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HomeMy WebLinkAbout1801 WP Ball Blvd (a)J 4 J 0 SHEET DRAWING INDEX - SHEET # TITLE ARCHITECTURAL ALL COVER SIIEET A1.2 . [ZOJECT DATA / LEGEND OF SYMBOLS A_. FLOOR PLAN P-` L L STU[ A R H 1 T E T U R E A3.2 LIFE SAFETY PLAN G G A4.1 EXTERIOR ELEVATIONS — ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET • CLERMONT, FLORIDA 34711 A5.1 BUILDING SECTIONS PH: (352) 874 2340 . FAX: (877) 680 7183 www. powellstudioorc h.coni A5.2 WALL SECTIONS & DETAILS AAtr 26002236 A5.3 WALL SECTIONS & DETAILS © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, A6.1 ENLARGLD PLAN DETAILS AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE A6.2 EIFS DETAILS PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND 47.1 ROOF PLAN IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER A8.1 DOOR & WINDOW SCHEDULES & EL,EVATIONS WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. ?O.1 UT. DETAIIS A9.2 U.L. DETAILS CONSULTANT: A9.3 U.L. DETAILS A9.4 U.I_ DETAILS STRUCTURAL LU 5001 GENERAL NOTES 5002 GENERAL NOTES C) _ LL. S101 FOUNDATION PLAN Ll� 5102 ROOF FRAMING PLAN 0 7 S401 STEEL ELEVATIONS S402 STEEL ELEVATIONS S501 SCHEDULES S502 SCHEDULES S601 SECTIONS AND DETAILS OWNER / PROJECT: C 5602 SECTIONS AND DETAILS S610 SECTIONS AND DETAILS %Y S611 SECTIONS AND DETAILS S612 SECTIONS AND DETAILS ELECTRICAL .� E-001 ELECTRICAL LEGEND AND SYMBOLS E-002 ELECTRICAL SITE PLAN uiw E-003 SITE PHOTOMETRIC PLAN 0), LU E-100 ELECTRICAL PLAN C)(j. E-200 ONELINE DIAGRAM & PANEL SCHEDULE —0 ( E-300 ELECTRICAL DETAILS W -5 O utparcel Buildin E-301 ELECTRICAL DETAILS z m � Q FIRE PROTECTION J , FP-001 FIRE PROTECTION LEGEND AND NOTES3: 0 A NEW RETAIL BUILDING FP-100 FIRE PROTECTION PLANljj J ; _j LL MECHANICAL 0 Q M-100 MECHANLCAL PLAN , I PROJECT LOCATION J v LL SANFORD FLORIDA PLUMBING Uj P-001 PLUMBING SPECIFICATIONS, SCHEDULES AND NOTES Q w Q +--+ ' 'Xr�. r ,x cry' - - - - ----- P-100 PLUMBING PLAN 4 �P-200 PLUMBING RISERSicig � Smith r 0 a x vex. �3 .. CIVIL ENGINEERING EL I �.. W w z �� �,�� C0.00 COVER SHEET c l, { C1.00 SITE & DIMENSION PLAN AV �• ti r Tatbt>I''fir. C2.00 GRADING AND DRAINAGE PLAN r t / C3.00 UTILITY PLAN ml 0 V I PROJECT LOCATION C4.00 GENERAL DETAILS Z . -- ,t 7 P= P U5.0 WATER DETAILS SHEET SITE ADDRESS H 04 �., T���.,t" .. wp� BanC5.20 WATER DETAILS SHEET 2 1801 WP BALL BOULEVARD... ,. 4».a tii :., .._ _ r.,.i.. r rrxl;; a>te,z . .,",_. ,x., ,... .4. o....�"...,,ti7. '.cy ...+5:-. +X.........+,*wm-,- ., r..�w � �: ..m_x �.„,«-..r. . �$.6i'rH, :. �✓', ,,.-:^:,?/� - � C6.00 SANITARY n_," TAILSSANFORD, FRIDA 32771 C710 UTILITY DFT IISH FFT 1�JSPROFESSIONAL SEAL: ,, ,. .. PARCEL I D . 32-19-30-507-0000-0060 C7.20 UTILITY DL;TAILS SHEET 2 C8.10 EROSION CONTROL PLAN PHASE 1 , „ , ., ., PARCEL ZONING: PDPLANNED DEVELOPMENT .. <�. 08.20 EROSION CONTROL PLAN PHASE 2 ..:. ...-Ju! Vis:,,,__,, •. € .i ,.e}.'_ - [�y w M J f °-T r g LEGAL DESCRIPTION � �� ...... � �' � � �:. � -"'�� = � � � ;� � � •� � ` � " � ' `�r-� LANDSCAPE AND IRRIGATION � ./ LOT 6 MARKETPLACE AT SCMINOLE TOWNE CENTER REPEAT PB L1 LANDSCAPE PLAN "riY "1 �f _. [r.. , - H^ _.. .,,�,: ;'-, .- .s ,may �,.�,, 1�S `f•`h`SgYt 'iN ,� t.. .,, DEC X201 sc►a 75 PGS 35 - 37 1 3 `--°.^acE�t��u+Ru IRRIGATION PLAN Fl, 2 r". a M PSA2013-25 REVISIONS. VICINITY/ LOCATION MAP N SITE MAP ~ p 8-28-13 TENANT REVIEW NTS NTS PROJECT CONTACTS: OWNER: ARCHITECT STRUCTURAL MECHANICAL, ELECTRICAL, CIVIL ENGINEER BUILDING DEPARTMENT - -� WRI SEMINOLE II, LLC. POWELL STUDIO ARCHITECTURE, LLC CONSULTING ENGINEERS AND PLUMBING ENGINEERS CPWG (CRIBB PHILBECK WEAVER GROUP) CITY OF SANFORD BUILDING DEPARTMENT MARK DATE DESCRIPTION P.O. BOX 924133 1318 BOWMAN STREET McELROY ENGINEERING LLC TLC ENGINEERING FOR ARCHITECTURE 204 EAST CAROLINE STREET P.O. BOX 1788 HOUSTON, TEXAS 77292-4133 CLERMONT, FL 34711 TAVARES, FLORIDA 32778 SANFORD, 1835 EDGEWATER DRIVE 874 DIXON BOULEVARD FLORIDA 32772 ISSUE DATE: JUNE 13, 2ot3 CONTACT: PH: (3S2)874-2340 ORLANDO, FLORIDA 32804 COCOA, FL 32922 PH: (352) 508-9245 PH: (407) 688-5000 DALE MENNINGER FAX: (877) 680-7183 PH: (407) 245-8775 PH: (321) 636-0274 FAX: (352) 742-5022 PH: (407) 563-1 125 CONTACT: FAX: (407) 245-8744 FAX: (321) 639-8986 CONTACT: COVER SHEET EMAIL: dmenninger@weingarten.com JEFF POWELL, AIA, ARCHITECT JEFF EARHART, P.E. EMAIL: jeff@poweIIstudioarch.com EMAIL: jeff.earhart@cpwgengineering.com AA#26002236 Alml mqwmmmw-..Aw " nrr' r Fll 11Y WeLL STU0.10 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CL.ERMONT, FLORIDA 34711 PH- (352)874-2340 ■ FAX: (877)680 7183 www.powellstudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT 0' k'C NELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� ui z W LLI V U .c: Q -0 (D JW 5z z < I— m o W O J _j 0 I~ (3) W; W O Qil LLIm�a W Q W cn OC = �z z n O Q W z Lu PROFESSIONAL SEAL: I DEC 12 2013. PROJECT NO: PSA2013-25 REVISIONS: Q 8-28-13 TENANT REVIEW MARK I DATE I DESCRIPTION ISSUE DATE: JUNE 13, 2013 ARCHITECTURAL SITE PLAN A2. 1 f 2 3 4 5 6 A B c �I� 1/z VAMES I 'cup O C' L f 2 RAILING 1/2" VARIES "d "6 F ff MOUNTING 140pl711NTAI RA11 1/2" �_- EASE EOGES OF TDPRAIL, TYP 3/8 X 2 1/2 RAILS, TYP. 3/8 N ?. I12 POSTS, TYP — PUNCH 7/16*0 HOLE, TYP. - - 3/$"4 THREADED STUD W/ STAIN. STL, ACORN HIM NUI AI EACH END W/ &S RAT WASHER ON ONE SIDE AND LOCk-WASIR ON OTHER, REFER TO SPEGIFICATION5:FOR PATIO RAILING COLOR 4 do Q k� -- CORE DRILL 5" DEA, HOLf IN (:ONCRETE TO RECEIVE RAILING SANLHION. SET RAILING STANCHION IN UVENTITOUS GROUT DETAIL 3 RAILING PLAN DETAIL 3.1 SCALE: 3" = 1'-0" 2 maem`YxaeF#aE2�KUAKxxB,. FLOOR PLAN KEYNOTES KEYNOTE REMARKS it PROVIDE 4" DIA. EMPTY CONDUIT FOR FUTURE ELEC. PANEL, COORD. WITH ELEC. DWGS, 0 PROVIDE 2" DIA. EMPTY CONDUIT FOR FUTURE TELEPHONE, COORD. WITH ELEC. DWGS. ❑3 PROVIDE ROUGH -IN FOR FUTURE RESTROOMS AND DRINKING FOUNTAINS. OWNER / PROJECT: COORDINATE EXACT LOCATIONS WITH PLUMBING DRAWINGS. ® FUTURE DEMISING I FIRE RATED PARTITION LOCATION SHOWN FOR REFERENCE < (NOT IN CONTRACT) F5 ROOF ACCESS LADDER TO ROOF HATCH. © ELECTRICAL HOUSE PANEL (SEE ELECTRICAL DRAWINGS) O FIRE RISER FOR FULLY AUTOMATED FIRE SPRINKLER SYSTEM. ® PROVIDE 4" DIA. EMPTY CONDUIT FOR FUTURE ELEC. PANEL, COORD. WITH ELEC. U O z DWGS. INSTALL THE CONDUIT(S) TIGHT TO WALL AND TERMINATE AT 10'-0" A.F.F. 0 PROVIDE TWO (2) 1" DIA. EMPTY CONDUIT FOR FUTURE TELEPHONE AND ALARM, W W H � z COORD. WITH ELEC. DWGS. INSTALL THE CONDUIT(S) TIGHT TO WALL AND TERMINATE AT 10'-O" A.F.F. z . W Wy, 1/z VAMES I 'cup O C' L f 2 RAILING 1/2" VARIES "d "6 F ff MOUNTING 140pl711NTAI RA11 1/2" �_- EASE EOGES OF TDPRAIL, TYP 3/8 X 2 1/2 RAILS, TYP. 3/8 N ?. I12 POSTS, TYP — PUNCH 7/16*0 HOLE, TYP. - - 3/$"4 THREADED STUD W/ STAIN. STL, ACORN HIM NUI AI EACH END W/ &S RAT WASHER ON ONE SIDE AND LOCk-WASIR ON OTHER, REFER TO SPEGIFICATION5:FOR PATIO RAILING COLOR 4 do Q k� -- CORE DRILL 5" DEA, HOLf IN (:ONCRETE TO RECEIVE RAILING SANLHION. SET RAILING STANCHION IN UVENTITOUS GROUT DETAIL 3 RAILING PLAN DETAIL 3.1 SCALE: 3" = 1'-0" 2 maem`YxaeF#aE2�KUAKxxB,. M" F ..TRIORM ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 I'll: (352) 8742340 ■ FAX: (877) 680-7183 ..... ... .. .. .. a '..EqMw4m © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. 3 PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO 4 5 6 �s1 Ku POWe LL STUD10 A R C H IT E C T U` R E. ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 I'll: (352) 8742340 ■ FAX: (877) 680-7183 www.powellstudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING ANG r' -L IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0 W < z w w (.) (.) .c 2 W 3z co z o,Q m O W O J H' z Q W U O z a W c Q WCL W U) z O Z OOa W W H � z w �p z . W Wy, PROFESSIONAL SE.'' L: DEC 12 2013 PROJECT NO: PSA2013-25 REVISIONS: © 8-28-13 TENANT REVIEW ® 10-17-13 ADDENDUM NO. 1 ® 12-04-13 ;FUTURE TENANT COORD. MARK 1 DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 FLOOR PLAN Al I ■ 1 2 7/23M3 8XUV,V906" Fire Resistance Ratings - ANSI/UL 263 Krl Design No. U906 BXUV .U9Q6 Fire Resistance Ratings - ANSI/UL 263 Pane Bottom Design/ System/ Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in a'€ cases as to the particular requirements Eoverf^,g the installation and use of UL Certified products, equipment, system, aevices, and materials. A . Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the des"?n submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arlse, it i� recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction, • Only products which bear UL's Mark are considered Certified. Fire Resistance Ratings- ANSI/UL 26" 5Ap General information for Fire Recletance RaWna`�,$JL L 2b3 Design No. U906 September 30, 2010 Bearing Wali hating — 2 HR, Nonboaring Wall Rafting — 2 MR. Load Restricted for Canadian A pplications -- See Gultie BXUV? �: ,�. �"• �� �. .....r" ..... ..r" tee.--. � ...... .ter.►- L ) min, HorzCntali sectio I. Concrete Blacks* -- Nominal 6 by 8 by 16 in, hollow or solid, Various designs Classificaition (2 hr); See Concrete Blocks category for list of eligible ma nufacturers. ANCHOR CONCRETE PRODUCTS INC B GAGNE $ SON CONCRETE BLOCK INC GLENWOOD MASONRY PRODUCTS Allowable compressive stress of 57% of max allovrable: compressive stress in accordance with the empirical design method. OLDCASTLE APG SOUTH INC, DBA ADAMS PRODUCTS WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.6% of max allomble compressive stress in accordance with the empirical design method, 2. Mortar— Blocks laid in full bed of mortar, nom, 3/8 in. thick, of not less than 2-1/4 and not more than 3- database.ul.corn'cgt-birVM/terroate&ISEXT/1FRAM E/showpago.Mimi?nah*--BXUV,U9068ccnshorttitic—Fire+Resistance+Ratings* +ANSOJL+263&obiid.._ 1/2 7123/13 BXUV.U906 - Fire Resistance Ratings - AN SI/UL 2133 1/2 parts of clean sharp sand to I part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered, 3 Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to Classification if used. Attached to concrete blocks (Item 1). 4. Foamed Plastic* (Optional -Not Shown) — 1-1/2 in. thick max, 4 ft Wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMiICALCO -- Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White finish Insulation, Thermax ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP) 'Bearing the UL Classification Mark Last Updated on 2010-09.30 Ouestions? Print this oaae Terms of Use Page Top {c) 2013 UL LLC C Whc he UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the 111. Environment database for additional information regarding this product's ri-rtificat,on. The a" aeardnce of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing, the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service, Always look for the Mark on the product, UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide information, Designs and,/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data dravNngsj, 3. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjo,,ent to the extracted material. In addition, the reprinted material must Include a copyright notice in the following format: "C 2013 �L LLC". database,ul.cankgi-birdXYV/tempialoA-ISEXTI1FRAME/shc oWge.ttd'trlTw=BX1.1V.U906&ccnshartGUa=Fire+ Resistance+ Ratings+-+AIVSIIUL+263&obiid... 2122 ,:�) U.L. DETAIL U-906 (2 HR. RATED WALL) NOT TO SCALE A) (13 a CB } " 3 4 (1.7) 2) \ 12' 4 " T. 22'.4" 11'-02-1" �I 26,_0" I I I z I � Q 32" "GRE: 160 160 OCCUPANT CORAL STONE VENEER BASE W/ BRICK ABOVE OVER 8" CMU (SEE ELEVATIONS) 100B W� WU WO w c� rn i - z C/)a �0 w0 �U WO WD — — — — — — — — — — — — — — — — — — — N 0 3) O (43) (4.9) 5) (5.2) 26,_0„ 11'-0" 22,_4„ 2' ,,1„ -.'2 i rn z z Z Z 'a iW a ' U O I O N� I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O M \I _ _� I._ O_ � \ �O FUTURE SUITE'A' (ANTICIPATED USE: RESTAURANT) 100 X O 1 W 0 z D) 0 W W D 2 IFS OVER 8" N / CMU (SEE ELEV) C/) 0U WU o "c m I I (2 W ! WI I. LU VIII I I i { FUTURE SUITE'B' I FUTURE SUITE 'C' f + TFUTURE SUITE'D' CPATED USE: RETAIL) ; (ANTICPATED USE: RETAIL) (ANTICIPATED USE: RESTAURANT) 200 300 [I 400 }f I Ij 0 1, co Ii t 11 X W ziLU of �f J I l 2 -HOUR FIRE RATED WALL (UL DESIGN NO: U906) I 1 I; �I I LEC.�FE ANEL 0 C1 o FE. (). 0 c FIRE RISER / c ELEC RM a ,500 rn S WU o "'o ID I I 3/ 4 LIFE SAFETY PLAN 3"2 SCALE: 1/8" = 1'-0" A - (EB) 00B C) FE wv f G�7 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED J z IN CONJUNCTION WITH THE SPECIFIED PROJECT, THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER Li Li OOCCUPANTS I I OWNER / PROJECT: 0�.. I O Z I U, z ! W(6 I W W aLL' O it LL'I W i i- � m � 0 WJ LL O � Q L W W . Ln O" Ol LL z WCeW. W 0 I W z 0,,' I zIII y) W PROFESSIONAL SEAL: D PROJi-CT NO: PSA2013-25 k © 8-28-13 �_ = LL I< ¢I ii33 : 0! 0 O. z , z �I MARK FUTURE SUITE'A' (ANTICIPATED USE: RESTAURANT) 100 X O 1 W 0 z D) 0 W W D 2 IFS OVER 8" N / CMU (SEE ELEV) C/) 0U WU o "c m I I (2 W ! WI I. LU VIII I I i { FUTURE SUITE'B' I FUTURE SUITE 'C' f + TFUTURE SUITE'D' CPATED USE: RETAIL) ; (ANTICPATED USE: RETAIL) (ANTICIPATED USE: RESTAURANT) 200 300 [I 400 }f I Ij 0 1, co Ii t 11 X W ziLU of �f J I l 2 -HOUR FIRE RATED WALL (UL DESIGN NO: U906) I 1 I; �I I LEC.�FE ANEL 0 C1 o FE. (). 0 c FIRE RISER / c ELEC RM a ,500 rn S WU o "'o ID I I 3/ 4 LIFE SAFETY PLAN 3"2 SCALE: 1/8" = 1'-0" A - (EB) 00B POWEE L., STUDIC A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 www.powellsttidioarch.com AA# 26002?36 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED 8 "EGRESS IN CONJUNCTION WITH THE SPECIFIED PROJECT, THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER Li Li OOCCUPANTS I I OWNER / PROJECT: _17H E I (4.9 (r5� NORTH 2 1 3 4 5 1 6 ISSUE DATE: JUNE 13, 2013 LIFE SAFETY PLAN A31.2 POWEE L., STUDIC A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 www.powellsttidioarch.com AA# 26002?36 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT, THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0�.. LIJ z W W 2 V J LLJ '5 z Z °0 Q J � i- � m � 0 WJ LL O � Q L W W 0 J L asp W co < W QCL W (f) z ~N0. z WCeW. Q .M� W PROFESSIONAL SEAL: D PROJi-CT NO: PSA2013-25 REVISIONS: © 8-28-13 TENANT REVIEW MARK DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 LIFE SAFETY PLAN A31.2 101 C PC 2 3 4 5 (5.2) 5 (49) (43)3 2) E-2 P 1 24" X 24" DECORATIVE TOP_OF PARAPET ALUMINUM STOREFRONT PLAQUE (SEE EXTERIOR 128-0" FINISH SCHEDULE) WINDOW ABOVE ALUM.CANOPY UTURE SIGN LOCATION - PROVIDE AWNING (TYP.) �-� JUNCTION BOX, CONDUIT, AND ❑ E-2 ❑ E-1 '—'I A-1 I E 2 BACKING FO ^ �^ 2 �TOP_OF PARAPET EXTERIOR FINISH SCHEDULE MARK DESCRIPTION MFR. MFR MODEL # FINISH REMARKS 9F -1-21'-4. —.._ TOP /STOREFRONT (BASIS OF DESIGN) 112'-0" PLAN AND WINDOW ELEVATIONS) A-1 ALUMINUM AWNING MAPES SUPER LUMIDECK CLEAR ANODIZED ALUMINU^A AWNING TO MATCH EXISTING ADJACENT BUILDING. VERIFY FINISH WITH MANUFACTURER TO MATCH. BASIS OF DESIGN IS MAPES Lu -5 ■ Z J (TYP.) m O .__I Lij3: 0 0 z Q SUPER LUMIDECK, OR APPROVED EQUAL B-1 BRICK VENEER N/A N/A "DESERT IRONSPOT" BRICK EQUAL TO ENDICOTT TILE "DESERT IRONSPOT". VERIFY FINISH TO A-1 Z w "'���""" S 1 I MATCH EXISTING ADJACENT BUILDING. CS -1 CORAL STONE VENEER N/A N/A CORAL STONE SIMULATED STONE PATTERN EQUAL TO CORAL STONE (OR EQUAL). VERIFY FINISH TO MATCH EXISTING ADJACENT BUILDING. E-1 EIFS DRYVIT N/A (SEE REMARKS) VERIFY FINISH TO MATCH EXISTING ADJACENT BUILDING. E-2 EIFS DRYVIT N/A (SEE REMARKS) VERIFY FINISH TO MATCH EXISTING ADJACENT BUILDING, E-3 EIFS DRYVIT N/A (SEE REMARKS) VERIFY FINISH TO MATCH EXISTING ADJACENT BUILDING. P-1 PLAQUE PINEAPPLE COMPASS TERRAIN TAUPE PRECAST PINEAPPLE GROVE TILE 24"X 24" EQUAL TO TERRAIN TAUPE. GROVE VERIFY FINISH TO MATCH EXISTING ADJACENT BUILDING. 2 �TOP_OF PARAPET A-1 7-121-'.4" BTM. / S [Ej� _ 3� 11'--87-r (TYP.) ALUMINUM CANOPY AWNING BEYOND 9F -1-21'-4. —.._ TOP /STOREFRONT ---ALUMINUM STOREFRONT (SEE FLOOR 112'-0" PLAN AND WINDOW ELEVATIONS) ALUMINUM CANOPY ----FE-72 i W ui E-1 .c < -0 V Lu -5 ■ Z J (TYP.) m O .__I Lij3: 0 0 z Q I V O LL (TYP.) W w ,�gF ! ig nag � 'Signage .a e ,- L m an. A-1 Z w "'���""" S 1 I E-3 (TYP. ) PROJECT NO: PSA2013-25 REVISIONS: 1Q 8-28-13 TOP /STOREFRONT �� ® v DATE E-2 (TYP.) FIN. FLR. M 100'-0" —� CS -1 ENTIRE SHEET REVISED R FUTURE T71L A-1 -METAL COPING (TYP.) A-1 INSTALLATION (TYPICAL) i I E-1 E-1 NCE LIGHT (SEE ELEC., TYP.) 17 o> vI CS -1 I (B) CORAL STONE VENEER (TYP TOP OF PARAPI 121'-4" kL TOP OF BRICK 112'-0" FRONT ELEVATION SCALE: 3/16" = 1'-0" 6 (.8) E-2 f A-1 7-121-'.4" BTM. / S [Ej� _ 3� 11'--87-r (TYP.) ALUMINUM CANOPY AWNING BEYOND A-1 —.._ TOP /STOREFRONT ---ALUMINUM STOREFRONT (SEE FLOOR 112'-0" PLAN AND WINDOW ELEVATIONS) ALUMINUM CANOPY ----FE-72 CS -1 OA B� E-2 TOP OF PARAPET 128'-0" TOP OF PARAPET POWELL ELL 5 TTt. 010 7-121-'.4" f� [Ej� OF PARAPET (TYP.) AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND A-1 —.._ TOP /STOREFRONT E-2 112'-0" - — ALUMINUM CANOPY < AWNING BEYOND W ui E-1 .c < -0 V FIN. FLR. 100' -0 - CS -1 .8 (1.7) 2� TOP OF PARAPET _ ROOF SCUPPER (TYPICAL OF FOUR i P ( VERFLOW SCUPPER TOP OF PARAPET (TYPICAL OF FOUR) r PRE -FINISHED ALUMINUM WALL PACK LIGHTS j SCUPPER AND DOWNSPOUT. (SEE ELEC (TYP.) SEE CIVIL DRAWINGS ALUMINUM CANOPY I FOR DRAINAGE CONTINUATION AWNING BEYON E-2 B E-2 - w 1 i � I � CORAL STONE BEYOND—u V O E � � O 4 FIN. FLR. 100'-0" —� 3 4 E-2 P-1 u o i�eby ,�', E-1 CS -1 n SIDE ELEVATION SCALE: 3/16" = 1'-0" (D — FUTURE SIGN LOCATIO - PROVIDE JUNCTION 8 X. CONDUIT, AND BACKING FOR METAL COPING (TYP.) EIFS ROUTED'V' E-2 FUTURE SIGN INSTALLATI N GROOVE PARAPE 128'-0" PARAPET 121'-4" >REFRONT* 112'-0" UM CANOPY ;BEYOND FIN. FLR. 100'-0" PIC L) POWELL ELL 5 TTt. 010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN TOP OF PARAPET ..�. AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, —.._ CONSULTANT: E-2 121,4„ ui FIII-IIIIIIII �. < z W ui cy) U (a) .c < -0 V Lu -5 ■ Z J (TYP.) m O .__I Lij3: 0 0 z Q I V O LL T-8" W w Q LLJ W Z m an. Z w TOP F BRICK PROFESSIONAL SEAL: PROJECT NO: PSA2013-25 REVISIONS: 1Q 8-28-13 TENANT REVIEW E-3 DATE DESCRIPTION �x ISSUE DATE: JUNE 13, 2013 E2 A4. 1 r�L.., _-T r (TYP.) CS -1 3 SIDE ELEVATION SCALE: 3/16" = 1'-0" C�4.3(4.3 ) T_ METAL COPING (TYP. IT E i IFS ROUTED'V' GROOVE (TYPICAL) B � a PROVIDE RAIN DRIP AT EACH EXTERIOR - DOOR %Wrl"49mm"m m4,.. It 1 POWELL ELL 5 TTt. 010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, Fl ORIDA 34711 Phi: (352) 874-2340 ■ FAX: (877) 680-7183 www, powellstudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC,. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STU'A' ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� ui FIII-IIIIIIII �. < z W ui cy) U (a) .c < -0 V Lu -5 ■ Z J Z co Q J � m O .__I Lij3: 0 0 z Q I V O LL W ) QCL W w Q LLJ W Z m an. Z w LV U) PROFESSIONAL SEAL: x2213 PROJECT NO: PSA2013-25 REVISIONS: 1Q 8-28-13 TENANT REVIEW MARK DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 ELEVATIONS A4. 1 %Wrl"49mm"m m4,.. It 1 F1 C 701 TOP / STUD AT PARAPET 128'-0" - - - EIFS OVER 5/8" DEN SHEATHING OVE FRAMING (SEE STRUC- _*JOIST BEARING (TOP OF BEAM) 119'-5-1 /2" - - - - ALUMINUM STORE (SEE ELEVA TOP/ STOREFRONT 112'-0" TOP/ STOREFRONT 109'-0" ALUMINUM A ANODIZED ALUMINUM STORE SYSTEM (SEE ELEVA CONCRET TOP / SLAB 100'-0" TOP/ PARAPET f ' _W 128'-0" I I I TOP/ PARAPET 121'-4" EIFS OVER 5/8" DENSGLAS SHEATHING OVER 1 MTL. HAT CHANNELS OVER 8" CMU (SEE STRUCTURAL) 'I jTOP / BRICK- - - - 110'-0" I 1 4" BRICK MASONRY W/ AIR SPACE OVER 8" CMU CORAL STONE VENEER OVER 4" CMU OVER 8" CMU--� CONCRETE SIDEWALK TOP / SLAB If 10 '-0" - - - 0 3 4 5 B l C 1 p E� A BUILDING SECTION 5.1 SCALE: 1/4" = 1'-0" (2) LI II TEEL JOIST (SEE STIR CTURAL) I 2 BEYOND II II II II III II II II COLUMN BEYOND (SEE STRUCTURAL) -.LI II II II II II II II II II II II II II BUILDING SECTION 5.1 SCALE: 3/16" = 1'-0" 3 (4) (4.3) ROOF SYSTEM: TPO SINGLE PLY MEMBRANE ROOF SYSTEM OVER R-22 RIGID INSULATION (APPROX. 3-5/8" THICK) OVER ; 9 METAL DECKING, OVER OPEN WEB STEEL JOISTS SLOPED 1/4" 4" CONCRETE FLOOR SLAB (SEE STRUCTURAL) OVER VAPOR BARRIER OVER COMPACTED TERMITE TREATED FILL F'- 11 , .) ; , _� ....,5 t,.. ,+. :• , ,. „�:.: .. ..,..1 '1..., b, >if MC'...1-i rvFl_ ^rr � , -- �.:.. , `,. . � .A,: —, s 4 1 5 2 TOPING (TYP.) -TOP / MASONRY}-� - - --» - 121'-4" T :IFS CORNICE (TYP.) JOIST BEARING - - - - 118'-0" IFS OVER 5/8" DENSGLAS HEATHING OVER 1-1/2" MTL. AT CHANNELS OVER 8" CMU TOP/ BRICK 112'-0" RETE SIDEWALK TOP / SLAB} 100'-0" i TOP/FOOTER 98'-8" m ENTIRE SHEET REVISED -SLAB LEAVE -OUT (SEE STRUCTURAL FOR EXTENTS OF CONCRETE SLAB / FOUNDATION ! 1 1 ,1 . Qu S 1 t i S l I 6 'BOXED EIFS CORNICE (TYP.) I L- _EIFS OVER 5/8" DENSGLAS SHEATHING OVER 1-1/21' MTL. HAT CHANNELS OVER 8" CMU P ]ell PLIWELL STUDIO A R C H I T E C. T UR E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DE°,ir NS, ARRANGEMENTS, AND PIANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� ui z ui V JW 5Z Z Coo Q � C -0 C55000 LLJ °J� oz� W p J L LL a W c Q W w Q w. z m o o Q W rc.M W 1i Q r� e C z_ ui .W W PROFESSIONAL SEAL: DEC 12 201 PROJECT NO: PSA2013-25 REVISIONS: 8-28-13 TENANT REVIEW MARK DATE DESCRIPTION 3, 0 IS JUNE 1 2 13 E DAT SU E. BUILDING SECTION A5ml A C f J SLOPED MET) I, TOP OF CMU /PARAPET - 121'-4" (3) PT FRT 2Xf EIFS BOXED 1-1/2" METAL HAT CHAI 2"EIFS OVER SHEATHING OVER 1- CHANNI EIFS STRINGCOUR OIL TOP /BRICK VENEER (42 Cl 110-0" 4" CONTINUOUS ME EIFS STRING COURSE (SLC CORAL STONE VENEER IN RANDOM ASH (MATCH EXISTING ADJACE GALVANIZED METAL 12" O.C. VERT. AND TOP /SLAB CONCRETE SIDEWP 100'-0" CONCRETE FOOT (SEE STRUCTURAL FOR SIZE, TYPE, AND REINFORCEMENT) 2 C _ TOP _OF CMU / PARAPET SYSTEM: TPO SINGLE PLY BANE ROOF SYSTEM OVER R-22 NSULATION (APPROX. 3-5/8" THICK) METAL DECKING, OVER OPEN WEB JOISTS SLOPED 1/4" PER FOOT WEB STEEL JOIST >TRUCTURAL) VISQUEEN ELL EATED FILL %IJI'M SCALE: 3/4" = 1'-0" TOP _OF CMU / JOIST BEAT 118'-0" OPEN WEB STEEL TOP /BRICK VENEER (54 112-0"' TOP / S_LAB _ 100'-0" 3 4 i D � V VP'%LL_ VL_V 1 I%JIN SCALE: 3/4" = 1'-0" 4 AL OPING (TYP.) )OD NAILERS NICE (TYP.) SLOPED METAL COPING (TYP.) METAL FLASHING _ TOP /_STUD @ PARAPET 128'-0" - - - - FRT 2X WOOD NAILER 0 EIFS BOXED CORNICE (TYP.) PROVIDE DRIP EDGE AT ALL EIFS CORNICES(TYP.) EIFS OVER 5/8" DENSGLAS SHEATHING 4 N PT 2X WOOD 5 4 4" 0 .5" C1 METAL STUD FRAMING (SEE STRUC.) 2'-1RIP EDGE ETAL COPING BEYOND SEE / TPO SINGLE PLY MEMBRANE OVER FRT STRUCTURAL / PLYWOOD SHEATHING OVER METAL STUDS FOR BOX -OUB (SEE STRUCTURAL) COWMN B/RACIN / PROVIDE JUNCTION BOX WITH ATER TIGHT ACCESS PANEL FOR FUTURE TENANT SIGNAGE. / i _K (SEE CIVIL) TOP / SLA 100'-0" FOUNDATION (SEE STRUCTURAL FOR SIZE, TYPE, AN�FORCEMENT) '"0� LL STUDIO A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CI ERMONT, FLORIDA 34711 PH: (35)i 874 2340 ■ FAX: (877) 680-7183 www.powelistudioarcli.com AA# 26002236 ALUMINUM STOREFRONT SYSTEM DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND EIFS BEYOND r WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO P IZ.,HITECTURE, LLC. CONSULTANT: OWNER / PROJECT: Of ROOF SYSTEM: TPO SINGLE PLY MEMBRANE ROOF SYSTEM OVER I EIFS SILL BEYOND- z W W V R-22 RIGID INSULATION (APPROX. 3.5/8" THICK) OVER METAI. i i . CORAL STONE VENEER BEYOND O W OJ � Q rs W W r r a wQ ECKINC, CVEP OPEN WEB STEEL JOISTS SLOPED 1/4" PER FOOT EXPANSION JOINT Q \ z W W,z':. PROFESSIONAL SEAL: DEC 12 2013 PROJECT NO: P""A2013-25 ROOF SLOPE 1/4" PER FOOT-� CONCRETE SLAB OVER VISQUEEN 8-28-13 TENANT REVIEW SEAT Alk _JOIST BEARING (TOP OF STEEL) -v---7T,- COMPACTED TERMITE TREATED FILL 119'-5-1/2"- 19'-5-1/2"NOTE: MARK DATE DESCRIPTION NOTE:TRANSITION TO 5/8" FRT � � " - a. n. a ,n � .. • J. �, PLYWOOD SHEATHING AT ALL EXTERIOR , WALL SECTION TENANT SIGN LOCATIONS. SEE SHEET E A5 A4.1 FOR LOCATION COORDINATION. SCALE: 3/4" = 1'-0" / 3" EIFS OVER 5/8" FRT PLYWOOD SHEATHING OVER METAL FRAMING (SEE / STEEL ROOF JOIST (SEE STRUC) STRUCTURAL) STEEL BEAM (SEE STRUC) / METAL STUD FRAMING (SEE STRUCTURAL)- TRUCTURAL) CHANNEL CHANNEL @ 24" O.C. /METAL STUD FRAMING (SEE STRUC) / T-2„ DENSGLAS 11-1/2"METAL HAT 19 VINYL BACKED INSULATION (TYP.) 3'-0" PROVIDE DRIP TOP / STEEL TUBE EIFS OVER 5/8" DENSGLAS SHEATHING `� _ 112'-11" OVER METAL FRAMING TEEL TUBE (SEE STRUCTURAL FOR SIZE AND TYPE) TOP STOREFRONT PRE-ENGINEERED ALUMINUM AWNING - - - 112'-0" INSTALLED PER MFR. RECOMMENDATION ALUMINUM STOREFRONT SYSTEM j(SEE ELEVATIONS FOR SIZE AND TYPE) TEEL TUBE (SEE STRUCTURAL FOR SIZE AND TYPE) - --- _ TOP / STI EEL 109'-11" 4 � TOP/STOREFRONT - - - - - 109'-0" _K (SEE CIVIL) TOP / SLA 100'-0" FOUNDATION (SEE STRUCTURAL FOR SIZE, TYPE, AN�FORCEMENT) 5 1 6 r �r '"0� LL STUDIO A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CI ERMONT, FLORIDA 34711 PH: (35)i 874 2340 ■ FAX: (877) 680-7183 www.powelistudioarcli.com AA# 26002236 ALUMINUM STOREFRONT SYSTEM DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND EIFS BEYOND r WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO P IZ.,HITECTURE, LLC. CONSULTANT: OWNER / PROJECT: Of W I EIFS SILL BEYOND- z W W V W z i i . CORAL STONE VENEER BEYOND O W OJ � Q rs W W r r a wQ WCL w u) �5 EXPANSION JOINT Q z W W,z':. PROFESSIONAL SEAL: DEC 12 2013 PROJECT NO: P""A2013-25 REVISIONS: CONCRETE SLAB OVER VISQUEEN 8-28-13 TENANT REVIEW VAPOR BARRIER OVER WELL COMPACTED TERMITE TREATED FILL . MARK DATE DESCRIPTION •a� � � " - a. n. a ,n � .. • J. �, , WALL SECTION E A5 SCALE: 3/4" = 1'-0" 5 1 6 r �r '"0� LL STUDIO A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CI ERMONT, FLORIDA 34711 PH: (35)i 874 2340 ■ FAX: (877) 680-7183 www.powelistudioarcli.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS. AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO P IZ.,HITECTURE, LLC. CONSULTANT: OWNER / PROJECT: Of W z W W V W z Zm�Q M O W OJ � Q rs W W V p � L LL. a wQ WCL w u) �5 W � W Q z W W,z':. PROFESSIONAL SEAL: DEC 12 2013 PROJECT NO: P""A2013-25 REVISIONS: © 8-28-13 TENANT REVIEW MARK DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 WALL SECTIONS A5.2 - gbkl POWELI.STUD10 ARCHITECT U RE ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 . FAX: (877)680-7183 www. powellstudivarch.corn AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� ui Z W w U U .c: Q:2(D • - Z Lu Z m _� Q J 0 00 co O C; W o z u- - � FIx w o W cuQ QW CL W c/) 4-0Z Z t Q Q Q W INS. W Z r aL V I - a � Z a � mgr Lu PROFESSIONAL SEAL: DEC 12 2013 PROJECT NO: PSA2013-25 REVISIONS: Q 8-28-13 TENANT REVIEW MARK DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 EIF ` DETAIN A6.2 A C 1 NOTE: JOINTS SHALL 11) r_e G.I. COVER PLATE SET INTO SEALANT BEAD ED ALONG BOTH SIDES OF JOINT- SECURE SCREW THRU STEEL/NEOPRENE WASHER :RED OVER 1/4" GAP BETWEEN ADJACENT ONS OF COPING N THRU NEOPRENE WASHER @ 30" O.C. IDE FACE ONLY DE SEALANT AT COPING JOINT 2E OUTSIDE FACE OF METAL SECTIONS USING IAILS THRU SLOTTED HOLES UNDER COVER 2 PARAPET CO 7" 1 Y SCALE: 1-1/2" = 1'-0" G.I. CAP FLASHING - COUNTER FLASH @ EXTERIOR FACE PING DETAIL " FORMED 8" x16" ANIZED METAL SCUPPER SOLDERED JOINTS & 3RAL 4" FLANGE WIDE COLLAR 4" SCUPPER COLOR TO MATCH E-1 ON ELEVATIONS (TYP.) DETAIL 3 REFINISHED ALUMINUM A7.1 CONDUCTOR AND DOWNSPOUT SCALE: 1-1/2" = 1'-0" (SEE ELEVATIONS) IFS OVER 5/8" DENSGLASS GOLD NOTE: ROOF TERMINATION, FLASHING, SCUPPER SHEATHING OVER 1-1/2" METAL HAT INSTALLATION, ETC. SHALL CONFORM TO ROOF CHANNELS OVER 8" CMU SYSTEM MANUFACTURER'S RECOMMENDATIONS IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER CONTINUOUS BEAD OF SEALANT CONSULTANT: OWNER / PROJECT: 0� w Q Z w Lij IFS OVER 5/8" DENSGLASS GOLD ROOF SYSTEM FLASHING Z °0 _ Q JNN L.I. 00 O z LL OO J Lu3: W SHEATHING OVER 1-1/2" METAL HAT OVER SCUPPER FLANGE z 0o< W �- w z -- OC0 =w 2 aCL CHANNELS OVER 8" CMU CONTINUOUS BEAD SEALANT CL PROFESSIONAL SEAL: C12 013 REFINISHED METAL COLLAR (PER MFR. RECOMMENDATIONS) REVISIONS: m 8-28-13 TENANT REVIEW RIVETED OUTSIDE OF SLEEVE & SEALED TO CMU W/ DOW 790 FIELD FORMED 8'X 16" GALVANIZED SILICONE SEALANT METAL SCUPPER WITH SOLDERED MARK DATE DESCRIPTION JOINTS & INTEGRAL 4" FLANGE ROOF PLAN A7.1 1-1/4" HOT DIPPED GALVANIZED ROOF NAILS @ 4" O.0 MAX ROOFING LIN COLLAR 3" MIN. MEMBRANE NTO CONDUCTIVE HEEADRLAP FRT BLOCKING / OFOSEALANT L -RIGID 001 0 . :.. OF SEALAN '� -� �•� 4 SCUPPER IL ,g �E} N N N 00 ROOF PLAN SCALE: 1/8" = 1'-0" 0 NORTH ■ I REFINISHED ALUMINUM CONDUCTOR AND DOWNSPOUT (SEE ELEVATIONS) IFS OVER 5/8" DENSGLASS GOLD SHEATHING OVER 1-1/2" METAL HAT CHANNELS OVER 8" CMU IL ,g �E} N N N 00 ROOF PLAN SCALE: 1/8" = 1'-0" 0 NORTH ■ I w,,.ijF.LL 5i"rV0l0 A R C H IT E C T U R 'E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www. powe listu dioa rc h.co rn AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� w Q Z w Lij V W z Z °0 _ Q JNN L.I. 00 O z LL OO J Lu3: W O 0 ..J0 LL QW m W QCL w (f) z z 0o< W �- w z -- OC0 =w 2 aCL z Lu U U) CL PROFESSIONAL SEAL: C12 013 D PROJECT NO: PSA2013-25 REVISIONS: m 8-28-13 TENANT REVIEW MARK DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 ROOF PLAN A7.1 LL 4 200A STOREFRONT NOTES: 1. A ZN 2. FRAME FINISH: ANODIZED ALUMINUM "CLEAR". �iLJ FRAME SIZE: 2" X 4-1/2". 4. M 5. ALL GLAZING TO BE INSULATED / LOW E, CLEAR GLASS, UNLESS NOTED OTHERWISE. 4 M HM M3 m B EXTERIOR DOOR W/ ONE WAY VIEWER 180 DEGREES AL o� N/A A B HM M3 N/A B 4 200A STOREFRONT NOTES: 1. (V 2. FRAME FINISH: ANODIZED ALUMINUM "CLEAR". �iLJ FRAME SIZE: 2" X 4-1/2". 4. T = TEMPERED GLASS. 5. ALL GLAZING TO BE INSULATED / LOW E, CLEAR GLASS, UNLESS NOTED OTHERWISE. 6. M HM M3 4 B EXTERIOR DOOR W/ ONE WAY VIEWER 180 DEGREES AL o� N/A A B HM M3 N/A B EXTERIOR DOOR W/ ONE WAY VIEWER 180 DEGREES ih M N/A A ih HM AL �i 0 z z w CL 0 x 0 0 O EQ LL EQ 2'-11" 2'-11" EQ LL EQ 8 18'-0" EQ EQ 2'-11" 2'-11" EQ EQ TI TI TI rul 2 4 200A STOREFRONT NOTES: 1. Fl ISI❑ 2. FRAME FINISH: ANODIZED ALUMINUM "CLEAR". �iLJ FRAME SIZE: 2" X 4-1/2". 4. T = TEMPERED GLASS. 5. ALL GLAZING TO BE INSULATED / LOW E, CLEAR GLASS, UNLESS NOTED OTHERWISE. 6. M HM M3 0 B EXTERIOR DOOR W/ ONE WAY VIEWER 180 DEGREES AL o� N/A A STOREFRONT SYSTEM KAWNEER NARROW STILE HM M3 N/A B EXTERIOR DOOR W/ ONE WAY VIEWER 180 DEGREES ih M N/A 18'-0" EQ LL EQ 1'-8" T-0" V-8" EQ EQ � 200A STOREFRONT NOTES: 1. Fl ISI❑ 2. FRAME FINISH: ANODIZED ALUMINUM "CLEAR". �iLJ FRAME SIZE: 2" X 4-1/2". 4. T = TEMPERED GLASS. 5. IN 10'-0" EQ EQ T-0" TI 1 LL J 4 200A STOREFRONT NOTES: 1. (V 2. FRAME FINISH: ANODIZED ALUMINUM "CLEAR". 3. FRAME SIZE: 2" X 4-1/2". 4. T = TEMPERED GLASS. 5. ALL GLAZING TO BE INSULATED / LOW E, CLEAR GLASS, UNLESS NOTED OTHERWISE. 6. M HM M3 4 B EXTERIOR DOOR W/ ONE WAY VIEWER 180 DEGREES AL M2 N/A A STOREFRONT SYSTEM KAWNEER NARROW STILE HM M3 N/A B EXTERIOR DOOR W/ ONE WAY VIEWER 180 DEGREES ih iO 0 EXTERIOR ALUMINIUM STOREFRONT WINDOW ELEVATIONS SCALE: 1/4" = V-0" SOM FRAME VUM FRONT DOOR. )OR SCHEDULE =RED DOOR NG 2 STOREFRONT HEAD A8.1 311 = 1'-01, 0 'ERED DOOR 'ING INUM EFRONT DOOR. OOR SCHEDULE BOTTOM SWEEP s STOREFRONT THRESHOLD B. IV 4 4 � DOOR SCHEDULE EQ EQ EQ TI TI 11 NO. DOOR 100A (PAIR) 3'-0" x 7'-0" x 1-3/4" 10013 3'-0" x 7'-0" x 1-3/4" 100C 3'-6" x 7'-0" x 1-3/4" o 9 ih �JuT 0 18'-0" EQ IJ EQ I1 2'-11" 11 2'-11" 1I EQ 11 EQ 4 200A STOREFRONT NOTES: 1. BASIS OF DESIGN: KAWNEER TRIFAB VG 451. 2. FRAME FINISH: ANODIZED ALUMINUM "CLEAR". 3. FRAME SIZE: 2" X 4-1/2". 4. T = TEMPERED GLASS. 5. ALL GLAZING TO BE INSULATED / LOW E, CLEAR GLASS, UNLESS NOTED OTHERWISE. 6. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION OF ALUMINUM STOREFRONT AND WINDOWS. HM M3 EXTERIOR ALUMINIUM STOREFRONT WINDOW ELEVATIONS SCALE: 1/4" = V-0" SOM FRAME VUM FRONT DOOR. )OR SCHEDULE =RED DOOR NG 2 STOREFRONT HEAD A8.1 311 = 1'-01, 0 'ERED DOOR 'ING INUM EFRONT DOOR. OOR SCHEDULE BOTTOM SWEEP s STOREFRONT THRESHOLD B. IV 4 4 � DOOR SCHEDULE EQ EQ EQ TI TI 11 NO. DOOR 100A (PAIR) 3'-0" x 7'-0" x 1-3/4" 10013 3'-0" x 7'-0" x 1-3/4" 100C 3'-6" x 7'-0" x 1-3/4" o 9 ih �JuT 0 18'-0" EQ IJ EQ I1 2'-11" 11 2'-11" 1I EQ 11 EQ 4 200A 3'-0" x 7'-0" x 1-3/4" 200B (V 300A 3'-0" x 7'-0" x 1-3/4" 300B 400A 3'-0" x 7'-0" x 1-3/4" (PAIR) 3'-0" x 7'-0" x 1-3/4" 400B (PAIR) 3'-0" x 7'-0" x 1-3/4" 400C 3'-0" x 7'-0" x 1-3/4" 500 io HM M3 4 B EXTERIOR DOOR W/ ONE WAY VIEWER 180 DEGREES AL M2 N/A A STOREFRONT SYSTEM KAWNEER NARROW STILE HM M3 N/A B EXTERIOR DOOR W/ ONE WAY VIEWER 180 DEGREES AL iO N/A 1 6'-1" TO CENTER OF OPENING 1 O 5 � 6 FRAME 200A 3'-0" x 7'-0" x 1-3/4" 200B 3'-0" x 7'-0" x 1-3/4" 300A 3'-0" x 7'-0" x 1-3/4" 300B 400A 3'-0" x 7'-0" x 1-3/4" (PAIR) 3'-0" x 7'-0" x 1-3/4" 400B (PAIR) 3'-0" x 7'-0" x 1-3/4" 400C 3'-0" x 7'-0" x 1-3/4" 500 3'-0" x 7'-0" x 1-3/4" 5 � 6 FRAME TYPE FIRE RATING HARDE ARE REMARKS AL M1 N/A A STOREFRONT SYSTEM KAWNEER NARROW STILE AL M1 N/A D STOREFRONT SYSTEM KAWNEER NARROW STILE HM M3 N/A B EXTERIOR DOOR W/ ONE WAY VIEWER 180 DEGREES AL M2 N/A A STOREFRONT SYSTEM KAWNEER NARROW STILE HM M3 N/A B EXTERIOR DOOR W/ ONE WAY VIEWER 180 DEGREES AL M2 N/A A STOREFRONT SYSTEM KAWNEER NARROW STILE HM AL M3 M1 N/A N/A B ASTOREFRONT EXTERIOR DOOR W ONE WAY VIEWER 180 DEGREES SYSTEM KAWNEER MEDIUM STILE AL M1 N/A A STOREFRONT SYSTEM KAWER RRO NENAW STILE HM M3 N/A B EXTERIOR DOOR W/ ONE WAY VIEWER 180 DEGREES HM M3 N/A C BOTTOM DOOR SWEEP DOOR HARDWARE SCHEDULE SET ITEM MANUFACTURER & MODEL NO. FINISH / REMARKS INACTIVE LEAF: (1-1/2 PAIR) BUTT HINGES STANDARD KAWNEER 4-1/2" X 4-1/2" BALL BEARING HINGES (1 EA) PUSH/ PULL KAWNEER CP -11 PUSH BAR / CO -9 PULL HANDLE (1) CLOSER LCN 1260 SERIES SURFACE MTD. CLOSER WITH BACKCHECK 0180° AND HOLD OPEN ACTIVE LEAF: HARDWARE SETA' (1-1/2) PAIR BUTT HINGES STANDARD KAWNEER 4-1/2" X 4-1/2" BALL BEARING HINGES FOR ALL STOREFRONT SYSTEMS, MATCH ADJACENT BUILDING STANDARD (CLEAR ANODIZED ALUMINUM) (1 EA) PUSH PULL KAWNEER CP -11 PUSH BAR / CO -9 PULL HANDLE 0 (1) CLOSER LCN 1260 SERIES SURFACE MTD. CLOSER WITH BACKCHECK NOTE: FOR DOOR 100A ONLY: (1) LOCKING CYLINDER AND HOLD OPEN ADAMS RITE MS -1850 DEADLOCK WITH BEST CYLINDER KEYED DELETE CP -11 PUSH BAR ON BOTH ACTIVE AND INACTIVE LEAF. PROVIDE ONE (1) KAWNEER PANELINE CONCEALED ROD EXIT DEVICE EACH LEAF (TOTAL OF 2). _= TO LANDLORD'S MASTER KEY SYSTEM GENERAL: p (1) WEATHER STRIPPING BOTTOM DOOR SWEEP LL (1) THRESHOLD 1/2" HIGH OFFSET PIVOT / BUTT HUNG THRESHOLD = (1-1/2 PAIR) BUTT HINGES STANLEY F179, NRP FULL MORTISE STANDARD WEIGHT PLAIN US26D SATIN CHROMIUM FINISH LL BEARING 4-1/2" X 4-1/2" 5 KNUCKLE HINGE WITH to / NON -REMOVABLE PIN, OR EQUAL HARDWARE (1) EXIT DEVICE (1) ONE-WAY VIEWER (WIDE ANGLE 180°) SARGENT 80 SERIES, OR EQUAL IVES #698 US26D SATIN CHROMIUM FINISH SET'B' (1) WEATHER STRIP BOTTOM DOOR SWEEP US26D SATIN CHROMIUM FINISH 1L1 (1) CLOSER LCN 1260 SERIES CLOSER / HOLD OPEN US26D SATIN CHROMIUM FINISH (3) SILENCER � (1) OVERHEAD RAIN DRIP PEMKO OVERHEAD RAIN DRIP #346, 4" LONGER THAN DOOR PAINTED WHITE ALUMINUM M2 WIDTH M3 (1-1/2 PAIR) BUTT HINGES STANLEY F179, NRP FULL MORTISE STANDARD WEIGHT PLAIN US26D SATIN CHROMIUM FINISH DOOR (KAWNEER 190 SERIES NARROW STILE) BEARING 4-1/2" X 4-1/2" 5 KNUCKLE HINGE WITH NON -REMOVABLE PIN, OR EQUAL HARDWARE (1) EXIT DEVICE (1) WEATHER STRIP SARGENT 80 SERIES, OR EQUAL BOTTOM DOOR SWEEP US26D SATIN CHROMIUM FINISH SET'C' (1) CLOSER LCN 1260 SERIES CLOSER / HOLD OPEN US26D SATIN CHROMIUM FINISH (3) SILENCER (1) OVERHEAD RAIN DRIP PEMKO OVERHEAD RAIN DRIP #346,4" LONGER THAN DOOR PAINTED WHITE ALUMINUM WIDTH (1-1/2) PAIR BUTT HINGES STANDARD KAWNEER 4-1/2" X 4-1/2" BALL BEARING HINGES (1) KAWNEER PANELINE EXIT DEVICE KAWNEER PANELINE CONCEALED ROD DEVICE (1) CLOSER LCN 1260 SERIES SURFACE MTD. CLOSER WITH BACKCHECK AND HOLD OPEN HARDWARE (1) LOCKING CYLINDER ADAMS RITE MS -1850 DEADLOCK WITH BEST CYLINDER KEYED TO SET'D' LANDLORD'S MASTER KEY SYSTEM GENERAL: FOR ALL STOREFRONT SYSTEMS, MATCH ADJACENT BUILDING STANDARD (CLEAR ANODIZED ALUMINUM) (1) WEATHER STRIPPING BOTTOM DOOR SWEEP (1) THRESHOLD 1/2" HIGH OFFSET PIVOT / BUTT HUNG THRESHOLD DOOR TYPES &FRAMES 1. STOREFRONT BASIS OF DESIGN: KAWNEER NARROW STILE 190 SERIES DOORS (OR APPROVED EQUAL) 2. FRAME FINISH: ANODIZED ALUMINUM "CLEAR" 3. ALL GLAZING TO BE Ya' TEMPERED CLEAR GLASS, UNLESS NOTED OTHERWISE. PRE-ENGINEERED ALUMINUM AWNING NOTES: 1. AWNING AND ALL ASSOCIATED FRAMEWORK MEMEBERS TO BE DESIGNED AND CERTIFIED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA AND SHALL MEET OR EXCEED ALL APPLICABLE CODES AND REGULATIONS, 2. G.C. TO COORDINATE WITH AWNING FABRICATOR SO AS TO PROVIDE ALL NECESSARY FRT BLOCKING AND / OR ALL GROUTED SOLID MASONRY CELLS IN ORDER TO PROVIDE PROPER AWNING FASTENING. 3. SUBMIT SHOP DRAWINGS OF AWNING DESIGN DETAILS FOR ARCHITECT / OWNER APPROVAL. 4. BASIS OF DESIGN / INTENT: SUPER LUMIDECK MAPES INDUSTRIES ARCHITECTURAL CANOPIES 7748 NORTH 56TH STREET LINCOLN, NE 68514 PHONE: (888) 723-1132 www.mapescanopies.com 5. MATERIALS: EXTRUDED ALUMINUM (FINISH TO MATCH EXISTING ADJACENT BUILDING) 6. COLORS: TO MATCH EXISTING ADJACENT BUILDING 2" 2" HM HOLLOW METAL FRAME (16 GAUGE WELDED) 6 AS SCHED. AS SCHE� ONE-WAY 0180° DOOR VIEWER— 0 0 J, /" •, / W J W J _= O W p l = U LL = / U) LL to / a o a / %,! 1L1 f � M2 M3 ALUMINUM / GLASS STOREFRONT DOOR HOLLOW METAL STEEL DOOR (KAWNEER 190 SERIES NARROW STILE) 1. STOREFRONT BASIS OF DESIGN: KAWNEER NARROW STILE 190 SERIES DOORS (OR APPROVED EQUAL) 2. FRAME FINISH: ANODIZED ALUMINUM "CLEAR" 3. ALL GLAZING TO BE Ya' TEMPERED CLEAR GLASS, UNLESS NOTED OTHERWISE. PRE-ENGINEERED ALUMINUM AWNING NOTES: 1. AWNING AND ALL ASSOCIATED FRAMEWORK MEMEBERS TO BE DESIGNED AND CERTIFIED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA AND SHALL MEET OR EXCEED ALL APPLICABLE CODES AND REGULATIONS, 2. G.C. TO COORDINATE WITH AWNING FABRICATOR SO AS TO PROVIDE ALL NECESSARY FRT BLOCKING AND / OR ALL GROUTED SOLID MASONRY CELLS IN ORDER TO PROVIDE PROPER AWNING FASTENING. 3. SUBMIT SHOP DRAWINGS OF AWNING DESIGN DETAILS FOR ARCHITECT / OWNER APPROVAL. 4. BASIS OF DESIGN / INTENT: SUPER LUMIDECK MAPES INDUSTRIES ARCHITECTURAL CANOPIES 7748 NORTH 56TH STREET LINCOLN, NE 68514 PHONE: (888) 723-1132 www.mapescanopies.com 5. MATERIALS: EXTRUDED ALUMINUM (FINISH TO MATCH EXISTING ADJACENT BUILDING) 6. COLORS: TO MATCH EXISTING ADJACENT BUILDING 2" 2" HM HOLLOW METAL FRAME (16 GAUGE WELDED) 6 A B C E E M� J F_ z w U CIL w r Y U Q F - w Y Q w J O Z 2 Lu 0 M Ln c m E 8 0 O 'c az E E D �i A w v In N r r M r O N a 2 1 3 1 — 4 1 5 2 3 4 5 6 6 ELECTRICAL SYMBOL LEGEND POW LL STU0110 A R C H I T E C T U R E GENERAL NOTES: BASIC MATERIALS BASIC MATERIALS CONT. FIRE ALARM/DETECTION SYSTEM 0 COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POW ELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POW ELL STUDIO ARCHITECTURE, LLC. 1. 2. LIGHT SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. RECEPTACLES SHALL BE LOCATED 18 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION TRANSFORMER Sa SINGLE POLE SWITCH www.tic-engineers.com ❑F MANUAL PULL STATION © Copyright 2013 TLC Engineering for Architecture, Inc. UNLESS OTHERWISE NOTED. ABOVE COUNTER RECEPTACLES SHALL BE MOUNTED 6" ABOVE BACK OWNER / PROJECT: (SUBSCRIPT INDICATES ITEM CONTROLLED) uj SPLASH TO CENTERLINE OF DEVICE. FM LO 30AR NON-FUSED DISCONNECT SWITCH, SIZE AS NOTED Z CEILING SMOKE DETECTOR, PHOTO -ELECTRIC Lu V .r S3 THREE-WAY SWITCH NF NF DENOTES NON-FUSED e TYPE UNLESS OTHERWISE NOTED 3. THE EQUIPMENT GROUNDING TERMINAL BARS OF THE NORMAL AND ESSENTIAL ELECTRICAL �110O0 Z111w0 1 ` LL m°:z W y =zU) SYSTEM PANELBOARDS SERVING THE SAME PATIENT VICINITY SHALL BE BONDED TOGETHER WITH S FOUR-WAY SWITCH 30AR qsj 2P FUSED DISCONNECT CL O E = ELEVATOR WITH RECALL CONTACTS 0 AN INSULATED, CONTINUOUS, COPPER CONDUCTOR NOT SMALLER THAN NUMBER 10. 4 20AF z Z 2 = Lu I = IONIZATION W 0 C. PROFE%�A�S I�Ekty AR DENOTES AMP RATING OF SWITCH 600 4. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH SP SINGLE POLE SWITCH AF DENOTES AMP FUSE SIZE w SSIOi`lF��`'' DUCT SMOKE DETECTOR al�"i0-o DEC 1 1 2013 THEY ARE TO BE INSTALLED. Stephen B. Cotton, P.E. WITH PILOT LIGHT Florida License #60046 NUMBER OF POLES PROJECT NO: PSA2013-25 R = RETURN S =SUPPLY REVISIONS: A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC 110. SWP SINGLE POLE SWITCH MARK WITH WEATHERPROOF COVER MCP SIZE# OF POLES ® SUPERVISED CONTROL RELAY -0 B. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, ELECTRICAL LEGEND AND SYMBOLS DUCTS, EQUIPMENT FOREIGN WPL L® 30/ COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED -® , TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. WITH WEATHERPROOF LOCKING COVER 0 3R 3 POLE UNLESS OTHERWISE NOTED W/ TEST SWITCH, WALL MOUNTED 72" AFF SK SINGLE POLE KEY SWITCH 5. CRITICAL AND LIFE SAFETY LIGHT SWITCHES SHALL BE ROUTED IN CONDUIT AND BOXES OTHER ENCLOSURE NEMA 1 UNLESS NOTED REMOTE FIRE ALARM WITH TEST SWITCH THAN THAT FOR THE NORMAL BRANCH. ESSENTIAL SYSTEM SWITCHES SHALL BE RED IN COLOR. (OS) CORNER WALL MOUNTED OCCUPANCY SENSOR NEMA STARTER SIZE 6. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, (CLASSIFIED AS 1 COMBINATION AUDIBLENISUAL NOTIFICATION DEVICE FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE OS CEILING MOUNTED OCCUPANCY SENSOR ^ BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, XXCD CHIME/FLASHING "FIRE" LIGHT CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: SURFACE MOUNTED CD = CANDELA RATING SL SINGLE POLE SWITCH WITH SECURITY LOCKING KEY A. ALL ELECTRICAL BOXES SHALL BE METALLIC. �— BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, ❑XXCD COMBINATION AUDIBLENISUAL B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. SLV LOW VOLTAGE SWITCH FLUSH MOUNTED NOTIFICATION DEVICE CD =CANDELA RATING C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. SF FAN SWITCH BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, SURFACE MOUNTED F O FIRE ALARM SPEAKER WITH STROBE D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND OTHER SM MANUAL MOTOR STARTER WITH OVERLOAD HEATERS CD = CANDELA RATING (OR APPROVED MATERIAL). BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, S MANUAL MOTOR STARTER WITH OVERLOAD HEATERS FLUSH MOUNTED E. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY OF THE MP AND PILOT LIGHT VISUAL SIGNALING UNIT, WALL MOUNTED WALL RATING SHALL BE MAINTAINED. 'I�— GROUND OR GROUND ROD AS NOTED (NO AUDIO DEVICE) F.THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SD DIMMER SWITCH FIREMAN'S SQUARE INCHES PER 100 SQUARE FEET. (1500 WATTS UNLESS OTHERWISE INDICATED) --�Up CONDUIT TURNING UP PHONE JACK G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL BE DUPLEX RECEPTACLE —ODN CONDUIT TURNING DOWN TS SPRINKLER TAMPER SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. SWITCH CONNECTION E)-- TWIST LOCK RECEPTACLE CONDUIT STUB H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. T FS SPRINKLER WATERFLOW � SURGE PROTECTION TYPE (NSS) — — — — — EXISTING TO BE REMOVED SWITCH CONNECTION I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. SP DUPLEX RECEPTACLE ® PEDESTAL MOUNTED RECEPTACLE EXISTING TO REMAIN ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE 7. NON-METALLIC RACEWAYS SHALL NOT BE USED TO SERVE ANY PATIENT CARE SPACE. ALL WIRING SHALL BE MECHANICALLY PROTECTED BY INSTALLATION IN METALLIC RACEWAYS. NEW ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ® FLOOR OUTLET BOX AND DUPLEX RECEPTACLE H CONNECTION TO CLOSURE/ HOLDER 8. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. WITH APPROPRIATE FLANGE. LIGHTING ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE 9• ALL RECEPTACLES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED UP. FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES H CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR 10. THE NUMBER OF ARROWHEADS ON THE HOMERUNS DENOTES THE NUMBER OF CIRCUITS. AND ONE COMBINATION WI VOICE/DATA OUTLET I--p--� FLUORESCENT STRIP FIXTURE O CEILING HEAT DETECTOR 135° UNLESS OTHERWISE 11. ALL NEW AND EXISTING PANELS AFFECTED BY THIS PROJECT SHALL BE PROVIDED WITH A NEW DUPLEX RECEPTACLE WITH INDICATED. TYPE WRITTEN DIRECTORY. EACH HALF ON SEPARATE CIRCUIT A ---FIXTURE DESIGNATION (BREAKER SHALL BE TWO POLE WITH COMMON TRIP) FLUORESCENT FIXTURE FACP 12. PROVIDE PERMANENT LABEL ON ELECTRICAL PANELS STATING "LOCK/OUT TAG REQUIRED, PANEL 2 a o FIRE ALARM CONTROL PANEL SHALL NOT BE WORKED ON WHILE ENERGIZED". DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER �- �� - —LOWER CASE LETTER INDICATES 13. ELECTRICAL CONTRACTOR TO PROVIDE PANELS WITH AIC/AWR > CALCULATED AFC. ELECTRICAL � DUPLEX SAFETY RECEPTACLE MOUNT CONTROL CIRCUIT SWITCH LEG -- FATTC FIRE ALARM TERMINAL CABINET CONTRACTOR TO PROVIDE FAULT CURRENT LETTER FROM UTILITY DEMONSTRATING COMPLIANCE. COVERPLATES WITH SPANNER HEAD SCREWS —CIRCUIT NUMBER DUPLEX RECEPTACLE WITH TOP HALF SWITCHED Lid FLUORESCENT FIXTURE DIAGONAL SHADING DENOTES FAAP —�— FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED TO LIGHT FIXTURE CONNECTED TO EMERGENCY POWER SOURCE. O- SIMPLEX RECEPTACLE (EWC DENOTES EWC ELECTRIC WATER COOLER. COORDINATE WITH EWC INSTALLER FOR MOUNTING HEIGHT) 4 FLUORESCENT WALL MOUNTED FIXTURE WITH F -\ FIRE ALARM SYSTEM CONDUIT AND WIRING WALL OUTLET BOX GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. WP DOWNLIGHT FIXTURE �E FIREMAN'S ELEVATOR WARNING LIGHT GFI RECEPTACLE MOUNTED ABOVE COUNTER TWO DUPLEX WALL WASH FIXTURE RECEPTACLES WITH COMMON COVER TWO DUPLEX RECEPTACLES WITH COMMON COVER ® EXIT LIGHT FIXTURE DIRECTION ARROWS AS SHOWN MOUNTED ABOVE COUNTER (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) (9�= ISOLATED GROUND DUPLEX RECEPTACLE, WALL MOUNTED EXIT LIGHT FIXTURE IG (ORANGE DEVICE) © CLOCK RECEPTACLE COMM./TV/SECURITY RACEWAY SYSTEM ® SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED a TELEPHONE OUTLET BACK BOX LIGHTING CONTROL TIME CLOCK C = ABOVE THE COUNTER ® PHOTOCELL, MOUNTED ON ROOF FACING NORTH W =WALL MOUNTED DATA OUTLET BACK BOX GN GROUND BAR ® PLUG-IN STRIP WITH RECEPTACLES, 18" O.C. UNLESS 2 DATA OUTLET BACK BOX WITH TWO JACKS OTHERWISE INDICATED TfB JO JUNCTION BOX ® TELEPHONEICOMPUTERTERMlNAL BOARD ■ CONDUIT SEAL -OFF FITTINGS TELEVISION SIGNAL WALL OUTLET SS 1 SURGE SUPPRESSOR 1 = SERVICE ENTRANCE DEVICE Y KEY PAD 2 = DISTRIBUTION BOARD DEVICE 2 = PANELBOARD DEVICE u CARD READER ST SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS —� REMOTE PUSH BUTTON © POWER CONNECTION TO EQUIPMENT O ELECTRIC HAND DRYER NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. 2 3 4 5 6 6 POW LL STU0110 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudloarch.com AA# 26002236 0 COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POW ELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POW ELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: uj FM w Z Lu V .r .� W Z mno AWN•J L.LU)z �110O0 Z111w0 1 ` LL m°:z W y =zU) �m�W 0 OQ OC z —� CL O 0 COD W10 z Z 2 = Lu W 0 C. PROFE%�A�S I�Ekty 600 * fll v w SSIOi`lF��`'' al�"i0-o DEC 1 1 2013 Stephen B. Cotton, P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: DESCRIPTION MARK DATE ISSUE DATE: 7-30-2013 -0 ELECTRICAL LEGEND AND SYMBOLS P0UJr=LL 5TU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powelistudioarch.com AA# 26002236 ® COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 ©Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: E 1= _M D.' qJ LL H z w U d. w Y U a Y cQ G w J O Z 2 Lu rn u5 0 M r LO c m E 0 0 'c m E E rn y D W ANA m O ...1 I Q0r W AMA wm O zu I-' o �a a. z4) _Q W O ITL F a LLJ V a Lu Y Q W 2 H w F�z w (a) 0 b 9P. 0 �c 0 J LL 0 LL Z a PROFESSIONAE's,-eAt�Cl^"�+'-' d> O . °`A.��,•''E NSF t�a tAo 0 .lb 4,•, Fl Off. 2013 Stepheli' B. Cotton, P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: 7-30-2013 Q E-002 ELELCTRICAL SITE PLAN J U O CL W Y U a W Y W J O Z 2 W L0 O M LO (D 0 C E 0 En LO r - O M r U N O a M r O A) 0 o. Y a 0 Y N ar' 9 0 c (D J` CL 0 36 t/1 N to ZD U a N V) M O N r 9. POW LL STU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 . FAX: (877)680-7183 www.powellstudloarch.com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 0 Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj 1�=! Z W 0r LU -_a goo U W��_� z coca 0 U. � OJ M Z�0 0 0 0 .I Liu. Q0W�-`��Z wN 3ZU) �M1W O OQ Z --� W p �a O Qa �°W� Z� Uj Wo �= (1) R: 0 PROFESSIONA, 3t1A.LCfE.N S�c' a 0.1 No 60046' J.. OF `�<J r a. 441j1 jA1F: j 3 Stephen B. Cotton, P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: 2 10.17.13 ADDENDUM 1 Owner Changes DESCRIPTION 3 12.11.13 MARK DATE ISSUE DATE: 7-30-2013 E-003 SITE PHOTOMETRIC PLAN V 011111111m, I POWELL STUD10 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudioa(ch.com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 0 Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: w z w (a) 0 r as 0 0 0 U. 0 0 LL Z Q PROFESSIONAL -SEA4: 0 f 60046 C7 Z rEF:ty. Stephen B. Cotton, P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: 1 2 3 MARK Revision 1 ADDENDUM 1 Owner Changes DESCRIPTION 8-28-13 10.17.13 12.11.13 DATE ISSUE DATE: 7-30-2013 E- 100 ELECTRICAL PLAN J U 0 CL Ud Y Q w Y Q W J O Z 2 LU O M (D 0 C E N O M LO N N "O >J. co r O a� 0 a a� U r, M (V d co M 0 N N POW L.L STU010 A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET . CLERMONT, FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 www.powelisiudioarct).com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 C Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Ix Uj HZ Q LU ZW.--a (.)= gJo (0) w 3-w Z im 0 U. Z Q D - "10 � V O v LL WI LLJ wU Z W m O O v Z —� W� o -Q C Q a I— (Do LU Z CL = W W0 . O PROFESSIQNjSfs�(k� N S F'' •.�" �, ��✓. s10 60046 (� Stephen B. Cotton, P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: 1 8-28-13 Revision 1 3 12.11.13 Owner Changes ---------- ------ DESCRIPTION MARK DATE ISSUE DATE: 7-30-2013 E-200 ONELINE DIAGRAM & PANEL SCHEDULE P. E M� r J z LU U CL w Y U Q a Lu Y Q LU J O z 2 LU rn LIS 0 M v- an an 10 C N E a O O C N 7 E E D Lail ri a WELL. STU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET • CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellshidloarch.com AA# 26002236 rd COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POW ELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 ©Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj I- �Z Q LU LU V rZ •-_a goo V W •- m�o z�m� •J a Z � CL -OC _I 0 TWO 0LLs`� Uj Q°I""Z W �zU) 0 COQ Zv W °�a W Q 0 Q 11L �° zW�' — °'o = WUj PROF E LrC: as e G y N �• �C °�� . • � 0046 DEC 1 i 2013 Stephen B. Cotton, P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: 7-30-2013 E-300 ELECTRICAL DETAILS A B N 0 ri CV) It N r r M 0 N r a 1 2 3 ( 4 I #8 BARE GROUN[ APPROVE GROUND CLAMP PIPE SLEI p"x30'0" COPPERWELD DRIVEN GROUND ROD " . — — — "'"TALLED PER TEMPLATE )NCRETE BASE _T 2ADE 30" 18" ,EWAYS AS REQUIRED HOOP BARS RO„I„ 11. U„RS 30" TWIST ALL LEADS TOGETHER (AS MANY TURNS AS PRACTICAL) AND TIE WRAP BREAKER FEEDING SURGE SUPPRESSOR (TYP) OPTIONAL TVSS DEVICE LOCATIONS (CAT B3 OR C1 AS INDICATED ON DRAWINGS) NEUTRAL BUS CONNECTION PANELBOARD a O O 0 O 0 0 NOTES: V Penetration Firestop for Single TYPICAL SPD DEVICE LOCATIONS (CAT C3 OR AS INDICATED ON DRAWINGS) —TWIST ALL LEADS TOGETHER (AS MANY TURNS AS PRACTICAL) AND TIE WRAP E71 o O o BREAKER FEEDING SURGE SUPPRESSOR NEUTRAL BUS CONNECTION SERVICE ENTRANCE OR DISTRIBUTION PANEL NOTE: MOUNT TVSS DEVICE INA LOCATION TO MAINTAIN ALL LEADS AS SHORT AS POSSIBLE. (18" MAX.) PARKING LOT - POLE BASE DETAIL 6 SPD EXTERIOR MOUNT INSTALLATION 5 No Scale No Scale 5 #310 AWG COPPER TO BUILDING STEEL 20" \\ INSULATOR MOUNTING BRACKET (TYP.)CPI II II 10 0 0 0 0 0 0 101101 0 0000000101L0_1oo oo00000too X CPI 10622-020 OR EQUAL -CPI 10622-020 OR EQUAL L 1-0 DOUBLE LUG (TYP) PROVIDE # 6 COPPER CABLE DOUBLE LUG CLAMP FOR CABLE CONNECTION DIV 26. (1) TO EACH RACK PLUS ONE TO PHONE SWITCH ENTRANCE PROTECTOR. FRONT VIEW GROUND BUS BAR STANDOFF BRACKET CPI 10622-000 \V INSULATOR ISOMETRIC ELEVATION GROUND BAR DETAIL No Scale #3/0 AWG COPPER CABLE TO MAIN SERVICE GROUND POST. INSULATOR (TYP) r•� LA 1 and 2 Hour Fire Rated Through 2 and 4 Hour Fire Rated Through 1. Floor or Wall Assembly - Reinforced lightweight or normal weight (100-150 pef (1600-2400 kg/cu meter)) concrete as specified in the Table in Item 4 NOTES: V Penetration Firestop for Single Penetration Firestop for Single � `Gypsum Metal Pipe through Wall Assemblies �v7 LLJJ LL�� �� � / ; , Metal Pipe through Concrete Floors or Walls TTINH099 using TREMstop IA. Tremco Inc., 2628 1 using FYRE-SIL. Tremco Inc., 2628 6 DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POW ELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND Pearl Road Medina, Z'6 IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER Pearl Road, Medina, s' y � t �� t<, Svstem No. W -L -1158y; December 7, 2001 Ohio 44256 www.tremcofirestop.com t E, t�� System No. 1064 March 16,20M Ohio 44256 www.tremcofirestop.com WL 1158 F Ratings - 1 and 2 Hr. (See Item 1) T Rating - 0 Hr. or tubing to be rigidly supported on both sides of floor or wall assembly. See Table in Item 4 for sizes of penetrants A, B, D and E that may be used. See CAJ 1064 F Ratings - 2, 3 & 4 (See Item 4) T Rating - 0 Hr. Item 3C below for size of conduit that may be used. The annular space shall be as specified in Table in Item 4 below. The following types and sizes of AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. LRatingatAmbient- LessThan 1 CFM/sq.ft. (Drawing nol_ to scale) features: A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber (Drawing not to scale) 5 #310 AWG COPPER TO BUILDING STEEL 20" \\ INSULATOR MOUNTING BRACKET (TYP.)CPI II II 10 0 0 0 0 0 0 101101 0 0000000101L0_1oo oo00000too X CPI 10622-020 OR EQUAL -CPI 10622-020 OR EQUAL L 1-0 DOUBLE LUG (TYP) PROVIDE # 6 COPPER CABLE DOUBLE LUG CLAMP FOR CABLE CONNECTION DIV 26. (1) TO EACH RACK PLUS ONE TO PHONE SWITCH ENTRANCE PROTECTOR. FRONT VIEW GROUND BUS BAR STANDOFF BRACKET CPI 10622-000 \V INSULATOR ISOMETRIC ELEVATION GROUND BAR DETAIL No Scale #3/0 AWG COPPER CABLE TO MAIN SERVICE GROUND POST. INSULATOR (TYP) r•� LA 1 ti 1. Floor or Wall Assembly - Reinforced lightweight or normal weight (100-150 pef (1600-2400 kg/cu meter)) concrete as specified in the Table in Item 4 NOTES: V POWIffELL STU010 A R C H I T E C T U R E below. Floor may also be constructed of any UL Classified hollow -core Precast Concrete Units *. Wall may also be constructed of any UL Classified ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877)680-7183 Concrete Blocks*. Max diam of sleeved opening is 32 in. (813 nun). Max diam of sleeved opening in floors constructed of hollow -core precast concrete 0 WALL ASSEMBLY - THE 1, 2, 3, OR 4 HOUR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE ® COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POW ELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND units is 7 in. (178 nun) CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. SFc; Ti0N A–A 2. Steel Sleeve (Optional) - Nom 32 in. (813 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe sleeve cast or grouted into floor or wall assembly, CONSULTANT: flush with both surfaces of floor or wall. Steel sleeve may be used in 2 and 3 hr F Rated systems only. 3. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit CONDUIT - NOM 4" DIA OR SMALLER STEEL ELECTRICAL METALLIC TUBING. A MAX OF ONE CONDUIT IS ENGINEERING or tubing to be rigidly supported on both sides of floor or wall assembly. See Table in Item 4 for sizes of penetrants A, B, D and E that may be used. See O PERMITTED IN THE FIRESTOP SYSTEM. CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH 1. Wall Assembly The 1 or 2 hour fire -rated gypsum board stud wall assembly shall be constructed of the materials and in the manner specified in the Item 3C below for size of conduit that may be used. The annular space shall be as specified in Table in Item 4 below. The following types and sizes of AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. individual U300,U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction metallic pipes, conduits or tubing may be used: features: A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber A. Steel Pipe - Schedule 10 (or heavier) steel pipe. FILL VOID OR CAVITY MATERIAL - CAULK FILL MATERIAL BEARING THE UL CLASSIFICATION MARKING spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 nun) OC. B. Iron Pipe - Cast or ductile iron pipe. O INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD B. Gypsum Board* One or two layers of nom 1/2 or 5/8 in. (13 or 16 mm) thick gypsum board as specified in the individual Wall and Partition C. Conduit - Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or nom 6 in. (152 nun) diam (or smaller) steel conduit. AND WITH A MIN 1/4" DIAM BEAD OF CAULK APPLIED TO PERIMETER OF CONDUIT AT ITS EGRESS FROM THE Design. Max diam of opening is 15-1/8 in. (384 mm). D. Copper Tubing - Type L (or heavier) copper tubing. WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. E. Copper Pipe - Regular (or heavier) copper pipe. 4. Firestop System - The F Rating of the system is dependent upon the type of concrete, thickness of concrete, annular space, fill and packing material THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS IA. Steel Sleeve- (Optional. Not shown.) Cylindrical sleeve fabricated from min 0.013 in. (0.330 nun) thick (No. 30 gauge) to max 0.056 in. (1.42 min) (No. 16 gauge) galv steel sheet and having a min 1 in. (25 nun) lap along the longitudinal seam. Length of sleeve flush with both walls. Sleeve to thickness, packing material density and penetrant size as shown in the Table below: DEPENDENT UPON THE TYPE OR SIZE OF THE CONDUIT AND THE HOURLY FIRE RATING OF THE WALL be installed by coiling the sheet metal to a diam smaller than the through opening, inserting the coil through the opening and releasing the coil to let it F Rad hr Min Thick Concrete AnnularSpace ace Min Thick Rating p acking Mtl Min Density Packing Md Min Thick Fill Md Penetrant size Diem (or Smaller) ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: uncoil against the circular cutouts in the gypsum board layers. In. (mm) In. (mm) In. (mm) pct(kWcu meter) In. (mm) In (mm) 2. Through Penetrants One metallic pipe, tubing or conduit to be installed either concentrically or eccentrically within the firestop system. Pipe, D, E (Copper) A, B, C tubing or conduit to be rigidly supported on both sides of wall assembly. The pipe, tubing or conduit may be installed at an angle not greater than 45 (Steel, Iron) degrees from the perpendicular. The annular space shall be min 0 (point contact) in. to max 1-7/8 in. (48 nun). The following types and sizes of 2 4-1/2 (114) V2 to 3-3/8 (13 to 86) 3-1/2(89) 6 (96) �2 (13) 4 (102) 16 (406) MAX CONDUIT ANNULAR SPACE, F RATING, HR. T RATING, HR. metallic pipe tubing or conduit may be used: 2 5-1/2(140) 0 to 1-78 (0 to 48) 5 (127) 4 (64) %(13) 4 (102) 16 (406) DIAM, IN. IN. A. Steel Pipe Nom 12 in. (305 inm) diam (or smaller) Schedule 10 (or heavier) steel pipe. 3 4-1/2(114) V2 to 3-3/8 (13 to 86) 3-1/2(89) 6(%) Y2 (13) 4 (102) 8 (203) 3 4-1/2(114) 0 to 2-1/8 (0 to 54) 4-1/4(108) 4 ((A) /. (6) 6 (152) 30 (762) B. Iron Pipe Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe. 4 5-1/2(140) 0 to 1-7/8 (0 to 48) 5 (127) 4 (64) /2 (13) 4 (102) 8 (203) 1 0 TO 3/16 1 OR 2 0,1 OR 2 C. Conduit Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or nom 6 in. diam (or smaller) steel conduit. 1 1/4 TO 1/2 3 OR 4 3 OR 4 D. Copper Tubing Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. Packing Material - Min 3-1/2, 4-1/4 or 5 in. (89, 108 or 127 nun) thickness of min 4.0 or 6.0 pcf (64 or 96 kg/cu meter) mineral wool batt insulation 4 0 TO 1-112 1 OR 2 0 E. Copper Pipe Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. firmly packed into opening as a permanent form as specified in the Table above. Packing material to be recessed from top surface of floor or from both 6 1/4 TO 112 3 OR 4 0 3. Firestop System The firestop system shall consist of the following: surfaces of wall as required to accommodate the required thickness of fill material. 12 3/16 TO 3/8 1 OR 2 0 A. Packing Material (Optional) - Foam backer rod firmly packed into the opening as a permanent form. Packing material to be recessed from both B. Fill, Void or Cavity Material* - Caulk - Min V4 or 1/2 in. (6 or 13 mm) thickness of fill material as specified in the Table above applied within the surfaces of wall as required to accommodate the required thickness of fill material. annulus, flush with top surface of floor or with both surfaces of wall. At the point contact location between pipe and concrete or sleeve, a min 1/2 in. (13 B. Fill, Void or Cavity Material* - (Caulk) Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with both surfaces of mm) diam bead of fill material shall be applied. wall. When annular space exceeds 1/2 in. (13 mm), the min thickness of fill material is 5/8 in. (16 nun). Additional fill material to be installed such TREMCO INC - Fyre-Sil (floors or walls) and Fyre-Sil S.L. (floors) that a min 3/8 in. (10 mm) crown is applied at the pipe/wall interface at the point contact location. *Bearing the UL Classification Mark TREMCO INC - TREMstop Intumescent Acrylic *Bearing the UL Classification Mark Reproduced courtesy o/'Underwirters Laboratories, Inc (ULCUL) Reproduced courtesy of Underwirters Laboratories, Inc (ULICUL) FIRE SAFING DETAIL 3 FIRE SAFING DETAIL 2 CONDUIT PENETRATION OF FIREWALL No Scale No Scale z.2WW UL SYSTEM NO. W -L-1001 2 3 4 5 ►, POWIffELL STU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877)680-7183 www.powelistudloarch.com AA# 26002236 ® COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POW ELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POW ELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj Q Uj WU �-a W�V■- a Z to j . LL ° � yJ - Z�—W °Q TWO Q°W111111111111111110 3:Z W n =zcco OC ° o a 0 Z W 4)O CL Q �° � 4) Qa z.2WW Wo In= CIO CL PROFESSII.b �> .e N SG E q*l ro ' Wr +• 0 4..• �LOR... DEC I ?M Stephen B. Cotton, P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS MARK DATE DESCRIPTION ISSUE DATE: 7-30-2013 E-301 ELECTRICAL DETAILS on L 5TU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudioarch.com AA# 26002236 0 COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POW ELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: 0 _i NO E M qJ LL I— z w U w Y U a� w Y a w J 0 z 2 w rn 0 M r +s C m E a 0 0 'c N E E rn A PROFESSIIQ • \ �' c 0 �`�� T IV _ • LIQ y. °• S i ,ia0 NI\\- a DEC1 Jim Mullen, P.E. Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: 2013 L MARK I DATE I DESCRIPTION ---II ISSUE DATE: 7-30-2013 FP -00 1 FIRE PROTECTION LEGEND AND NOTES F. E M r J I— Z w U d w Y U Q a Y a w J O Z 2 w rn CD 0 M u� w c m E a 0 c N E E .N �i r a A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 • FAX: (877) 680-7183 www.powel lsttidloarch.com AA# 26002236 ® COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POW ELL STUDIO ARCHITECTURE, I.I.C. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 ©Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: uj z w r z c, •_ Lu u Lu goo zm=)o .� p J o0Wo J L LL.a ° W iiiiiiiim z WANA �z� m�1W �o oQ J Z W� C. o a O � 4) tQ a �°W� z' -Q= W W0Cl) �a PROFESSIONAL SEAL: ®�pwpkl0;1lslje®,r N o C) ®� S�AiE O °C`r" s�•401 r �. R �°' i EC i 1 ��� 2013 ®,Ii, P.E. F��onJa license #60195 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: 7-30-2013 FP -1 00 FIRE PROTECTION PLAN F: c E E M r J Z w U CL w Y U Q a Y a w J 0 _Z 2 w ti O M r C N E a O C N E y 4) N coD a 4 1 2 3 COMPRESSED AIR SYMBOL PLUMBING SPECIFICATION AW -ACID WASTE GENERAL ACID VENT CB A. PROVIDE LABOR AND MATERIALS TO PROVIDE A COMPLETE AND OPERATIONAL PLUMBING CD — _ = SYSTEM AS INDICATED. DRAWING PACKAGE BY MECHANICAL AND ELECTRICAL ENGINEERS CUBIC FEET PER HOUR CO SHALL BE CONSIDERED PART OF THESE PROJECT DOCUMENTS. CONT - CONTINUATION B. ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS AS STATED BELOW: - DOMESTIC COLD WATER DI 2010 FLORIDA BUILDING CODE: PLUMBING DN - DOWN LOCAL AUTHORITY HAVING JURISDICTION -DOWNSPOUT DWG INSTALLATION NOTES EXIST - EXISTING A. PENETRATIONS, CUTTING AND PATCHING. SEAL ALL PIPING AND CONDUIT PENETRATIONS A FCO OFWALLS AND FLOORS. PIPING PENETRATIONS OF RATED WALLS AND FLOORS SHALL BE CO 11O CO SEALED WITH FIRESTOPPING MATERIAL. - FUEL OIL FILL FOG HANGERS AND SUPPORTS FOR FD M FD ®C A. INSTALL HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS AS REQUIRED TO PROPERLY FUEL OIL SUPPLY FOV SUPPORT PIPING AND DUCTWORK TO BUILDING STRUCTURE. FS - FLOOR SINK B. INSTALL SUPPORTS IN COMPLIANCE WITH MSS SP -69 AND FACTORY FABRICATED IN FOODSERVICE EQUIPMENT NUMBER �6r--- ACCORDANCE WITH MSS SP -58. ALL COMPONENTS SHALL INCLUDE GALVANIZED COATINGS GPH - GALLONS PER HOUR WHERE INSTALLED FOR PIPING AND EQUIPMENT THAT WILL NOT HAVE A FIELD APPLIED FINISH. GALLONS PER MINUTE GR THERMAL INSULATION HB 1. A. ALL INSULATION AND ADHESIVES SHALL HAVE A COMPOSITE FIRE AND SMOKE HAZARD - HUB DRAIN —� RATING AS TESTED BY PROCEDURE ASTM E84, NFPA 255, AND UL 723 NOT EXCEEDING A HWR DOMESTIC HOT WATER RECIRCULATING FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING OF 50. INVERT ELEVATION IW B. INSULATE ALL COLD AND HOT WATER PIPES AND CONDENSATE DRAIN LINES WITH A KW G MINIMUM OF 314" THICK FLEXIBLE FOAMED PLASTIC UNICELLULAR TUBE INSULATION. - MH INSULATION SHALL BE SLIPPED ONTO THE PIPE BEFORE FINAL JOINING. PAINT INSULATION NC - NORMALLY CLOSED WHERE EXPOSED. - NOT IN CONTRACT NO C. ALL PIPE INSULATION SHALL BE APPLIED TO PIPING WITH ALL JOINTS TIGHTLY FITTED TO NP 7 ELIMINATE VOIDS. ALL JOINTS MUST BE SEALED WITH THE MANUFACTURER'S RECOMMENDED C OD SEALANT. PRV - PRESSURE REDUCING VALVE PLUMBING EQUIPMENT - POUNDS PER SQUARE INCH PVC A. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. RD .. INSTALL UNITS LEVEL AND PLUMB, FIRMLY ANCHORED IN LOCATIONS INDICATED, MAINTAIN C ® CLEANOUTS MANUFACTURER'S CLEARANCES. SD - STORM DRAIN DOMESTIC WATER PIPING SQUARE FEET GENERAL(ALL FLOOR CLEANOUTS): DURO-COATED CAST IRON CLEANOUT WITH MEMBRANE FLANGE REFERENCE ST WITH CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. CLEANOUT CAN BE ADJUSTED TO FINISH A. PROVIDE COPPER TYPE "K' PIPING AND FITTINGS BELOW SLAB. "LEAD FREE SOLDERED OVERFLOW STORM DRAIN FLOOR LEVEL AFTER CONCRETE HAS SET. JOINTS" V -VENT B. PROVIDE COPPER TYPE "L" PIPING AND FITTINGS ABOVE SLAB. "LEAD FREE SOLDERED -VACUUM EXTERIOR: HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP, PROVIDE WITH 18"X 4" THICK JOINTS" VTR CONCRETE COLLAR, SEE DETAIL. C. CPVC TUBING SYSTEM: ASTM D 2846/D 2846M, SDR 11, TUBE AND SOCKET FITTINGS. B PLUG: DURA -COATED CAST IRON FERRULE AND CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. SANITARY SEWER AND VENTS BASIS OF DESIGN A. PROVIDE HUB AND SPIGOT CAST IRON SOIL PIPE AND FITTINGS BELOW SLAB, HUBLESS FLOOR - ZURN - ZN-1405 PIPING COUPLING AND COUPLED JOINTS. CARPETED FLOOR ZURN - ZN-1405 4 TILE FLOOR -ZURN - ZN-14054 B. PROVIDE HUBLESS CAST IRON SOIL PIPE AND FITTINGS ABOVE SLAB, HUBLESS PIPING EXTERIOR FLOOR - ZURN - ZN-1406 COUPLING AND COUPLED JOINTS. WALL - ZURN -1445-4 PLUG - ZURN - Z-1440 C. PROVIDE POLYVINYL CHLORIDE (PVC) SCHEDULE 40 PLASTIC PIPE (TYPE DWV) IN CONFORMANCE WITH STANDARD ASTM D2665. HB 1 HOSE BIBB D. PROVIDE COPPER DWV TUBING FOR ALL EXPOSED WASTE PIPING PER STANDARD ASTM EXPOSED BRASS HOSE BIBB, VACUUM BREAKER BACKFLOW PREVENTER, 314" FEMALE PIPE 875. PAINT SILVER. THREAD CONNECTION AND WHEEL HANDLE. GAS PIPING BASIS OF DESIGN A. FURNISH AND INSTALL GAS PIPING SYSTEM. WOODFORD 24-314" B. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-53, WITH MALLEABLE THREADED FITTINGS. C. CORRUGATED STAINLESS STEEL TUBING IS AN ACCEPTABLE SUBSTITUTION IF THE TUBING IS CSA INTERNATIONAL CERTIFIED WITH MECHANICAL ATTACHMENT AUTOFLARE FITTINGS THAT CONFORM TO THE LATEST ANSI STANDARDS, UL LISTED FOR THRU PENETRATION FIRE STOP AND LISTED WITH FM REQUIREMENTS FOR FLAMMABLE GAS PIPING SYSTEMS. BASIS OF DESIGN - TRACPIPE CSST BY OMEGA FLEX. D. FURNISH AND INSTALL A GAS COCK, DIRT LEG, AND UNION CONNECTION AT EACH PIECE OF EQUIPMENT. E. PITCH PIPING AT A UNIFORM GRADE OF 114" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET, STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. F. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE - -- - LOCAL GAS COMPANY, LOCAL CODES AND APPLICABLE NFPA CODES VALVES C A. PROVIDE TWO-PIECE, FULL -PORT BALL VALVES NIBCO SERIES 585-70. B. PROVIDE BALANCING VALVES GRISWOLD F-2989. C. CHECK VALVES, ROUGH BRASS, REGRINDING BRONZE DISC - STOCKHAM B-345; B-309 OR EQUAL. -�' TESTING, ADJUSTING AND BALANCING E A. PROVIDE TESTING OF THE PLUMBING SYSTEM IN ACCORDANCE, WITH THE FLORIDA BUILDING CODE - PLUMBING. STERILIZATION J A. DOMESTIC WATER PIPING SHALL BE THOROUGHLY FLUSHED OUT AND STERILIZED IN w ACCORDANCE WITH THE FLORIDA BUILDING CODE - PLUMBING. U CL -SCORIATED CLEANOUT COVER (ZURN - Z-1406) 18"x18"x4" THICK aY CONCRETE COLLAR F IN AREAS W/NO SLAB - w Q -CLEANOUT PLUG w J _T. , _- w 0 1n COMBINATION WYE & 1/8TH BEND— E: a 0 \ E D y G1 y D U Q to It co N EXTERIOR CLEANOUT N No Scale 2 1 2 3 4 5 PLUMBING ABBREVIATIONS PLUMBING SYMBOL LEGEND COMPRESSED AIR SYMBOL DESCRIPTION AW -ACID WASTE ABOVE GROUND CONDENSATE DRAIN ACID VENT CB BELOW GROUND CONDENSATE DRAIN CD — _ = DOMESTIC COLD WATER CUBIC FEET PER HOUR CO DOMESTIC HOT WATER CONT - CONTINUATION DOMESTIC HOT WATER RETURN - DOMESTIC COLD WATER DI - ABOVE GROUND SANITARY DN - DOWN - BELOW GROUND SANITARY -DOWNSPOUT DWG SANITARY VENT EXIST - EXISTING HOSE BIBB OR WALL HYDRANT COI ` FCO CLEAN OUT PLUG CO 11O CO WALL CLEANOUT - FUEL OIL FILL FOG - FLOOR CLEAN OUT FOR FD M FD ®C FLOOR DRAIN FUEL OIL SUPPLY FOV SHUT-OFF VALVE IN VALVE BOX FS - FLOOR SINK SHUTOFF VALVE FOODSERVICE EQUIPMENT NUMBER �6r--- - BALL VALVE GPH - GALLONS PER HOUR - CALIBRATED BALANCING VALVE GALLONS PER MINUTE GR CHECK VALVE (SWING) HB 1. PRESSURE REDUCING VALVE - HUB DRAIN —� SOLENOID OPERATED VALVE HWR DOMESTIC HOT WATER RECIRCULATING REDUCED PRESSURE BACKFLOW PREVENTER INVERT ELEVATION IW RELIEF OR SAFETY VALVE KW G - GAS COCK - MH - GAS PRESSURE REGULATOR NC - NORMALLY CLOSED -SHUTOFF VALVE ON RISER - NOT IN CONTRACT NO - CONNECTION, TOP NP 7 - CONNECTION, BOTTOM C OD - ELBOW, TURNED DOWN PRV - PRESSURE REDUCING VALVE - ELBOW, TURNED UP - POUNDS PER SQUARE INCH PVC - TEE, TURNED UP RD .. - TEE, TURNED DOWN C SAN - CAP SD - STORM DRAIN - DIRECTION OF FLOW SQUARE FEET QREVISION REFERENCE ST 1 - DETAIL REFERENCE: TOP -DETAIL#, OVERFLOW STORM DRAIN P2.01 BOTTOM -DRAWING# SHOWN ON 5 PLUMBING ABBREVIATIONS SYMBOL DESCRIPTION CA COMPRESSED AIR AFF - ABOVE FINISH FLOOR AW -ACID WASTE AV ACID VENT CB CATCH BASIN CD CONDENSATE DRAIN CFH CUBIC FEET PER HOUR CO -CLEANOUT CONT - CONTINUATION CW - DOMESTIC COLD WATER DI - DEIONIZED WATER DN - DOWN DS -DOWNSPOUT DWG - DRAWING EXIST - EXISTING °F - DEGREE FAHRENHEIT FCO - FLOOR CLEANOUT FD - FLOOR DRAIN FOF - FUEL OIL FILL FOG - FUEL OIL GAGE FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FOV FUEL OIL VENT FS - FLOOR SINK FSE# FOODSERVICE EQUIPMENT NUMBER G GAS GPH - GALLONS PER HOUR GPM GALLONS PER MINUTE GR KITCHEN WASTE (GREASE) HB HOSE BIBB HD - HUB DRAIN HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RECIRCULATING IE INVERT ELEVATION IW - INDIRECT WASTE KW KILOWATT LBS -POUNDS MH -MANHOLE NC - NORMALLY CLOSED NIC - NOT IN CONTRACT NO - NORMALLY OPEN NP - NON -POTABLE WATER NTS - NOT TO SCALE OD - OUTSIDE DIAMETER PRV - PRESSURE REDUCING VALVE PSI - POUNDS PER SQUARE INCH PVC - POLYVINYL CHLORIDE PIPE RD - ROOF DRAIN RPBP - REDUCED PRESSURE BACKFLOW PREVENTOR SAN - SANITARY SD - STORM DRAIN SF SQUARE FEET SH -SHEET ST - STORM STO OVERFLOW STORM DRAIN SW SOFT COLD WATER V -VENT VAC -VACUUM VC - VACUUM CLEANING VTR - VENT THRU ROOF WCO - WALL CLEANOUT WTR -WATER NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT DOUBLE TWO-WAY CLEANOUT 3" VENT, SEE PLANS FOR LOCATION INLET(2112" ABOVE OUTLET) — SAND CUSHION GREASE INTERCEPTOR No Scale 4 n PLUMBING GENERAL NOTES 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS -BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. 4. FIELD VERIFY EXISTING INSTALLATIONS, MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK. 5. NOTIFY OWNER AT LEAST 24 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR WORKING HOURS, 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. 7. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. 8. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. 9. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS. 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES, FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR, SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 11. FLASH AND COUNTER -FLASH ROOF PENETRATIONS. 12. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. 13. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1' MINIMUM CLEARANCE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. 14. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 15. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. 16. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. 17. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. 18. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE. 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. 20. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. 21, COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE-ROUTED AT NO ADDITIONAL COST. 22. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE. 23. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. "OLDCASTLE PRECAST" CONCRETE 24" DIAMETER PRECAST GREASE INTERCEPTOR (TRAFFIC CONCRETE MANHOLE BARREL SECTION DUTY LID) HEAVY DUTY MANHOLE DOUBLE T -_7 AS REQUIRED \ COVER AND FRAME WO -WAY (TRAFFIC DUTY) CLEANOUT CONCRETE =III IIIIII-III -III 1- I :III -III .. CAST IRON TEE WI -_ rl FAN(11 IT DI I Ir CID r�1 - - _-- -� OUTLET - \ WATER LEVEL - GROUT (TYP) POWEEELL5TU010 A R C HI T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: 1877) 680-7183 www,Powelistudioarch.com AA# 26002236 0 COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POW ELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 0 Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: w Uj Z Q Uj o CZW•-_a V LU ■=o . W m Zm0 •JU- Zai o ozwo q LLJ mRo.z WCL SzU) m LU o JOa Zv O C. a C � LLJ z' = Lu W o PROFESSIONAL SFAl, (00 ,hAI MuBeA E. Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: DATE I DESCRIPTION ISSUE DATE: 7-30-2013 P-00 I PLUMBING SPECIFICATIONS, >CHEDULES, AND NOTES ti v is N r M N r N P U■JEL■■ L 5iTUD10 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877)680-7183 www.powellstudioarch.com AA# 26002236 ® COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POW ELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: uj F- Z aW Z .0 w -a Uw=.Jo =_� zom � OJ LL m Z 0 OZ1110 a�0w111111111111110ml�:Z W =zU) W pC m O 0.4 W J Zv W� o �a ~ O Qa (.9 4 WI UJ� za= uj W03.0 �� o. PROFESSIQ�Iwi,SEAL , No -13 ®®'ar0 NA m mulllen, RED EC 1 1 W Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: 1 —1 8---2-84"Rision MARK DATE DESCRIPTION ISSUE DATE: 7-30-2013 P-1 00 PLUMBING PLAN PO E J I— z w U a. w i Y U W Y tY a Lu J O z m w U) Lh r, 0 M r c a) E a 0 O 'c m E E N A POUJF.LL 5TU010 A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET • CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680.7183 www.powellstudloorch.com AA# 26002236 ® COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POW ELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POW ELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: uj I- Z LLJ Z u W� •--a goo V Lu •-— ��oc ZIm° AMA °ao oa Z�� V Q TWO U. < 0 UJ Fm m z Wy 4wzU) ° JoQ OC z C. a O �° oc WE Z Qa •� Z' uj Wo �a PROFESSIONADSEAL-, ,ty v s .a oL °°���.c��•� C O R '*•,;si0NP� `"""` DEC 1 1 glm Mullen, P. E. Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: MARKDATE DESCRIPTION ISSUE DATE: 7-30-2013 P-200 PLUMBING RISERS n C c 4c) U c 0 E- m 0 c E c4i M_ O_ G w c c� 3 0 0 c E 0) cn O c'n 1 I 2 TABLE 1: DESIGN LOADS STRUCTURAL ABBREVIATIONS WIND LOAD A 100 PSF L 139 MPH -, A.B. ANCHOR BOLT L LENGTH ABV ABOVE LDG LANDING A.C.I. AMERICAN CONCRETE INSTITUTE LG. LONG ADD'L. ADDITIONAL L.L. LIVE LOAD A.F.F. ABOVE FINISH FLOOR LLH LONG LEG HORIZONTAL AGGR AGGREGATE LLV LONG LEG VERTICAL A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION LNTL LINTEL A.I.S.I. AMERICAN IRON AND STEEL INSTITUTE L.S.H. LONG SLOTTED HOLES AL. ALUMINUM LONG LONGITUDINAL ALT ALTERNATE L.P. LOW POINT ARCH ARCHITECT(URAL) L.V.L. LAMINATED VENEER LUMBER ASPH ASPHALT DECK (10 SF) 18.5 PSF A.S.T.M. AMERICAN SOCIETY OF TESTING MATERIALS M 18.5 PSF A.W.S. AMERICAN WELDING SOCIETY - -41.6 PSF 14.6 PSF -49.3 PSF MAS MASONRY B 14.6 PSF MAX MAXIMUM -49.3 PSF 14.6 PSF M.B. MASONRY BEAM B/ BOTTOM OF MBM METAL BUILDING MANUFACTURER B.B. BOND BEAM M.C. MOMENT CONNECTION BIT BITUMINOUS MCJ MASONRY CONTROL JOINT BLDG. BUILDING MECH MECHANICAL BLW BELOW MEZZ MEZZANINE BM. BEAM MFR MANUFACTURE(R) BOT BOTTOM MIN MINIMUM B.P. BASE PLATE ML. MICROLAM BRDG BRIDGING MOM MOMENT BRG BEARING M.O. MASONRY OPENING BRK BRICK M.S. METAL STUD B.S. BOTH SIDES MTL METAL BTWN BETWEEN B.U. BUILT UP N C N.S. NEAR SIDE NTS NOT TO SCALE C/C CENTER TO CENTER C.B. CONCRETE BEAM O CANT CANTILEVER C.C. CONCRETE COLUMN OA. OVERALL C.I.P. CAST IN PLACE O.B. OVER BUILT C.J. CONSTRUCTION/CONTROL JOINT O.C. ON CENTER C OR CL CENTERLINE O.D. OUTSIDE DIAMETER CLR CLEARANCE) O.F. OUTSIDE FACE C.M. CONCRETE MASONRY OPNG OPENING C.M.U. CONCRETE MASONRY UNIT OPP OPPOSITE COL COLUMN COORD COORDINATE P CONIC CONCRETE CONN CONNECTION P.A.F. POWDER ACTUATED FASTENER CONT CONTINUOUS PC. PRECAST CONTR CONTRACTOR PERP PERPENDICULAR CONST CONSTRUCTION PE PRE-ENGINEERED CSK SOUNTERSINK PENN PENETRATION CS.J CONSTRUCTION JOINT PERIM PERIMETER CTR CENTER P OR PL PLATE CTR'D CENTERED PLY PLYWOOD P.L.F. POUNDS PER LINEAL FOOT PNL PANEL D PREMANUF PRE -MANUFACTURED PREFAB PRE -FABRICATED DBL DOUBLE P.S.F. POUNDS PER DQUARE FOOT D.L. DEAD LOAD P.S.I. POUNDS PER SQUARE INCH DEPT DEPARTMENT P.S.L. PARALLEL STRAND LUMBER DIA DIAMETER PTN PARTITION DIAG DIAGONAL P.T. PRESSURE TREATED DIM DIMENSION DIST DISTANCE R DN. DOWN DTL DETAIL R RADIUS DWG DRAWING REF REFERENCE DWL DOWEL REINF REINFORCE(D) (ING) REQ REQUIRE EREQ'D REQUIRED _ REV REVIEWED EA. EACH RF ROOF E.E. EACH END RTN RETURN E.F. EACH FACE RW RETAINING WALL E.J. EXPANSION JOINT ENG ENGINEER S EL. ELEVATION EQ. EQUAL SCH SCHEDULE EQ. SP. EQUAL SPACE(S) (ING) S.E. SLAB EDGE E.S. EACH SIDE SECT SECTION E.W. EACH WAY S.F. STEP FOOTING EXT EXTERIOR SHT SHEET SIM SIMILAR F S.J. SAWCUT JOINT - SJI STEEL JOIST INSTITUTE F/ FACE OF SL. SLOPE F.D. FLOOR DRAIN SP. SPACE(S) F.F. FINISH FLOOR SPECS SPECIFICATIONS FRN FOUNDATION SQ. SQUARE FIN FINISH S.S. STAINLESS STEEL F.G. FINISH GRADE STD STANDARD FLR FLOOR STL STEEL FLG FLANGE STIR STRENGTH F.S. FAR SIDE STRL STRUCTURAL FT. FOOT S.W. SHEAR WALL FTG FOOTING SYMM SYMMETRICAL S.P. SOUTHERN PINE G S.P.F. SPRUCE PINE FIR GA. GAGE OR GAUGE T GALV GALVANIZE - G.B. GRADE BEAM T.B. TIE BEAM G.C. GENERAL CONTRACTOR T&B TOP & BOTTOM GLB GLU-LAM BEAM TDS TURN DOWN SLAB GR. GRADE TEMP TEMPERATURE TMD THREADED H THK THICK THNS THICKENED SLAB H.C. HOLLOW CORE TOP'G TOPPING HK. HOOK TYP. TYPICAL HORIZ HORIZONTAL T/ TOP OF H.P. HIGH POINT TRANS TRANSVERSE H.S. HEADED STUD HT HEIGHT U I LINO UNLESS NOTED OTHERWISE I.D. INSIDE DIAMTER v I.F. INSIDE FACE INT INTERIOR VERT VERTICAL J W JST JOIST WD WOOD JT JOINT W.F. WALL FOOTING W.F. WIDE FLANGE K W.Q. WINDOW OPENING (MASONRY) _ W.P. WORKING POINT K KIP WS. WATERSTOP K.O. KNOCK OUT WT WEIGHT KWY KEYWAY WWF WELDED WIRE FABRIC W/ WITH TABLE 1: DESIGN LOADS LIVE LOAD WIND LOAD SLAB ON GRADE 100 PSF BASIC WIND SPEED (3 SEC. GUST) _-- 139 MPH -, ___........_.... . ROOF .... ..._.._._ ............. .............. _ 20 PSF ......... -__...._. BUILDING CATEGORY EXPOSURE INTERNAL PRESSURE COEFFICIENT, ENCLOSED C +/-0.18 COMPONENT & CLADDING PRESSURE WINDOWS AND DOORS SEE TABLES BELOW SEE TABLES BELOW DEAD LOAD SUPERIMPOSED ROOF 25 PSF INTERIOR WALLS (U.N.O.) 6.3 PSF COMPONENTS AND CLADDING PRESSURES AT EXTERIOR WALLS EFFECTIVE AREA OF OPENING ZONE 4 ZONE 5 POSITIVE NEGATIVE POSITIVE NEGATIVE < 10 SF - ------ - 20 SF _.._.... _...... _........................ - 50 SF ............................................ > 100 SF 41.6 PSF 39.7 PSF 37.3 PSF ..... 35.4 PSF -45.0 PSF -43.1 PSF -40.8 PSF 1 -38.9 PSF 41.6 PSF 39.7 PSF 37.3 PSF 35.4 PSF -55.4 PSF -51.6 PSF -47.0 PSF -43.1 PSF COMPONENTS AND CLADDING PRESSURES AT ROOF TYPE OF COMPONENT (EFFECTIVE AREA) ZONE 1 ZONE 2 ZONE 3 POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE ROOFING (1 SF) 18.5 PSF -45.4 PSF 18.5 PSF -76.2 PSF 18.5 PSF -76.2 PSF DECK (10 SF) 18.5 PSF -45.4 PSF 18.5 PSF -76.2 PSF 18.5 PSF -76.2 PSF JOIST ( 100 SF) 14.6 PSF -41.6 PSF 14.6 PSF -49.3 PSF 14.6 PSF -49.3 PSF JOIST ( 150 SF) 14.6 PSF -41.6 PSF 14.6 PSF -49.3 PSF 14.6 PSF 49.3 PSF NOTES: WIND PRESSURES IN THE TABLES ABOVE ARE BASED ON CALCULATIONS FROM ASCE 7-10. FOR ALLOWABLE STRESS DESIGN FOR WINDOWS AND DOORS, USE THE FOLLOWING EQUATION: ALLOWABLE PRESSURE = ULTIMATE PRESSURE IN TABLE ABOVE x 0.6 m TYP TYP a TYP WIND PRESSURE ZONE PLAN FLAT ROOFS h-60FT a = 8'-0" 4 CODES AND STANDARDS ALL WORK SHALL CONFORM TO THE FOLLOWING CODES AND STANDARDS. USE THE LATEST EDITION UNLESS NOTED OTHERWISE. 1. FLORIDA BUILDING CODE - 2010. 2, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" - ASCE 7-10. 1 3. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-08. 4. "ACI MANUAL OF CONCRETE PRACTICE" - PARTS 1 THROUGH 5 - LATEST EDITION. 5. "STEEL CONSTRUCTION MANUAL" - THIRTEENTH EDITION. 6. "STRUCTURAL WELDING CODE ANSUAWS D.1.1-08", AMERICAN WELDING SOCIETY. 7. NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS - LATEST EDITION. 8. "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES", ACI 530-08 GENERAL CONDITIONS 1. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, DRAWINGS AND SPECIFICATIONS, THE MOST RIGID REQUIREMENT MUST GOVERN. 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE CONSTRUCTION SITE, 3. THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. 4. THE OWNER WILL ENGAGE AN APPROVED TESTING AGENCY TO PROVIDE SERVICES AS INDICATED BELOW. SUBMIT REPORTS TO STRUCTURAL ENGINEER AND ARCHITECT. a. TEST CONCRETE IN ACCORDANCE WITH ASTM C172 AND C31. SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS. b. TEST MASONRY GROUT IN ACCORDANCE WITH ASTM C1019. C. TEST SOIL COMPACTION PER LATEST GEOTECHNICAL REPORT. (U.N.O.) d. VISUALLY INSPECT FIELD WELDS, BOLTED CONNECTIONS AND OTHER STRUCTURAL STEEL CONNECTIONS. FOUNDATION NOTES 1. ALLOWABLE NET SOIL BEARING PRESSURE IS 2000 PSF. PROJECT GEOTECNICAL ENGINEER MUST CONFIRM THE ALLOWABLE SOIL BEARING PRESSURE. 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. A CERTIFIED TESTING AGENCY SHALL PERFORM SOIL DENSITY TESTS TO ENSURE CONFORMANCE WITH THE GEOTECHNICAL REPORT. SUBMIT ALL TEST RESULTS TO THE PROJECT ARCHITECT AND ENGINEER. 3. CONTRACTOR IN CONJUNCTION WITH PROJECT GEOTECHNICAL ENGINEER SHALL VERIFY EXISTING FIELD CONDITIONS DURING EXCAVATION THAT MAY AFFECT THE ALLOWABLE BEARING PRESSURE AND OR THE INSTALLATION OF THE FOUNDATION SYSTEM PRIOR TO STARTING WORK. 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. 5. CONCRETE FOR THE FOUNDATIONS SHALL BE PLACED WITHIN 24 HOURS OF THE SUB GRADE APPROVAL BY THE PROJECT GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. MASONRY NOTES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1500 PSI). 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/811. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND A SLUMP BETWEEN 8" TO 11." JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED. DO NOT USE MIX DESIGNS OTHER THAN THE GROUT MIX APPROVED FOR THE MASONRY CONSTRUCTION. 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 10'-0" OR 192 x BAR DIAMETER WHICHEVER IS LESS. REINFORCEMENT SHALL BE PLACED AT THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAILS FOR ADDITIONAL INFORMATION. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM 50 BAR DIAMETERS. EXTEND ALL VERTICAL REINFORCEMENT TO WITHIN 2" OF TOP OF WALL OR COLUMN UNLESS NOTED OTHERWISE. 7. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD LADDER TYPE DUR-O-WAL (ASTM A-82 #9 GAGE WIRE) AT 16" O.C., UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 8. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6". LAP WITH STANDARD'T' AND'L' SHAPED PIECES AT INTERSECTIONS AND CORNERS. 9. PROVIDE A MINIMUM OF 3 COURSES HIGH BY 2 COURSES WIDE GROUTED SOLID MASONRY AT BEAM BEARING POINTS. 10. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 11. PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT AND McELROY ENGINEERING FOR REVIEW. 12. PROVIDE A FULLY GROUTED KNOCK OUT BLOCK OR U -BLOCK REINFORCED WITH (1) #5 CONTINUOUS AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 8" BEYOND EACH SIDE OF THE OPENING TYPICALLY. 13. MORTAR PLACEMENT: A. USE BED JOINT BETWEEN 1/4" AND 3/4" THICK AT FOUNDATIONS. B. USE 3/8" THICK JOINTS BETWEEN UNITS. C. TOOL ALL JOINTS WITH A ROUND JOINTER WHEN THE MORTAR IS THUMBPRINT HARD, UNLESS OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. D. PLACE MORTAR ON CLEAN UNITS WHILE THE MORTAR IS SOFT AND PLASTIC. E. DO NOT DISTURB THE UNIT AFTER IT IS INITIALLY POSITIONED. F. PLACE MORTAR SO THAT ALL JOINTS OF SOLID UNITS ARE FULLY FILLED WITH MORTAR. G. FILL THE BED AND HEAD JOINTS OF HOLLOW UNITS WITH MORTAR, SPREAD ACROSS THE WIDTH OF THE FACE SHELL. H. MORTAR CROSS WEBS IN HOLLOW UNITS FOR THE FOLLOWING SITUATIONS: 1) ADJACENT TO CELLS TO BE GROUTED FOR PARTIALLY GROUTED CONSTRUCTION. 2) STARTING COURSE ON FOUNDATIONS AND OTHER SUPPORTS. 3) ALL PIERS, COLUMNS AND PILASTERS THAT ARE TO BE FULLY FILLED WITH GROUT. I. REMOVE PROTRUSIONS OF MORTAR INTO COLLAR JOINTS CAVITIES AND CELLS OF HOLLOW UNITS IF THEY PROJECT MORE THAN '/2'. J. DO NOT SLUSH MORTAR INTO HEAD JOINTS. K. FILL HOLES IN THE MORTAR. 14. PROVIDE ADEQUATE BRACING AND SUPPORT OF MASONRY UNTIL PERMANENT CONSTRUCTION IS IN PLACE. 5 P. CAST -IN-PLACE CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." ACI 301, LATEST EDITION. 2. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: PLACEMENT MINIMUM STRENGTH MAX W/C RATIO FOOTINGS 3000 PSI (U.N.O.) 0.58 (U.N.O.) SLAB ON GRADE 3500 PSI 0.54 CONCRETE COLUMNS / BEAMS 5000 PSI (U.N.O.) 0.50 (U.N.O.) REMAINING CONCRETE 4000 PSI 0.52 3. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT. CONCRETE PLACED WITH A PUMP SHALL HAVE A SLUMP OF 5" PLUS OR MINUS 1". BUILDER MAY ELECT TO PROVIDE AN ALTERNATE MIX DESIGN WITH HIGH RANGE WATER REDUCER WITH A HIGHER SLUMP. SUBMIT ALTERNATE MIX DESIGN FOR REVIEW. 4. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3., METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF ACI 318. 5. PLACING CONCRETE: A. PLACE CONCRETE IN COMPLIANCE WITH ACI 304 AND AS HEREIN SPECIFIED. B. BEFORE PLACING ANY CONCRETE IN FORMWORK, THOROUGHLY CLEAN AND WASH-OUT FORMS WITH WATER. C. IF EARTH AT BOTTOM OF FORMS HAS DRIED -OUT, RE -WET SO THAT SOIL IS MOIST, BUT FREE FROM STANDING WATER AND MUD, D. THOROUGHLY WET WOOD FORMS IMMEDIATELY BEFORE PLACING CONCRETE WHERE FORM COATINGS ARE NOT USED. E. CONVEY CONCRETE FROM MIXER TO FINAL POSITION BY METHODS WHICH WILL PREVENT SEPARATION OR LOSS OF MATERIALS. F. MAXIMUM HEIGHT OF CONCRETE FREE FALL IS 4 FT, (U.N.O.) G. REGULATE RATE OF PLACEMENT SO CONCRETE SURFACE IS KEPT LEVEL THROUGHOUT, A MINIMUM BEING PERMITTED TO FLOW FROM ONE AREA TO ANOTHER. USE TREMIE HEADS SPACED AT APPROXIMATELY 10 FT. INTERVALS FOR PLACING CONCRETE IN WALLS. CONTROL RATE OF POUR CONSISTENT WITH FORM DESIGN. H. DEPOSIT CONCRETE IN CONTINUOUS OPERATION UNTIL SECTION BEING PLACED HAS BEEN COMPLETED. 6. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A - 615 GRADE 60. 7, ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 8, CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. COORDINATE BEARING CONDITIONS REQUIRED BY PRECAST CONCRETE WALL PANEL BEFORE PLACING CONCRETE. 9. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED, 10. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLAB EDGES. 11. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 12. CONTRACTOR SHALL PROVIDE 3/4" INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. 13, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 11/2' INTERIOR BEAMS AND COLUMNS U.N.O. 2" EXTERIOR BEAM, WALLS AND COLUMNS 3/4" INTERIOR FLAT SLABS 11/4 " EXTERIOR FLAT SLABS 14. HORIZONTAL WALL AND FOOTING BARS SHALL BE BENT V-0" AROUND CORNERS OR CORNER BARS AND 21- 0" LAP SHALL BE PROVIDED. 15. HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN WALL FOOTINGS WITH A DEPTH OF 1 1/z INCHES AND A HEIGHT EQUAL TO ONE-THIRD OF THE MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT AND McELROY ENGINEERING. 16. CONTRACTOR SHALL KEEP A COPY OF "FIELD REFERENCE MANUAL" (ACI PUBLICATION SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE. 17. REINFORCEMENT SPLICES SHALL NOT BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE PROJECT STRUCTURAL ENGINEER. WHERE INDICATED THE MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE CLASS B PER ACI 318, SECTION 12.14 AND 12.15 EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS, SEE TABLES PROVIDED. 18. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER. 19. FORMWORK A. DESIGN, ERECT, SHORE, BRACE, AND MAINTAIN FORMWORK, ACCORDING TO ACI 301, TO SUPPORT VERTICAL, LATERAL, STATIC, AND DYNAMIC LOADS, AND CONSTRUCTION LOADS THAT MIGHT BE APPLIED, UNTIL CONCRETE STRUCTURE CAN SUPPORT SUCH LOADS. B. CONSTRUCT FORMWORK SO CONCRETE MEMBERS AND STRUCTURES ARE OF SIZE, SHAPE, ALIGNMENT, ELEVATION, AND POSITION INDICATED, WITHIN TOLERANCE LIMITS OF ACI 117. C. CONSTRUCT FORMS TIGHT ENOUGH TO PREVENT LOSS OF CONCRETE MORTAR. D. PROVIDE TEMPORARY OPENINGS FOR CLEANOUTS AND INSPECTION PORTS WHERE INTERIOR AREA OF FORMWORK IS INACCESSIBLE. CLOSE OPENINGS WITH PANELS TIGHTLY FITTED TO FORMS AND SECURELY BRACED TO PREVENT LOSS OF CONCRETE MORTAR. LOCATE TEMPORARY OPENINGS IN FORMS AT INCONSPICUOUS LOCATIONS. E. RETIGHTEN FORMS AND BRACING BEFORE PLACING CONCRETE, AS REQUIRED, TO PREVENT MORTAR LEAKS AND MAINTAIN PROPER ALIGNMENT. F. COAT CONTACT SURFACES OF FORMS WITH FORM -RELEASE AGENT, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS, BEFORE PLACING REINFORCEMENT. G. PREPARE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS WHEN NECESSARY TO PROVIDE SAFETY FOR WORKERS. w z 1 2 3 4 5 z LL STU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET • CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 6807183 www.powelistudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO CONSULTA McElroyEngii Ree -, STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE: 407.245.8775 FAX 407.245.8744 WEBSITE: mcelroyeng,com ME PROJECT NO: 1013-30 OWNER / PROJECT: PROFESSIO ,,ik1i/ll�I' �Q+ •.0 op, iii ••• 'i do 00 90 0.447 STATE OF a 'P % 4r ;. O,r All _ ROP • ,`mow sS'O`TNA 1 E```%S� 111 PROJECT NO: PSA2013-25 REVISIONS: %11\ 108.28.131 TENANT REVIEW 0 ILIA 0 U.Z U) 1 ■ MARK I DATE I DESCRIPTION ■ ISSUE DATE: 07.31.13 S001 GENERAL NOTES A 1 1 2 3 I 4 22'- 7 1/2' 11' - 0 1/2" 25'- 11 5/8" 26'- 0 3/8" 11' - 0 1/2" 22'- 7 1/2" 1 ...-- - -- ----—'---------- ..._.........._...— -.. II I 9'-1 " -0"18'-0" 4'-0" 10'-0" 4'-0" 18'-0" 4-0 10-0 4-0 18-0 / – — \Jp 10 10 4" - SEE NOTA 7.....` ....... SEE NOT 7 s '`. I.4 2 6 (C2�` �...... 7 0 l 12 (C2 S61 7.0........E I 3 S602 3 / 7 0 iC2! l 10 �C2 "\ S602 -- S602 5602 5602FF E FOUNDATION PLAN NOTES: 1. SEE GENERAL NOTES ON DRAWING S001 & S002. '` 4.) TOP OF FOOTING ELEVATION IS -2'-0" U.N.O. (THIS IS A GENERAL NOTES INCLUDE CODES AND STANDARDS, j REFERENCE ELEVATION ONLY). DESIGN LOADS AND OTHER REQUIREMENTS. 5. SEE THE ARCHITECTURAL DRAWINGS FOR SLAB EDGE 2. PREPARE THE SLAB SUB -BASE AND COMPACT THE SOIL AND OTHER DIMENSIONS NOT GIVEN. CONTRACTOR PER THE PROJECT GEOTECHNICAL REPORT AND THE (" �' MUST COORDINATE AND VERIFY ALL DIMENSIONS CIVIL DRAWINGS WHICHEVER REQUIREMENT IS MORE WITH PROJECT ARCHITECT PRIOR TO FABRICATION. RIGID.-_', 1 ( ..... C'y _; 1._ ( 6. � PROVIDE (2) #4 x 4'-6" LG BARS AT TOP OF SLAB AT 3. SLAB ON GRADE IS 4" MINIMUM THICK CONCRETE SLAB ? ALL RE-ENTRANT CORNERS. U.N.O. REINFORCE ALL SLABS WITH 6x6 - W2.1xW2.1 WELDED WIRE FABRIC PLACED 1-1/2" FROM TOP OF7. PROVIDE SOLID CONCRETE PEDESTAL. REINFORCE SLAB. PROVIDE A 15 MIL POLYETHEYLENE VAPOR` WITH #4 AT 12" O.C. EACH WAY TOP. PROVIDE #4 MID BARRIER AT ALL ENCLOSED AREAS. i /iALL AROUND PEDESTAL. PROVIDE #5 DOWELS AT 16" O.C. AROUND PERIMETER OF CONCRETE PEDESTALS. .. r LEGEND D r� c _� -- - "i ? _.i, _ � , j. I I •, —i -i__ G.S.J. I I 30 0 IINDICATES FOOTING TYPE. SEE FOOTING `� N °�° t ( I F# SCHEDULE FOR SIZE AND REINFORCEMENT. N ` / \ 10 INDICATES MONOLITHIC SLAB EDGE. SEE CONCRETE SLAP A ON GRADE S602 TS# FOOTING SCHEDULE FOR SIZE AND r _SEE NOTE N '.. _ I I `• REINFORCEMENT. � SEE NOT7 $,J, INDICATES SAWCUT JOINT PER DETAIL "5/S601". ._ SEE NOTE / cn I _ S.J. S.J. 7.0 _ N0. 6. / U U \ 171 INDICATES CONSTRUCTION JOINT PER TYPICAL t r \ ) / i ( �,\ -, S.J. I DETAIL 6/S601 ORAS REQUIRED OTHERWISE. , _ ...: ._. �i INDICATES ISOLATION JOINT WITH 1/2" THICK __ __! i' rC1� FUTURE CONCRETE % ,, FUTURE CONCRETE i (C1.t I '1 y 1 I ASPHALT -IMPREGNATED BOARD PER DETAIL 7.0 \ SLAB ON GRADE / 6 SLAB ON GRADE -' \. C2 �.. !.I cn I 4/S601 �S101 )FOUNDATION PLAN 1/ 8" = l' -Orr 4'E c U c 0 4) 0 c E 4) to M ch 0 i= LU a� c c m U c 3 0 H W 0 c E m Tn 0 co I M r O M r O U co 1- U LU O a. 33'-8" j 25'- 11 5/8" 26'- 0 3/8" 1 33' - 8" INDICATES 8" REINFORCED MASONRY WALL. - REINFORCE WITH VERT #6 AT 32" O.C. (U.N.O.) -..._ INDICATES 8" REINFORCED MASONRY WALL. REINFORCE WITH VERT #5 AT 48" O.C. (U.N.O.) INDICATES ADDITIONAL VERTICAL REINFORCEMENT AT CENTER OF WALL GROUTED SOLID UNLESS NOTED OTHERWISE, BAR SIZE MUST MATCH WALL REINF. NOTED. TYPICAL ALL MASONRY: DOWEL ALL REINFORCING INTO FOOTINGS, EXTEND VERTICAL REINFORCEMENT FULL HEIGHT OF WALL GROUT CELLS SOLID AT REINFORCING. SEE ARCHITECTURAL DRAWINGS FOR OPENINGS IN CMU WALL. SEE TYPICAL SECTION "1/S601" AND "2/S601" FOR HIGH AND LOW LIFT GROUTING DETAILS. GROUT SOLID ALL WALL BELOW GRADE. w z 2 3 4 5 6 Abp POWELLSTUE310 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (3521874-2340 • FAX: (877) 680-7183 www.powellstudioarc h.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC, THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO CONSULTA '- McEtroyEngineerin STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE: 407.245.8775 FAX 407.245.8744 WEBSITE: mcelroyeng.com ME PROJECT NO: 1013-30 OWNER / PROJECT: PROJECT NO: PSA2013-25 REVISIONS: 1_ 08.28.13 TENANT REVIEW ISSUE DATE: 07.31.13 S101 FOUNDATION PLAN E 3 1.7) i 2 �� (� 3�) 4 _ 119'-4 _ 11' - 0 1/2" 25'- 11 5/8" 26'- 0 3/8" 11' - 0 1/2" 4 4.3/ i 4.9 ..5 ,)(5.2 1, 2 4 1/2 ,�, I 22'- 7 1/2" T w U 3 a� 0 c E m M M 0 F LU a� c a> U c 3 0 H (D 0 c E 4) U) O M M O r M r O U U w 0 d 5 ROOF FRAMING PLAN NOTES: 1. SEE GENERAL NOTES ON SHEETS S001 & S002. 2. TOP OF STEEL ELEVATIONS VARY. SEE STRUCTURAL AND ARCHITECTURAL PLANS AND SECTIONS FOR REQUIRED ELEVATIONS. FIELD VERIFY PRIOR TO CONSTRUCTION, 3. METAL ROOF DECK SHALL BE GALV 1-1/2" TYPE B DECK: Fy = 50 KSI (U.N.O.) DECK SECTION PROPERTIES: 1 = 0.212 in4/ ft Sp = 0.234 in / ft Sn = 0.247 in/ ft fy = 50 KSI 4. FASTEN METAL DECK TO ALL SUPPORTS - SEE ROOF DECK FASTENING SCHEDULE ON THIS SHEET. 5. OPEN WEB STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE SPECIFICATION OF THE STEEL JOIST INSTITUTE. PROVIDE REINFORCEMENT PER 1/S61OAT CONCENTRATED LOADS > 125 LBS WHERE REQUIRED, 6. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS AND DETAILS NOT SHOWN. RESOLVE ALL DISCREPANCIES PRIOR TO FABRICATION. 7. STEEL DETAILER MUST DETERMINE TOP OF STEEL ELEVATIONS TO PROVIDE A UNIFORM SLOPE. 8. SEE "7/S611" FOR 8x24 MASONRY TIE BEAM REINFORCEMENT. 9. HSS6x6xl/4 POST UP WITH DIAGONAL BRACE AT END OF PARAPET WALL. ATTACH TO DBL JOIST BELOW WITH 8-1/2" WIDE x l'-1" LG BASE PLATE WITH (4) 1/2" DIA THREADED RODS. 10. PROVIDE L4x4xl/4 ANGLE BETWEEN JOISTS BELOW STUD WALL, AT POST AND DIAGONAL BRACE. FASTEN ROOF DECK TO ANGLE WITH #10 TEK SCREWS AT 6" O.C. 11. PROVIDE DOUBLE KCS JOIST AT STUD PARAPET WALL ABOVE AND AT END OF DAIGONAL BRACE - TYPICAL. ROOF DECK FASTENER PLAN ROOF DECK FASTENING SCHEDULE w z 1 z 2 3 4 5 6 WELL STUDNO A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 6807183 www,powellstudioarc h.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILE$ HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO CONSULTA' '- McEtroyEngineering STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE: 407.245.8775 FAX 407.245.8744 WEBSITE: mcelroyeng.com ME PROJECT NO: 1013-30 OWNER / PROJECT: fl� w Z Q W W U uj _o z O LL _ 0 ce. 0 N z Z O Q g se Lij cc I.fr Z0 Q 0 Wv H C z ( W Db Z� = W r U) a. PROFESSIONAL SEAL: ��1f111 //// �G JP �. ♦/•� . . O a` V �•4� ••� � i lop o. 44T qu � • r • F STATE O • L !N411 F OJECT NO: PSA2013-25 VISIONS:� 08.28.13 TENANT REVIEW MARK I DATE I DESCRIPTION ISSUE DATE: 07.31.13 S102 ROOF FRAMING PLAN FASTENING SIDELAP FASTENER ZONE INTERIOR FASTENER PATTERN FASTENER PER SPAN D1) 5/8" DIA. PUDDLE WELDS 36/5 #10 TEK SCREW 3 5/8" DIA. 'D2) _-- PUDDLE WELDS — -- 36/7 #10 TEK SCREW 3 D3� I. 5/8' 5/8' ........PUDDLE WELDS DIA. ............ 36/7 _ ............ ......... ..... .. #10 TEK SCREW -- 3 I- NOTES: 1. FASTEN ALL DECK EDGES ALONG PERIMETER TO CONT. 1-44 ANGLE WITH 5/8" DIA. PUDDLE WELDS AT 6" O.C. FASTENING �., o.% `,...�..,, ,, ' ......; ' ..�.. 36/4 PATTERNS: ....... ,...., 36/5 36/7 w z 1 z 2 3 4 5 6 WELL STUDNO A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 6807183 www,powellstudioarc h.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILE$ HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO CONSULTA' '- McEtroyEngineering STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE: 407.245.8775 FAX 407.245.8744 WEBSITE: mcelroyeng.com ME PROJECT NO: 1013-30 OWNER / PROJECT: fl� w Z Q W W U uj _o z O LL _ 0 ce. 0 N z Z O Q g se Lij cc I.fr Z0 Q 0 Wv H C z ( W Db Z� = W r U) a. PROFESSIONAL SEAL: ��1f111 //// �G JP �. ♦/•� . . O a` V �•4� ••� � i lop o. 44T qu � • r • F STATE O • L !N411 F OJECT NO: PSA2013-25 VISIONS:� 08.28.13 TENANT REVIEW MARK I DATE I DESCRIPTION ISSUE DATE: 07.31.13 S102 ROOF FRAMING PLAN L STU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET • CLERMONT, FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 www.powellstudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO CONSULIA McBroyEngineering STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE: 407.245.8775 FAX 407.245.8744 WEBSITE: mcelroyeng.com ME PROJECT NO: 1013-30 OWNER / PROJECT: PROFESSIONAL St+j I • �i do +fir • 0. i r sy • '1 • w. 711 � /l • r STATE OF Q ••.F( YE EAG` %% A( [a PROJECT NO: PSA2013-25 REVISIONS: ■ /l \ 108.28.131 TENANT REVIEW ■ ■MARK I DATE I DESCRIPTION ■ ISSUE DATE: 07.31.13 S401 STEEL ELEVATIONS A COL I BASE PLATE PER COLUMN SCHEDULE -- -'f HSS COLUMN - SEE __._._...__ ......................._.... _ ._ 1 i COLUMN SCHEDULE GENERAL NOTE: A.B. (A36 MATERIAL) THE LENGTH MUST i SATISFY BOTH THE REQ'D MIN EMBEDMENT AND THE MIN PROJECTION. EMBEDMENT DEPTH IS FROM T/FOOTING TO T/HEAVY HEX NUT 1 I _ __ - ...... —_ ... _.._._ _.._.._.._ 1 1/4I DO NOT PROVIDE J -BOLT ANCHORS - SEE COLUMN SCHEDULE 3 1 4 ANCHOR PROVIDE 9GA GALV JOINT STONE VENEER i REINF AT 8" O.C. TO OVERLAP - SEE ARCH! 3/4" BOTH MASONRY COURSES 1" HSS COLUMN - SEE PLAN CONT #4 ......... _._ -..... __ _.. i �, —�� ?= �a ;...a� _.. MASONRY WALL BEYOND 8" REINF. MASONRY 4" MASONRY - - 1/2" BITUMINOUS BOARD 6 EXTERIOR SLAB - \ _ I / �' ISOLATION JOINT EA. SIDE _( S601 '• SEE SITE DRAWINGS - j - FUTURE CONCRETE SLAB ON i GRADE - SEE PLAN EXTERIOR SLAB - SEE SITE DRAWINGS -- ---- ......... ............. ...... ........ T.O. SLAB % -----...................... ............ 1/2" BITUMINOUS ISOLATION BOARD ELEV = SEE PLAN ` T.O. SLAB 0 ow 6" REINF MASONRY ; • WIN •.�L.. � I ---- GROUTED SOLID t— — — -- ELEV = SEE PLAN - -- — GROUT SOLID I BELOW GRADE - DOWELS AT VERTICAL WALL .... CONT #4 REINFORCEMENT WITH 50 BAR _._—_ - _____ r .......� DIA LAP SPLICE — VAPOR BARRIER - SEE ARCH (4) #4 CONT. ' 1. SEE FOUNDATION PLAN . `— �.": • . AND/OR FOOTING SCHEDULE - SUPPORT BLOCK AT FOR FOOTING SIZE AND REINFORCING. SEE PLAN ..... ...... ...... �:, •; ) AND SCHEDULE SOLID 3000 PSI CONCRETE AROUND ................. MASONRY STEM WALL TYPICAL PERIMETER SECTION S6023/4" = 1'-0" TWO PLACES TOP AND BOTTOM '. SEE PLAN NOTES //j T.O. FTG, _ ......... COL I BASE PLATE PER COLUMN SCHEDULE -- -'f HSS COLUMN - SEE __._._...__ ......................._.... _ ._ 1 i COLUMN SCHEDULE GENERAL NOTE: A.B. (A36 MATERIAL) THE LENGTH MUST i SATISFY BOTH THE REQ'D MIN EMBEDMENT AND THE MIN PROJECTION. EMBEDMENT DEPTH IS FROM T/FOOTING TO T/HEAVY HEX NUT 1 I _ __ - ...... —_ ... _.._._ _.._.._.._ 1 1/4I DO NOT PROVIDE J -BOLT ANCHORS - SEE COLUMN SCHEDULE 3 1 4 2 TYPICAL DOORWAY SECTION 3_ THICKENED SLAB EDGE DETAIL ____ 5602 - 3/4" = 1'-0" s602 i 3/4 = 1'-0" d T.O. FTG. ELEV = SEE PLAN ANCHOR EMBEDMENT SIZE 5/8" (COL 3/4" 10" MIN 1" HSS COLUMN - SEE PLAN CONT #4 ......... _._ -..... __ _.. i �, —�� ?= �a ;...a� _.. MASONRY WALL BEYOND AND COLUMN SCHEDULE - - -- - --- - EXTERIOR SLAB - ` SEE SITE DRAWINGS --- - �. (' / CONCRETE SLAB -SEE PLAN STOREFRONT SYSTEM EXTERIOR SLAB - SEE SITE DRAWINGS -- ---- SEE ARCH % -----...................... ............ 1/2" BITUMINOUS ISOLATION BOARD ` T.O. SLAB ALTERNATE: PROVIDE (2) COATS OF BITUMINOUS PLAN NOTES FOR REINFORCING ELEV = SEE PLAN #4 x 3'-6"LG AND #4 x 5'-0" LG. I BASE PLATE PER COLUMN SCHEDULE ....................................................... - AT 18" O.C. ....... .... CONT #4 _._—_ - _____ r .......� ' 1 1 — VAPOR BARRIER - SEE ARCH (4) #4 CONT. DRAWINGS (2) TOP AND (2) BOTTOM -.... - SUPPORT BLOCK AT _ VAPOR BARRIER - SEE ARCH 1 1/2" NON -SHRINK GROUT ... ..... ..... ................ ..... ...... ...... �:, •; ) 36" O.C. MAX SPACING / / - SOLID 3000 PSI CONCRETE AROUND ................. MASONRY STEM WALL 4" CONCRETE SLAB HEAVY HEX NUT - TACK WELD TWO PLACES TOP AND BOTTOM '. SEE PLAN NOTES T.O. FTG, _ ......... DO NOT PROVIDE J -BOLT ra ANCHORS -SEE COLUMN SEE FOUNDATION PLAN ELEV = SEE PLAN SCHEDULE _ i 4 ' 3" CLR AND/OR FOOTING SCHEDULE ' FOR FOOTING SIZE AND REINFORCING. •r kms• .�, �•.. •;� e. SEE PLAN AND SCHEDULE 1' - 4" 2 TYPICAL DOORWAY SECTION 3_ THICKENED SLAB EDGE DETAIL ____ 5602 - 3/4" = 1'-0" s602 i 3/4 = 1'-0" d T.O. FTG. ELEV = SEE PLAN ANCHOR EMBEDMENT ANCHOR EMBEDMENT SIZE 5/8" (COL 3/4" 10" MIN 1" HSS COLUMN - SEE PLAN REMARKS: 1. SEE COLUMN/BASE PLATE SCHEDULE AND COLUMN SCHEDULE - - -- - --- - 1/2" BITUMINOUS ISOLATION BOARD EXTERIOR SLAB - SEE SITE DRAWINGS -- ---- % -----...................... ............ 1/2" BITUMINOUS ISOLATION BOARD ` - 4" CONCRETE SLAB ON GRADE - SEE PROVIDE (2) COATS OF BITUMINOUS PLAN NOTES FOR REINFORCING PAINT AT BOTTOM 24" OF HSS COLUMN I BASE PLATE PER COLUMN SCHEDULE ....................................................... - , ELEV = SEE PLAN ELEV = SEE PLAN _ VAPOR BARRIER - SEE ARCH 1 1/2" NON -SHRINK GROUT ... ..... ..... ................ ..... ...... ...... �:, •; ) .. - SOLID 3000 PSI CONCRETE AROUND COLUMN HEAVY HEX NUT - TACK WELD TWO PLACES TOP AND BOTTOM '. T.O. FTG, _ ......... DO NOT PROVIDE J -BOLT ra ANCHORS -SEE COLUMN ELEV = SEE PLAN SCHEDULE _ i 4 ' 3" CLR ANCHOR EMBEDMENT ANCHOR EMBEDMENT SIZE 5/8" 8" MIN 3/4" 10" MIN 1" 12" MIN REMARKS: 1. SEE COLUMN/BASE PLATE SCHEDULE ._.-, TYPICAL STEEL COLUMN SECTION - INTERIOR 5 .._........ ..................................... _............ _.......... ........ `\S6o2, N.T.S. DOWELS AT VERTICAL DOWELS AT VERTICAL WALL REINFORCEMENT WITH -- 8" REINF. MASONRY WALL REINFORCEMENT WITH 50 BAR DIA LAP SPLICE ANCHOR EMBEDMENT ANCHOR EMBEDMENT SIZE 5/8" 8" MIN 3/4" 10" MIN 1" 12" MIN REMARKS: 1. SEE COLUMN/BASE PLATE SCHEDULE I :: (MIN), - SEE PLAN AND FOOTING SCHEDULE FOR SIZE AND REINFORCEMENT . . . . . . . . . . . . �.... - ------ GENERAL NOTE: SEE PLAN AND FOOTING SCHEDULE A.B. (A36 MATERIAL) THE LENGTH MUST SATISFY BOTH THE REQ'D MIN -- EMBEDMENT AND THE MIN PROJECTION. EMBEDMENT DEPTH IS FROM T/FOOTING TO T/HEAVY HEX NUT 6 TYPICAL STEEL COLUMN SECTION -AT EDGE ............................................................................ _ - __. - S6o2) N.T.S. ............ — 8" REINF. MASONRY 5 COLUMN BASE PLATE BELOW .................... r CONCRETE COVER AT COLUMN BASE PLATE - ( L�� L_ 0 I A10 STEEL COLUMN R W '•" LL STU010 A R C H IT E C T U R E C.J. ISOLATION JOINT (IJ) - 1/2" THICK ASPHALT - IMPREGNATED FIBERBOARD STEEL COLUMN _S.J.. COLUMN BASE PLATE BELOW cri !r - S.J. ISOLATION JOINT (IJ) - 1/2" THICK ASPHALT -IMPREGNATED FIBERBOARD 50 BAR DIA LAP SPLICE -- 1 i 1/2" BITUMINOUS BOARD --- ; 1/2" BITUMINOUS BOARD STOREFRONT SYSTEM ` ISOLATION JOINT EA. SIDE / 6 _ ISOLATION JOINT EA. SIDE - SEE ARCH EXTERIOR SLAB - S601 ,1 EXTERIOR SLAB - 1 ;' -CONCRETE SLAB ON SEE SITE DRAWINGS --- FUTURE CONCRETE SLAB ON -�- / Q_ SEE SITE DRAWINGS - 1 - 1 / GRADE -SEE PLAN -~ \ 1 1 /' GRADE -SEE PLAN #4 x 3'-6"LG AND #4 x 5'-0" LG. C \ i� - — - - -. T.O. SLAB / -._ ._........ SLAB AT 18" O.C. - - -- CONT #4 (,.. 6 -----�-----------------_.......__..__................... .. ELEV SEE PLAN / ELEV -SEE PLAN - (4) #4 CONT. — SUPPORT BLOCK AT S601 i P A BOTTOM .._ 36" O.C. �- FUTURE CONCRETE --_ _. 1' -T- -..�- ---_----�\ -__ 4� (2) TO AND (2) BO - .C. MAX SPACING LAB ON GRADE - t ' WINDOW/DOOR BUCK I ��---- 1 �/ 4"" CONCRETE SLAB SEE PLAN NOTES SEE PLAN NOTES GROUT SOLID 1 • / GROUT SOLID w `,- --- .. -- --•.. 1 '/ _.... _ --- -� T.O, SLAB 11.' ___._ 1. . .. BELOW GRADE BELOW GRADE .. 1 [ ...� .-�.. �:... ELEV = SEE PLAN HIT741 ............. 1 t ---- 11.. 1/4T DI x4"LG WITH WASHERS AT 20 0 C ( 1 _ A TA 1 -- SEE FOUNDATION PLAN SEE FOUNDATION PLAN PT 1x OR 2x ............................................. �'-- AND/OR FOOTING SCHEDULE • • ��_� ---. AND/OR FOOTING SCHEDULE 8" REINF. MASONRY FOR FOOTING SIZE AND FOR FOOTING SIZE AND 1' - 4" REINFORCING. REINFORCING. SEE PLAN SEE PLAN AND SCHEDULE SCH11 EDULE AND E ._........._....................._ ....................... __ TYPICAL WINDOW/DOOR C BUCK ATTACHMENT DETAIL 3 8 -, PERIMETER SECTION AT FUTURE SLAB g_,, TYPICAL PERIMETER SECTION 10 \,, TYPICAL STOREFRONT SECTION - �� , - -- -- - - ~ �.S602//3/4"1' 0" 5602 , 3/4"=1'-0." --`\ -` - sz 3/4" = 1'-0" _. __ - _ - �s602 3/4" = 1'-0"- - - �.. �._.,.. 1 0 f c "#4 DO' AT DOORWAY y - \, -- , E AT 12" O.C. (MAX) - -- Y 16 ` ,. .. ,, MASONRY WALL BEYOND o /r v 1 h I M / r Y✓ Y 1 1 FUTURE CONCRETE SLAB ON STOREFRONT SYSTEM- ( EXTERIOR SLAB - \ . F 3' - 0" SEE SITE DRAWINGS j GRADE - E PLAN NOTES - SEE ARCH ......... .... ( \ T.O. SLAB ALTERNATE: - CONT #4 �\ ELEV - SEE PLAN #4 x 3'-6"LG AND #4 x 5'-0" LG = --�.- - AT 18" O.C. - - - -- FUTURE CONCRETE ) =� (� ..__�: ~ VAPOR BARRIER -SEE ARCH 0) SLAB ON GRADE - ( ~:�� 1 APO U (4) #4 CONT, SEE PLAN NOTES - DRAWINGS c ( (2) TOP AND (2) BOTTOM 1_ CONT #4 AT DOORWAY ..... .... 1 M.. TO _�� : • SLAB CONT #4 AT - MASONRY STEM WALL ELEV = SEE PLAN °c_ ( �.• - \ CONSTRUCTION JOINT .................... I - Co -- SEE FOUNDATION PLAN AND/OR FOOTING SCHEDULE FOR FOOTING SIZE AND j..' • REINFORCING. 6 `� l / co �,. '/SIM ; ( �. U \ _. SUPPORT BLOCK AT o � 1'-4"" SEE PLAN i 36" O.C, MAX SPACING �? AND SCHEDULE. ... ................ W -12, TYPICAL STOREFRONT SECTION .�' ; 13 ", TYPICAL DOORWAY SECTION _ ......_........_._. _............................................._.__..__. ....... ................_ _ o......__...- -- � __. „ _. _.__ .. _ ........ sso2 % 3/4" 1'-0"_.- _f �._ s602 = - 3/4 1 0 w 2 3 4 5 6 ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 It FAX: (877) 6807183 www.powel I sludioarc h.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO CONSULTA McElroyAEngineering s, STRUCTURAL DESIGN GROUP 1835 EDGEWATER ORVE ORLANDO, FL 32804 PHONE: 407.245.8775 FAX 407.245.8744 WEBSITE: mcalroyang,com ME PROJECT NO: 1013-30 OWNER / PROJECT: PROFESSIONAL SEA,, do • 0. 4 - .� ;• STATE OF :AZ t 'AR fv _o PROJECT NO: PSA2013-25 REVISIONS: /1\\ 108.28.131 TENANT REVIEW MARK I DATE I DESCRIPTION ISSUE DATE: 07.31.13 S602 SECTIONS AND DETAILS