f10 SPAR 2" SPARE 1,¢'10 GND �2" TEL\ 1 I I \ (t;7 - PROPOSED 'I FPL UNDERGROUND HIGH VOL TA GE LINE / I i PAD MOUNT ( TRANSFORMER POWER SERVICE ( 9& (1 III 9";, BUILDING A- - - - LIGHT FIXTURE(S) McGRA W EDISON IGM-A-40= 1-2-9 BRONZE HAND HOLE W/ EPDXY WIRE SPLICES CONDUIT AS - S/ZED ON PLAN 1 11 4#10+2#10*1OG — — — — — — PRECAST CONC. POLE PROVIDE CET TIFICA77ON BY FLORIDA P.E. SHOWING 140MPH WIND RA TING W/ TH SPECIFIED FIXTURES UL LIS7ED SPLICE BOX WITH EPDXY SPLICES CONCRETE PULLBOX WITH TRAFFIC RATED COVER #4 (CU) GND 518'X10' CU GND ROD — POLE DETAIL SCALE - TYPICAL POLE, SEE DETAIL IT ELECTRICAL 517E PLAN 111=401-011 Lu R 0 M g W o a � � � W � 2 g 4i o w R j REVISIONS BY KUHNS ENGINEERING CORP. PE# 15406 EB# 3289 825 PARKWAY STREET, SUITE #12 JUPITER, FLORIDA, 33477 ENGINEER NE�FACTURING PLANT ATLANTIC TRUSS COMPANY PT PIERCE, FLORIDA STE HEN A, BROCK ARCHITECTS INC 4189 ELM AVE., PALM BEACH GARDENS, FL 33410 SABAI@BELLSOUTH.NET AAC000636 j561) 622-4480 FAX (561) 630-0784 AMP' PROPOSED WORT � ANY CORRECTIONS eyfl+D]NSPECTO'RS TH' AlAY8EWMRYIN ORDER TO COMPLY VWITH ALL APPUCASLE' CODES, DRAWN N. L. JOB N07 200308 CHECKED H. K. SHEET n E ^ 1 f� pF DATE 10/06/03 REVISIONS BY --- �-II A-2tA-5 II OFFICE STORAGE Q A-5 n ( n A- I -_ II TWO !� ONE FOR 2-LAMPS OTHER FOR 2-LAMPS H,6 EACH FIXTURE B-9,11 oc I I Qc --- i IL - - - -- Li AHU-3 ENGINE RING A-4 n I � A -a COPY A-11 _ IF ---- II HA U-2 1 11 )0 Imo_-- AA-1 A-21 I I B-5,7 OC ®� A-19 A-3 A-11 A-10 SERVER A-12 a A-3 Y A-14 I L(D mi� A-17 l .'m A-13 �© Qo ❑ wP C A-s OFFICE 20 OFFICE A- n RECEPTIO n A-18 A-7 A-22 A-7 A-5 lo�i -32 lrA-36 HALL 0 Em A-30 A-13 OFFICE II TWO 2" TEL TO PROPERTY I I LINE -NOTE G li 11' _ II II OFFICE I I II II II II II II II ® Q II fI A-7 A-24 I wp A-29 II 1I r II TOILET CU_4 I I -• I' I / II II A-15 VS INTAIN OPERA77NG low 4MA SPACES II A' B. , A - 9 / j TEL BOARD A-26 / ® 4 / CU-2 WH ELECT/ T i JANLL / T I L+ MAIN TA SPACESN OPERA 17NG / 1-75 \ CU_1 Q / DRY TRANSFORMER / ON CONCRE7E SLAB AT SAME A-15 / / ELEVA77ON AS A-13 ® i FLOOR A126 / OFFICE OFFIC / i/ / C A-15 / 2" SPARE TO BLDG B' QO OQ / I / 2" TEL TD BLOG $' 7 0 CB 3 \ � TO 480v soulzcE TC tz. o co Off W �WWP4 z wow z �i�L1r�y 00 000 �U-101 u 00 UZN40 C�o •—+ w Q -- � tQ cia o x Q U Q Iu Q 1L ti t�tLiZE z ���F LL_I Q �Or!�QOp w-� awl CA Lu Q CO(F) z � Q z � Q CL C) C U O rY z U O H (n IL U U L � LU z 0- Q Z7 � u � z Q ELECTRICAL FLAN BUILDING "A" LR-1.6 SCALE: 1/4" PIAG AND ,AllPAOPOSEDWORK � p NO7ES CtTO ANY CORRECTIONS _ 1. MODULAR FURNITURE. THIS PROJECTWI INVOLVES WORK STA77ON CUBICLES TH hCh1l1 DEY {E(,DINSPECTORSTHAT SG�AVAwY N€CESSARY IN ORDER TO FACTORY CHASES, DUCTS AND RECEPTACLES. BEFORE BIDDING, COORDINATE {M77� MAY TAP BOXESTHE , AND SERVICE POINTSMON FURNIITURE.CAFROM ACCESSIBLE POINTS ABOVE 77ONS OF PORECOMM POLES. COMPLY WO ALL APPLICABLE CODES. CEILINGS RUN 120V CIRCU175 CONNECT POWER/CORM POLES TO FURNITURE WITH FLEX CONDU17S FOR POWER AND 7EL/DA7A. CONCEAL CONDU17S AS WELL AS POSSIBLE AND LOCATE WHERE ACCESSIBLE. ASCERTAIN ALL SPECIAL REQUIREMENTS OF THE BUILDING DEPARTMENT. SCHEDULE AND COORDINA7E PULLING OF TELEPHONE AND DATA CABLES. DRAWN 2 SMOKE DETECTORS ARE SHOWN ON MECHANICAL DRAWINGS N, CHECKED H. K. DATE 10/06/03 JOB NO, 200308 SHEET AE-2 OF 4 i i SYMBOL DESCRIPTION §� DUPLEX RECEPTACLE OUTLET NEMA 5-20R DUPLEX RECEPTACLE OUTLET NEMA 5-20R SPLIT WIRED" Qp� DUPLEX RECEPTACLE OUTLET NEMA 5-20R OVER COUNTER ® SPECIAL PURPOSE OUTLET MUST MATCH EQUIP. PLUG O FLOOR OUTLET W1 BRASS PLATE &CARPET RING $ SPST SWITCH $, 3-WAY SWITCH 4-WAY SWITCH SPST SWITCH W1 PILOT LIGHT $ DIMMER SWITCH WATTAGE AS NOTED LIGHT FIXTURE SURFACE Z RECESSED LIGHT FIXTURE WALL MOUNTED �/=1 FLUORESCENT LIGHT FIXTURE SURFACE RECESSED / FLUORESCENT LIGHT FIXTURE SURFACE RECESSED I---i FLUORESCENT STRIP LIGHT FIXTURE EMERGENCY BATTERY PACK LIGHT FIXTURE W 2 25W LTS. 101 / ®1 EXIT SIGN, UNIVERSAL MOUNTING DOUBLE SINGLE FACE ARROWS AS INDICATED 0 N' FUSED SWITCH,30A SWITCH, 20A FUSES,2 POLES IN NI MOTOR STARTER,NEMA SIZE 1 V3 SWITCH STARTER, 30A, NEMA 1, 3 POLE ter- PANELBOARDS, SEE SCHEDULES ❑ TC TIME CLOCK SWITCH, 4P-ASTRONOMIC W RESERVE w TELEPHONE RECEP-44 BOX WITH SINGLE GANG ADAPTER AND 0" EMT TO ACCESSIBLE CEILING SPACE ® DATA RECEP-4z4 BOX WITH SINGLE GANG ADAPTER AND 0" EMT TO ACCESSIBLE CEILING SPACE D FIRE ALARM PULL STATION 04 FIRE ALARM HORN AND ADA STROBE r�`A FIRE ALARM PANEL SMOKE DETECTOR CEILING MOUNTED SMOKE DETECTOR DUCT MOUNTED WITH AHU SHUT DOWN RELAY AND REMOTE TEST STATUS STATION. ADA STROBE LIGHT AT +BO" MOTOR STRIP HEATER W INTEGRAL CONTACTOR AHU AIR HANDLING UNIT CU CONDENSING UNIT WP WATER PROOF GFI GROUND FAULT INTERRUPTER VOLUME CONTROL +44" -& I QUADPLEX RECEP i Lill 1111191111101 as I MEN mm =a o■■■■■■®�■■►gym►� o■■■■e■s■�■■►_�►�o o■■■■■■ m■■■■■■ ®■■■■■■0®■■►►/0►/m m■■■■■■ m■■■■� m m■■■■■ m■■■■■0®■■►�►gym m■■■■_�■®■■►-gym►-� m■■■■0111 0 m■■■ m■■■■ m■■■■ ■r ►�m►•l® ■■■■■■© ►-�►-gym■ - e■■■■■© rr r� m►o-r■■ ■■■■■■o ■■©��►� ►�o►q� •• ■■■■■■o ■■►BIw03 Sr ►/►►fE�■■ •- ■■■■■■m rr m►��d■0 ■■■■■■m ■■mp'30 _�o►--� ■■■■■m ■Is 001633001 MIS m No �'Iimqwmmm 1-100103030 �� m ► 163 •" ME SEE ■■m►�►� US 0 IN �r ►_o►/[�I■■ - ■■■■■■mm OR on 10 M a FOR VAS 04m►_a e■■■■■m ►-�►�m ��■am ■■_�►�o �� ■►tea ■■ o►41►4 �r ►4►3■I MOM■�■® SO -• IMMMARm WVMOO 1 .• . ■■■■■m ■■�►/�� ►�0►�■■— ■■■■■■m ■■�3■�4 �t�♦d• ■■■■■■m ■■//�/■ 11 �. ■ • eee• ■ • eoe• oeL• see, �� e • ••• iilIF• �■ L�J11f�Y�� fia • ■ • •• • eNA• Rolew w lau"'!• • '•• :o 0 it LIGHT T FIXTURE SCHEDULE A7LAN77C TRUSS COMPANY BUILDING A' MARK LAMP A 4F32 B 3F32 PANELBOARD SCHEDULE 'B' LOAD DESCRIPTION mom 0�© o■a� ®���% m■UM■a M■■■■ m■■■ m■■■ m■■ m�■■�■r■■■n■■■o41■►1 ma■ m■■ m■■ m■■■■ m■■■■ �t�tm ■■©�© Ott�t®• �� m►t►-r ■■�■ao ■■m►t►--' rr 111{m ■■���� ■■►ho rr ►�m►� ��■�® �►3m►-4 ///■ ■■■■■■®„ ■■////■ �r ►�s►� ■■■® ■■► IN0� ►�►�■ ■��m _ ■■►==�■ rr ■Ao-4, ■■■■® M■►05 rr ��■�� ■■■gym rr ►-�►_3■ ■■■■m ■►_�►_�■ �� r� ■►_MB ■■■® ■■►_�►_� _�►_3■ ■■om ■►a►_�■ �a ■� �� ■■■■■■® ■■■� o ����■ ■■■■■■m ■■a®►/■ BRANCH POLES: a- 3C] 42M B ` A ' DESCRIP7701V 4 �4. GENERAL ` 2x4 LAY IN TROFFER, ACRYLIC PRISM477C LENS -CROSS HATCHED ARE EMERGENCY WTH 1,100 LUMEN BATTERY PACKS METALUX AF26P-432A-LE ,f2GP-432A-180 GENERAL " 2x4 SIMILAR TO A; 5 LAMPS METALUX 12GP-332A-LE 12GP-332-180 C 2F32 GENERALmoo 2x4 SIMILAR TO A; 2 LAMPS METALUX 12GP-232A-LE 12GP-232-180 D i 2U32 GENERAL 2x2 SIMILAR TO A' METALUX 126P-2U678A-LE 126P-2U678A-180 E LED EXIT LIGHTS UNIVERSAL ARROWS, UNIVERSAL MOUN77NO WHI7E UNIVERSAL FACES SURE-UTES #CCX-7-0-R-WI F 2F32 TOILETS WRAPAROUND ACRYLIC -BATTERY PACK METALUX WE 232A-180 � - G 2PAR150FL SOFFIT FLOODS STONCO f670OW H R3075 PORCH SOFFITS RECESSED, DAMP LABEL, 6" DIA HALO //H7RT--429 SERVICE RATED" 2771480V 14,000 AIC � 100 3 CB , / NEMA 3R TVSS FPL 8 PAD MOUN T � #3 2"-4#3+3G i T75 TC I BUILDING 'A' LOAD CALCVLA77ONS LIGH77NG RECEPTACLES 07HER HVAC DIVIDE BY J60 DIODE BY 832 10, 080 VA 12,740 2,040 21,120 45, 980 VA 128A PANEL 'A' 55A 480V SERVICE I GDIV SLo°i lE COS LY 1•�QCE IED F y ,n EV� REVISIONS BY f� r' O c\1 c2:1 F � W w�W A W x zwEcn z wo>w z W �F a xac� ' owl- (1) c0 cr)00 O' 00 Uz�Qlfl O rt--N z Q W U) X = Q z Q�IL Lu LLJ co LILI U Q 0_ 0o �Q jTt J UJ to CO < Q +_ I z >_ Q z D_Q C) C O z U 0 t--j L U W Q U U F-, z 0- Q z Q R EVtEWED� nix, p�D PE T yB1; .�._ VLA� �S4EC1fN1�; or�`QL , ^f * GROUND=,30' COPPERCLAD "-414/0+4G GROUND 'ROD MEASURE 10. OHMS MAX WITH a BOND TO BLDG S7EEL AND CWP T75= DRY TRANSFORMER 75KVA 3PH 480 DEL TA BLDG A 1201208 WYE VEN7ED RISER DIAGRAM PADMOUNT NEMA 3R 480/0 120-208V 3 PHASE DRAWN N. L. CHECKED H. K. DATE 10/06/03 JOB NO, 20030''8 SHEET Aff-5 OF 4 REVISIONS BY ELECTRICAL SPECIFICATIONS GENERAL PROVISIONS PROVIDE ALL LABOR, MATERIALS, TOOLS, SUPPLIES EQUIPMENT AND TEMPORARY POWER FACIL177ES TO COMPLETE 7HE WORK SHOWN ON THE DRAWINGS AND SPECIFICATIONS. ALL SY57EMS ARE TO BE COMPLETELY OPERATIONAL. ALL ELECTRICAL WORK SHALL COMPLY WITH THE DRAWNGS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, WHICHEVER IS MOST STRINGENT. OPERATING CLEARANCES. INSTALL ALL WORK NEATLY SO AS TO BE PROPERLY ACCESSIBLE FOR OPERA77ON, MAINTENANCE AND REPAIR. JOB S17F VISIT. WS/T THE PROJECT SITE PRIOR TO SUBMITTING A BID. VERIFY ALL DIMENSIONS SHOWN ON DRAWNGS AND DETERMINE THE CHARACTERIS77CS OF EXIS77NG FACIL177ES WHICH WILL AFFECT THE PERFORMANCE OF THE WORK, INCLUDING ]HOSE NOT SHOWN ON DRAWINGS OR SPECIFICATIONS SUBS77TURONS ALL EQUIPMENT SUBS777U77ONS MUST BE APPROVED IN WRI77NG BY THE ENGINEER PRIOR TO BIDDING. TEMPORARY LIGHT AND POWER. 7HE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF FURNISHING, INSTALLING, MAINTAINING AND REMOVING ALL MA7ERIAL AND EQUIPMENT REQUIRED TO PROVIDE LIGHT AND POWER TO PERFORM ALL WORK OF ALL TRADES DURING CONS7RUCAON, AND UN77L WORK /S COMPLETE. COST OF ALL POWER CONSUMED DURING CONSTRUC77ON SHALL BE PAID BY THE PARTY DESIGNATED BY THE PRIME CONTRACTOR. MATERIAL SUBMITTALS. SUBMIT SIX (6) SETS OF SHOP DRAWNGS AND EQUIPMENT DESCRIP77ONS FOR ALL ELECTRICAL WORK PRIOR TO ORDERING. ELEC7RICAL MATERIALS FOUND ON 7HE PROJECT WHICH DO NOT HAVE THE ENGINEER'S APPROVAL MUST BE REMOVED AND REPLACED AT THE ELECTRICAL CONTRACTORS EXPENSE. TRENCHING AND BACKFILLING.- EXCAVA770AI OR DRILLING, BACKFILLING AND REPAIRING OF PA VING AND GRASSING IS TO BE IN THE BID OF THE ELECTRICAL CONTRACTOR. THE ACTUAL WORK NEED NOT BE PERFORMED BY THE ELECTRICAL TRADES. HOWEVER, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION, DRILLING, DEWATERING, BACKFILLING, TAMPING AND REPAIR OF PAVEMENTS AND GRASSING REQUIRED IN SUPPORT OF ELEC7RICAL WORK. LOCATE AND PR07ECT EXIS77NG U77LI77ES AND OTHER UNDERGROUND WORK IN A MANNER WHICH WLL ENSURE THAT NO DAMAGE OR SERVICE IN7FRRUPRON WLL RESULT FROM EXCAVA77NC OR BACK - FILLING. PROTECT PERSONS FROM INJURY AT EXCAVA77ONS BY BARRICADES WITH WARNINGS AND ILLUMINATION. IN THE EVENT, IT IS SUSPECTED THAT AC17VE' ELECTRICAL LINES ARE BURIED IN THE AREA OF WORK, POWER IS TO BE DISCONNECTED. TESTS. CONDUCT OPERATING TESTS FOR APPROVAL. THE SYSTEMS SHALL BE DEMONS IRA 7ED TO OPERATE IN ACCORDANCE W17H THE REQUIREMENTS OF THESE SPECIFICA7ONS 7ESTS SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER OR AN AUTHORIZED REPRESENTA77VE FURNISH ALL ITEMS REQUIRED TO PERFORM TESTS DIVISION OF WORK. ALL POWER WRING IS 70 BE BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF DISCONNECTS, STARTERS, THERMOSTATS, FIRESTATS, CONTROL TRANSFORMERS, SW/7CHE5, ETC., WTH THE OTHER CONTRACTORS TO MAKE CERTAIN NO I7EMS ARE LEFT OUT OF THE BIDS. THE PRIME CONTRACTOR SHALL MAKE ANY SPECIAL DECISIONS REGARDING THE DIVISION OF WORK BETWEEN CONTRACTORS IN NO EVENT SHALL SUCH WORK REQUIRE ADD17701VAL EXPENSE TO THE OWNER. FAILURE OF THE ELECTRICAL CONTRACTOR TO COORDINATE AND DOCUMENT THE SERVICE MAY RESULT IN THE ELECTRICAL CONTRACTOR BEARING ALL COST' OF SERVICE CHANGES LOCATIONS THE ENGINEER MAY MOVE ANY ELECTRICAL DEVICES BY AS MUCH AS _ SIX (6) FEET PRIOR TO ROUGH -IN AT NO ADD177ONAL COST. CIRCUITS. ALL OU7LETS, LIGHT FIXTURES AND OTHER 17EMS OF EQUIPMENT SHOWN _ ON DRAWNGS ARE TO BE CIRCUITED. BIDDING FROM A FULL SET OF DRAWINGS. THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLETE SET OF DRAWNGS AND SPECIFlCA170NS PRIOR TO BIDDING, AND /S TO BECOME 7HOROUGHLY FAMILIAR WTH THE ARCH17EC7URAL, CIVIL, STRUCTURAL. ' MECHANICAL AND LANDSCAPING FEA TURNS OF THE PROJECT. PR/OR TO BIDDING, THE ELECTRICAL CON7RACTOR IS TO HAVE A COMPLETE UNDERS/CANDING `y OF CEILING CONFIGURA170NS, WRING SPACES, FIRE RATED SURFACES, FOU' ®' AIR CONDITIONING DUCTWORK, SPRINKLER PIPING, PLUMBING AND ALL 07HE TURFS WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO COND177ONS IS PJECT TO BE BID W7HOUT A COMPLE7E SET OF DRAWNGS AND SPECIFICATIONS. FIRE RATED SURFACES. FIRE WALL, CEILING AND FLOOR PENETRA77ONS ARE TO BE MADE WTH METALLIC RACEWAYS IN A U.L. APPROVED MANNER. DO NOT KNOCK HOLES INTO VOID SPACES OR OTHERWSE DEGRADE FIRE WALLS. ALL PASSAGES INTO OR THROUGH FIRE WALLS ARE TO BE PERFORMED IN A MANNER ACCEPTABLE TD THE BUILDING DEPARTMENT. ONE (1) HOUR FIRE WALLS ARE TO BE PENE7RA72 D IN EACH STUD CAVITY FROM ONLY ONE (1) SIDE IN A U.L. APPROVED MANNER, ------ ----- -====E L E C T R/ C A L N 0 TES== BASIC MATERIALS IALS N METH THESE NOTES APPLY TO EN77RE PRO✓ECR MOLDED CASE CIRCUIT BREAKERS BREAKERS SHALL BE 7HERMALMAGAIE77C U.L. APPROVALS. ALL ELECTRICAL MATERIALS ARE TO BE APPROVED BY THE UNDERW 17ERS OPERATED, WITH SHORT CIRCUIT RA77NGS IN SYMMETRICAL AMPERES EQUAL A CODES. ALL ELECTRICAL WORK SHALL COMPLY WITH THE DRAWINGS LABORATORIES TO OR GREA7FR THAN 7HE AIC RA77NG SHOWN ON THE DRAWINGS. AND SPECIRCAAONS, THE NA77ONAL ELEC7RICAL CODE AND APPLICABLE LOCAL CODES, W-11CHEWR IS MORE 57RING£NT. GALVANIZED RIGID CONDUITS. RIGID STEL CONDUITS (GRC) AND FITTINGS ARE TO BE MOTOR PROTECTION. ALL MOTORS ON THIS PROJECT ARE TO BE FULLY B CONDUCTORS. ALL CONDUCTORS ARE TO BE COPPER 7HHN OR,7HWN SCHEDULE 40 MILD STEEL Pl GALVANIZED; UNDERGROUND GRC CONOUl7S ARE TO BE PROTEC7ED IN ACCORDANCE WITH THE NEC. EVERY MOTOR IS TO BE UNLESS OTHERWISE SHOWN OR REQUIRED BY CODES. PRO7FC7FD FROM OVERCURRENTS BY 7HE INSTALLATION OF FUSED COATED WITH ASPHALT EMUL/ON TO RESIST CORROSION. SWTCHES LOCATED IN SIGHT OF MOTORS. EACH AIR HANDLING UNIT C RACEWAYS. RIGID GAL CONDUIT AND ELECTRICAL METAL TUBING ARE ELEC7RICAL METAL 7UBING. UBING EMT' SHALL BE STFEL TUBING, ZINC -COATED INSIDE IS TO BE FED WTH A FUSED SWITCH FOR 7HE HEA7ER, AND A SECOND TO BE USED /N INTERIOR SPACES. DO NOT USE AC CABLES OR NON- FUSED SWITCH FOR THE MOTOR (MOTOR SWITCH MAY BE ELIMINATED IF METALLIC TUBING. AND OUTSIDE. FITTINGS SHALL BE ZINC -COATED. BENDS WHICH TURN UP OUT OF CONCRETE THE AHU IS EQUIPPED WITH INTEGRAL PROTECTION COORDINATED PRIOR SHALL BE TREATED WITH ASP ALT EMULSION TO RESIST CORROSION. TO BIDDING) D THE ELECTRICAL CONTRACTOR IS TO COORDINATF HVAC. WITH THE HEATING, VENTILATING AND AIR CONDITIONING (HVAC) TRADE TO MAKE PVC CONDUITS NON-METALLIC CONDUITS SHALL BE POL YV/NYL CHLORIDE (PVC), U.L. IN APPL/CA77ONS WITH MOTORS OVER ONE (1) HORSEPOWER, AND WHERE CERTAIN ALL POWER C/RCU175; CONTROL CIRCUITS AND CONDUITS ARE INCLUDED APPROVED FOR 90C, HEAVY WALL, SCHEDULE 40 RIGID. (EXCEPTION.- FPL CONDUITS) 'OFF' 1N THE BIDS. ALL HVAC EQUIPMENT IS TO BE PROTECTED CON7ROLS OTHER 7HAN MANUAL ON' AND ARE REQUIRED, MAGNETIC WITH FUSES DUAL ELEMENT) SIZED EXACTLY /N ACCORDANCE WTH THE NON-METALLIC TUBING. ENT MAY NOT BE USED. COIL OPERATORS ARE REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR EQUIPMENT LABELS. SPLIT SYSTEM AIR HANDLERS AND CONDENSING PROPER VOLTAGES, ENCLOSURE TYPES AND START -STOP OR HAND -OFF -AUTO UNITS ARE TO BE CONNEC7ED W7H CONTROL CIRCUITS. UNDER NO RACEWAY LOCATIONS L0CA7�ON REQU/REMENIS SET FORTH BY THE BUILDING DEPARTMENT SWITCHES AS REQUIRED BY THE APPLICATION. OVERLOAD ELEMENTS ARE CONDI77ONS WILL OWNER PAY ADDI77ONAL CHARGES FOR HVAC ELECTRICAL WORK. SHALL PREVAIL IF MORE STRINGENT. ALL CONDUITS SHALL BE GRC EXCEPT WHERE REQUIRED FOR EVERY LEG ABOVE GROUND, STARTERS SHALL BE ALLEN- OTHERWISE SHOWN ON DRAWI GS, AND.. AS FOLLOWS.• EMT MAYBE USED ONLY INDOORS, BRADLEY OR SQUARE D. E SHOP DRAWINGS SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER IN DRY LOCATIONS, OUT OF 501L, WHERE NOT PHYSICALLY SUBJECT TO DAMAGE. FLEXIBLE FOR APPROVAL FOR ALL ELEC7RICAL M47FR/ALS CONDUIT SHALL BE USED ONLY IN SHORT LENGTHS FOR MAKING EQUIPMENT CONNECTIONS. CONDUCTORS CONDUCTORS SHALL BE RATED FOR 600 VOLTS. ALL PVC CONDUIT SHALL BE US&5 ONLY UNDERGROUND, IN CONCRETE FLOORS, OR CORROSIVE CONDUCTORS ARE TO BE COPPER. INSULA77ON SHALL BE TYPE 7HHN, F POWER COMPANY. THE ELECTRICAL CONTRACTOR 1S TO COORDINATE AREAS METALLIC RACEWAYS ARE REQUIRED IN CEILING SPACES WHICH SERVE AS RETURN > . \, EXCEPT WHERE SHOWN OTHERWSE. ALL SERVICE REQUIREMENTS WTH THE POWER COMPANY BEFORE AIR PLENUMS CONDUITS SHALL NOT BE RUN ABOVE ROOFS. LIGHTING BIDDING TO BE CERTAIN ALL WORK NECESSARY TO MEET POWER COMPANY SPECIRCA77ONS IS IN 7H£ BID. REFER TO N07ES ON RISER. ALL ELECTRICAL GEAR SHALL BE APPROVED BY THE POWER RACEWAY /NSTALLA770N. WN RE CONDUITS CROSS EXPANSION JOINTS, INSTALL OFFSET LIGHTING. LIGHT FIXTURES SHALL BE INSTALLED USING APPROVED COMPANY. THE ELEC7RICAL CON7RACTOR SHALL MEET WTH THE EXPANSION JOINTS OR SLIDING EXPANSION JOINTS WTH BONDING STRAPS AND CLAMPS. FASTENERS, STEMS, CHAINS, ETC., TO MEET THE REQUIREMENTS OF POWER COMPANY PR/OR TO BIDDING TO DETERM/NE ALL FEATURES, EXPOSED RUNS OF CONDUIT OR TUBING SHALL BE INSTALLED WTH RUNS PARALLEL OR FUNCTTONS AND LOCATONS OF SERVICE. FURTHERMORE, THE PERPENDICULAR TO WALL, SRUC7URAL MEMBERS OR INTERSEC77ONS OF VER77CAL PLANES THE ENGINEER. ALL MOUNTING PROVISSIONS ARE TO BE THE RESPONSIBILITY ELEC7RICAL CONTRACTOR IS TO MAINTAIN CON77N000S CONTACT AND CEILINGS, WTH RIGHT ANGLE TURNS CONDUITS IN STRUC7URAL SLABS SHALL BE OF 7HE ELECTRICAL CONTRACTOR. LIGHT FIXTTRES SHALL BE RATED FOR WITH THE POWER COMPANY DURING THE PROJECT, AND /S TO NO77FY PLACED BETWEEN THE UPPER AND LOWER LAYERS OF REINFORCING STEEL. CONDUIT RUNS 7EMPERATURES SPECIFIED BY THE FIXTURE MANUFACTURER, AND IN NO THE ENGINEER IMMEDIATELY OF ANY CHANGE PROPOSED. THE SHALL ALWAYS BE CONCEALED EXCEPT WHERE INDICATED ON PLANS. A PULL WRE EVENT FOR LESS THAN 90C FIXTURES MOUN7ED IN FIRE RATED SURFACES ELEC7RICAL CONTRACTOR SHALL COORDINATE 7HE SERVICE SHALL BE INSTALLED IN ALL EMPTY CONDUITS -WHERE CONDUITS ARE RUN INDIVIDUALLY, -SHALL BE INSTALLED WTH 7HE SURFACE MATERIAL SURROUNDING THE THOROUGHLY AND DOCUMENT THE COORDINA770N. TRAPS, SECURED BY MEANS OF TOGGLE THEY SHALL BE SUPPORTED BY APPROVED PIPE -STRAPS, BACK AND SIDES IN ACCORDANCE WTH U.L. PROCEDURES. SUCH FIXTURES G TELEPHONE COMPANY. THE ELECTRICAL CONTRACTOR IS TO INSTALL SOL IS ON METAL SURFACES, AND WOOD SCREWS ON WOOD CONSTRUCTION. THE SUSE OF ARE TO BE MANUFACTURED SPECIFICALLY 70 HANDLE THE RESULTANT TELEPHONE CONDUITS FROM WALL BOX TO ACCESSIBLE CEILING SPACE PERFORATED STRAP OR WRES WLL NOT BE PERMITTED. UNDERGROUND CONDUITS NOT - BUILD-UP OF HEAT, WTHOUT UNDUE LESSENING OF BALLAST OR LAMP FOR TELEPHONE OUTLET POINTS THROUGHOUT THE PROJECT. UNDER CONCRE7F SLABS ARE 70 BE BURIED AT LEAST TWO (2) FEET BELOW FINISHED LIFE. FIXTURES INSTALLED IN CEILINGS WHICH ARE INSULA7ED SHALL GRADE FOR CIRCUITS RATED 600 VOLTS OR LESS. (AND DEEPER FOR FPL) BE SPECIALLY RA7ED BY U.L. FOR DIRECT CONTACT WTH INSULA770N H DRAWINGS THE ELEC7R/CAL CONTRACTOR /S TO OBTAIN A COMPLETE FIXTURES ARE TO BE GROUNDED. FLUORESCENT BALLASTS SHALL BE SET of DRAWINGS AND SPECIFICAAONS PRIOR TO BIDDING, AND IS TO U.L. APPROVED, RATED BY THE CERTIFIED BALLASTMANUFAC7URERS A BECOME THOROUGHLY FAMILIAR WTTN THE ARCHITECTURAL, CIVIL, CAB/NETS CABINETS FOR OUTDOOR SWTCHES, PANELBOARDS, BREAKERS, WREWAYS, ASSOCIA770N, HIGH POWER FACTOR TYPE, WTH MAXIMUM NO/SE LEVEL S7RUCTURAL, MECHANICAL AND LANDSCAPING FEATURE OF JHE RECEPTACLES, ETC, SHALL BE RATED WEATHERPROOF. NON-METALLIC IS PREFERRED. OF 24DB RELA7FD TO 0.0002 M/CROBARS AS MEASURED BY THE ENGINEER. PROJECT. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR IS 70 HAVE CLASS A NOISE LEVEL REQUIRED. OUTDOOR BALLASTS SHALL BE RATED A COMPLE7E UNDERSTANDING OF CEILING CONFIGURATIONS, WRING SPACES; FIRE RA TED SURFACES, STRUCTURAL FEA 7URES, A/R SHORT- CIRCUIT COND177ONS CRCUIT DESIGN. THE DESIGN CALLS FOR A NUMBER OF SPECIAL COND/1IONS /N FOR COLD 7EMPERA7URE INSTALLA7ON (ZERO (0) DEGREES FAHRENHEIT). CON0I770NlNG WORK, 7EMPORARY POWER REQUIREMEN75; PIPING, ORDER THANDLE THE SHORT CIRCUITS AVAILABLE THROUGHOUT THE ELCSYSTEM. A COMPLETE SET OF LAMPS SHALL BE INSTALLED THROUGHOUT THE PROJECT '' PLUMBING AND ALL OTHER FEA7UIR£S WHICH BEAR ON THE ELEC7RICAL UNDER NO CONDITIONS MAY THE ELECTRICAL CONTRACTOR DEVIATE FROM THE DESIGN IN w AT THE TIME OF FINAL ACCEPTANCE METAL HALIDE LAMPS SHALL BE WORK UNDER NO COND177ONS IS THIS PROJECT TO BE BID W7HOUT A TYPES OF SWTCHES, FUSES, CONDUCTORS, BREAKERS OR AIC RA77NG OF INTERRUP77NG COLOR CORRECTED AND MANUFAC7URED BY SYLVANIA. COMPLE7E SET OF DRAWNGS AND SPECIFICATIONS. DEVICES. SPECIAL SYSTEMS / SCALES. DO NOT SCALE OR TAKE DIMENSIONS FROM ELECTRICAL WRING DEVICES GENERAL. WIRING DEVICES SHALL BE RATED FOR CURRENT, VOLTAGE DRAWNGS AND PHASES AS APPLICABLE FOR THE LOADS WHERE BOXES ARE TO BE MOUNTED ON TELEPHONES. INSTALL CONDUITS, BOXES AS SHOWN. TELEPHONE ✓ UNDERGROUND WORK. THE ELECTRCAL CONTRACTOR lS RESPONSIBLE OPPOS17F SIDE OF A WALL, A MINIMUM SEPARA77ON OF TWFLVCE (12) SHALL BE OUTLET BOXES ARE TO BE 4x4xl-1/2 INCH MINIMUM WTH SINGLE GANG FOR DETERMINING THE EXACT ROU[tS OF ALL UNDERGROUND WORK. MAINTAINED. NO 7HROUGH BOXES ARE PERMITTED. BOXES SHALL BE MOUN7ED LEVEL PLATES. CONDUITS ARE TO BE LONG RADIUS TYPES W7H PULL WRES. ROU7ES SHOWN ARE APPROXIMATE POWER, TELEPHONE, CABLE AND PLUMB. COMPANIES AND ALL OTHER U77LITY COMPANIES SHALL BE CONSULTED, AND LINES SHALL BE STAKED. DIGGING BY HAND IS REQUIRED AROUND SWTCHES ARE TO BE SILENT TYPES SIDE-WRED, 20A, 120V - EXIS77NG 077L/77ES. ' ONE POLE TWO HOLE 3-WAY 4-WAY K TVSS POWER SERVICES TO BE PROTECTED FROM LIGHTNING WTH SURGE HUBBELL 1121-1 1122-1-1 1123-1 1124-1 M SUPPRESSORS AT SERVICE THROUGH A 30A BREAKER (IN TERMA]7C BRYANT 1121-1 1122 1 1123-1 1124-1 i /G480YEH KEEP ALL LEADS SHORT. ) GE 5951-2 5952 2 5953-2 5954-2 P & S AC201-1 AC2 2-1 AC203-1 AC204-1 ' ! L PANELBOARD SPARES EVERY PANELBOARD OR LOAD CENTER IS TO BE LEVITON DEVICES ARE PERMIT D EQUIPPED WTH TWO (2) 20 AMP - '1P SPARE BREAKERS. (IVORY COLORS SHOWN SUPPLY COLORS AS SELECTED BY ARCH/7ECT.) RECEPTACLES. NEMA 5-20RIRECEPTACLES SHALL BE USED EXCEPT WHERE SPECIAL RECEPTACLES ARE SHOWN, AND WHERE SINGLE RECEPTACLES ARE ON A 20A CIRCUIT. SPEC/AL RECEPTACLES ARE TO MATCH EQUIPMENT PLUGS AS COORDINATED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL PLUGS AND CORDS ON WAIF HEATERS, DRYERS, ETC., UNLESS PROVIDED BY OTHER TRADES. COORDINATE PRIOR TO BIDDING. FACE PLA7ES. PLAS77C FAC PLATES ARE REQUIRED IN IN7FRIOR SPACES. COLORS ARE TO BE SELECTED BY THE ARCHITECT OUTSIDE PLATES AND COVERS SHALL BE MOUNTED PLUMB, STRAIGHT, AND FIT FLUSH WTH FINISHED SURFACES W7HOUT 7HE USE OF SHIMS OR MATS. PLATES SHALL NOT SUPPORT WRING DEVICES. COMMON GANGED PLATES ARE TO BE EMPLOYED WHEREVER TWO (2) OR MORE DEVICES ARE SHOWN ON 7HE DRAWNGS /N 7HE SAME LOCATIONS. PANELBOARDS PANELBOARDS SHALL BE DEAD -FRONT, CIRCUIT BREAKER TYPE. DIRECTORIES SHALL BE COMPLETE AND TYPEWRITTEN. LOADCEN7ERS ARE PERMITTED. M RECEPTACLE HEIGHTS. COORDINATE' WTH BUILDING DEPARTMENT THE -' MIN/MUM HEIGHTS FOR RECEPTACLE,$ AMERICAN DISABIL177ES ACT REQUIRES 18" ABOVE FINISHED FLOOD N GROUND WRES. EVERY CONDUITAACEWAY 7HIS PROJECT TO CONTAIN A GROUND WRE SIZED PER NEC 250, P DATA CONDUITS THE ELECTRICAL CONTRACTOR /S TO INSTALL DATA CONDUITS FROM WALL BOXES TO ACCESSIBLE CEILING SPACE FOR DATA OUTLET POINTS THROUGHOUT THE PROJECT V�� IK p,CG00ACEW1ZHHEFIORt© �, 8litlalNGC0aE4 MUM10MCORRECTIONS iNUMMMM&MMORSTHAT � MUNMESUVIN ORDER TO 1O1 WR AM APPLICABLE CODES. O I11 Z �o> w Z L Lu oC/D 1-4 ;2.-H r�i �l7. tir a xaco O w q- d cn ap nOO °o � -,z Uz�Q� lu Q n X -� L➢ Q I- IL L_1 _l W m z _QL_ �UQ� �- (LNo CSi w _j d- �i QJ UJ @N IL Q co Q d-(n� z %- Q z Q )Z C) H CD O z U O H r V i LL U W Q � U �- � ui z 0- Q J )L LI1 Q z DRAWN N. L., CHECKED H. K. DATE 10/06/03 JOB NO, 200308 AE-4 OF 4