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HomeMy WebLinkAbout1813 and 1821 WP Ball Blvd (a)2 3 4 5 6 Mir i� M"ui� Fl rk, F'n,,,.,,,, Wn,, f K P0LJJF_Ll,.5TU0I0 J D A R C FI I T E G T U R E R, I Al I ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN SIREEr CLERMONT, FLORIDA 34711 PH; (352) 8/4-2340 . FAX: (877) 680-7183 www.powell5tudioarch.com AA# 26002236 A COPYRIGHT 2016 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE'rHE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHI rECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJEc-r. THIS DRAWING MAY NOT BE USE OR DISCLOSED,F0 ANY PERSON, FIRM. OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSEN r OF POWELL STUDIO ARCHITECTURE, LLC. A d, CONSULTA T: XZ () %;;.. � d - W C) U) LL 0 w _ Ljj Q j U) W LL b W cll� z 0 j < _j 00 PROJECT LOCATION PROJECT LOCATION l000l� cl < 0 Ir- U) z < 06 f4� _j 2 co 2_1 vo W I t; P 1,� ,inl, 00 v A 411, ai, do a Nulall LLI N SHEET DRAWING INDEX PROPERTY RECORD w N, 'j, W14 Aatfufl`�,10 �zp TITLE y", SHEET Al PROPERTY APPRAISER: SEMINOLE COUNTY "Y" ARCHITECTURAL lal D LACE _4 KE I T PROFESSIONAL SEAL: ALI COVER SHEET T r U� _4 r­,&�", 1 )"Wi� w 57 A1.2 PROJECTDXI'A SYMBOL LEGEN NOTES D J�, .;'T�SEMINOLE, SITE ADDRESS: 3 ),j W� 4 `ZOWNBi ENTER M 9 i "': , lt�� , ',;,,' � �1, -, i k" " 1813 & 18 21 WP BALL BO U LEVARD F� I I , ;Q;Lll� M­av-If"all v), .4 AA v I PE 0 A1.3 TED FROM SET - REVISION 2) JfE M.- I vm (DELE �A_j 3 4 iw �U, I )l 4 SANFORD, FLORIDA 32771 �,21 4 1 All EXISTING DEMOLITION FLOOR PLAN 4! W� 'TY PLAN U A3.2 FLOOR PLAN LIFE SAFE F 'TED CEILIN(3 PLAN r PARCELID: 32-19-30-507-0000-0060 A3.3 REFLEC AR94v(,) p -lEDULE FINISH SCHEDULE WALL TYPES -v g DOOR SCI c "TAILS -RETAIL CENTER- U NANCHORED USE CODE: 1601 DOOR TYPES DL M�, W" MUNICIPALITY: SANFORD -IR R, �,, Y,�! "A' A9.1 U.L. DETAILS MAR 15 ;,,� �N",lffittj A -I' -n� A9.2 U.L. DET ILS 4 A9.3 U.L. DETAILS -02 n Alt- li*1111 44, PROJECT NO: PSA2016 Id. LEGAL DESCRIPTION A9.4 U.L+ DETAILS LOT 6 A9.5 U.L. DETAILS REVISIONS: R A 'IFICXl'IONS AS1.1 SPEC Z2�� 3/09/16 ELEC.,& PLUMB. CHANGE�$ MARKETPLACE AT SEMINOLE TOWNE CENTER REPLAT PB 75 PIGS 35 37 ASI.2 SPECIFtCXI'IONS VICINITY LOCATION MAP SITE MAP STRUCTUfZAL NT NTS S100 I ROOF FRAMING PLAN 2 Dffjlowo_� MECHANICAL �O'f AD 01 MECt-IAN 'Flo oll EID -f 0 j3E Ac! MI.0 [CAL ROOF PLAN 5-6-t0i E cc)Ng�Blj L � \nORK AND A UED SHALL i3 _R OR sr- M2001 ME4CI-IANICAL PLAN PROJECT CONTACTS: "OcEv_6 vo VC �tOLMF, CANCIL, (;"�JJOAL N3OF_TVAQ'- BF-14EN-f Akj_fHomr� lFpRO\jISlO VAP5 ELECTRICAL 0 _Bmff P A50p ANy OF ISSi l\,A�VV4EREAFTF- OWNER: ARCHITECT MECHANICAL, ELECTRICAL, OR-OALL IALFRO' FASINPLANS, EIOO ELEC71'RICAL POWER SYSTEMS PLAN cooEs, �l �, .N\ln OFFIC MARK DATE DESCRIPTION -VV4E BUL - joM OF ERRO His GOD� Becl -f IONS OF R OUjgjNG A COB OR \pOL&� E200 ELECTRICAL ROOF PLAN WRI SEMINOLE 11 LLC POWELL STUDIO ARCHITECTURE, LLC AND PLUMBING ENGINEERING E300 ELECTRICAL RISER AND PANELS ISSUE DATE: JANUARY 27, 2016 P.O. BOX 924133 1318 BOWMAN STREET DBSS. INC. PLUMBING HOUSTON, TEXAS 77292-4133 CLERMONT, FL 34711 CONTACT: PH: (352)874-2340 3622 AVALON PARK EAST BLVD. P1001 PLUMBING SUPPLY PLAN MR. DALE MENNINGER, REGIONAL FAX: (877) 680-7183 SUITE 2072 COVER SHEET CONSTRUCTION DIRECTOR CONTACT: ORLANDO, FL 32828 PH: Q 21) 2 51 -6006 2720 E. COLONIAL DRIVE JEFF POWELL, AIA, ARCHITECT ch FAX:(321)235-5557 ORLANDO, FLORIDA 32803 EMAIL: jeff@powe 11 stud ioarch.com MAR 17 2016 PH: (407) 563-1'125 AA# 26002236 WWW.DBSSINC.com offlCE BY: Alml EMAIL: DMENNINGER@WEINGARTEN.COM rj rl A F) o' All Al al FLOOR PLAN SYMBOL LEGEND: 2 ■ FLOOR PLAN GENERAL NOTES: 1. THE SCOPE OF WORK FOR THIS PROJECT IS THE LANDLORD'S SCOPE OF WORK ONLY, TO PREPARE THE EXISTING VACANT SUITES FOR A FUTURE TENANTS. THE FUTURE TENANT OF EACH SUITE IS RESPONSIBLE FOR SUBMITTING SEPARATE DRAWINGS FOR PERMITTING FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE DEPICTED HEREIN. 2. CONTRACTOR TO PROVIDE AND INSTALL NEW 10LB ABC FIRE EXTINGUISHERS AND COORDINATE PLACEMENTS WITH FIRE MARSHALL. INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL -TO AN EXTINGUISHER. 3. 'THERE ARE NO EXTERIOR SIGNS AS PART OF THIS SCOPE OF WORK. EXTERIOR SIGNAGE WILL BE PERMITTED BY FUTURE TENANT. 4. EXISTING FLOOR FINISH TO BE REMOVED TO CONCRETE SLAB. PREPARE CONCRETE SLAB FOR INSTALLATION OF NEW FLOOR FINISH BY FUTURE TENANTS. 5. EXISTING CEILING TO REMAIN THROUGHOUT SUITE. REPAIR DAMAGES CREATED DURING DEMOLITION PHASE. BUILDING CODE ANALYSIS EXISTING INTERIOR FRAME WALL (ONE HOUR FIRE RATED) ® NEW INTERIOR PARTITION TENANT SUITE 1813: NEW INTERIOR FIRE RATED FRAME PARTITION (U.L. DESIGN NO. 419) X# INTERIOR WALL TYPE'IAG OFE FIRE EXTINGUISHER - SURFACE MOUNTED TENANT SUITE 1813: LEVEL THRESHOLD TRANSI HON (1/2" MAX.) TENANT SUITE 1821: EXIT / EMERGENCY COMBINATION LIGHT C. CONSTRUCTION TYPE: TYPE II -B D. FULLY AUTOMATIC FIRE SPRINKLER SYSTEM: EMERGENCY LIGHT (WALL MOUNTED) E. FIRE ALARM: YES F. OCCUPANCY: WIDTH EGRESS DIRECTION / WIDTH / OCCUPANT LOAD CALCULATION E NTLOAD 2 ■ FLOOR PLAN GENERAL NOTES: 1. THE SCOPE OF WORK FOR THIS PROJECT IS THE LANDLORD'S SCOPE OF WORK ONLY, TO PREPARE THE EXISTING VACANT SUITES FOR A FUTURE TENANTS. THE FUTURE TENANT OF EACH SUITE IS RESPONSIBLE FOR SUBMITTING SEPARATE DRAWINGS FOR PERMITTING FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE DEPICTED HEREIN. 2. CONTRACTOR TO PROVIDE AND INSTALL NEW 10LB ABC FIRE EXTINGUISHERS AND COORDINATE PLACEMENTS WITH FIRE MARSHALL. INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL -TO AN EXTINGUISHER. 3. 'THERE ARE NO EXTERIOR SIGNS AS PART OF THIS SCOPE OF WORK. EXTERIOR SIGNAGE WILL BE PERMITTED BY FUTURE TENANT. 4. EXISTING FLOOR FINISH TO BE REMOVED TO CONCRETE SLAB. PREPARE CONCRETE SLAB FOR INSTALLATION OF NEW FLOOR FINISH BY FUTURE TENANTS. 5. EXISTING CEILING TO REMAIN THROUGHOUT SUITE. REPAIR DAMAGES CREATED DURING DEMOLITION PHASE. BUILDING CODE ANALYSIS AND SUMMARY A. EXISTING AREA 77 OCCUPANTS TENANT SUITE 1813: 1,800 SF TENANT SUITE 1821: 1,800 SF B. RE -DEMISED AREA OWNER / PROJECT: TENANT SUITE 1813: 1,300 SF TENANT SUITE 1821: 2,300 SF C. CONSTRUCTION TYPE: TYPE II -B D. FULLY AUTOMATIC FIRE SPRINKLER SYSTEM: YES E. FIRE ALARM: YES F. OCCUPANCY: TO REMAIN. TENANT SUITE 1813 M - MERCANTILE TENANT SUITE 1821 M - MERCANTILE G. CHANGE OF USE: NO H. OCCUPANCY LOAD CALCULATION: 75-4- TENANT SUITE 1813 20'-0" M - MERCANTILE: 1 OCC. / 30 GSF 1,300 SF / 30 GSF = 43 OCCUPANTS TOTAL OCCUPANT LOAD: 43 OCCUPANTS TENANT SUITE 1821 0000 M - MERCANTILE: 1 OCG. / 30 GSF 2 300 SF / 30 GSF = 77 OCCUPANTS TOTAL OCCUPANT LOAD: 77 OCCUPANTS I. MAXIMUM ALLOWABLE AREA (FBC TABLE 503): 12,500 SF / FLOOR ACTUAL TENANT AREA OWNER / PROJECT: TENANT SUITE 1813 1,300 SF TENANT SUITE 1821 2,300 SF J. MAXIMUM ALLOWABLE HEIGHT (EACH SUITE)(FBCTABLE503): TWO (2) STORIES ACTUAL TENANT MAXIMUM HEIGHT= 20'-0" +/- 0 -STORY) K. NUMBER OF EXITS REQUIRED (EACH SUITE) (FBC TABLE 1019.1): TWO (2) EXITS PROVIDED: TO REMAIN. TENANT SUITE 1813 TWO TENANT SUITE 1821 TWO L. MAX. EXIT ACCESS TRAVEL DISTANCE (EACH SUITE) (FBC TABLE lo16.1): 50'4" M. MAX. COMMON PATH OF EGRESS TRAVEL (EACH SUITE) (FBC 1014.3): 75-4- N. MAX. DEAD END CORRIDOR LENGTH (EACH SUITE): 20'-0" (NONE PROVIDED) W _j U v� C) O. FIRE RESISTANCE RATING REQUIREMENTS (FBC TABLE 601 & FBC 705.4) H o PARTY AND FIRE WALLS: 0 HR STRUCTURAL FRAME: 0 HR BEARING WALLS - INTERIOR 0 HR BEARING WALLS - EXTERIOR 0 HR NONBEARING WALLS & PARTITIONS (INTERIOR) 0 HR NONBEARING WALLS & PARTITIONS (EXTERIOR) 0 HR FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION 0 HR P. PLUMBING FIXTURE CALCULATIONS (FPC TABLE 403.1) NOTE: THIS PERMIT IS FOR THE LIMITED LANDLORD SCOPE OF WORK ONLY, TO PREPARE THE EXISTING VACANT SUITES FOR A FUTURE TENANTS. THE FUTURE TENANT OF EACH SUITE IS RESPONSIBLE FOR SUBMITTING SEPARATE DRAWINGS FOR PERMITTING FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE DEPICTED HEREIN. TENANT SUITE 1813 OCCUPANT LOAD: 21 MALE / 22 FEMALE REQUIRED: 1 WC / 500 OCC, 1 LAV / 750 OCC. 1 DRINKING FOUNTAIN / 1,000 OCC. 1 SERVICE SINK PROVIDED: 0 WC 1 0 LAV 0 HI -LO ACCESSIBLE DRINKING FOUNTAIN 3/09/16 0 SERVICE SINK TENANT SUITE 1821 OCCUPANT LOAD: 38 MALE / 39 FEMALE REQUIRED: 1 WC / 500 OCC. 1 LAV / 750 OCC. 1 DRINKING FOUNTAIN / 1,000 OCC. 1 SERVICE SINK PROVIDED: 1 WC 1 LAV 1 HI -LO ACCESSIBLE DRINKING FOUNTAIN 0 SERVICE SINK Q. ALTERATION LEVEL: LEVEL 2 ALTERATION PER EXISTING BUILDING CODE 5TH EDITION 504.1 SCOPE LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. 504.2 APPLICATION LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 FOR LEVEL 1 ALTERATIONS AS WELL AS THE PROVISIONS OF CHAPTER 8. MARK E 3 SHOPPING CENTER SIDEWALK AND PARKING AREA EXISTING CANOPY ABOVE j I I 17'-10$" RE -DEMISED SUITE 1813 LEASE I EXISTING CANOPY I ABOVE.,..w. I EXISTING STOREFRONT ! I IASSEMBLY SYSTEM AND j s STOREFRONT DOOR TO REMAIN. to 0 O1 1- zI Q U) 0- I U 3 w v0 A8.1, ch EXISTING EMERG. / LIGHT / EXIT \ \ \ \\ \\ COMBO TO REMAIN / \ \ \ \IVA \\\ \\ \ \\ \ \\ DIMENSION FROM EXISTING DEMISING / \ \ WALL FINISH v.. / \ \ \ \ \\ \ \ \ \, \ \\ \ \\ wj MARKETPLACE AT / \� \ `\ \, \ SEMINOLE TOWNE CENTER / SUITE 1813 / \ `\\ADJACENT\SUITE \1805 RE -DEMISED AREA: 1,300 SF CHIPOTILE\MEXICAN .GRILL \ \� RESTAURAN NT\USE NIC \ EXISTING AREA: 2400 SFuj \ o \ \ CA L ^e VLLI 'v' / \ w LL \N, NN\ \ \ w / LLI w\ \,,�rl( / 1813 MAIN i \ \ NN, vV00y // LEASE SPACE Lu \NNN,V, / \ \ \ \ \ \ We. \ \N" \— \ \ \ \ LEI vv\ vN, \ \ \ \\ \ \\\ \\ /� \ \ \ \ / \ \ v \ v v v g /o \ w /U` \\ \\ \ \ \ \ \ Lai \ /NN 2 \ \ \ \ I.. / \\ \ \\\ \ \ \ \\ \\ \ \ \ I \ \ \ \\ \ \ \ \ \ I FINISH OF NEW DEMISING \\ \ \ \ \ \ )'•". / WALL TO ALIGN WI fH EXISTING 2 HR FIRE \\ \ \ \ \ \\ 'N / RATED WALL FINISH \ v \ / \ \ \ \ \\\ \. \ \ EXISTING EMERG. 2 l \ LIGHT /EXIT '\ \ \ \ "'NN \ .<"$l / `,l': u` i COMBO TO REMAIN SHOPPING CENTER SERVICE AREA FLOOR PLAN / LIFE SAFTEY PLAN 1/411 = 1'-01 1 3 20'-8" NEW ELECT. PANEL (SEE - ELEC. DRAWINGS) 4 5 34'-18" 1821 LEASE LINE DIMENSION EXISTING CANOPY ABOVE 0000 � \-- CONSEN r OF POWELL STUDIO ARCHITECTURE, LLC. Fes- EXISTING EXISTING U U Lu O i ELECT.PANEL OWNER / PROJECT: wZQ WEINGARTEN REALTY C9 a- EXISTING EXISTING w U ELECT. PANEL REAR DOOR \ .-I TO REMAIN. LU Z w 7`17 i LL, (7 IL O 0LL ®� FLOOR PLAN / LIFE SAFTEY PLAN 1/411 = 1'-01 1 3 20'-8" NEW ELECT. PANEL (SEE - ELEC. DRAWINGS) 4 5 34'-18" 1821 LEASE LINE DIMENSION EXISTING CANOPY ABOVE (n Qa 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 CONSEN r OF POWELL STUDIO ARCHITECTURE, LLC. W 0- 0 CONSULTANT: EXISTING U U Lu O i I OWNER / PROJECT: N (O I WEINGARTEN REALTY j 33'-10�" EXISTING STOREFRONT ASSEMBLY SYSTEM AND S FOREFRONT DOOR TO REMAIN. EXISTING EMERG. LIGHT / EXIT COMBO TO REMAIN DIMENSION FROM EXISTING DEMISING WALL FINISH \ \ MARKETPLACE AT \ SEMINOLE TOWNE CENTER \ SUITE 1821 \ RE -DEMISED AREA: 2,300 SF z \ • O w \\ G cl \ Lu i z \ J Lu \ f w \ f CV � aD C \ �06 \ I o \ U) \ EXISTING COLUMN \ w \ 1821 MAIN \ LEASE SPACE o \ 1821-101 wyy \ (L \ Off\ y0\ <\ w oN\ w w U Z \ Z. \ L saI�% 'r- ... t ,...»_..,......»......_.._.....,......_._,.... ........_ ._......__..._..... \ ..... . EXISTING ACCESS. EXISTING fW{.•,4 `� Fl -LO DRINKING\ \ FIRE RATED PARTITION / 1 I [ u I FOUNTAIN DE=MISING WALL ROOF ACCESS T. it HATCHLL I o FIRE RISER j Z r EXIST G, + !. . ....... .............1 / \ t' N.I.C. o F_ _. __.t .HCRR .I \ o o a r \ 1821-102 \ J \ EXISTING EMERG, . a Z SL _. i f �UGHT I EXIT \ 1 o / COMBO TO REMAIN \ Ln w U 1821. 102 ✓ EXISTING TWO (2) HOUR j I r I (r� 4Xp, LuF 1 "I .� FIRE RATED WALLr:c- r' __ _ » \ \ v A, A �y \N, \\ \ \ \ \ ZJ .., V \ Ay N'II \ \ \\ sy,r \ N I \ \ \ \ \ \ \ \ IN,N,\ NN" IN r \ 0 Lu \ \ ..\ I N. �\ \IN,\,C) \\ I f z \ \ \ \ " _j U.1 U)"', °''N,. AQJACENT SN\ UIT 1,771 ill I N VACANT \ 00 ( \ ,RESTAURANT USE \\ �., I fw-• �� \NIC''\ ) �\ \ `'\\ EXISTING AREA. 2,400 SF ELI \ �\ \ Atli\ \\ \ \ \ELI \ \ EL NN \ °,qA \ �M'•V., , \ \ \ \ .,N j \ \ \ \NN \I v,M= �C \ \ L\ ,dal * \ �. •�,\ \ �. i \ \ \� a \ \ , ,..: , 1\' �. N, \ j j _4E \l\ \I- v'„ rae 20'-8" RE -DEMISED SUITE 1821 LEASE LINE DIMENSION 5 no m A R 0 H I T E G T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET r CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powell5tudioarch.com AA 11 26002236 © COPYRIGHT 2016 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 ARCHI rEC TUBE, 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 CONSEN r OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: EXISTING i OWNER / PROJECT: U) mo WEINGARTEN REALTY j uj I__ \ ELECT. PANEL \ .-I LU Z w EXISTING \ i LL, (7 IL O 0LL ®� ELECT. PANEL co o W _j U v� C) I LL H o wn _j 0 U) LLJ c� LJL z "IT O 1 J 06 0 7 00 co 20'-8" RE -DEMISED SUITE 1821 LEASE LINE DIMENSION 5 no m A R 0 H I T E G T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET r CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powell5tudioarch.com AA 11 26002236 © COPYRIGHT 2016 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 ARCHI rEC TUBE, 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 CONSEN r OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: WEINGARTEN REALTY d uj w O 3: C) _j LL, O 0LL ®� co o W _j U v� C) I LL H o wn _j 0 U) LLJ c� LJL z LL � 1 OJ .,,. `00 z '�oU) 1 J 06 00 PROFESSIONAL SEAL: pF Ft0 C.2. (\ FJZ y �/• AR94675 �k, MAR 20 PROJECT NO: PSA2016-02 1 REVISIONS: 1 3/09/16 ELEC. & PLUMB CHANGES MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 FLOOR PLAN LIFE SAFETY PLAN rmlw4llm Q� c W > w O LL W D ❑ 0 w0 c) LL 0 o a® c/) w �0 LL w 1- 0 co 2E w ❑ CL Ct J Ui ❑ � �e w �. ® N 0 o < 0 U)Z J06z (Y) v- 02 0 W. T-- U) PROFESSIONAL SEAL: E•p ARG MAR 15 201 PROJECT NO: PSA2016-02 REVISIONS: 1 /09/16 ELEC. & PLUMB. CHANGES MARK DATE DESCRIPTION OWEEa ARC HITECTUR E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET a CLERMONT, FLORIDA 34711 PH: (352) 874-2340 r FAX: (877) 680-7183 www.powellstudioarch.corn AA# 26002236 © COPYRIGHT 2016 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 PROPER FY OF POWELL STUDIO ARCH rECFURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJEC'r.'I'TITS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM. OR CORPORATION FOR ANY PURPOSE WHATSOEVER WI TI IOUT'THE WRITTEN CONSEN r OF POWELL STUDIO ARCHITECTURE, L.L.C. CONSULTANT: IN AMUsm'"s m INC. DBSS, INC, CA#27371 PHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 ORLANDO, FL. 32828 OWNER / PROJECT: WEINGARTEN REALTY -40 rl 0 PROFESSIONAL SEAL: ��oot1k111l111, ° A ,. � r a /E -O Woo �R��eo 09 MARCH 2016 PROJECT NO: PSA2016-02 REVISIONS: ® /1\ 12/03/16IRTU LOCATION MODIF. 1 /9\ 13/09/161ELEC. & PLUMB. CHANGES 1'' MARK I DATE I DESCRIPTION ISSUE DATE: JANUARY 27, 2016 MECHANICAL PLAN 6 POLIJELLSTU0110 I A R C 1—i I T E C T U R E ARCHITECTURE I INI"ERIOR DESIGN 1318 BOWMAN SIRLL I s CLERMON1, FLORIDA 34711 PI I: (352) 874-2340 n FAX: (877) 680-7183 www.powelistudlocarch.coni AA1P 26002236 U COPYRIGI I F 2016 POWELL 8 fUUIO ARCHI'I'EC'I URE, LLC. s THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGI TAL DRAWINGS OR FILES HEREIN ARE 'IIIE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHTfEC'TURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. TI IIS DRAWING MAY NOT BE USED OR DISCLOSED 'I"0 ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHAI-SOEVER WITHOUT THE WRITTEN CONSEN T OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: AUMONIN, #MEMORY& ANINOM� ddMs �� a� K .__BMORRISvm rw MOMW MEMW MUW NOW INC, DBSS, INC. CA#27371 PHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 ORLANDO, FL. 32828 OWNER /PROJECT: WEINGART N REALTY SolLU W � Q LL W ❑ o LL. 0— w OIL 0® o o U) ILL W C) 0 ❑w / r-- I" 00 Q Z < 0 06 M v-- 00 U) PROFESSIONAL SEAL: a° SANTO `/t !!! RA O•! V� ICS M +^ «(vvjj,V✓..+�v}}} % • RY Nk 1 O N - flilt AX 09 MAOH' 2016 PROJECT NO: PSA2016-02 REVISIONS: A 2/03/16 RTU LOCATION MODIF. A 3/09/16 ELEC. & PLUMB. CHANGES s I I MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 I ELECTRICAL ROOF PLAN E200 '�'iaY .. ..£.:..adds `.iaSx" z". ^'a�':„:.Shy`, tiik..' .?;:i.dd'AIX�,vi.4w: �•:,"'I iibar.u'kE,�z;Cwa; .. til 8 .1 D 1 1 1 2 3 1 4 5 1 6 6 Existing Panel Schedule 'A' (NOW 'B') Suite 200 (1813) ___ New Panel Schedule 'A' Suite 200 (1813) Existing Panel Schedule ?1' Suite 400 (1829) AIC Rating: EXIST, 3PH, 4W 100 AMP MAIN LUG ONLY AIC Rating: TO MATCH EXIST. 3PH, 4W 400 AMP MAIN LUG ONLY AIC Rating: TO MATCH EXIST. 3PH, 4W 200 AMP MAIN LUG ONLY Service: 120/208 V. Service: 120/208 V. Service: 120/208 V. DKO"', KT 71 MOR TION_'-� T O.KR QK1, RK $OR t A,,,`t` 00 1" 7 KT` R KVA: `0 PESO NOVO 1r LGT;GENERAL 1.100 20 2 20 1.100 LGT;GENERAL NEW RTU -2 2.70 2P 1 73- 2.70 40 3 1,11 2 20 4 0.18 REC;RODFGFI INSTA HOT INSTA HOT 2.50 20 2.50 20 3 2 3P 4 100 4.86 PANEL'PT 4.00 LGT;BATH 0.100 20 3 4 20 1.080 REC; GENERAL REC; STOREFRONT 0.360 20 5 a 6 1 20 0.900 - REC;GENERAL 5 6 PANEL'P2' PANEL 'P4' 0.70 3P 5 0.00 100 7 0.00 100 9 0.00 3P 11 6 100 8 10 MSS12 5.68 DO NOT USE E.C. TO REMOVE BREAKERS AND BLOCK OPENING REC; T.T.B 0.360 20 7 8 20 0.250 EQ; DRINKING FOUNTAIN 7 N 8 SIGN 2.500 20 9 10 3P 4.800 RTU -1 9 10 INSTA HOT 2.500 2P 11 kf 12 40 4,800 11 a12 2.500 1 20 13 14 40 4.800 13 14 0.00 100 13 0.00 100 15 T 14 3P 16 30 1.50 WATER HEATER 1.50 SPARE 20 '15 16 20 0,180 REC; ROOFTOP 15 16 SPARE 20 17 18 20 SPARE 17 18SPACE 17 18 30 1.50 1 SPARE 20 19 20 20 SPARE 19 20 SPACE 19 20 3P 11.00 AHU#2 SPARE 20 21 22 SPACE 21 22SPACE 21 22 100 11.00 SPACE 23 h: r top 24 ISPACE 23 24 SPACE 23 24 100 11.00 SPACE 25 26 SPACE 25 26 SPACE 25 26 SPACE 27 28 SPACE 27 28 SPACE 27f 28 SPACE 29 30 SPACE 29 3 0 SPACE 29 30 SPACE 31 32 SPACE 31 32 SPACE 7,7-,, 31 32 SPACE 33 34 SPACE 33 34SPACE 33 34 SPACE 35 36 SPACE 35 5 36 SPACE 35 36 SURGE PROTECTOR 3P 37 38 SPACE 37 6t, 38 3P 10.10 PANEL B SPACE 37 38 30 39 1 40 1 SPACE 39 77- 40 100 8.70 SPACE 39 40 30 41 S 42 PACE 41 42 100 8.60 CE SPA--- 41 42 APH= 10.1 B PH 8.7 C PH 8.56 APH= 13 B PH 11.4 C PH 8.6 APH= 19.9 B PH 19.0 C PH= 18.88 SERVES CONN LOAD FACTOR FEED SERVES CONN LOAD FACTOR FEED SERVES CONN LOAD FACTOR FEED LIGHTING 2.30 x 1.25 2.88 LIGHTING 0.00 X 1,25 0,00 LIGHTING 0.00 X 1.25 0.00 RECEPT 2.88 x 1,00 = 2.88 RECEPT 0.18 x 1.00 0.18 RECEPT 0.00 X 1.00 0.00 RECEPT (REMAINDER) 0.00 X 0.50 0.00 RECEPT (REMAINDER) 0.00 X 0,50 = 0.00 MISC; EQUIP 4.50 x 1.00 4.50 MISC EQUIP 5.25 x 1.00 5.25 HVAC 5.40 x 1.00 = 5.40 HVAC 33.00 x 1.00 33.00 SIGN 2.50 x 1.25 3.13 PANEL 27.40 x 1.00 = 27.40 PANEL 15.24 x 1.00 = 15.24 HVAC 14.40 x 1.00 = 14.4 1 1 1 TOTALS 1 27.33 I "I I I 28.53 KVA 1 11 J TOTAL AMPS: 79 TOTALS 32.98 32.98 KVA AMPS 92 (USE REDIRECTED 400 AMP SERVICE TOTALS 52.74 KVA TOTAL AMPS: 147 Existing Panel Schedule 'P2' Suite 400 (1829) TAIr, Existing Panel Schedule 'P3' Suite 400 (1829) Existing Panel Schedule P4' Suite 400 (1829) AIC Rating: TO MATCH EXIST, 3PH, 4W 100 AMP MAIN LUG ONLY AIC Rating: TO MATCH EXIST. 3PH, 4W 100 AMP MAIN LUG ONLY AIC Rating: TO MATCH EXIST. 3PH, 4W 100 AMP MAIN LUG ONLY Service: 120/208 V. Service: 120/208 V. Service: 120/208 V. K P R,1 ��K $tPROPITION-l" ��,m NAK MUC-RIP LO -14j"," � "C' tt K, M Am,�,` , 4, :1 C K Al't R.1"PTION't K A C,K_ BKR i5., A3,M' IRM kON: K rr 'T, I' , I '"" "C K OR QKt R! 1,0K LGT;GENERAL 0.70 20 1 q777777 2 SPACE REC; S 3HOWINDOW , I'll j4 80 20 1 2 20 1.80 _�SPRI,RITION_11,14 REC; SHOWINDOW SPACE Ai: � 1:�� 0.70 20 , "�::','�,,,'�,,"",,,,,,,,,-A,"",","',"",,, 1 2 41 SPACE SPACE 3 g4mF 4 SPACE REC; SHOWINDOW t, 1.80 20 3 �'11­11� 11, R" 4 20 1.80 REC; SHOWINDOW SPACE 3 4 SPACE SPACE 5 6 SPACE REC; SHOWINDOW 1.80 20 5 6 20 1,90 REC; SHOWINDOW SPACE 5 6 SPACE SPACE 7 1 8 ISPACE REC; GENERAL 1.08 20 7 8 20 0.18 REC; BATHROOM SPACE 7 1090 8 SPACE SPACE 9 9 10 SPACE REC; BATHROOM 0,18 20 9 10 SPACE SPACE 9 t 10 SPACE SPACE 11 12 SPACE SPACE 11 of '12 SPACE SPACE 11 12 SPACE SPACE 1 3 14 $7 SPACE SPACE 13 "t, 14 SPACE SPACE 13 14 SPACE SPACE 15 16 SPACE REC;PHONE0.18 20 1 15 16 SPACE SPACE 15 t, 16 SPACE SPACE 17 1 7 18 SPACE REQPHONE 0.18 20 17 18 1 20 0.18 REC;GENERAL SPACE 17 18 SPACE SPACE 1 9 19 20 SPACE SPACE 19 20 SPACE SPACE 19 20 SPACE SPACE 21arr 22 SPACE SPACE 21 22 SPACE SPACE 21 22 SPACE SPACE 23 24 SPACE SPACE 23 24 SPACE SPACE 23 24 SPACE SPACE 25 NMI 26 3P MAIN BREAKER MAIN BREAKER 3P 25 1 26 ISPACE SPACE 25 26 3P MA IN BREAKER SPACE 27 28 100 100 27 28 SPACE SPACE I 2Z 28 100 SPACE 1 29 30 100 29 30 ISPACE SPACE 1 30 100 APH= 0.70 B PH 0.0 C PH 0.00 APH= .4.86 B PH 4,0 C PH:: 4.06 APH= 0.70 BPH= 0.0 C PH OMO SERVES CONN LOAD FACTOR FEED SERVES CONN LOAD FACTOR FEED SERVES CONN LOAD FACTOR FEED LIGHTING 0.70 x 1.25 0.88 LIGHTING 0.00 X 1.25 0.00 LIGHTING 0.70 x 1.25 0.88 RECEPT 0.00 X 1.00 0.00 RECEPT 10,00 X 1.00 10.00 RECEPT 0.00 X 1.00 0.00 RECEPT (REMAINDER) 0.00 X 0.50 0,00 RECEPT (REMAINDER) 2.88 x 0.50 1.44 RECEPT (REMAINDER) 0.00 X 0.50 0.00 HVAC 0.00 X 1.00 0.00 HVAC 0.00 X 1.00 0.00 HVAC 0.00 X 1.00 0.00 PANEL 0.00 X 1.00 0.00 PAN 0.00 X 1.00 0.00 PANEL 0.001 X 1.00 0.001 1 1 1 TOTALS 0,88 KVA TOTAL AMPS: 2 TOTALS 11.44 KVA TOTAL AMPS: 32 TOTALS 0.88 KVA TOTAL AMPS: 2 NEW (2) SETS OF 4-250 KCMIL CU w/ #2 CU GND IN 4" EMT CONDUIT FROM NEW J_BOX JUNCTION BOX CONNECTING EXIST. 400 AMP DISC. & PANEL IN SUITE 200 EXIST. CONDUIT & FEEDER TO UNIT 400('1829) PROVIDE JUNCTION BOX TO CONNECT EXIST. & NEW FEEDERS J_BOX EXIST. CONDUIT & 200 AMP FEEDER TO SUITE 200(1813) TO NEW PROVIDE JUNCTION BOX TO JUNCTION BOX NOW SERVES CONNECT FEEDERS SUITE 400 PROVIDE NEW JUNCTION BOX EXIST. CONDUIT& FEEDER TO NOTE: EXIST. CONDUIT & FEEDER RTU TO TO CONTAIN COILED FEEDER SUITE 400(1829) TO NEW JUNCTION EXISTING 400 AMP SERVICE IS TO BE REDIRECTED REMAIN NOT BEING USED BOX NOW SERVES SUITE 200 FROM SUITE 400 TO SUITE 200. ELECTRICAL CONTRACTOR TO EXISTING 200 AMP SERVICE IS TO BE REDIRECTED (2) SETS OF 4-250 KCMIL CU w/ #2 CU GND REMOVE CONDUIT FROM SUITE 200 TO SUITE 400. IN 4" EMT CONDUIT FROM NEW JUNCTION ELECTRICAL CONTRACTOR TO BOX CONNECTING EXIST. 400 AMP DISC. REMOVE BREAKER (8/10/12) FOR RE -LABEL DISCONNECTS AS REQ'D. (2) SETS OF 4-250 KCMIL CU wl #2 CU GND RTU TO BE DISCONNECTED AND EXIST. WIREWAY IN 4" EMT CONDUIT FROM NEW JUNCTION BLOCK OPENING BOX CONNECTING EXIST. 200 AMP DISC. (4)42 CU w/#8 GND IN 1-1/2" CONDUIT ADJACENT WALL C18 3 NEW PANEL "A" EXIST. 225 AMP EXIST. 400 AMP 400A 400A PER SCHEDULE PANEL'B' EXIST. PANEL'Pl' EXIST. EXIST. DISC METER 200A HOUSE 200A C-41METER 208/120V 3 PHASE RE -LABEL TO PANEL "P2" RE -LABEL TO PANEL "PY PANEL "P4" EXISTING. 1000 AMP SUITE DISC 400 AMP MLO PANEL'B' 208/120V 200 AMP 208/1 20V 208/120V SERVICE TAP BOX 200 100 AMP PANEL 3 PHASE 3 PHASE 3 PHASE 200A 1829 F 200A EXISTING. 42 SPACES AFC RATING REMOVE AND 100 AMP REMOVE AND REPLACE MCB 100 AMP 100 AMP 1� 5 DISC -METER HOUSE PANEL TO MATCH REPLACE MCB w/ 200 AMP SUITE EXIST. wl 100 AMP 400A 400A 400 DISC METER 200A 0 DISC 1821 - 200A I I METER EXIST. FEEDER AND CONDUITS TO REMAIN ELECTRICAL RISER EXTERIOR ELECTRICAL PANEL SUITE 200 ELECTRICAL PANEL SUITE 400 3of 11 f. L_ SCALE: 1/2" = 1'-0" E3�OO _SCALE: �1/2- 2 1 3 �E 3 0 Of --Q SCALE: 1/2" = V-0" 4 5 no s ii rJ0LtJfZ-LL5TU1310 ARC HITECT URE ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERNION[, FLORIDA 34711 PH: (352) 874.2340 ■ FAX: (877) 680-7183 www.powollsludioutcli.corn AA It 26002236 ©COPYRIGI IF 2010 POWELL STUDIO ARCHffECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANOEMEN FS, AND PLANS CON TAINED'THEREIN, INCLUDING ALL RELATED DIGITAL $ DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHI'fEC'FURE, 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 WRi rTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: mmwmmb rqu 70 N. -B ■n am""% 'ROW INC. DBSS, INC. C #27371 PHONE: 321.251.6006 3662 AVALON PARK BAST BLVD. SUITE 2072 ORLANDO, FL. 32828 OWNER / PROJECT: WEINGARTEN REALTY Y w 0<W 0 °U LLD® 0z w U U IL O w [�, 00i F- w w 0 U)WLL �D �e ()� 'rlll� j 0 �� [)� j o. AdONFAh, 00 T— U)Q 06 2i 00 w vi PROFESSIONAL SEAL: G EN5 � Uj; 0 655 �Q ° = • • Sc'- TE OF T ••.tl AY tl• Y ✓sjf''�NA 09 MAR�GH 2016 PROJECT NO: PSA2016-02 REVISIONS: Al 2/03/16 RTU LOCATION MODIF. A 3/09/16 ELEC. & PLUMB. CHANGES MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 PLUMBING SUPPLY PLAN P100 �5 %i.k'ae•S wx29Sb".1.---a*»'tCt . ".� P�..:x.wzkaaS$'fuea9. rit..c,w,.M•t3m• PH: (352)8/4-2340 a FAX: (877)680-7183 Www'powellslucli(Darch.colf) AM 26002236 W COPYRIGHT 2016 POWELL s rUDIO ARCHITECTURE, LLC. rHIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL s rUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT.THIS DRAWING MAY NO I BE f USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION T FOR ANY PURPOSE WHArsoEVER WITHOUT THE WRIT EN CONSENT OF POWELLSTUDIO ARCHITEC rURE, LLC. A CONSULTANT: i'14 'k 75-7 "d . . . . . . . . . . . _)WNER PROJECF: WEINGARTEN REALTY W�_ j 1,,'A 0 ia "ME A 0 _j < LL D C) w 0 w L4 0. w co 0 CL Lij _j 0 _j _j LL U) U) w 0 w Uj 0 U) W LL 'K— (N z 0 co < PROJECT LOCATION PROJECT LOCATION cj� IT 0 7- U) PERIM 06 "N' CID ii -q own- x4a Om PROPERTY RECORD SHEET DRAWING INDEX t t ollh-,,',j�0';, it 4,`� SHEET #1 TITLE Uj @1 NTY ... ....... ARCHITECTURAL 2a It 04 Y4 t PROPERTY APPRAISER: SEMINOLE COU 7�, PROFESSIONAL SEAL: 4 0 f"'A MARKETPLACE�,14 0 ALI COVER SHEET �X I�ko N 6 L� Eii AT SEMI 4 SITE ADDRESS: . ... .. A L.2 PROJECT DATA SYMBOL LEGEN NOTES K Rg ej� 7 :WVNE'��'tENTER_. Ij ' - "I I _[�i �, '11� � 0, A PAVO cit 4 1813 & 1821WP BALL BOULEVARD OF 'f,, AI.3 SITE PLAN t 4 , i P SANFORD, FLORIDA 32771 R All EXISTING DEMOLITION FLOOR PLAN Ey LAN J, ii A3.2 FLOOR PLAN LIFE SAFETY P 0 3, -19-30-507-0000-0060 W� 19,1,11' PARCELID: 32 A3.3 REFLECTED CEILING PLAN V ,f"�`,Ufy �'s rp–l" 4 �7 'j 104"S"I i j DOOR SCHEDULE FINISH SCHEDULE WALL TYPES h 4� I"!iV J,F USE CODE: 1601 -RETAIL CENTER- U NANCHORED 3" Off Z5 A8.1 V14 f, 'y a & DOORTYPES DEUAILS ­�F ""S Iv 01 A9.1 U.L. DETAILS MUNICIPALITY: SANFORD �Ykll_ A9.2 U.L. DETAILS f V, . . ..... ip:l, 4, A9.3 U.L. DETAILS "'ji PROJECT NO: PSA2016-02 LEGAL DESCRIPTION A9.4 U.L. DETAILS o"o r� LOT 6 KFAILS A9.5 U.L. DE REVISIONS: W J MARKETPLACE AT SEMINOLE TOWNE CENTER REPLAT PB 75 PGS 35 37 ASLI SPECIFICNI'IONS ASI.2 SPE'CIFICATI.ONS VICINITY LOCATION MAP SITE MAP STRUCTURAL NT NTS S100 I ROOF FRAMING PLAN MECHANICAL PROJECT CONTACTS: MtO01 MECHANICAL ROOF PLAN vi ELECTRICAL ixmslao SANIFORV 13UALDING DI SHALL BE CONSTRUED TO BEA EIOO ELECTRICAL POWER / SYSTEMS PLAN OWNER: ARCHITECT MECHANICAL ELECTRICAL, fo PROCEED VqITH -THE VVORJ< AND NOT AS E200 ELECTRICAL ROOF PLAN MARK DATE DESCRIPTION A PERMIT ISSUED ALTER OR SET LICENSE - X E, CANCEL, -To VIOLA TE AUTHEIRIV rHE _cHNICAL WEINGARTEN NOSTAT INC. POWELL STUDIO ARCHITECTURE, LLC AND PLUMBING ENGINEERING ASIf)E ANY OF T HE PRO\JISIONS OF I NT E300 ELEC`l'RICAL stTE PLAN OR SHALL ISSUANCE OF A PlIlIVIIT PREVE- CODES N IAL FROM THEREAFTER T4 BUILDING OFFIC ION OF ERR ISSUE DATE: JANUARY 27, 2016 P.O. BOX 924133 1318 BOWMAN STREET QRS IN pLANS, PLUMBING DBSS. INC. REQUIRING A CORREC.1 ONS OF THIS CODE HOUSTON, TEXAS 77292-4133 CLERMONT, FL 347-1 -1 RUCT ION OR VIOLAII P100 PLUMBING SUPPLY PLAN CONST CONTACT: PH: (352)874-2340 3622 AVALON PARK EAST BLVD. SUITE 2072 MR. DALE MENNINGER, REGIONAL FAX: (877) 680-7183 COVER SHEET ORLANDO, FL 32828 CONSTRUCTION DIRECTOR CONTACT: CEIVFD PH: (321) 251-6006 2720 E. COLONIAL DRIVE JEFF POWELL, AIA, ARCHITECT FAX:(321)235-5557 FEB 0 4 2016 ORLANDO, FLORIDA 32803 EMAIL: j eff@powe I I stud ioarch.com PH: (407) 563-1125 AA# 26002236 WWW.DBSSINC.COM BY: EMAIL: DMENNINGER@WEINGARTEN.COM Alml fNkV�* - "T.T.T, 7ET uc, Alt 3 4 5 6 - L- 2 GENERAL NOTES LEGEND OF SYMBOLS BUILDING CODE ANALYSIS AND SUMMARY 1. CONSTRUCTION SHALL COMPLY WITH ALL CITY, STATE, AND FEDERAL CODES & ® 8 NOMINAL CONCRETE MASONRY (CMU) WALL RECESSED CAN LIGHT FIXTURE WITH A. EXISTING AREA EMERGENCY POWER / BATTERY BACKUP TENANT SUITE 1813: 1,800 SF STANDARDS. 1,800 SF 2. CONTRACTOR SHALL VISIT THE SITE, INVESTIGATE AND BECOME FAMILIAR INTERIOR FRAME PARTITION (SEE WALL TYPE DETAILS) TENANT SUITE 1821: R RECESSED CAN LIGHT FIXTURE B. RE -DEMISED AREA WITH ALL EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT. TENANT SUITE 1813: 1,300 SF ONE HOUR FIRE RATED INTERIOR FRAME PARTITION TENANT SUITE 1821: 2,300 SF 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL SURFACE MOUNTED SCONCE /DECORATIVE LIGHT FIXTURE C. CONSTRUCTION TYPE: TYPE II -B REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ANY FURTHER TWO HOUR FIRE RATED INTERIOR FRAME PARTITION D. FULLY AUTOMATIC FIRE SPRINKLER SYSTEM: YES E. FIRE ALARM: CONSTRUCTION. ON F. OCCUPANCY: YES 4. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPECIFICATIONS TWO HOUR FIRE RATED CONCRETE MASONRY (CMU) WALL H FIRE ALARM PULL STATION TENANT SUITE 1813 M -MERCANTILE FOR THE PROJECT. TENANT SUITE 1821 M - MERCANTILE 5. DIMENSIONS LESS THAN 2'-0" MAY BE SHOWN IN INCHES, I.E. 22" = 1'-10". (::I:m.:(:i EXISTING 8" CONCRETE MASONRY (CMU) WALL G. CHANGE OF USE: NO 6. ALL ANGLED CONDITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. f- F� FIRE ALARM HORN AND STROBE LIGHT H. OCCUPANCY LOAD CALCULATION: A 7. THE WORD "PROVIDE" MEANS TO FURNISH AND INSTALL COMPLETE, INCLUDING EXISTING INTERIOR FRAME PARTITION TENANT SUITE 1813 CONNECTIONS, UNLESS OTHERWISE SPECIFIED. V FIRE ALARM STROBE LIGHT M - MERCANTILE: 1 OCC. / 30 GSF 1,300 SF / 30 GSF = 43 OCCUPANTS PARTITION aa$ra: a EXISTING ONE HOUR FIRE RATED INTERIOR FRAME TOTAL OCCUPANT LOAD: 43 OCCUPANTS 8. ALL ITEMS OUTSIDE THE PROJECT BOUNDARIES SHALL BE PROTECTED SO AS TO INSURE THAT THEY WILL REMAIN INTACT DURING CONSTRUCTION. ALL TACTILE WARNING SURFACE [A CEILING MOUNTED ACCESS PANEL TENANT SUITE 1821 ITEMS OUTSIDE THE PROJECT BOUNDARIES WHICH ARE DISTURBED, DAMAGED, M - MERCANTILE: 1 OCC. / 30 GSF 2,300 SF / 30 GSF = 77 OCCUPANTS TOTAL OCCUPANT LOAD; 77 OCCUPANTS OR SOILED DUE TO THE ACTS OF THE CONTRACTOR OR SUBCONTRACTORS, '� \ WHEELCHAIR CLEAR TURNING DIAMETER (60") ACCESSIBLE HI / LO DRINKING FOUNTAIN SHALL BE CLEANED, REPAIRED OR REPLACED TO THEIR PREVIOUS CONDITIONTABLE AREA(FBC I_✓ I WITH CLEAR FLOOR AREA SHOWN I. MAXIMUM ALLOWABLEACTUAL TENANT AREA603 )' 12,500 SF /FLOOR AS DETERMINED BY THE ARCHITECT. I I TENANT SUITE 1813 1,300 SF 9. THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND EGRESS AT ALL TIMES. SITE / PARKING LOT LIGHTING TENANT SUITE 1821 2,300 SF 10. ALL FIRE SPRINKLER HEADS, SMOKE DETECTORS, OR OTHER CEILING I I J. MAXIMUM ALLOWABLE HEIGHT (EACH SUITE) (FBC TABLE 503): TWO (2) STORIES MOUNTED EQUIPMENT SHALL BE MOUNTED IN THE CENTER OF ACOUSTICAL SITE SIGN / ACCESSIBLE PARKING SPACE L - - - - J ACTUAL TENANT MAXIMUM HEIGHT= 20'-0" +/- (1 -STORY) K. NUMBER OF EXITS REQUIRED (EACH SUITE) (FBCTA13LE 1019.1): TWO (2) CEILING TILES. 11. IT IS THE INTENT OF THESE DRAWINGS AND DOCUMENTS TO PROVIDE ALL # MAXIMUM EXIT ACCESS TRAVEL EXITS PROVIDED: : DETAIL TARGET DISTANCE WITH POINT OF BEGINNING ANT SUITE 1813 TWO ITEMS REQUIRED FOR COMPLETE SYSTEMS WHETHER SHOWN OR NOT. A#. TENANT SUITE 1821 TWO CONTRACTOR SHALL PROVIDE ALL ESCUTHEON PLATES, FINISH PLATES, TRIMEXIT PIECES, ETC. AS REQUIRED TO PROVIDE A COMPLETE AND FINISHED WORK AS �---- L. MAX. COMMON TRAVEL DISTANCE (EACH SUITE) TE)(FB 1014.3): 50'-0" � M. MAX. COMMON PATH OF EGRESS TRAVEL (EACH SUITE) (FBC 1o14s): 75'-0" BUILDING /WALL SECTION TARGET N..MAX. DEAD END CORRIDOR LENGTH (EACH SUITE): 20'4" DETERMINED BY THE ARCHITECT. (NONE PROVIDED) 12. ALL WOOD USED IN CONTACT WITH CONCRETE OR MASONRY SHALL BE O. FIRE RESISTANCE RATING REQUIREMENTS (FBC TABLE s01 ri< FBc 705.4) TREATED. FASTENERS FOR TREATED WOOD (NAILS, BOLTS, HARDWARE, ETC.) O FIRE SPRINKLER HEAD (CENTER ON CEILING TILE) PARTY AND FIRE WALLS: 0 HR SHALL BE GALVANIZED, ELEVATION TARGET BASED ON 1ST FINISHED FLOOR AT 100'-0" STRUCTURAL FRAME: 0 HR UNLESS NOTED OTHERWISE BEARING WALLS - INTERIOR o HR 13. ALL INTERIOR PARTITIONS ARE 5/8" GYPSUM BOARD, TAPED AND PAINT EXTURED WITH ORANGE PEEL FINISH UNLESS OTHERWISE NOTED. �;� OCCUPANCY SENSOR (CEILING MOUNTED) BEARING WALLS -EXTERIOR o HR I NONBEARING WALLS & PARTITIONS (INTERIOR) 0 HR 14. PARTITIONS SHALL BE LOCATED TO ALIGN WITH FURRING ON ALL MASONRY LEVEL THRESHOLD TRANSITION NONBEARING WALLS &PARTITIONS (EXTERIOR) 0 HR WALL CONDITIONS. 1/4" MAX. VERTICAL W/O EDGE TREATMENT ® DRYWALL SOFFIT/ BULKHEAD FLOOR CONSTRUCTION o HR ROOF CONSTRUCTION o HR 15. THE TERM' STRUCTION REQUIRED BY THE CONTRACT 1/2" MAX. VERTICAL W/ BEVEL OF 1:2 WORK MEANS THE CON DOCUMENTS, INCLUDING ALL LABOR NECESSARY TO PRODUCE SUCH PRIMARY EGRESS DIRECTION / PATH OF TRAVEL P. PLUMBING FIXTURE CALCULATIONS (FPC TABLE 403.1) CONSTRUCTION, AND ALL MATERIALS AND EQUIPMENT INCORPORATED OR TO UNIVERSAL SYMBOL OF BE INCORPORATED THEREIN. O ACCESSIBILITY NOTE: B 44 EGRESS WIDTH IN INCHES THIS PERMIT IS FOR THE LIMITED LANDLORD SCOPE OF WORK ONLY, TO PREPARE THE EXISTING VACANT SUITES FOR A L WORK MENTIONED OR INDICATED IN THE CONTRACT DOCUMENTS SHALL O ( ) FUTURE TENANTS, THE FUTURE TENANT OF EACH SUITE IS RESPONSIBLE FOR SUBMITTING SEPARATE DRAWINGS FOR 16. ALL PERMITTING FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE DEPICTED HEREIN. BE PERFORMED BY THE CONTRACTOR AS PART OF THIS CONTRACT UNLESS IT IS SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS THAT SUCH WORK W H WATER HEATER TENANT SUITE 1813 OCCUPANT LOAD: 21 MALE / 22 FEMALE IS TO BE DONE BY OTHERS. SHOULD THE DRAWINGS OR THE SPECIFICATIONS GRESS WIDTH EGRESS DIRECTION /WIDTH / REQUIRED: 1 WC / 500 OCC. DISAGREE IN THEMSELVES OR WITH EACH OTHER, THE CONTRACTOR SHALL ### ROOM NUMBER TAG ULANTj OCCUPANT LOAD CALCULATION 1 LAV / 750 OCC. 1 DRINKING FOUNTAIN / 1,000 OCC. PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK UNLESS - 1 SERVICE SINK OTHERWISE DIRECTED BY WRITTEN ADDENDUM TO THE CONTRACT. o DRAWING REVISION TAG 17. IN THE EVENT OF ANY CONFLICT AMONG THE CONTRACT DOCUMENTS, THE DOOR NUMBER TAG 1 SYMBOL AND REVISION CLOUD PROVIDED: 0 0 LAV DOCUMENTS SHALL BE CONSTRUED ACCORDING TO THE FOLLOWING 0 HI -LO ACCESSIBLE DRINKING FOUNTAIN INTERIOR WALL TYPE TAG PRIORITES: 0 SERVICE SINK HIGHEST PRIORITY: MODIFICATIONS 100 INTERIOR ELEVATION TARGET SECOND PRIORITY: AGREEMENT TENANT SUITE 1821 OCCUPANT LOAD: 38 MALE / 39 FEMALE REQUIRED: 1 WC / 500 OCC. THIRD PRIORITY: ADDENDA - LATER DATE TO TAKE X WINDOW TYPE ELEVATION TAG 1 LAV / 750 OCC. PRECEDENCE 0 GENERAL "PLAN" DI!!�ENSIONAL CONVENTIONS 1 DRINKING FOUNTAIN /1,000OCC. _ 1 SERVICE SINK " FOURTH PRIORITY: SUPPLEMENTARY GENERAL OFE. SURFACED MOUNTED FIRE EXTINGUISHER PROVIDED: 1 WC CONDITIONS 1 LAV FIRE EXTINGUISHER IN RECESSED CABINET ALL PLAN DIMENSIONS SHOWN ARE BASED ON NOMINAL STUD AND FIFTH PRIORITY: GENERAL CONDITIONS ® CMU WALL DIMENSIONS AND ARE SUBJECT TO FIELD ADJUSTMENT '1 HI -LO ACCESSIBLE DRINKING FOUNTAIN SIXTH PRIORITY: SPECIFICATIONS FOR ACTUAL MATERIALS. PLAN DIMENSIONS HAVE A GRAPHIC 0 SERVICE SINK SEVENTH PRIORITY: DRAWINGS EMERGENCY LIGHT TOLERANCE OF =1/2". MINIMUM CLEAR AND ALL CORRIDOR DIMENSIONS ARE NOT TO BE REDUCED. COORDINATE ALL 18. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL REFER TO ALL OF THE DUAL EMERGENCY /EXIT COMBINATION LIGHT EQUIPMENT DIMENSIONS WITH THE MANUFACTURER, OWNER, OR Q. ALTERATION LEVEL: LEVEL 2 ALTERATION PER EXISTING BUILDING CODE 5TH EDITION DRAWINGS, INCLUDING THOSE SHOWING PRIMARILY THE WORK OF THE OWNER'S REPRESENTATIVE. 504.1 SCOPE MECHANICAL, ELECTRICAL, AND OTHER SPECIALIZED TRADES, AND TO ALL OF CEILING MOUNTED EXIT LIGHT LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. THE SECTIONS OF THE SPECIFICATIONS, AND SHALL PERFORM ALL WORK �- CEILING MOUNTED EXIT LIGHT WITHs REASONABLY INFERABLE THEREFROM AS BEING NECESSARY TO PRODUCE THE DIRECTIONAL ARROW 504.2 APPLICATION INDICATED RESULTS.\ o ° ¢ INTERIOR WALL LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 FOR LEVEL 1 ALTERATIONS AS WELL AS THE 9 THE MECHANICAL ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS WALL MOUNTED EXIT LIGHT W LU DIMENSIONS ARE PROVISIONS OF CHAPTER 8, 1 , ZZ ZO 7 FROM CENTER INTERIOR ARE DIAGRAMMATIC ONLY, AND ARE NOT INTENDED TO SHOW THE ALIGNMENT, CEILING MOUNTED EXHAUST FAN LINE TO CENTER DIMENSION ZW p LINE WHEN SHOWN BEGIN FROM THE PHYSICAL LOCATIONS OR CONFIGURATIONS OF SUCH WORK, UNLESS NOTED ® o DIMENSIONED INSIDE FACE x OTHERWISE. WORK SHALL BE INSTALLED WITHOUT ADDITIONAL COST TO THE RECESSED HVAC SUPPLY DIFFUSER _j o W TO THE CENTER OF CMU OWNER TO CLEAR ALL OBSTRUCTIONS, PERMIT PROPER CLEARANCES FOR Q w IF DOOR IS SHOWN THE WORK OF OTHER TRADES, ADN PRESENT AND ORDERLY APPEARANCE ADJUST TO GRAPHICALLY ADJUSTr BE EQUAL CENTERED BE EQUAL WHERE EXPOSED. 20. WHERE THE WORK IS TO FIT WITH EXISTING CONDITIONS OR WORK TO BE RECESSED HVAC RETURN DIFFUSER DIVIDE THE WALL SPACE ON '(FIE TWO PERFORMED BY OTHERS, THE CONTRACTOR SHALL FULLY AND COMPLETELY SIDES EQUALLY JOIN THE WORK WITH SUCH CONDITIONS OR WORK, UNLESS OTHERWISE13 SPECIFIED. 24"X48" RECESSED FLUORESCENT APPLICABLE CODES AND STANDARDS 21. IN ALL CASES IN WHICH A MANUFACTURER'S NAME, TRADE NAME OR OTHER � LIGHT FIXTURE PROPRIETARY DESIGNATION IS USED IN CONECTION WITH MATERIALS OR U -i- 6" MINIMUM �- ARTICLES TO BE FURNISHED UNDER THIS CONTRACT, WHETHER OR NOT THE PHRASE 'OR EQUAL' IS USED AFTER SUCH NAME, THE CONTRACTOR SHALL 24" X 24" RECESSED FLUORESCENT MIN OF 2" GYP - -MANUFACTURER(S)WITHOUT LIGHT FIXTURE BETWEEN DOOR FRAME • • 6" MINIMUM - �- FURNISH THE PRODUCT OF THE NAMED SUBSTITUTION UNLESS WRITTEN REQUEST FOR SUCH SUBSTITUTION HAS AND WALL 6" MINIMUM 18" MIN CLEAR BEEN SUBMITTED BY THE CONTRACTOR AND APPROVED IN WRITING BY THE 24" X 24" RECESSED FLUORESCENT LIGHT OF ANY CABINET 1a" MIN CLEAR ,--- 6" MINIMUM ARCHITECT. FIXTURE W/ EMERGENCY POWER / BATTERY MEN WOMEN RESTROOM 22. WHERE NO EXPLICIT QUALITY OR STANDARDS FOR MATERIALS OR BACKUP WORKMANSHIP ARE ESTABLISHED FOR WORK, SUCH WORK IS TO BE OF GOOD TOILET ROOM WALL MOUNTED SIGN UNIVERSAL SYMBOL OF ACCESSIBILITY QUALITY FOR THE INTENDED USE AND CONSISTENT WITH THE QUALITY OF THE 24" X 24" RECESSED FLUORESCENT LIGHT SURROUNDING WORK AND THE CONSTRUCTION OF THE PROJECT GENERALLY. FIXTURE W/ EMERGENCY POWER / BATTERY t= ACCESSIBILITY SIGNAGE NOTES: 23. THE ARCHITECT AND/OR ENGINEER OF THIS CONTRACT SET OF DOCUMENTS BACKUP 12° MIN CLEAR ON PUSH SIDE CHARACTER PROPORTION: LE�TER P AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT tEIGHT RA"rl0 BETWEEN 3:5 AND 1:1 WILL NOT ACCEPT RESPONSIBLITY AS TO ANY UNAUTHORIZED CHANGES ORANDA STROKE -WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. DEVIATIONS TO THIS PROJECT THAT DIFFER FROM THE PLANS AND UNLESS A DOOR'S LOCATION IS DIMENSIONED OR LAID OUT SPECIFICALLY, SUCH AS SHOWN CENTERED, RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS (PICTOGRAMS): SPECIFICATIONS WITHOUT FINAL WRITTEN APPROVAL FROM THE ARCHITECT TYPICAL DOOR LOCATION IN A WALL SHALL LETTERS AND NUMERIC SHALL BE RAISED 1/32 IN., UPPERCASE, SANS SERIF OR SIMPLE SERIF PLACED TO MEET THE FLORIDA ACCESSIBILITY CODE 'TYPE AND SHALL BE ACCOMPANIED WITH GRADE BRAILLE. RAISED CHARACTERS SHALL BEAT OR ENGINEER, AS TO SUCH ACTION. FIRST + AND THE ABOVE REQUIREMENTS SECOND. LEAST PA IE BY HIGH, BUT L HIGHER THAN 2 IN. (50 MM). PICTOGRAMS SHALL W ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW'THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6 IN. (152 MM) MINIMUM OF APPLICABLE CODES AND STANDARDS HEIGHT. ABBREVIATIONS FINISH AND CONTRAST: THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND OR A.B. ANCHOR BOLT CT CERAMIC TILE GALV. GALVANIZED REQ'D REQUIRED FBC 5TH ED, (2014) FLORIDA BUILDING CODE DARK CHARACTERS ON A LIGHT BACKGROUND. ABV. ABOVE DIA. DIAMETER G.C. GENERAL CONTRACTOR RND ROUND FPC 5TH ED. 2014 FLORIDA PLUMBING CODE MOUNTING LOCATION AND HEIGHT: A/C AIR -CONDITIONER DISP. DISPOSAL GFI GROUND FAULT INTERRUPTER S.F. SQUARE FOOT (FEET) ( ) WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE ADJ. ADJUSTABLE E.W. EACH WAY HGT HEIGHT SHT SHEET FMC 5TH ED. (2014) FLORIDA MECHANICAL CODE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL A.F.F. ABOVE FINISHED FLOOR ELEC. ELECTRICAL MFGR MANUFACTURER SQ. SQUARE SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE AIR HANDLER UNIT ELEC. ELEVATION MIN. MINIMUM TEMP.A. TEMPERED FBC 5TH ED. (2014) FLORIDA ENERGY CONSERVATION CODE PLACED ONTHE NEAREST, ADJACENT WALL. MOUNTING LOCATION OF SUCH SIGNAGE SHALL BE A.H.U.A.H BEAM EXT. EXTERIOR MIR. MIRROR TYP. TYPICAL SO THAT A PERSON MAY APPROACH WrrHIN 3 IN. (76 MM) OF SIGNAGE WITHOUT ENCOUNTERING BBM.OT. BOTTOM FBC FLORIDA BUILDING CODE N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE FAC 5TH ED. (2014) FLORIDA ACCESSIBILITY CODE PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. MOUNTING HEIGHT SHALL BE 60 IN. (1525 MM) ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. CLG. CEILING FIN. FLR. FINISHED FLOOR OPN'G OPENING VERT. VERTICAL FFPC 5TH ED. FLORIDA FIRE PREVENTION CODE CJ CONTROL JOINT F.G. FIXED GLASS PED. PEDESTAL VTR VENT THROUGH ROOF SYMBOLS OF ACCESSIBILITY: COLUMN FLR. FLOOR PSF POUNDS PER SQUARE FOOT W/ WITH NFPA-70-2011 NATIONAL ELECTRICAL CODE FACILITIES AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCESSIBLE BY SECTION 4.1 OF THE COL. COMP. COA/C COMPRESSOR FT. FOOT /FEET RAD RADIUS W/C WATER CLOSET A.D.A.A.G SHALL USE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. FX FIXED WP WATER PROOF .. ., ,. ., ..,, ,,.,. .,,: , . ,: ._a. ..,.r✓,,. ,.. ,,,.. . .. .xia. ... a �.,.....,.a,.....,±.:scsxtx3u�..�_...,.s....,,...<a€,,,.a'ias..x .r:� .;x.�*�a .. . . , . .. - ..,. .. 3 ¢':,, 1. iy , , r «':'. o. w rs ,p rv;.K. p , i ,. 4,.. a r ,R se•$.:.i.m4:.vx.b iYd"`a.:auSY x ,a 3:Sx a,9...$iu �Se' Sd`sw..e�. A3u3�.&a"xw.w "... .a.ra.. 'dt..,. +1l«.:aa.:t., •e.aad£,"trsG.fa, .9u¢.anw.,iri3?v,.ft«s..0,dws.i..L,„; xx.s,.,s.,:9,r .,..w:.s,.., ...,�-wE-y., ,,,, .;.,'�`rid'""FdviSFiM'.rxi„ti� g>.'dcC.:�"i"ui^acac.s. ..1:'tu.:..ksua.,.u.:-,fit;.. .,..ts"Ja ..,,, ..... .�S.s94 li,3._si513:"t f U Iwus .. 2 I v `� I 4 I 5 ISSUE DATE: JANUARY 27, 2016 PROJECT DATA/ SYMBOL LEGEND/NOTES .,, UJELLSTUOIO A RG hl I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN SfREE1 ■ CLERMONF, FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 www.powellstudioarch.Corn AAlt 26002236 © COPYRIGHT 2016 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 ARCHTrECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THI5 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: i R s OWNER / PROJECT: WEINGARTEN REALTY � �y ast S Q ( w O _j 3: LL wD C) O LL p '"�.' w O o®� O O � � O uj 0 co U - w 0 w y, p w LIL n ly w 01-1 O CN ®o Q o< 0 r Z Q O('S z co r oo I r I PROFESSIONAL SEAL: �k-'A `0 AR9 '67 1 I PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 PROJECT DATA/ SYMBOL LEGEND/NOTES In C 0 N EXISTING PLAN / DEMOLITION GENERAL NOTES: 1. THIS PLAN IS NOT INTENDED TO BE ALL-INCLUSIVE, ACTUAL CONDITIONS MAY VARY. G.C. SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 2. FIELD VERIFY EXISTING WALL RATINGS, NOTIFY ARCHITECT OF ANY VARIATIONS FROM PLAN. 3. G.C. SHALL BE RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED TO INSTALL NEW WORK AS SHOWN OR AS OTHERWISE INDICATED ON THIS SET OF CONSTRUCTION DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: a. REMOVE NUN -LOAD BEARING WALLS AS INDICATED INCLUDING DOORS AND FRAMES, AND ALL OTHER ITEMS INDICATED TO BE REMOVED ON THIS SET OF CONSTRUCTION DOCUMENTS. b. PATCH AND / OR REPAIR ALL FLOOR, CEILING, AND / OR WALL SURFACES WHERE EXISTING CONSTRUCTION IS TO REMAIN. c. CONTRACTOR MUST PLAN, SCHEDULE, AND COORDINATE ALL REMOVALS (AND NEW WORK) TO AVOID INTERRUPTION OF SERVICES ELECTRICAL FIVAC PLUMBING, AND FIRE PROTECTION. d. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE SCOPE OF WORK FOR THIS PROJECT. G.C. SHALL REPORT ANY PROBLEMS AND/OR DISCREPANCIES TU THE ARCHITECT OR OWNER PRIOR TO THE COMMENCEMENT OF WORK. e. REFER'fO ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL NOTES ON DEMOLI PION, MODIFICATIONS, AND PHASING. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE EXISTING BUILDING RESULTING FROM WORK ASSOCIATED WITH THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS RESULTING FROM DAMAGES TO THE INSIDE OR OUTSIDE OF THE BUILDING AS A RESULT OF THE WORK. THE GENERAL CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY AND ALL ALL MOLD TESTING, ABATEMENT OF HAZARDOUS MATERIALS, AND THE REQUIRED REPAIR LABOR, AND MATERIALS AT NO COST TO THE OWNER. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR WEATHERPROOFING THE EXISTING BUILDING DURING THE COURSE OF THIS PROJECT. THE G.C. SHALL ALSO BE RESPONSIBLE FOR REPAIRS TO ANY AND ALL WATER DAMAGE SUSTAINED AS A RESULT OF PROJECT WORK WITH O COST TO THE OWNER. �I H N 4. DEMOLITION KEYNOTES - REFER TO DEMOLITION KEYNOTES FOR SPECIFIC DEMOLITION REQUIREMENTS. SPECIFIC DEMOLITION ITEMS ARE NOT TO BE CONSIDERED ALL INCLUSIVE OR COMPLETE IN THEMSELVES. PERFORM ADDITIONAL DEMOLITION THAT MIGHT REASONABLY BE REQUIRED FOR PREPARATION OF INSTALLATION OF NEW CONSTRUCTION OR SPECIFIED FINISHES. DEMOLITION SHALL BE PERFORMED IN A MANNER THAT WILL NOT DAMAGE ADJOINING SURFACES INDICATED TO REMAIN. SURFACES SHALL BE PATCHED IF NECESSARY TO PROVIDE A SUITABLE SUBSTRATE FOR NEW FINISHES. 5. SITE VISIT - PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE FACILITY AND BECOME THOROUGHLY FAMILIARIZED WITH EXISTING CONDITIONS. NO CLAIMS FORADDITIONAL WORK DUE TO OBSERVABLE CONDITIONS WILL BE CONSIDERED. 6. SCHEDULING - SCHEDULE DEMOLITION WORK WITH FACILITY ADMINISTRATION PRIOR TO START OF WORK TO MINIMIZE DISRUPTION OF SERVICES AND PROVIDE FOR THE UNINTERRUPTED FUNCTIONING OF THE FACILITY. 7. OPENINGS - WHERE OPENINGS ARE CREATED IN EXISTING CONSTRUCTION SCHEDULED TO BY DEMOLITION WORK INDICATED HEREIN, , SUCH AS REMOVAL OF EXISTING DOORS OR WINDOWS ON WALLS INDICATED TO REMAIN, NEW CONSTRUCTION SHALL BE OF TYPE AND THICKNESS TO MATCH ADJACENT. FILL OPENINGS AND FINISHES INSTALLED TO MATCH EXISTING UNLESS NEW FINISHES ARE SCHEDULED FOR THOSE SURFACES. 8. EXISTING SERVICES - WHERE EXISTING SERVICES SUCH AS PLUMBING, ELECTRICAL, ETC. ARE AFFECTED BY DEMOLITION WORK, SUCH AS REMOVAL OF AN EXISTING PARTITION, THE SERVICES SHALL BE REMOVED TO A POINT WHERE THEY CAN BE CAPPED AND TERMINATED UNLESS OTHERWISE SHOWN ON THE DRAWINGS OF THE SPECIFIC DISCIPLINE AFFECTED. J. NEW FINISHES -WHERE NEW FINISHES ARE SCHEDULED FOR EXISTING OR RENOVATED SPACES THE CONT E CONTRACTOR SHALL REMOVE EXISTING FINISHES AND D PREPARE SUBSTRATES TO RECIEVE NEW FINISHES AS SCHEDULED. PREPARATION OF SUBSTRATES SHALL INCLUDE, BUT NOT LIMITED TO THE FOLLOWING IF DEEMED REQUIRED BY THE ARCHITECT: - PATCHING AND/OR LEVELING OF FLOOR SLAB - SKIM COATING OF GYPSUM WALLBOARD SURFACES - SANDING OF METAL FRAMES, ETC, 10. WHERE WALLS, CEILINGS, AND /OR FINISHES ARE SHOWN TO BE REMOVED, ALL EXISTING INTERIOR COMMUNICATION, DATA, CABLE, ETC. OUTLETS SHALL BE REMOVED. ALL EXISTING WIRING AND CONDUIT ASSOCIATED WITH THESE ITEMS SHALL ALSO BE REMOVED, 11. WHERE LIFE SAFETY LIGHTING AND/OR FIRE ALARM DEVICES ARE LOCATED ON PARTITIONS SCHEDULED FOR DEMOLTNON, RELOCATE OR REPLACE DEVICES AS SHOWN ON THE FLOOR PLAN (A3,1). CONTRACTOR MUST COORDINATE MODIFICATION OF FIRE ALARM SYSTEM WITH B EXISTING FIRE ALARM PROVIDER, AND SUBMIT ANY REQUIRED DOCUMENTATION TO THE BUILDING DEPARTMENT. DEMOLITION KEY NOTES: OREMOVE DEMISING PARTITION. DISCARD MATERIALS. PATCH AND REPAIR ANY DAMAGE TO ADJACENT FINISHES TO REMAIN. OREMOVE PORTION OF EXISTING CEILING GRID AND TILES AS DIMENSIONED, AS TO ALLOW CONSTRUCTION OF NEW ONE (1) HOUR FIRE RATED PARTITION / DEMISING WALL. REMOVE ALL CEILING FIXTURES LOCATED IN AREA OF GRID TO BE REMOVED, INCLUDING ALL 2'X 4' FLUORESCENT LIGHT FIXTURE AND ANY OTHER FIXTURES ASSOCIATED WITH CEILING. REMAINING SUSPENDED CEILING D D'TO REMAIN. PREPARE TO REINSTALL CEILING I GRID, D IILES AND 2'X 4' FLOURESCENT LIGHT FIXTURES. OREMOVE EXISTING INTERIOR PARTITION TO BUILDING STRUCTURE INCLUDING ALL EXISTING INTERIOR DOORS, FRAMES, HARDWARE, AND ALL ASSOCIATED ELEMENTS, DISCARD MATERIALS. PATCH AND REPAIR ANY DAMAGE TO ADJACENT FINISHES TO REMAIN. 4 REMOVE AND DISCARD ALL EXISTING ESTROOM PLUMBING FIXTURES, GRAB BARS MIRRORS, , ETC. SEE PLUMBING DRAWINGS. 5 REMOVE ALL FLOORING MATERIAL TO CONCRETE SLAB. DISCARD MATERIALS. PATCH AND REPAIR ANY DAMAGE TO ADJACENT FINISHES TO REMAIN. PREPARE FOR INSTALLATION OF FUTURE TENANTS' FLOORING. CEILING \FIXTURES.REMOVE GYP CEILING CEILING AND DISCARD MATERIALS. PATCH AND REPAIR ANY DAMAGE TOA ADJACENT F N SHES TO REMAIN 2 3 SHOPPING CENTER SIDEWALK AND PARKING AREA EXISTING CANOPY 1 ABOVE i \ADJACENTvSUIT,E 1005,\,v, y CHIPOTLE MEXICAN •GRILLv'vy\ \ RESTAURANT\USE \\ N.I.C. `\ \• \ EXISTING AREA: 2400 SIF y v Q v v \ \ z \ \\ \ \ w \\ \ \ \ \ w \ \ \ cq \ \\ \ \ \ \ Fw- \ \ , \ U) \ \ \ w v` \\ v v v \ ^\A \ \ v a , 3 \ SHOPPING CENTER SERVICE AREA F." nr_t nu 5 ISR+ nn EXISTING / DEMOLITION FLOOR PLAN 1/4" = 11-011 3 4 5 I ........... I ! i I \ , \ \ z \ \ \ i \ w \ N.,LLI \\ \ \\ Q \ \ \ \ \\ \ i z\ ` \ v y \ \ - J ENT SU TE 771 A A I R � 'l L'\ \ VACANT \00 \\\ (RESTAURANT USE) Lu Lc. hy`\ EXISTING AREA: 2,400 SF \ \ \ X y \\ w \\ \I ` \\ \ `• \\ \ \\ I \ \ \ I ! \ \ \\ f \ \ I `•, "\ \ \ \ 1. � r a 1 \ \ \ \ f J \\ i \J I 1 6 I S �pIV 5 EXISTING SUITE 1813 LEASE LINE DIMENSION www.powellstudioorcll.corn AAlt 26002236 ] © COPYRIGH F 2016 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND 41 PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL ' DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EXISTING SUITE 1821 LEASE LINE DIMENSION ( OWNER / PROJECT: WEINGARTEN REALTY s 1 I W - IEXISTING CANOPY _. _ . .._....._,_. ........ --..._.. _.. I EXISTING CANOPY I -... 1 O _.. _..... _ ..._,_ .._. . _ __... .. .-. ......... . ..... .. ..... .... .......... ....... _. I UO PROFESSIONAL SEAL: O F I ABOVE I I ' AR94 RED AR 1 €rill- EXISTING STOREFRONT I ASSEMBLY SYSTEM AND STOREFRONT DOOR TO REMAIN.REMAIN. ABOVE I EXISTING ASSEMBLY `ifOREFRONTDOORTO STOREFRONT SYSTEM AND 1 MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 EXISTING / DEMOLITION FLOOR PLAN A301 .,. 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INKING _. � f / \ .. os\ FI(E RISER " w �` l EX IS T'G €HCRR W \ lHORA \ Z• &A 1� f { I. `.. 0 I XISTING EMERG. 1 LL 1 .. ;. ,\ I 3 \ b \ \ U F n Z W _. _ f,,: _ / 1 EXISTI LIGHT / COMBO G EME �T If tEMA U f IN !T• 1 v i � r LIGHT / EXIT) e OM O TO 11f(C REMAIN E I — — 21: s2 EXliCINE TWO 2 hl0 I'Z w.,. \1 FIRE RATED ALL w \ i tl .,...,.-..�......._`.'_... .. _.._...___,_.__. 1] .._. :1__.,1 ij �\ Ii jj, _ .t..... .1.... ..._\....1... ..... " 5- d^+, 3 S`.J &'.i:. Cx:SPLl {� f 4 a f ` I I .. _ .. .... .._ ., .. E .. _ _................................. :3. . ......... I !~~/~ / EXISTING EXISTING ELECT. EXISTING PANEL � ` \ � I EXI:TfING ELECT. PANEL \\ II i ✓ '« REAR DOOR TO REMAIN. ELECT. PANEL ! I - EXISTING ELECT. PANEL { i 20'-8" 20'-8" E7VICrIK1r1 c11€=7 40413 1 cAoc l InIC n1RACn101nn1 CVIQTINIfl QI IITC 4874 I CACC 11NIC nIhAC:NIQInNI EXISTING / DEMOLITION FLOOR PLAN 1/4" = 11-011 3 4 5 I ........... I ! i I \ , \ \ z \ \ \ i \ w \ N.,LLI \\ \ \\ Q \ \ \ \ \\ \ i z\ ` \ v y \ \ - J ENT SU TE 771 A A I R � 'l L'\ \ VACANT \00 \\\ (RESTAURANT USE) Lu Lc. hy`\ EXISTING AREA: 2,400 SF \ \ \ X y \\ w \\ \I ` \\ \ `• \\ \ \\ I \ \ \ I ! \ \ \\ f \ \ I `•, "\ \ \ \ 1. � r a 1 \ \ \ \ f J \\ i \J I 1 6 I S �pIV 5 A R Q FI 1 T E Q T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN SIREEF ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680.7163 www.powellstudioorcll.corn AAlt 26002236 ] © COPYRIGH F 2016 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND 41 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 CONJUNCHON WI FIT 'ThIE SPECIFIED PRUJL-CT. II HIS DRAWING MAY NUT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPomriON 1 FOR ANY PURPOSE WHATSOEVER WHHUUT'THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ( OWNER / PROJECT: WEINGARTEN REALTY s 1 I W Y < w > w c) LL W ❑ 1 Ou. O ' w O a' m O O 0 W _j V) �./ ! LL .I[�� W` co 0 w 1 O W ce 00 [)� 0 U)J 06z (y) UO PROFESSIONAL SEAL: O F ' AR94 RED AR PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 EXISTING / DEMOLITION FLOOR PLAN A301 .,. W1.112 6 C' FBI "I 1 r FLOOR PLAN SYMBOL LEGEND: $'.0 k- &" E^I EXISTING INTERIOR FRAME WALL (ONE HOUR FIRE RATED) ® NEW INTERIOR PARTI HON NEW IN FIRE RATED FRAME PARTITION (U.L. DESIGN NO. 419) X# INTERIOR WALL TYPE TAG FIRE EXTINGUISHER - SURFACE MOUN IED ®FE fZA LEVEL THRESHOLD TRANSITION (1/2" MAX.) EXIT I EMERGENCY COMBINATION LIGHT EMERGENCY LIGHT (WALL MOUNTED) EGRESS WIDTH EGRESS DIRECTION I WIDTH / OCCUPANT LOAD CALCULATION OCCUPANTLOAD 2 FLOOR PLAN GENERAL NOTES: 1. THE SCOPE OF WORK FOR THIS PROJECT IS THE LANDLORD'S SCOPE OF WORK ONLY, TO PREPARE THE EXISTING VACANT SUITES FOR A FUTURE TENANTS. THE FUTURE TENANT OF EACH SUITE IS RESPONSIBLE FOR SUBMITTING SEPARATE DRAWINGS FOR PERMITTING FOR ANYADDITIONAL WORK OUTSIDE OF THE SCOPE DEPICTED HEREIN. 2. CONTRACTOR TO PROVIDE AND INSrALL NEW 10LB ABC FIRE EXTINGUISHERS AND COORDINATE T ' PLACEMENTS WITH FIRE MARSHALL. INS FALL QUANTITY AS REQUIRED SO AS NOT O EXCEED 75OF TRAVEL TO AN EXTINGUISHER. 3. THERE ARE NO EXTERIOR SIGNS AS PART OF THIS SCOPE OF WORK. EXTERIOR SIGNAGE WILL BE PERMITTED BY FUTURE TENANT. 4. EXISTING FLOUR FINISH TO BE REMOVED TO CONCRETE SLAB. PREPARE CONCRETE SLAB FOR INSTALLATION OF NEW FLOOR FINISH BY FUTURE'TENANTS. 5. EXISTING CEILING TO REMAIN'THROUGHOUF SUITE. REPAIR DAMAGES CREATED DURING DEMOLITION PHASE. BUILDING CODE ANALYSIS AND SUMMARY A. EXISTING AREA 77 OCCUPANTS TENANT SUITE 1813: 1,800 SF TENANT SUITE 1821: 1,800 SF B. RE -DEMISED AREA \ TENANT SUITE 1813: 1,300 SF TENANT SUITE 1821: 2,300 SF C. CONSTRUCTION TYPE: TYPE II -B D. FULLY AUTOMATIC FIRE SPRINKLER SYSTEM: YES E. FIRE ALARM: YES F. OCCUPANCY: TO REMAIN. TENANT SUITE 1813 M - MERCANTILE TENANT SUITE 1821 M - MERCANTILE G. CHANGE OF USE: NO H. OCCUPANCY LOAD CALCULATION: 75'-0" TENANT SUITE 1813 20 -4 - M - MERCANTILE: 1 OCC. / 30 GSF 1,300 SF / 30 GSF = 43 OCCUPANTS TOTAL OCCUPANT LOAD: 43 OCCUPANTS TENANT SUITE 1821 _. _. . ._._....._._ M - MERCANTILE: 1 OCC. / 30 GSF 2,300 SF / 30 GSF = 77 OCCUPANTS TOTAL OCCUPANT LOAD: 77 OCCUPANTS I. MAXIMUM ALLOWABLE AREA (FBG TABLE 503): 12,500 SF /FLOOR ACTUAL TENANT AREA \ TENANT SUITE 1813 1,300 SF TENANT SUITE 1821 2,300 SF J. MAXIMUM ALLOWABLE HEIGHT (EACH SUITE) (FBC TABLE 503): TWO (2) STORIES ACTUAL TENANT MAXIMUM HEIGHT= 20'-0" +/- (1 -STORY) K. NUMBER OF EXITS REQUIRED (EACH SUITE) (FBC TABLE 1o19.1): TWO (2) EXITS PROVIDED: TO REMAIN. TENANT SUITE 1813 TWO TENANT SUITE 1821 TWO L. MAX. EXIT ACCESS TRAVEL DISTANCE (EACH SUITE) (FBC TABLE 1o16.1): 50'-0" M. MAX. COMMON PATH OF EGRESS TRAVEL (EACH SUITE) (FBC 1014.3): 75'-0" N. MAX. DEAD END CORRIDOR LENGTH (EACH SUITE): 20 -4 - (NONE PROVIDED) ILL O. FIRE RESISTANCE RATING REQUIREMENTS (FBC TABLE 601 & FBC 705.4) o c) LJJ LjL PARTY AND FIRE WALLS: 0 HR STRUCTURAL FRAME: 0 HR BEARING WALLS - INTERIOR 0 HR BEARING WALLS - EXTERIOR 0 HR NONBEARING WALLS & PARTITIONS (INTERIOR) 0 HR NONBEARING WALLS & PARTITIONS (EXTERIOR) 0 HR FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION 0 HR P. PLUMBING FIXTURE CALCULATIONS (FPCTABLE403.1) Q J NOTE: we r.0 THIS PERMIT IS FOR THE LIMITED LANDLORD SCOPE OF WORK ONLY, TO PREPARE THE EXISTING VACANT SUITES FOR A FUTURE TENANTS. THE FUTURE TENANT OF EACH SUITE IS RESPONSIBLE FOR SUBMITTING SEPARATE DRAWINGS FOR PERMITTING FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE DEPICTED HEREIN. TENANT SUITE 1813 OCCUPANT LOAD: 21 MALE 122 FEMALE REQUIRED: 1 wC / 500 OCC. 1 LAV / 750 OCC. 1 DRINKING FOUNTAIN / 1,000 OCC. 1 SERVICE SINK PROVIDED: 0 WC 0 LAV ; 0 HI -LO ACCESSIBLE DRINKING FOUNTAIN 0 SERVICE SINK TENANT SUITE 1821 OCCUPANT LOAD: 38 MALE / 39 FEMALE REQUIRED: 1 WC / 500 OCC. 1 LAV / 750 OCC. 1 DRINKING FOUNTAIN / 1,000 OCC. 1 SERVICE SINK PROVIDED: 1 WC 1 LAV ii Ii 1 HI -LO ACCESSIBLE DRINKING FOUNTAIN 0 SERVICE SINK Q. ALTERATION LEVEL: LEVEL 2 ALTERATION PER EXISTING BUILDING CODE 5TH EDITION 504.1 SCOPE LIFE SAFETY PLAN LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. 504.2 APPLICATION LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 FOR LEVEL 1 ALTERATIONS AS WELL AS THE PROVISIONS OF CHAPTER 8. ar " al« rz'w1a Ic a.:ase':w^•:"4,2..isW,?,r•..°: 1 2 3 SHOPPING CENTER 1T-1 SIDEWALK AND RE -DEMISED SUITE 1813 PARKING AREA FXIGMN(; (:ANC)PY I a ,5\ \ w \ \\ \ \ , .\ �`\ ••\ lid, \°w", ADJACENT\SUITE 1805 . \ \ CH1POT E IVlEXIGAN,GRII_L`'y, \ I� RESTAURANT\USE N.I.C. \ " EXISTING AREA: 4400 SF \ \\ v v`, " A Aw• \ \v j� \ \ A ; \\ \ \\ z � W w w \ \ \^r \ \ \ \\ DJ WEl\\ \ y. \lu- T13 SHOPPING CENTER SERVICE AREA E DIMENSION ........ ......... ... _... .. I EXISTING CANOPY _. _. . ._._....._._ ABOVE I EXISTING STOREFRONT EXISTING A R C H I T E C T U R E yi SYSTEM AND NEL ELECT, PAi LLI ZQ IASSEMBLY STOREFRONT DOOR TO \ EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECr. THIS DRAWING MAY NOT BE USED OR DISCLOSED FO ANY PERSON, FIRM, OR CORPORATION ; REMAIN, EXISTING (� d In Q I d U 3 ' W o A8.1 - p { EXISTING EMERG. LIGHT I EXIT COMBO TO REMAIN / / / 17'-62.. / DIMENSION FROM / EXISTING DEMISING / WALL FINISH / / / / / MARKETPLACE AT / SEMINOLE TOWNE CENTER SUITE 1813 / RE -DEMISED AREA: 1,300 SF / a Z / L / W ❑ 0 LL / W / �d L / ) / o - _ / LI O / z / / 1813 MAIN w / — / LEASE SPACE / _1213-101 / / //Lu U N 0 � O II /J /z W /(09 U _ � J � J /mow /O / / z A v L Lu ❑ Y z10 a® w� LL Lu o rl \ T-104" / $" / / / A FINISH OF NEW DEMISING / WALL 'r0 ALIGN WITH / EXISTING 2 HR FIRE RATED WALL FINISH / I / / EXISTING EMERG. LIGHT / EXIT / r COMBO TO REMAIN 1,.__ P; \ s� f � ty, MR, R v i �I EXISTING A R C H I T E C T U R E yi EXISTING NEL ELECT, PAi LLI ZQ ELECT. PANEL \ EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECr. THIS DRAWING MAY NOT BE USED OR DISCLOSED FO ANY PERSON, FIRM, OR CORPORATION ; Q EXISTING (� d EXISTING EXISTING w ELECT. PANEL REAR DOOR - =i TO REMAIN. c O L;7 �0/ l C) �0 W O i ILL Z) C) o c) LJJ LjL 0 w O LL1 � U) 1 w 0 W ui U O().000 Cl z II U) I Q J 06 we r.0 gg co 1 c uiY J PROFESSIONAL SEAL: I oF.Ft'O co e I' � •'• R94 '75) ; �REFD PROJECT NO: PSA2016 02 REVISIONS: ; \ / $" / / / A FINISH OF NEW DEMISING / WALL 'r0 ALIGN WITH / EXISTING 2 HR FIRE RATED WALL FINISH / I / / EXISTING EMERG. LIGHT / EXIT / r COMBO TO REMAIN 1,.__ P; \ s� f � ' RE -DEMISED FLOOR PLAN / LIFE SAFTEY PLAN 1/4" = 1'-0" 3 Im 4 5 34'-1$" EMISED SUITE 1821 LEASE Tn Z EXISTING CANOPY i Q ABOVE I (n j U i U I W O CV <0 33'-104" EXISTING STOREFRONT ASSEMBLY SYSrEM AND STOREFRONT DOOR TO REMAIN. EXISTING EMERG. LIGHT I EXIT COMBO TO REMAIN DIMENSION FROM EXISTING DEMISING WALL FINISH \ MARKETPLACE AT \ SEMINOLE TOWNE CENTER \ SUITE 1821 \ RE -DEMISED AREA: 2,300 SF z \ O \ w \ w \ z w \ U) \ w \ W J (V \ 00 CO od \ c0 \ 00 \ W \ ~ EXISTING COLUMN \ cn \ cl \ 1821 MAIN \ LEASE SPACE w \ 1821-101 w \ fy, \ Off\ gyp\ 1�1\ �O\ Oma\ 4 i_' y\ o ZO� w 0 Z �\ w . _ XISTING ACCESS. - EXISTING TWO 2 FIOUR ( „, C. I E \ FIRE RATED PARTTNON�•� 1 � III -LU DRIN{QNG DEMISING WALL d Cjjj ! I FOUNTAIN \ ROOF ACCESScl q\ I I \ u� HATCH r FIRERISER _ I EXIST G; �.w.l....... O w 0 ❑ Z \ N.I.C. z O z F F 2 (L z F \ I EXISTING EMERG. \ a O tw-- u)LIGHT / EXIT \ uAr7 �) z 1 _ COMBO TO REMAIN ❑ _ .1821 102+ \ EXISTING TWO 2 O HOUR -. i r W x LL i l f...., 9 FIRE RATED WALLFF.,(a. 4 `J 1� .� I tsds...... .. .. .G. ...1...... I . 1.. 1. 20'-8" RE -DEMISED SUITE 1821 LE 5 raj I 1 , Iii I '•i �v \ ,^^v I \ \ \ \ \ 9 ,,i\ \'•, '•\ a� Ij I i \ 71 " �\ p I \ z j ELIJ\ LL! \ ( \ \ \ \ - - a,, "AQJACENT SUITE\1771,. \ "\ ;TN VACANT " ° \\\ (RESTAURANT. USE) EXISTING AREA: 2,400 SF \ a 1 a,, w \ \ `oIT�9, \ \ \ wcl\\' Lit w� LL Ld of I I \\ \ \ 4 \ \ \ \\ kxs. ,ti \ '`,, \�� • • i ask \'* \ � \ \ Y _ .yrs \ '•\ \ � `".. \ I I' 11 1 ` \« \ \ \ �� oll ty, MR, R v i �I EXISTING A R C H I T E C T U R E yi EXISTING NEL ELECT, PAi LLI ZQ ELECT. PANEL \ EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECr. THIS DRAWING MAY NOT BE USED OR DISCLOSED FO ANY PERSON, FIRM, OR CORPORATION ; Q EXISTING (� d EXISTING EXISTING w ELECT. PANEL REAR DOOR - =i TO REMAIN. c O L;7 �0/ l C) �0 ' RE -DEMISED FLOOR PLAN / LIFE SAFTEY PLAN 1/4" = 1'-0" 3 Im 4 5 34'-1$" EMISED SUITE 1821 LEASE Tn Z EXISTING CANOPY i Q ABOVE I (n j U i U I W O CV <0 33'-104" EXISTING STOREFRONT ASSEMBLY SYSrEM AND STOREFRONT DOOR TO REMAIN. EXISTING EMERG. LIGHT I EXIT COMBO TO REMAIN DIMENSION FROM EXISTING DEMISING WALL FINISH \ MARKETPLACE AT \ SEMINOLE TOWNE CENTER \ SUITE 1821 \ RE -DEMISED AREA: 2,300 SF z \ O \ w \ w \ z w \ U) \ w \ W J (V \ 00 CO od \ c0 \ 00 \ W \ ~ EXISTING COLUMN \ cn \ cl \ 1821 MAIN \ LEASE SPACE w \ 1821-101 w \ fy, \ Off\ gyp\ 1�1\ �O\ Oma\ 4 i_' y\ o ZO� w 0 Z �\ w . _ XISTING ACCESS. - EXISTING TWO 2 FIOUR ( „, C. I E \ FIRE RATED PARTTNON�•� 1 � III -LU DRIN{QNG DEMISING WALL d Cjjj ! I FOUNTAIN \ ROOF ACCESScl q\ I I \ u� HATCH r FIRERISER _ I EXIST G; �.w.l....... O w 0 ❑ Z \ N.I.C. z O z F F 2 (L z F \ I EXISTING EMERG. \ a O tw-- u)LIGHT / EXIT \ uAr7 �) z 1 _ COMBO TO REMAIN ❑ _ .1821 102+ \ EXISTING TWO 2 O HOUR -. i r W x LL i l f...., 9 FIRE RATED WALLFF.,(a. 4 `J 1� .� I tsds...... .. .. .G. ...1...... I . 1.. 1. 20'-8" RE -DEMISED SUITE 1821 LE 5 raj I 1 , Iii I '•i �v \ ,^^v I \ \ \ \ \ 9 ,,i\ \'•, '•\ a� Ij I i \ 71 " �\ p I \ z j ELIJ\ LL! \ ( \ \ \ \ - - a,, "AQJACENT SUITE\1771,. \ "\ ;TN VACANT " ° \\\ (RESTAURANT. USE) EXISTING AREA: 2,400 SF \ a 1 a,, w \ \ `oIT�9, \ \ \ wcl\\' Lit w� LL Ld of I I \\ \ \ 4 \ \ \ \\ kxs. ,ti \ '`,, \�� • • i ask \'* \ � \ \ Y _ .yrs \ '•\ \ � `".. \ I I' 11 1 ` \« \ \ \ �� oll ty, MR, R v i �I EXISTING A R C H I T E C T U R E yi U)F- NEL ELECT, PAi www.powellsludioolch.car n c AA# 26002236' COPYRIGHT 2016 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND \ EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECr. THIS DRAWING MAY NOT BE USED OR DISCLOSED FO ANY PERSON, FIRM, OR CORPORATION ; Q EXISTING OWNER / PROJECT: C9 2 ELECT.PANEL { w U N CJ co O 0 ,l ,I I l� ty, MR, R v i �I $i 'mac OW .- I LLST u 13 A R C H I T E C T U R E yi ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN S{REEI ■ CLERMONI, FLORIDA 34711 PH: (352) 874-2340 s FAX: (8//) 680-7183 www.powellsludioolch.car n c AA# 26002236' COPYRIGHT 2016 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL i DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, I EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECr. THIS DRAWING MAY NOT BE USED OR DISCLOSED FO ANY PERSON, FIRM, OR CORPORATION ; FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHI rECTURE, LLC. i CONSULTANT: „ i i OWNER / PROJECT: WEINGARTEN REALTY =i ui �0/ l W O i ILL Z) C) o c) LJJ LjL 0 w O LL1 � U) 1 w 0 W ui U O().000 Cl z II U) I Q J 06 we r.0 gg co 1 c uiY J PROFESSIONAL SEAL: I oF.Ft'O co e I' � •'• R94 '75) ; �REFD PROJECT NO: PSA2016 02 REVISIONS: ; 3i ii Ii MARK DATE DESCRIPTION s1 ISSUE DATE: JANUARY 27, 2016 fl FLOOR PLAN F, LIFE SAFETY PLAN I� i A3m2 a Im 1, jl i. r 8 T:d A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN i 1318 BOWMAN SIREEI s CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www,powellsludioarch.corn AA It 260022:36 ` cO COPYRIGHT 2016 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'rHE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WI FHOU r FHE WRITTEN CONSENT OF POWELL STUDIO ARCHI FECFIJRE, LLC. CONSULTANT: OWNER / PRO.JEC(: VEING:ARTENREALTY W///ylA.tA eopla coast-to-coast t 0� w Q YLij > 0 w ryf W D C)�Y O LL 0 ) W �u W O o0 O Y C) U) J 3:U) LL O 0 :2W� LLJ 0 � O CNz J Q® z 0U) A� J W z (y) 00 rC'r LU j s a PROFESSIONAL SEAL: 9 SOF F R PU eft Y�O �(l • -•A-B 6 5 ; V FREa ARG I PROJECT NO: PSA2016-02 3 k REVISIONS: q8a MARK DATE DESCRIPTION i ISSUE DATE: JANUARY 27, 2016 REFLECTED CEILING PLAN Kj m .j .l a +`.4�. '��IY�e . .E9'L17:13➢i�'ax.I ' �iY' .:.YSY:i'ee ' N': r .. la 6m I POWr�J�LSTUOIOj A R Q Ft I T E C T U R E i ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN SIREEI. CLERMONL FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 www.powell5tudioarch.com AAlt 26002236 COPYRIGHT 2016 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 1`0 ANY PERSON, FIRM, OR CORPORATION g FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN t CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: a 1' 1 f, OWNER / PROJECT: WEINGARTEN REALTY 333333 1 I S; 1' ® f e 3 w O LL W 1 1LU O Lli � a-0 G o<z w U)LL W0 (no - W CL 111-00 UJ 0W VJ LLO [).000 j 00 -1 L U) I <0 J W i r 00 PROFESSIONAL SEAL: s FC OF •!P G�.P��//K •�4 EY Gv� ARG '7 sT�REF o •P.RG�` PROJECT NO: PSA2016-02 REVISIONS: MARK I DATE I DESCRIPTION ISSUE DATE: JANUARY 27, 2016 DOOR SCHEDULE FINISH SCHEDULE WALL TYPES / DOOR TYPES DETAILS A$. I ' , r A Y a C 7j29/20'15 2 BXU11.1.1419- Fife Resistance Ratings - ANS11UL 263 Design No. U419 BXUV,UK 19 Fire Resistance Ratings - ANSI/UL 263 Design/ System / Construction/ Assern bly Usage Disclaimer Authorities Having Jurisdiction shovId be Consulted In all cases as to the particular requirements covering the Itistallatloo and use of UL Certified products, equipment, systern, devices, and materials, 4 Authorities Having Jurisdiction should be consulted before construction. Fire resIsLatice assettiblies iind products are developed by the desigo submitter arid have been Investigated by UL (or cumpliance with opplicable reqo1remeota. The puL$uhed Information Cannot always address every C0115trLiCti011 nuance encountered Ill the fleid, When field issues arise, It Is reconitriended tile first ContdLt for assistance be the technical service staff ;provided by the product tirlaoufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for mach product category and each group of assemblies. 'Tile Guide Information Includes specifics concerning 61tetriate niatutials arid alternate mothods of construction. orily products which bear UL's Mark are cotrSldeied Certified. .. ......... ................ . . ....... ..... .... ­­ .. . . ......... I ...... ............. .... . . .. ... .. ..... BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada foL Ra tic - ANSIAA, _Ml fQr Fin- Rpsimiruricp RatinqZ - U/Iff -21f)l Design No. U419 May 28, 2015 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5 through 5K) Indicates such products shall bear the UL or cUL Certification mark for jurisdictions employing the UL or cUL Certification (suck[ as Canada), respectively. 7/22015 rIX'Nitem piatetLISEXT1 I FRN4i ni?nain a= BXUV.U41 9&ccns1vr tti U e= Fire+ Rests tance R atirigs AN SI/U L 26,31, 1111 BXUV.0 419 - Fire R esistame R af, I yjs - AN SIIU L 2633 1, floor arid Coilling Runners — (Not Shown) — Foil use with Item 2 - Chalurel shaped, fabricated (runt ofl11,25 MSG currusloti-protected steel, mirt deptit to accollinlodate stud size, with inin 1-1/1 In, 10119 lerht, attached to flour and Ceiling with fastilners 24 In. OC max. IA. Framing Members', - floor and Ceiling Runner— Not Shown - In lieu of Item I — For use with Item 213, proprietary channel shaped runners, 3-5/8 In. deep attathed to floor and calling with fasteners 24 lit, OC triax. CALIFORNIA EXPANUED METAL PRODUCTS co — Vjper25"' Track CRACO MFG INC — Saiarfl'rack2510 MARINO/WARE, DIV OF WARE INDUSTRIES INC — Vipe(25'11 Track PHILLIPS MFG Co L L C — Vlpor25111 Track I.B. Fratning Members 0; - Floor arid Ceiling Runner — hot shown - lit lieu of Item I — For u�ie with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 lit, deep fabricated front inin 0.020 lit- thick gaiv steel, attached to floor and ceiling with fasteners spaced 24 in. OC rnax. CALIFORNIA EXPANDED METAL PRODUCTS' CO — Viper­20'"Track MARINA/ WARE, DIV Of WARE INDUSTRIES INC — Vjper20`11 'Track PHILLIPS MFG CO L L C — Viper2r)'" Track 1C.. Framing Metllbersi — Floor stand Ceiling Runners — (Not shown) — In lieu of itent I - Chdiwel 5fiaped, attached to floor and ceiling with fasteners 24 in, QC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPRENIE Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPRIJli~ Fraining System i­AN3l/ULF2WJ_ 21l U.L. DETAIL U-419 (ONE HOUR FIRE PARTITION) NOT TO SCALE 3 4 71292015 BXIJV.U4 19 - Fire P esislaoce Rzifings - 11,01UL263 SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing Systern STEEL CONSTRUCTION SYSTEMS INC — lype SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Frarning Systern ID, Floor and Ceiling Runners — (Not shown)—for use with Item 2A- Channel shaped, 1"I7ricated front ruin 20 MS(3 tonoSlowprotected or golv steial, min daptil to actoifirliodato stud site, with IIIIII I III. luivj N'95, attached to flour and Ceiling with fasteners slwced inax 24 in, OC. I.C. Framing Menibersi— Floor anti Ceiling Runness; — (Nut shovin, As in Olt eliate to Ite it 1) — For utae vdill lteros 2E, 5F or 5C or 51 orly, rhailovi shafted, fabricated frurn inlit. %015 111. (rain bate metal thickness) galvanized steel, attached to floor arid Ceiling vilth fisteners 24 it), OC, Inix, CLARKVIETRICH BUILDING SYSTEMS — CV PirvIRAK DMFCWBS L L C — Ilrolmi< M13A METAL FRAMING — Pro7YRAK RAM SALES L L C — Rant Pro ffiAK STEEL STRUCTURAL. PRODUCTS L LC Tri -S Pro'Tfi.AK IF. Framing Members* - Floor and Ceiling Runner-- Not silvan - In lieu of itern I — For use 'with Item 2F, proprietary Channel shaped runners, minimum viidth to t Iccomiricidate stud size, with 1- 1/8 In. long NgS fabricated from min 0.015 in. (ruin bare metal thickness) gaiv steel, attached to floor arid ceiling with fasteners spaced 24 In. OC nit ax. SUPER STUD BUILDING PRODUCTS — the Edge tG. Framing Members." - floor and Ceiling Runner — For use with herrn 20, proprietary channel shaped runners, rafninium width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC friax. ST1UQC0 BUILDING SYSTEMS — CRCC STUD Track 1H, Flour and Culling Runners — (Not shwan) — Channel shaped, fabricated frolit fillh 0.02 in, qd1v steel, min vVIdUt to adcuinrPnordaata stud size, with (flirt I Int, toolo legs, for use with studs specified b0ow atid fabricated from rain 0.02 in, gal,/ steel or thicker, attached to flour aW Ceiling with fasteners spaced inax 1.4 itil OC. MARINO/ WARE, DIV OF WARE INDUSTRIES INC — V1tter20" Track VT100, It, Framing Menilrurs— floor arid Coillitig Runners — (Not Shown, As an alternate to Item I.) For use with Iterris 2H, than(wil shaped, fabricated from inin. 0,015 In, (film bare trietal thickness) galvanized steel, attached to floor trod cellitio Ylith fa;teriers 24 in. 0C. max. TELLING INDUSTRIES L LC — TRUE -TRACK'"' IJ. Frarrilog Mianittersl- Flour4nd Culling Runner — Nut shovin - Ill lieu of Item I — r.01, uw with Item 21, proprietary choonel shillted runners, 3-5/4 Itti, deep attachLqJ to floor arid Ceiling wftif fastuntits 24 In. OC inax, TELLING INDUSTRIES L L C — 1/Iper25"` 'Track IK. Framing Member's* - Floor and Ceiling Runner — (lot shown - lit lieu of Rein I — For use with Rem 21, proprieftary charinal shaped runners, 1-1/4 in. vilde by 3-5/8 ind deep fabricated from ruin 0.02.0 irl. thick guly steel, attached to floor arid ceiling with fasteners spaced 24 try, OC max. TELLING INDUSTRIES L L C — Vlper2Wl` In, ck p c. 4g brrnrffVlternFiate?1LISEXTltF1�A;,lEf.,Ircnvpac�lrunl?Hasa[e-l�(Ul.J�10�,ccnshorttitls=Flrr�t•FleslStaractewE�artirigsw-+AN�IIULr2F33.., 31H 7/2N20,15 BXUxl.0 419 - Fire R ersis(arxe Ratings - AN SFU L 263 2. Steel Studs — Channel shaped, fabricated from min 25 PiSG corrosion -protected steel, min depth as indicated under Item 5, spiced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 ip. less than assembly height. 2A. Steel Studs — (As all aheirnate to Itein 2, For use with Items 5B, SE, 51-1, 5J arid 5K) Charinel shaped, fabricated frorn min 20 MSG corrosion-pfoteacted or gaiv steel, 3-1/2 in. min depth, spaced a max of 16 In. QC, Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in, less than assembly height. 2G. Framing Members* -Steel Studs — (As an alternate to Itern 2, For use with items SC, 51 or 5K) - Proprietary charincl shaped studs, 3-510 im deep spaced a max of 2,1 in. 0C_ Studs to be cut 3/4 in less than the assembly helUht and in5talled with, a 1/2 lit. gap between the end of the stud and track at the bottom of the wall. For direct ottaCtIrnolit of gypsuro board only, CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25'" CRAG O MFG INC — mart Stud25'" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Vipar25"* PHILLIPS MFG CO L L C — Viper25... 2C. Framing -Stutl$tuds — Not shown - In lieu of Itern 2 — proprietary chantial Oiapud rtuel studs, inio depth as Indicated undur Item 5, spaced a inax it 2.; in, 0C, 1,)bricated from min 0.020 W. (nick galv sLeul. Studs cut 3/8 in. to 3/4 lit. lose lit lurigths; than assembly heights, CALIFORNIA EX PANVED METAL PRODUCTS CO — Viper2U'8' MARINO/WARE, DIV Of WARE INDUSTRIES INC — Vlpt:00... PHILLIPS MFG CO L L C — Vlpar20'11 2D, Friming Members 41— Steel Studs — lit lieu of Item 2- Channel shaped studs, inin depth as indicated uoder ltum 5, spaced a triLix of 24 Ill. OC, 'Studs to be Cut 3/4 In. lass than assembly helght, Tyl, L ' . SUPREJV1E Framing System ALLSTEEL 8t GYPSUM PRODUCTS INC CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Franiloy Systen't QUAIL RUN BUILDING MATERIALS INC — 'Type SUKI.EMC Framing Systern .SCAFCO STEEL STUD MANUFACTURING CO —Type SUPREME Framing System STEEL CONSTRUCTION SYST E615 INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC —Type SUPREME Printing System 2E. Frarning Menibeirs"— Steel Stud,; — (Piot shown, As an alternate to Item 2) —For use with Items 5F or 513 or 51 or 5K only, Channel shaped studs, min depth as indicated under Item 5F, 5G or 51, fabricated from min. 0.015 In. (iiiiii bare trietal thickness) galvanized steel, -qyaced a mix of 24 Iri. OC. Studs to be cut 3/4 in. less than assenillily helght. CLARKDIETRICH BUILDING SYSTEMS — CO ProSTUD UMFCWBS L L C — Pr*STUD MBA METAL FRAMING — PfuS IUD RAM SALES L L C — Rant ProSTUD h(1p11daLibaSe.UL(!GIT1 1Cq1-b1r)1X(VitetTi T:1ate;LISEXT1I FRAM Elsh(wipageJitt nI?najne= BXUk/.U419&c(;usJ toi iti (I e= Fire-+ Resistance+ Rafin�js +- i­ANSI1UL-i­2(YJ... 4111 CONTINUED ON SHEET A9.2 3 4 712(JI20 15 5 BXUV.U419- Fire Resistame Ratings -ANSIiUL 263 STEEL STRUCTURAL PRODUCTS L L C — Tri -S PiOSTUD 21". Framing Members ii - Steel Studs — Not 0IO"vil - III lieu of Item 2 — propirk"tory chatiliel !ilkdped st(44A studs, FoIrtitnum width indiciited under Itm, it 5, 1-1/4 in. deep fabricated front min 0,015 lit. (into bare rnetal thickness) giJivaniZed Steel, Studs 3/8 to, to 3/11 lit, less In lengths, ishan assembly heighis, SUPER STUD BUILDING PRODUCTS — Tile Edge 2G. Framing folemUers" - Steel Studs — Plot 511own - lit lieu of Item 2 - ptoprietary channel shaped studs, nitnifilull) width Indicated under Item 5, Studs to be cut 3/8 to 314 In less than the assernbly height. STUUC0 BUILDING SYSTEMS — CROCS-TUD ;Ul, Framing Meint)ets­ Steel Studs — (Not sholvii, As oil alternate to Ittari 2) — Fabricated from nfln, 0,015 hi, (nihi, bare ineital thlckries) galvanized ste AA, Spiced a nlax of 74 lit. OC. Studs to bo cut 3/4 !if. leafs than assombly height. TELLING INDUSTRIES L LC — IRLIC-511,10"A 21. Framing Members 41 - Steel Studs — (As ;,)it Aternate to Item 2, For use with iteiris SC or 5L or 5K) - Proprietary channel shaped studs, 31-5/6 in. deep spar-unda max of 24 In. C. Studs to be cut 3/4 in less than the assembly height and kistalled with it 1/a lit. qip between the eild of tile stud arid track at the bottoin of the wall. For direct attachfiletA ofyypf,�urn board only. TELLING INDUSTRIES L L C — Vipei­25"4 21. Framing Members Metal Studs — Nu[ shwail - In lieu of Item 2 — proprietary channel shaped steel studs, min depth as Indicated under Item 5, spaced a inax it 24 it), OC, fabricated from rnin 0.020 in, thick gale steel. Studs cut 3/8 in. to 3141 In. less In lengths then assembly heights TELLING INDUSTRIES L L C — Viper20­ .2K. Framing Members*— Steel Studs — As an alternate to Item 2 - For use vAth Itern 1, channel shaped studs, fabricated from into 25 MSCI corrosion -protected steel, min depth as Indicated Linder Item 5, spaced a max of ;24 in. OC. Studs to be cut 3/8 to 3/4 lit, less than assembly lrelqht. E8 METAL INC — EB Stud 2L. Framing Members Steel Studs — As an alternate to Item 2 - Fur use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as Indicated tinder Itern 5, spaced a max of 2,1 in, OC, Studs to be cut 3/8 to 3/4 in, lass than assembly height, OLMAR SUPPLY INC — PRIME -STUD 24, Framing Mernbers, — Stoul Studs — As art alternate to Item 2 - For use with (tent 1, chaniiul shopcd studs, fabricated from min 25 145G steel, rain depth as Indicated under Item 5, spaced a max of 24 in, OC. studs to be cut 318 to 3/4 in. less thdit assembly height. MARINO/WARE, DIV OF WARE INDUSTRIES INC — SLUdRitel" 3. Wood Structural Panel Sheathing — (Optional, Fur use with Itern 5 Only.) - (Nut Shown) - 4 ft evide, 7116 lit, thick oflotited strand board (OSF3) or 15/32 lit. tidck strkicturol I 5heathing (flywood) complying with DOC PSI of, PS2, or APA Staridard PWI-108, inanufacttired with exterior glue, applied horizontally or voitIcally to this Steel studsi Vertical jolfiU centered of) studs, and staggered one stud spaCe front wallboard joints. Attached to studs with fIA-11cad Self - drilling tapping scravis vilth it ininhead iarn. of Ol292 it!. it raiX)MUln 6 lit. OC, ill the perimeter arid 12 lit. OC, In the field, Wheri used, fast iter leflutlis for gypwfll pait-.4s Incleased by 111111, 1/2 in. iii Batts and Blankets" — (Required ai Indicated under Itern 5) — Millerdl Wuul beide, frictluir fiLL(..,d be-itvcuo studs and runners. Mitt norm thickness as indicated under Item 5. See Batts arid Blankets (BKNV or UZ)Z) CattioQuieti for naines of Classified companies. 41A. Batts and Blankets" — (Optional) — Placed in stud Cavities, any qtdSS fiber or 1114tel'01 W001 Ir} Matron bearing the UL Classification Pia(king as to Surface burning Characteristics and/or Fite Resistance, See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies, 41B. Batts and Blankets* — For use with Item 5K. Placed In stud cavities, any min. 3-1/2 In. thick 0(lass fiber inSUI,16011 bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fife Resistance. See Batts I it1p:/1datab0Se%.L1L(; CA I IICUI-bi 1­VXYVjterrlp1ateiLl SEX T1 IF RM4i E1sh(mpvjeJ#m I?nat I i e= BXU\/.0 4Mccirlsi tur it I a= Fire i Res I starxe+ R atii Ns + --i- AN SI/O L f- 263. . Wil 7129/.2015 13XUV.U4 19 - Fire R es islance Ratings - AN SUU L 263 arid Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5, Gypsum Board Gypsum pariels with beveled, square or tapered edges, apl$ed vertically or horizuritally. Vertical joints centered over studs and staggered one stud CaVit,,' on opposite sides of studs, Vertical ljolrits lit adjacent layer-, (multilayer systerns): staggered one stud cavity. Horizontal joints need not be backed by steel 'frarning. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (inuitilayer systems) staggered a rain of 12 lit. The thickness and riumber of layers for the I hr, 2 hr, 3 kir and 4 fir ratings are as follwivs: Gypsum Urlard Protection on Each Side of Wall Rating, Hr Mill No. of Stud Layers Depth, In. &Thkns Items' 2, 2C, 2D, 2F and ZG of Panel Mitt Thkns of insulation (It e it 1 4) 1 layer, 5/8 in. thick Optional 1 2-1/2 1 [ager, 1/2 ill. thick 1-t/2 in, 1 layer, 314 in. thick optionul 2 layers, 1/2 lif, thick Optional 2 — 1-5/8 2 layers, 5/8 In. thick Optional 2 — 3-1/2 1 layer, 314 in. thick 3111. 3 — 3 layets, 1/2 ini thick Optional 3 1.5/8 2 layers, 3/4 In. thick Optional 3 1-5/8 3 liyets, 5/8 It), thick 0ptiolial 4 1-5/8 ti layol,,5, 5/a In, thick Optional — 41 layers, 1/2 1114 thick Optional 2-1/2 2 payees, 3/4 In, thick 2 In, CGC INC — 1/2 lit. thick Type C, IP -X2 or WC -Aft; WitC, 5/U 114 thick Type Ali, C, W -AR, IP-Xl� If) -X2, WC -AR, SCX, SiIX, VIRX or WRC; 3/4 in. thick"Types IP -XJ or ULTRACUDE UNITED STATES GYPSUM CO — 1/2 fit. thick Typo C, IV -X2, WC -AR or WliCi 5/U Ill. thick I'ypoSCX, ISGX, s)HX, WRX, IP -X1, All, C, WRC, FRX-G, IP -AR, IF -X2, IPC -AR , 3/4 lit. thick 'Types lf,-X3 ut, UL fliACODL USG MEXICO S A OE C V — 1/2 in, thick 'Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick Type AR, C, IP -Aft, IP -XI, IP - X2, IPC -Alt, SCX, SHX, WAX, VIRC or; 3/4 In. thick Tyws IP -X3 or ULTRACODE When Item 78, Steer( Fra minq Mefrlbef5*, is used, Nollbealing Wall Ratiog is hinited to I 11r. Plin, Aod de is 3-1/2 Iril, inio. thickness of Instildtioti (Itern I) is 3 lit., and tvio layeis of gypsum build lidllAs (1/2 In, or 5/8 11). thick) shall be attached to furring channfJs as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 In. thick) attached to opposite side of stud %,ifthout furrhig channels its described lit Itain 6. SA. Gypsum Board* — (As att ukefriate to Itern 5) — 518 in. thick, 24 to Sri in, wide, applied hofizolitjly as the OuLer layer to one side of the assomLly, Secured as described lit Itern 6. CGC INC —"Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX, USG MEXICO 5 A DE C V — 'Type SfIX. 5b. GypsUin Board (Plot Shown) - As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or /I if), thick products are specified. For direct attachment only to steel studs hefr) 2A, (root to be used with (teril 3) - Pluin 5/8 lit. or Jt? in. may be used ar, aftei'llilEe to all 5/8 in. or :bar in. ShOW11 in (tern 5, Wallboard Protection on Each Side of Wall taLle. Plom 5/8 lit. or 1A Ill. thick lead backed gypsurn panels with beveled, SCILIale or tapered edges, ;applied vertically. Vertical joints centeted over studs and staggered ruin I stud cavity on opposite Sides of studs, Gypsurn board secured to 20 MSG steid studs Itein 2A with 1-1/4 lit, long 'rype 5-12 steel -5crews spaced 8 in, OC at perimeter and 12 if), OC in the field. 'To be used with Lead Batten Strips (see Itcal 11) or Lead Discs or Tabs (see (ten) 12). L.0 Z ry W > W 0 LL L _J :D < C) 0 W W LJL 0 0 0a- < Z W 0 C) U) LJJ 0 UJ Q 0 — C(— W I �: 0 U) 0 0� LL1 X_ LL Z 0 _J J (N co < 0 Z Idoft� U) < _J Z 06 W PROFESSIONAL SEAL: OF F 0 f r ,Pall 9 4 ly PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION A 2 71'AV2015 BXUV,0419- Fite ResistanceRafirxjs - ANSLIUL263 RAY -BAR ENGINEERING CORP - Type RB-LB(3 5C. Gypsum Board* - (For Use Iffith It.em 2B) Ratinrj Lintited to I Hour. 5/8 in. thick, 48 In. 1,vide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Applicatlon) - The 9YI)sUlll board Is to be iri5talled ori, each side of tilt, studs -with I in, 10119'rype 5 coated steel screws spaced 8 ]it, OC starting I it), from the edge of the board -it Elie vertical edges and 12 In. oc starting 6 if). (turn the edge of the board at the Centel, of each board. Gypsunt boards are to be secured to the top and bottorn track with screws spaced 8 Ill. OC starting 4 hi. front the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be Centered over studs and staggered One stud cavity on oppositusid" of 5tud5. (HurlLontal Application) - Thu gypsurn board is to Ise blist4fled oil cacti side of the studs with I if), long Type S Coated steel screws spoced 8 Ill. OC starting 4 Ill. froln the Ltdga Of the board at the veodcA edges and 12 In. OC starting 6 It). iffoini the udge Of Lho UOald at LNo cegker of each board. Gyp!;uIll boards are to be sectifeil to the tup and buttom track with scruvis spaced 8 11). OC starttilu 4 fit. froill the board edge. rastaw-is, shall not penetrate through both, the stud and the track at the same Linte, All horizontal jolnU,; are to be backed its outfiried under section VI of Volume I In the Fire Resistive Directoly, CGC INC - Type SCX. UNITED S1ArE$ GYPSUMCQ - fypc SCX, SGX. USG MEXICO $A DECV - type SCX. �U. Gypsum Board* - (As air alterridLe to Real 5) - 5/u It?. thick, 4U lo� wide, apj�liod vertically or Wri-tuntolly. �juci�jrqd as described In Item 6. For use with Items I all(] 2 only. CGC INC - Type us(,;X. UNITED STATES GYPSUM CO - Type USGX. USG MEXICO S A DE C V - T7pe USGX. 5E. Gypsum Board* - (Not Shown) - (As an alternar�- to Itern 5 when used as the base layer on arre, or both sides of wall viihen 1/2 In. or 5/81n thick products are specified, ror direct attachment orily to steel studs Item 2A, not to be used with item 3). Norninal 5/B in. thick lead backed gypsurn panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs; and 5taggered min I stud cavity On opposite sides of studs. Wollboard secured to studs viltk i -t/4 le. long rype S-12 (or NO. 6 by 1-t/4 in. long bugla head flne driller) steel screws spaced 8 in. OC at pvchittler and 12 in, OC in the fidd� NEW ENGLAND LEAD BURNING CO INC, DBA NELCO - Netco 5F, Gypsum Board 4 - (As art alternate to Itern 5) - For use with Items IE and K and limited to I I lour, Rating only, Gypsurn parieI115 with beveled, square or tapered edges, applied vertically, aild fastened to the steel study; with I In, long rype. S screws speced, 8 111, OC along vertical and bottom edges and 12 in. OC hit the field� VerLICal joints centored over studs, and staqqOred onct stud cavity Oft opposite sides of stt&� Steel stud depth shall Lie a ininitnuin 3-518 it), UNITED STATES GYPSUM CO - 5/8 in, thick Type SCX, SGX 50. Gypsurn Board (As do ijitemate, to Itein 5) - For Use wit,h Items Ilk and 2E w1y, Gypsum panels with irtically Or 11OHICillt011j, ass specified In the table beloiv and fastened to the beveled, aluare or tapered edges, apphed ve steel studs as described In Item 6, Vertical jolots centered over studs and stagUared one stud Cavity Oil Opposite y1des of /I niultilover 5Y-Aiullls) staggered one stud cavity. flog-i4cintol joints need not be stud�j. Vertical joints In adjacent laytus bo&ud by �jtoel frairning. Hotizontot edge points and horizontil bott joints on opposite sides of StUds need not be staggered, Hull"Ontal cdu�.- joints and hotI4011till butt J011"ItS fit Udj4Cellt ldftcs (inultilayer systems) stjUgOled a 111111 Of 1.2 In. The tfilckne�s and nuinber of layel�, for jfie� 2 hr, 3 lit and el fit rdting,3 are as (OlbWs: Gypsoon Board Protection On Each Side of Wall Min Stud No. of Layers Min Tfikns of R Rating, Depth, In. Thickness Insulation Hr Item 2E of Pallel (Itern 4) - -4m� atin Nim Stud' Hr D pth' IT Ilern 2E 2 1-5/8 2 layers, 1/2 In. thick Optional 2 1-5/8 2 laiyeKs' 5/8 ill. thick Optiorial 1-5/8 3 layers, 1/7 In- thick Optional 1-5/3 3 layers, 5/8 In. thick Optional ... 7111 71242015 BXUV.U419-Fiii��Re5istanreRagi�(js-A�ISItUL263 4 1-5/8 4 layers, 5/8 in. thick Optional I I - 41 4 layers, 1/2 irr. thick Optional III -XI, IP -X2, IPC -AR, SCX, SHX, CGC INC - 1/2 In. thick l'ype C, IP -X2 or IPC-Ak;, 5/8 !it. tlikk'ryp�a AR, C, IP-Ak, or; 3/4 ln� thick Typey� IP -X3 or ULTRACOUC UNITED STATES GYPSUM co - 1/2 in. thick'rype C, IP -X2, IPC -AR or; 5/8 in. thick l'ype SCX, SGX, SIIX, IP-X.L, AR, C, , FRX-G, IP -AR, IP -X2, 1JPC-AR ; 3/4 in. thick Types IP -X3 or UL'TRACODE C, IP -X2, IPC-Ak or; 5/8 in, thick Type AR, C, IP -AR, IP-Xl, IP -X2, USG MEXICO S A DE C V - 1/2 In, Rikk Type EPC -AR, SCX, SHX, or; 3/4 ifl� thick'rypes lP-X3 or uLTRACODE 5H, Gypsum aoard,i, - (Not Shown) - (As all alternate to Itetrig 5 when used as the base layer ort one or both sides of wall vvheri 5/11 or 3/4 In thick products are specified. For difect ataithrrient only to steel studs Item 2A, (not to be used with Iteill 3) - Noln 5/8 or 3/4 Ilt. (nay be used as alternate to all 5/8 or 3/4 Ill. shown In Rego 5, Wallboal'd protection on Each Side of Wall table, Norn 5/8 or 3/4 in� thick lead backed gypstuni panels with beveled, square or Lapeired edges, applied vartically, Vertical Joint-; centered over 20 MSG steet studs and stagg g:a#iW (nin I stud cavity on opposite sides of study. 'Nallboard secured to studs with 1-1/4 in. long ry'pe S-12 site( screws spaced 8 in, OC at perimeter and 12 in. OC ill the field,. Gypsum board secured to 20 MSG steel studs Itern 213 with J.-1/4 Ili, long 'rypo S-12 steel screwy, spaced 8 In, OC at perinteter and 12 Ill. OC fit the fleld, for Joint Compound see Item 5. To be Used with Load UaLtQn Strips (seeltent ILA) or Lead Discs (see Item 12A). MAYCO INUUSTRIES INC - IYPQ X -Ray Shielded Gypsum 51, Gypsurn Boarcil' - (As all altwitate to Item 5) - Noin. 518 In, thick gypsurn paliels vilth lbavekid, Squale or tapered tdges Installed as describod in Itern 5. Steel stud minimurn depth Shall be as Indicated In [tern 5. CGC INC -- Type ULX UNITED 51'ATES GYPSUM CQ fype ULX USG MEXICO S A DE C V Type ULX 5J, Gypsum Bustird (Not Sholml) - (As an alternate to Itein 5 whwl Used as the base layer Oil Ono or both skles 01, viall whcri 1/2 Ill. or 5/U fit thick produtt5 are sp,,ecified, For direct attachmetit only to steel studs (tell) 2A, not (0 be Used vdth Itern 3), Nont 5/8 hl� thick lead backed gypsuni panels vilth beveled, square or tapered edg", app4ied VdJUCdIIY4 VOrtiCill joints C�!(rtefed over 5tuds and ytaggagred min I stud cavity on oppusito sides of study. Wallbowd secured to Auds with 1-1/4 frl� long rype s -u steel scfews gypsum pinel steel scia,,"spaced 8 In. CIC at porinletur and L2 in. OC In the fk-11� Lead baitall Strips lr�iqulred behind vertical joints of lead backed gyp5uin wallboard and Optional at refildit1filtJ Atid IOCation'5. Lead battelt strips, inin 2 Ill. wide, tna;< 8 it long with a niox thickiloS5 of 0.14 Ill. placed oil the face of studs and attarclied to the stud with construction adhesive and tWu I ln� lotig TypiC S�12 Pat) head stool screws, orict at the topi: of tile strip and ofie at tire bottom of (he strip. Lead discs, nuinhial 3/B In. dialn by nJaX 0,005 111, thick, Compression fitted or adhered over the 5aew heads. Lead batten strips and discs, to have a putity of 99.911/6 rileeting the Federal specification QQ-L-201f, Grade "C'. RADIATION PROTECTION PRODUCTS INC - Type AIIP - Lead Lined Drywall 5K, Gypsurn board (ficit Sho-an) - (jks all alternate to Itern 5) - r1con, 5/8 !it, duck gypsum panels vilth beveled, t;quaret or tapered edges, ap�lied vertically or horlLontally. Vertical joints centered over studs and staggered One stud CaVIU/ on opposite sides of 5tuds, Vertical joints in adjacent 1,jyefs (niulUlayer systwits) staggered une Aud cavity. Horizontal johits need not be backed by stiatl framing. Horizontal edge joints, arid hufl4ontal butt jvinLy� oil opposite Sides. of studs need itut be staggefed. Horizontal edge joints arid horizontal butt joints in adjacent layets (multiloyer Systems) need not be staggered. fhe number of layers for the, I hr, 2 hr, 3 lit, and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall n/W01iten I plateilLISEXT/ J F RAIA 0shawpage.fit; it I?i lag i i e= BXUV-U 4 1 9&cci islVAtti Ile= Fir e -i- Res I s tance + R atit xj, i i AN SLU L+ 2W. B/ I I 41 7i29120 15 BXUN/.U419 - Fire R esistance Ratimis - AN 311U L 2,33 'g-5, -41-an -,/;3 -in- LI)pt-l'ifin' ---J UNITED STATES GYPSUM CO - 5/8 in. thick Type ULIX 6. Fasteners - (Not shown) - For use with Items -2 arid 2F - Type 5 orS-12 steel screws used to attach pariels to studs (Item 2) or furring charinels (Ite it 7). single layer systerns. I iiT, loilU for 1/2 and 5/8 in. thick partels or 1-1/4 in. long for 3/4 In, thick panels, spaced U In. OC whell pallets are applied horizontally, or 8 in. OC along vertical and buttain edges and 12 In. OC ill tile field when partels dre apIked vertically. Two layer systernst First layet- I Ill. long for 1/2 and 5/8 ln� thick panels or 1-1/4 In. long for 3/4 In. thick paint4s, spaced 16 it). OC, Second layer- .1-5/8 Ill. lung for 1/2 ln�, 5/8 fly, thick panels or2-114 In, long for 3/4 In, thick pati0s, spaced 10 Ill. CC with scrvvv� of(,FQt tt Ifl, from first layur.Three-6yer sy!itornu., First layer- I In. long for 1/2 in., 5/8 Ill. thick panels, spaced 24 !it. OC. Second layer- 1-518 In, long for 1/2 In,, 5/8 in, thick partels, spaced 24 Ill. 0(% 'third layet- 2-1/'1 Ill. long for 1/2 In., 5/8 in. thick panell; Or 2-5J8 In. lono (or 5/8 In, thick pianels, spaced 12 Ill. OC. Scfews offset inin 6 ln� fion) layer below. Fout-layer iystuins: Fir5t: t4yu- I Ill. long for 1/2 in., 5/8 in. thick panel,., spaced 24 It). 0C. Second layaf- t- 5/8 fit. Iong for 1/2 Ill., 5/8 Ill. thick paxiel% spaced 24 in, OC. I'hird layet- 2-1/4 fit. long for 112 In* thirk panch or 2- 518 it). long fur 5/8 In, thick panels, spaced 24 In. OC, Fourth layof- 2-5/8 hi� Jung fur 1/2 if), thick panels or 3 111. lono for, 5/8 lit, thick panels, spaced 12 in, CC. SCrevn offset min 6 Ill. ficifn layer below, 6A. Fasteners - (Not shown) - For use with Iteng 5X- Type 5 or 5-12 steel screws Used to attaOi pailek to studs or (titrinq chaiineFs (lieut 7), Slq'le LiyersysteniS', I Ill. lung SLfe'WS, spaced 8 fit, OC when pariels age applied hod/oritally, or a In, OC along verticat and bottorn edges and 12 Ill. OC In the fleld when patiels are applied Vaitically, 'fvict layer soysteins: First layer- I in. long seciews, spaced 16 Ill. 0C. Second layer- 1-5/8 lit. screws, spaced 8 In. OC with !;crews Offset 8 Ill. front first layer, Illroe-kayer systems, First layar- I in. long scraws, spared 24 Ill. OC. Secolid kiyar- 1-5/9 in. torig scraws, spaced 24 fit, OC. :Third love(- 2-5/a In, Icing screws, spaced 8 In. 0C. SC(OWS 04501. mill 6 fit. from layer bclow, Fum-layer systellis: Flv�t layel- I In, 10110 screws, spaced 24 Ill. OC. Second liye(- 1-5/U In. long screvis, spaced 24 It), OC, rhird layer- 2-5/a irt. long screws, spaced 2-1 !it. OC. Fourth layui- 3 in. long 5cruws, spacuff 8 In, OC, Screws offset inin 6 fit. front layer below, 7. Furring Channels - (Optional, riot shoWlij (Or single of douLlk- layer 5ystems) - Re�yslleilt furring Charilrels fablicated (1,0111 mill 25 t4SG steel, spaced vetilcally a max of 24 in. OC. Flange portion attached Lu each Inteirsecting stud "'Ath 1/2 fit. long Type 5-12 steel screws. Not for Use with Item SA and 5E. 7A. Framing Mamb.ers� - (Optional oil one or both sides, not 51rowri, for single or double layer systeills) - As all alLurnate to Item 7, (Urristy channels and Steel Framing Metlibel's as descrit;td behlw� a. Purring Channels - Forined of Plo. 25 MSG gallv steel. 2-9/ 16 Ill. or 2-23/32 In, vildo by 7/8 In, (Jeep, spaced max. 24 In, CIC perpendicular to studs. Channels secured to ytuds as desr_Tit;-ed in Itenj b. Gypsum ward attached to furring channely; as de5ciibed in Item 6. Not for use with Itern 5A and 5E. b. Steel Framing Members* - Used to attach furring channels (Item 7Aa) to studs (Itetrl 2). Clips spaced inax. 48 Im OC. RSIC-1 and RSIC-I (2.75) clips secured to studs vdth No. 8 x i- 1/2 in. minifinurn, self -drilling, S-12 steel screw through the center grarnmet. RSIC-V and R51C- V (2,75) (lips secured to studs with flo� 8 x 9/16: in, mininiurn self -drilling, S-12 steel screw throuqh the ceriker hole. Furring chanliets are friction fitted into chp-., RSIC- I and RSIC-V clips for ki5e with 2-9/16 In. wide furring channels. RSIC-1 (2.75) and R51C-V (2.75) clips for u5e with �t-23/32 Ill. v4de furring channels. PAC INTERNATIONAL INC - l'ypes RSIC-1, RSIC-V, RSIC-1 (2�75), RSIC-V (175). 7b. Franning MemLicirs, - (Optional, Not Shown) - As aii alternate to Itetri 7, for sirigle or double layer systeins, furring charinels and Steel Frarrilrif) Membeis of) ortly one side of studs as described belovi: a, Furring Channels - Forfn,�td of No. 25 14SO gaiv steel, 5pucQd 24 It). CC perpendicular to study. Channels secured to studs as destribed In Iteoet b. Batts and Blankets placed in stud Cavity as descritied in Iteril 5. Two layers of gypsum ward attached to funrincj chartriels as described In Item 5. Nut for use with Itern 5A and 5e� b. Steel Framing Members', - Used to attach lullhl�) chalillelis (Itern 7Ba) to 0110 Side Of studs (Itell) 2) Ovity. clips sp'lced 4U In. OC., and secured to studs with two No, 8 x 2-1/2 it). caiiirse drywall 5crevis, one through the fiale at each end of the clip. Punring chantiels are friction fitted Into clips. KINETICS Nom CONTROL INC - Typo lsonwx 7C. Framing Members4 - (Not Shown) - (Optional cat one or both sides, not shutvo, for slnUle or doulble layer I �rlbed below, Systems) - As all alternate to Rent 7, furring channels and SteO rroming Members as fles, it. Furring Channels - Fort tied of No. 25 MSG gaiv yWel. Z-3/8 Ill. wide by 7JU Ill. deop, spaced ittax. 24 !it. OC perpendirulir to sLud�*�. Channels secured to studs as desctibed fit tteirl U. Gypsum board attached to furring chancipAs as describad In Item 15. Plot foi use with Itein SA aild 5E. ti� Steel Fratning Menriburt;4� - Used to attach turring channels (Reni 7Aa) to Audy (Iterit 2), Clips spaced max. 48 in� OC. GENIECLIPS secured to sLuds with No. 8 x 1-1/2 ifl. inininium salf-drilling, S-12 steel screw through tile center grol-rinlet. Furring Channels Fire friction fitted into clips, itegj-t;ItVXY'Yit&.ii�latelLISEX'TI IF RAM E/s"vpaUeJArlll?ftjn ke= 8XUV!jJ4'I9&ccnsfiog-1d d a= Five+ Res! Star ice+ Ratij PUs +AN 31/U L 1-261 914 1 W2C42015 BXUV.U419- Fire Resistaly-ti Ratirxis - ANSFUL 2W PLITEQ INC - Type GENIECLIP 71). Steel Framing Members - (Optional, Not Shown)* - Furring Channels and resilicrit sound isulatiori clip as describi-W belovi, a. Furring Channels- ron-ned of No. 25 b1SG galiv steel. Spaced 24 iri. OC pet-poudi-cular to studs, Channels secured to :Auds as dc -scribed in Itein b. Ends of adjoining channels overlapped 6 in, and secured together vilth fourself-tapping No. 8xl/,2 Self Drilling screws (2 per side I fit. and 4 in. frorn oveilap edge). Gypsum board attathed to futring channels as described In Itern 4, Side joint furring channels shall be attached to studs witill RESILMOUNT Sound Isolation Clips - located approximately 2 it), from each end of length of channel, Both Gypsum Boards at side joints fastened into channel with screwFi spaced 8 in. OC, approximately 1/2 in. fron') joint edge. Not for use with Itern 5A and 5E. b, Steel Framing Members Resilient sound isolation clip used to attach (urring channels (Item -/Da) to studs. r -lips spaced 24 in. OC,, and secured to studswith No. 10 x 2-1/2 Ill. coafse dlywall screw thfough the center bole. Furling channels are friction fitted into (lips, STUOCQ BUILDING SYSTEMS - RES11-moupir sound Iscilation Clips - -rype A237 or A2jM 8, Joint Tape and Compound - Vinyl of Casehl, diy or pfenrixed joint compound applied lit tvio coats tojuints wid screw haids of outer layers, Paper tapa, nom 2 In, vilde, embedded in first layer of cornpound over all joints of outer layer paiiels, Paper tape and joint compound niaj Le emitted when gypsum panels are supplied with a square eclqe� 9, Siding, Brick or Stucco - (Optional, not shown) - Aluminum, villyl or steel swing, brick Veneer or Aucco, ineetilly tile requirements of local code a(lencies, installed over gypsual panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud witlit steel screws, not more than each sixth course of brick. W. Cooliking and Sealkints01 - (Optional, riot shown) - A bead of acoustical sealark applied around tile partition perinlater for sound confiroL UNITED STATES GYPSUM CO - rype AS -rips - (Not Shown, ror Use Iffith Itein 56) - Lead batten strips, intin 1-1/2 It). wide, tilox 1U ft 1, Ii Lead Batten St long with a filax thickness of 0.125 lit, Stfips pkcud oil the Interior (ace of studs and attached front the eAtorlor face of the stud vilth two L In, long Type S-12 pill head steel screws, Ono at thi� top Of the strip and ogle at the bottom of the strip. I -cad batteci, strips to have ;a purity of 99i91% meetirig the Fed vial specification QQ-L-201f, Grade "C". Lead ,in 58) and optional at feilialjiln�j 5Lfld batten strips requIred behind vvi-tical Joints of Itad backed gypsurn. wallboard (ItL locations. Required behind vertical jaint& IIA, Lead Dattoir Strips - (Plot Shown, For Use With Itern 51,1) Lead battwi strips, 2 Ill. wide, miix 10 I'L long with a triax thitkafass of 0.140 Im Strips placed on th4 face of �Auds ai)d attached to the stud with tlao nihl� I III. 110fio glint. ryput S-8 part head steelscravis, ofto at the top of the strip and one at tile bottarn of tile strip or with one tilin. I Ill. lulvj 111111. Type S-8 pall huad 5teel strwa at the (up of the strip, Lead W- iten strips to have a purity of 99.5% ineoting the Fcclurul specification QQ-L-201f, Grade!; '13, C or D". Lead batten strips required Uf.�filnd vertical Joints of lead backed gypsurn viallLoard and optional at teinifiltilig stud locations. L2. Lead 06cs or fabs - (Not Shown, For Use Vdith Item 58) - Used !it lieu of or In addition to the lead Uatturi strips (Itern ti) or Optional at Other locativivi; - Max 3/4 in. diain by inax 0.1.25 111. thick ILad discs compresslon fitted or adhered over Stee'll sclew heads Or ladx 1/2 in, by 1-1/4 Ill. by inax 0,125 in, thick lead tabs placed on Uypstirn boards (Itern 513) underneal't screw locations prior to the Installation of the screws, Lead discs or tubs to have a pUrlLy of 99.90% rneeting the Federal specification Q(4 -L-2011, Grade 'C', 12A. Lead Discs - (Plot Shown, for useviltit Itern 5H) Mix 5/16 io� client by inax 0. 1,10 ki, thick lead discf� (urnpressiort tilted or adhered overstdel sciaro heads. Lead dists to have a purity of 99.5% ineeting thO Federal Specification QQ-L-201f, Grades"13, C or 0" 13. Load Batten Strips - (Ncit ShQein, Foe Use With Itein 5Q Lead batten strips, 2 In. wide, niux 10 It loiiU vAth a max thickness of 0.1412 Ill. Stirips Vlaced oil the face of studs and attached to tire stud with two min. I in. long inin. Type 5-8 part twad steel sclevis, one at tile top Of tile strip and one at the bottem of the strip or vilth one itiln. I ln� lung inin. Type S -B pan head steel screvo at the top of the strip. Lead batten strips to have a purity of 99.9% ineeting the rodurat specification QQ-LwZ01f, Grade 'C'. Lead batten strips required behind vertical joints of lead backed gypi,4urn wallboard (Itern 5E) and optional at rergialning stud locations. t4. Lead'TaUs - (Not Shown, Foe Use With lt�em 5E) 2 in. wide, 5 In. long vifth a inax thickness of 0.142 In. Tabs frictluri-fit around front face of stud, the,- stud folded back flarige, and the back face of the stud. Tubs required at ead) location whero a screw (that secures the gypsurn boards, Itein 5E) will penetrate the steel stud. Lead tabs to have, it purity of 99.9% rneetIllo the Federal specification QQ-L-201f, Grade 'C*. Lead tabs. may be held In place wlihi standard adhesive tape If frecessify. J, Indicates such products shat bear the ULor cUL Cer-tification Mark for jurisdictions employing the UL or cUL Curtification (such its Canada), respectively. Last Updatpd oil 201!k-05-28 Print this varie Terms of Use Page Top I itip-1,1databasi,�AILCUT I/C91-Lil i VX(Vitefn plakYLISEXT/I F R;VA Elsfw� pageJArn I?nai it e= 8XUV.U419&ccns1 tor tfi d e-- Fire-+ Res! starice+ Radrigs. i - i -AN SI1U L+ 26. V1111 U.L. DETAIL U-419 (ONE HOUR FIRE PARTITION CONT.) NOT TO SCALE CONTINUED FROM SHEET A9.1 7i2a12015 BXUV.0 4,19 - F! re R esi s tance R ati rxjs - AN SI/U L 263 0 2015 UL LLC The appearance of a company's narue or product fit tills database does riot it) itself assure that product.,; so identified have been manufactured under UL's FollQw-Up Service. Only those products bewing the UL tlark ShOLIld be considered to be Certified art(] covered under UL's FQ11low-Up Service. Always look for the Mark oil the product. UL permits the reproduction of the, material coritairred in the Onlirke Certification Directory subject to the fcAluviing conditictim 1. The' Guide Infurniadon, Assemblies, Constructions, Oesigns, SyAlulns' and/or Certifications (files) must be presented In their entirety and fit a Iron- inisleading ritanner, without any manipulation of the data (or drawirigs). 2. The StatelflUnt "Reprinted front Lhe Onlirw Certifications Ulfciciocy with penillssloti from UL` toust. appear adjaceiA to the extracted inaterial, In addition, the reprimed material niust Include a copyright notice !it the following format: "(0 2015 UL LLC'. 1 1 ice+ Ratii igs ir- t ANSI)ULI-26... 11/tI 6m Min No. of Mill Stud Layers Thkn$ of 1318 BOWMAN SIREEf . CLERMONr, FLORIDA 34711 PH: (352) 8�4-2340 . FAX: (877) 680-7183 www.powellsludiociich.corn Depth, fit. & Thkiis Insulation Rating, Hr items 2 through 2L of Panel (Item 4B) 3-5/8 1 layer, 5/8 in- thick 3-1/2 in. 2 1-5/8 2 layers, 5/8 in. thick Optional 1-5/8 3 layers, 518 in, thick Optional n/W01iten I plateilLISEXT/ J F RAIA 0shawpage.fit; it I?i lag i i e= BXUV-U 4 1 9&cci islVAtti Ile= Fir e -i- Res I s tance + R atit xj, i i AN SLU L+ 2W. B/ I I 41 7i29120 15 BXUN/.U419 - Fire R esistance Ratimis - AN 311U L 2,33 'g-5, -41-an -,/;3 -in- LI)pt-l'ifin' ---J UNITED STATES GYPSUM CO - 5/8 in. thick Type ULIX 6. Fasteners - (Not shown) - For use with Items -2 arid 2F - Type 5 orS-12 steel screws used to attach pariels to studs (Item 2) or furring charinels (Ite it 7). single layer systerns. I iiT, loilU for 1/2 and 5/8 in. thick partels or 1-1/4 in. long for 3/4 In, thick panels, spaced U In. OC whell pallets are applied horizontally, or 8 in. OC along vertical and buttain edges and 12 In. OC ill tile field when partels dre apIked vertically. Two layer systernst First layet- I Ill. long for 1/2 and 5/8 ln� thick panels or 1-1/4 In. long for 3/4 In. thick paint4s, spaced 16 it). OC, Second layer- .1-5/8 Ill. lung for 1/2 ln�, 5/8 fly, thick panels or2-114 In, long for 3/4 In, thick pati0s, spaced 10 Ill. CC with scrvvv� of(,FQt tt Ifl, from first layur.Three-6yer sy!itornu., First layer- I In. long for 1/2 in., 5/8 Ill. thick panels, spaced 24 !it. OC. Second layer- 1-518 In, long for 1/2 In,, 5/8 in, thick partels, spaced 24 Ill. 0(% 'third layet- 2-1/'1 Ill. long for 1/2 In., 5/8 in. thick panell; Or 2-5J8 In. lono (or 5/8 In, thick pianels, spaced 12 Ill. OC. Scfews offset inin 6 ln� fion) layer below. Fout-layer iystuins: Fir5t: t4yu- I Ill. long for 1/2 in., 5/8 in. thick panel,., spaced 24 It). 0C. Second layaf- t- 5/8 fit. Iong for 1/2 Ill., 5/8 Ill. thick paxiel% spaced 24 in, OC. I'hird layet- 2-1/4 fit. long for 112 In* thirk panch or 2- 518 it). long fur 5/8 In, thick panels, spaced 24 In. OC, Fourth layof- 2-5/8 hi� Jung fur 1/2 if), thick panels or 3 111. lono for, 5/8 lit, thick panels, spaced 12 in, CC. SCrevn offset min 6 Ill. ficifn layer below, 6A. Fasteners - (Not shown) - For use with Iteng 5X- Type 5 or 5-12 steel screws Used to attaOi pailek to studs or (titrinq chaiineFs (lieut 7), Slq'le LiyersysteniS', I Ill. lung SLfe'WS, spaced 8 fit, OC when pariels age applied hod/oritally, or a In, OC along verticat and bottorn edges and 12 Ill. OC In the fleld when patiels are applied Vaitically, 'fvict layer soysteins: First layer- I in. long seciews, spaced 16 Ill. 0C. Second layer- 1-5/8 lit. screws, spaced 8 In. OC with !;crews Offset 8 Ill. front first layer, Illroe-kayer systems, First layar- I in. long scraws, spared 24 Ill. OC. Secolid kiyar- 1-5/9 in. torig scraws, spaced 24 fit, OC. :Third love(- 2-5/a In, Icing screws, spaced 8 In. 0C. SC(OWS 04501. mill 6 fit. from layer bclow, Fum-layer systellis: Flv�t layel- I In, 10110 screws, spaced 24 Ill. OC. Second liye(- 1-5/U In. long screvis, spaced 24 It), OC, rhird layer- 2-5/a irt. long screws, spaced 2-1 !it. OC. Fourth layui- 3 in. long 5cruws, spacuff 8 In, OC, Screws offset inin 6 fit. front layer below, 7. Furring Channels - (Optional, riot shoWlij (Or single of douLlk- layer 5ystems) - Re�yslleilt furring Charilrels fablicated (1,0111 mill 25 t4SG steel, spaced vetilcally a max of 24 in. OC. Flange portion attached Lu each Inteirsecting stud "'Ath 1/2 fit. long Type 5-12 steel screws. Not for Use with Item SA and 5E. 7A. Framing Mamb.ers� - (Optional oil one or both sides, not 51rowri, for single or double layer systeills) - As all alLurnate to Item 7, (Urristy channels and Steel Framing Metlibel's as descrit;td behlw� a. Purring Channels - Forined of Plo. 25 MSG gallv steel. 2-9/ 16 Ill. or 2-23/32 In, vildo by 7/8 In, (Jeep, spaced max. 24 In, CIC perpendicular to studs. Channels secured to ytuds as desr_Tit;-ed in Itenj b. Gypsum ward attached to furring channely; as de5ciibed in Item 6. Not for use with Itern 5A and 5E. b. Steel Framing Members* - Used to attach furring channels (Item 7Aa) to studs (Itetrl 2). Clips spaced inax. 48 Im OC. RSIC-1 and RSIC-I (2.75) clips secured to studs vdth No. 8 x i- 1/2 in. minifinurn, self -drilling, S-12 steel screw through the center grarnmet. RSIC-V and R51C- V (2,75) (lips secured to studs with flo� 8 x 9/16: in, mininiurn self -drilling, S-12 steel screw throuqh the ceriker hole. Furring chanliets are friction fitted into chp-., RSIC- I and RSIC-V clips for ki5e with 2-9/16 In. wide furring channels. RSIC-1 (2.75) and R51C-V (2.75) clips for u5e with �t-23/32 Ill. v4de furring channels. PAC INTERNATIONAL INC - l'ypes RSIC-1, RSIC-V, RSIC-1 (2�75), RSIC-V (175). 7b. Franning MemLicirs, - (Optional, Not Shown) - As aii alternate to Itetri 7, for sirigle or double layer systeins, furring charinels and Steel Frarrilrif) Membeis of) ortly one side of studs as described belovi: a, Furring Channels - Forfn,�td of No. 25 14SO gaiv steel, 5pucQd 24 It). CC perpendicular to study. Channels secured to studs as destribed In Iteoet b. Batts and Blankets placed in stud Cavity as descritied in Iteril 5. Two layers of gypsum ward attached to funrincj chartriels as described In Item 5. Nut for use with Itern 5A and 5e� b. Steel Framing Members', - Used to attach lullhl�) chalillelis (Itern 7Ba) to 0110 Side Of studs (Itell) 2) Ovity. clips sp'lced 4U In. OC., and secured to studs with two No, 8 x 2-1/2 it). caiiirse drywall 5crevis, one through the fiale at each end of the clip. Punring chantiels are friction fitted Into clips. KINETICS Nom CONTROL INC - Typo lsonwx 7C. Framing Members4 - (Not Shown) - (Optional cat one or both sides, not shutvo, for slnUle or doulble layer I �rlbed below, Systems) - As all alternate to Rent 7, furring channels and SteO rroming Members as fles, it. Furring Channels - Fort tied of No. 25 MSG gaiv yWel. Z-3/8 Ill. wide by 7JU Ill. deop, spaced ittax. 24 !it. OC perpendirulir to sLud�*�. Channels secured to studs as desctibed fit tteirl U. Gypsum board attached to furring chancipAs as describad In Item 15. Plot foi use with Itein SA aild 5E. ti� Steel Fratning Menriburt;4� - Used to attach turring channels (Reni 7Aa) to Audy (Iterit 2), Clips spaced max. 48 in� OC. GENIECLIPS secured to sLuds with No. 8 x 1-1/2 ifl. inininium salf-drilling, S-12 steel screw through tile center grol-rinlet. Furring Channels Fire friction fitted into clips, itegj-t;ItVXY'Yit&.ii�latelLISEX'TI IF RAM E/s"vpaUeJArlll?ftjn ke= 8XUV!jJ4'I9&ccnsfiog-1d d a= Five+ Res! Star ice+ Ratij PUs +AN 31/U L 1-261 914 1 W2C42015 BXUV.U419- Fire Resistaly-ti Ratirxis - ANSFUL 2W PLITEQ INC - Type GENIECLIP 71). Steel Framing Members - (Optional, Not Shown)* - Furring Channels and resilicrit sound isulatiori clip as describi-W belovi, a. Furring Channels- ron-ned of No. 25 b1SG galiv steel. Spaced 24 iri. OC pet-poudi-cular to studs, Channels secured to :Auds as dc -scribed in Itein b. Ends of adjoining channels overlapped 6 in, and secured together vilth fourself-tapping No. 8xl/,2 Self Drilling screws (2 per side I fit. and 4 in. frorn oveilap edge). Gypsum board attathed to futring channels as described In Itern 4, Side joint furring channels shall be attached to studs witill RESILMOUNT Sound Isolation Clips - located approximately 2 it), from each end of length of channel, Both Gypsum Boards at side joints fastened into channel with screwFi spaced 8 in. OC, approximately 1/2 in. fron') joint edge. Not for use with Itern 5A and 5E. b, Steel Framing Members Resilient sound isolation clip used to attach (urring channels (Item -/Da) to studs. r -lips spaced 24 in. OC,, and secured to studswith No. 10 x 2-1/2 Ill. coafse dlywall screw thfough the center bole. Furling channels are friction fitted into (lips, STUOCQ BUILDING SYSTEMS - RES11-moupir sound Iscilation Clips - -rype A237 or A2jM 8, Joint Tape and Compound - Vinyl of Casehl, diy or pfenrixed joint compound applied lit tvio coats tojuints wid screw haids of outer layers, Paper tapa, nom 2 In, vilde, embedded in first layer of cornpound over all joints of outer layer paiiels, Paper tape and joint compound niaj Le emitted when gypsum panels are supplied with a square eclqe� 9, Siding, Brick or Stucco - (Optional, not shown) - Aluminum, villyl or steel swing, brick Veneer or Aucco, ineetilly tile requirements of local code a(lencies, installed over gypsual panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud witlit steel screws, not more than each sixth course of brick. W. Cooliking and Sealkints01 - (Optional, riot shown) - A bead of acoustical sealark applied around tile partition perinlater for sound confiroL UNITED STATES GYPSUM CO - rype AS -rips - (Not Shown, ror Use Iffith Itein 56) - Lead batten strips, intin 1-1/2 It). wide, tilox 1U ft 1, Ii Lead Batten St long with a filax thickness of 0.125 lit, Stfips pkcud oil the Interior (ace of studs and attached front the eAtorlor face of the stud vilth two L In, long Type S-12 pill head steel screws, Ono at thi� top Of the strip and ogle at the bottom of the strip. I -cad batteci, strips to have ;a purity of 99i91% meetirig the Fed vial specification QQ-L-201f, Grade "C". Lead ,in 58) and optional at feilialjiln�j 5Lfld batten strips requIred behind vvi-tical Joints of Itad backed gypsurn. wallboard (ItL locations. Required behind vertical jaint& IIA, Lead Dattoir Strips - (Plot Shown, For Use With Itern 51,1) Lead battwi strips, 2 Ill. wide, miix 10 I'L long with a triax thitkafass of 0.140 Im Strips placed on th4 face of �Auds ai)d attached to the stud with tlao nihl� I III. 110fio glint. ryput S-8 part head steelscravis, ofto at the top of the strip and one at tile bottarn of tile strip or with one tilin. I Ill. lulvj 111111. Type S-8 pall huad 5teel strwa at the (up of the strip, Lead W- iten strips to have a purity of 99.5% ineoting the Fcclurul specification QQ-L-201f, Grade!; '13, C or D". Lead batten strips required Uf.�filnd vertical Joints of lead backed gypsurn viallLoard and optional at teinifiltilig stud locations. L2. Lead 06cs or fabs - (Not Shown, For Use Vdith Item 58) - Used !it lieu of or In addition to the lead Uatturi strips (Itern ti) or Optional at Other locativivi; - Max 3/4 in. diain by inax 0.1.25 111. thick ILad discs compresslon fitted or adhered over Stee'll sclew heads Or ladx 1/2 in, by 1-1/4 Ill. by inax 0,125 in, thick lead tabs placed on Uypstirn boards (Itern 513) underneal't screw locations prior to the Installation of the screws, Lead discs or tubs to have a pUrlLy of 99.90% rneeting the Federal specification Q(4 -L-2011, Grade 'C', 12A. Lead Discs - (Plot Shown, for useviltit Itern 5H) Mix 5/16 io� client by inax 0. 1,10 ki, thick lead discf� (urnpressiort tilted or adhered overstdel sciaro heads. Lead dists to have a purity of 99.5% ineeting thO Federal Specification QQ-L-201f, Grades"13, C or 0" 13. Load Batten Strips - (Ncit ShQein, Foe Use With Itein 5Q Lead batten strips, 2 In. wide, niux 10 It loiiU vAth a max thickness of 0.1412 Ill. Stirips Vlaced oil the face of studs and attached to tire stud with two min. I in. long inin. Type 5-8 part twad steel sclevis, one at tile top Of tile strip and one at the bottem of the strip or vilth one itiln. I ln� lung inin. Type S -B pan head steel screvo at the top of the strip. Lead batten strips to have a purity of 99.9% ineeting the rodurat specification QQ-LwZ01f, Grade 'C'. Lead batten strips required behind vertical joints of lead backed gypi,4urn wallboard (Itern 5E) and optional at rergialning stud locations. t4. Lead'TaUs - (Not Shown, Foe Use With lt�em 5E) 2 in. wide, 5 In. long vifth a inax thickness of 0.142 In. Tabs frictluri-fit around front face of stud, the,- stud folded back flarige, and the back face of the stud. Tubs required at ead) location whero a screw (that secures the gypsurn boards, Itein 5E) will penetrate the steel stud. Lead tabs to have, it purity of 99.9% rneetIllo the Federal specification QQ-L-201f, Grade 'C*. Lead tabs. may be held In place wlihi standard adhesive tape If frecessify. J, Indicates such products shat bear the ULor cUL Cer-tification Mark for jurisdictions employing the UL or cUL Curtification (such its Canada), respectively. Last Updatpd oil 201!k-05-28 Print this varie Terms of Use Page Top I itip-1,1databasi,�AILCUT I/C91-Lil i VX(Vitefn plakYLISEXT/I F R;VA Elsfw� pageJArn I?nai it e= 8XUV.U419&ccns1 tor tfi d e-- Fire-+ Res! starice+ Radrigs. i - i -AN SI1U L+ 26. V1111 U.L. DETAIL U-419 (ONE HOUR FIRE PARTITION CONT.) NOT TO SCALE CONTINUED FROM SHEET A9.1 7i2a12015 BXUV.0 4,19 - F! re R esi s tance R ati rxjs - AN SI/U L 263 0 2015 UL LLC The appearance of a company's narue or product fit tills database does riot it) itself assure that product.,; so identified have been manufactured under UL's FollQw-Up Service. Only those products bewing the UL tlark ShOLIld be considered to be Certified art(] covered under UL's FQ11low-Up Service. Always look for the Mark oil the product. UL permits the reproduction of the, material coritairred in the Onlirke Certification Directory subject to the fcAluviing conditictim 1. The' Guide Infurniadon, Assemblies, Constructions, Oesigns, SyAlulns' and/or Certifications (files) must be presented In their entirety and fit a Iron- inisleading ritanner, without any manipulation of the data (or drawirigs). 2. The StatelflUnt "Reprinted front Lhe Onlirw Certifications Ulfciciocy with penillssloti from UL` toust. appear adjaceiA to the extracted inaterial, In addition, the reprimed material niust Include a copyright notice !it the following format: "(0 2015 UL LLC'. 1 1 ice+ Ratii igs ir- t ANSI)ULI-26... 11/tI 6m P011111111"ELL STUIUM' A R 0 Ff I T E Q T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN SIREEf . CLERMONr, FLORIDA 34711 PH: (352) 8�4-2340 . FAX: (877) 680-7183 www.powellsludiociich.corn AM 26002236 Cg) COPYRIGHT 2016 POWELL srUDIO ARCI-tIrEGfURE, I.I.C. I'l-IIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CON IAINED I'l-JEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES I IEREIN ARETHE EXCLUSIVE PROPERTY OF POWELL s rUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION wi rH THE SPECIFIED PROJECT. THIS DRAWING MAY NO r BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITI IOU r it IE WRI rrEN CONSENT OF POWELL STUDIO ARU ti FEC fURE, LLC. CONSULTANT: N WEINGARTEN REALTY I Goasi-to-,. ciast 000 > UJ 0 C) LL D 0 Lij LL 0 W 0 CL 0 z 0 LJJ U) J cl) -J 0 LJJ 0 < C) W 0 n W W fr LL z 0 cr J Co < z < 0 U) z 06 co 2 Co UJ PROFESSIONAL SEAL: 0 F F I, CO A 9z 6 EFD r� J PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 U.L. DETAILS Ag' 2 ;f �I ,i i t P - ! r a A R 0 FI I T E Q T V R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET r CLERMONT. FLORIDA 34711 PH: (352) 8742340 r FAX: (877) 680-7183 www.powellsludiaaich.com AA# 26002236 U COPYRIGHT 2016 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIG[ LAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERLY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WLLH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED -TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITLEN CONSENT OF POWELL STUDIO ARCHI'T'ECTURE, LLC. CONSULTANT: 1 'i 'i I `4 OWNER / PROJECT: WEINGARTEN REALTY w o 0 ILL.. o u- o ocr w z o® o< �0 w U c �� 01 w 0w F- ❑ -JWF— 3:c) LIJz} � O floo0 N co �/\ I 1 z 00 I 00 I ui v Y, b I f PROFESSIONAL SEAL: aF,Fr, • � RE s wq T R�p.ARG� PROJECT NO: PSA2016-02 REVISIONS: 1 I i 1 i i MARK DATE DESCRIPTION i f ISSUE DATE: JANUARY 27, 2016 U.L. DETAILS A93 A C 2 XHEZM-L-20'29- TIx"I-rl;ec&tfaficnFlrestop Systems System N. W -L-2029 XHEZ.Wo-L-2029 Through -penetration Fit -estop Systems Desi gri/Systerti/Construr.tion/Asserribly Usage Disclaimer - Aukhoridus Having Jurisdiction should be consulted In all cases as to tile paitict1ar requirarnonts rovering the Installation and Lisa of UL Certified product-,, equipment, systeill, devices, arid rilateflals. , Authorities Having Jurisdiction Should be consulted before construction. Fire resisLurice assonibbee, ind produck!; are developed by the desigo submitter and have Went by Ul forconipliaticu wkh applicablo reqtjlrenritints. The publfsiwd Information califrot always addre5s every constructloo nuance Oncountered In the fleld, when field i:;; Ls ad5e, it is recurinliended tile first contact for assistance be the technical service staff provided by Lire product foanufacturor rioted for the design, Users of fire tesistallca ass8rili'lla!; are advised to consult the general Guide Inforwation for each product category arid each group of a5senlblre5. Tile Guide Information Includes specifics concerning alternate inatedak and alternate nioLhods of comitructioo. Only products which bear UL's Mark art* considered Certified. XHEZ Through -penetration Firestop Systems �u, Gtriftd (ofonnation for Thruw1li-penetration Firgstoo, Svrtorns System No. W -L-2029 November 26,. 2.0.12 F Ratings — I and 2 Hr (See items I and 313) T Ratings — 1, 1-1/2 aind 2 I -Ir (See Item 38) L Rating At AmWent — I CFM/sq ft (See Item 3A) L Rating At 400 F — Less Than I CFM/sq ft (See Item 3A) A A Section A -A 1. Wall Assembly — Jlve I or 2 lit fire toted gypsum wallboard/stud wall asseifittly shall be tons(fti(ted of the fti,iterfaIS arid in the manner described In tile ii4vidval U300, U400 or V,100 Series •Wall arid Partition DeSiUns lit the UL Fire Resistaiice Directory and shall Include the following construction features: A, Studs — Wall framing indy cowAst of either vioud studs orsteel channel studs. Wood studs 7/29/2016 XHEZ .W-L-W2G - Through-ptoetr alicin Firestop Systems to cofr5ist of oorn 2 by 4 in, (51 by 102 unin) lumber spaced 16 in. (406 rnal) OC. Steel SJU(15 to be min 2-LI/2 in. (64 inni) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* — 5M in, (lox trim) thick, 4 ft (1.2 rn) wide with square or tapered edges. file gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in tire Individual U300, U400 or V-100 Series Design In the UL Fire Resistance, Directory. Max dank of opening 1.5 5 In, (127 aim). The hourly F rating of the firestop systern is equal to the hourly fire rating of the wall assembly In which it Is installed. 2, Through Penetrants — One nonmetallic pipe or conduit to be centered within the firestop systern. A norn annular space Of 1/4 in. (6 Frim) is require d. within the firestop system. Pipe or conduit to be rigidly supported orl both sides of tire Wall assembly. The following types arid sizes of nonmetallic pipes or conduits rnay be used: A, Polyvinyl Chloride (PVC) Pipe — Noin 4 in. (102 nim) diarn (or smaller) Schedule 40 solid or cellular core PVC pipe for use In, closed (process or supply) or vented (drain, waste or vent) piping systern, [3, Rigid Nonmetallic CQnfJvit+ — Norn 4 in, (102 nirn) diain (or smaller) Schedule 40 or 80 PVC conduit Installed In uccordarice with the National Electrical Cods (NFPA No. 70). C. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Norn 4 In. (102 Him) diarn (or st-naller) SURIM CPUC pipe for wi: in tlostd (process Of supply) piping systems. D. Acrylonitrile au.tadiene Styrene (AU$) Pipe — Noin 4 in. (102 nurr) drarn (or smaller) Schedule 40 solid or fwnied core AUS pipe for Use In closed (proCe5s or, supply) or vented (drain, waste or vent) piping syst.eirm E, Fire Retardant Polypropylene (FRPP) Pipe — Noun 4 in, (102 min) diarn (or smaller) Schedule 40F*P pipe for use ill closed (process or supply) or vented (drain, waste or Vent) piping systems. 3. Firestop ystern — file firestop systern shall consist Of the follOvAng! A. Fig, Void or Cavity Material* — Caulk — (Optional) - Caulk forced into annular Space to Inax extent Possible. Caulk shalt be Installed flush with both surfaces of wall assembly. L Ratings apply only when caulk Is used. SPECIF(EDTIECHNOLOGIES INC — SpecSeal 100, 101, 102, 120, 129 of 105 Sealant, SpecSeal LCI Sealant, Ponsil 3W Seitant or SpecSeal Series SIL3W Sealant U, Firestop Device,Gesell set tl collar filled with all intuiriescent Illitevial 614ud to fit tile specific didin of ttbrough-penetrant. Device shall be Installed around in accordance with acconipallying Installation Instructions, Device incorporates arichor tabs for 5ecurerilwit to each surface Of vi all assembly by means of 1/8 br, (3 rom) Wain by 1-3/4 In, (45 loill) long Steel friolly bolts In conjunction with 1/4 in. (6 min) diani by 1-1/2 in. (38 nrin) digin uteel faridor washers. 'The F and T Rating of the firestop systern Is de"rident upon the lire rating of tire wall and size of the firestop device as tabulated below: Fire Rating of Wall "r Nom Utivics Situ Ill, F Rating T Rating Hr til- A R Q H I T E Q T U R E 1- IJ -2 1 1 2 1-1/2 2 1-1/2 EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE 2 2 1-.1/2 CONSULTANT: 3 2 4 UJ 2 4 2 2 SPECIFIED TECHNOLOGIES INC — SpecSeal Firestop Collar, SpecSeal LCC Collar, or SpecSeal SSC Collar, 1,11hen SpecSeal LCC Collar or SpecSeal SSC Collar are used, the niax annular space shall be 1/8 in. (3 arin) for inax 2-1/2 in. (61 tank) diarn pipe and shall be inax 1/4 Ill. (6 mat) for pipe larger than 2-1/2 in, (64 run)) dram. The T Rating equals the hourly F Rating when SpecSeal LCC Collar is used. Indicates such products shat bear the UL or cUL Certification Mark for jurisdictions employing the eft. car cUL Certification (such as Canada), respectively. 3 4 7129/20 15 XH EZ.VV- L-2029 - TI ir ougl fxnetr ati of i F I r es top Sy Stern s t a,;t I, Jprlinti (j oil 2012- L 1-26 ouostions? Print this oauQ Terris of Use pa(le 'Top (g) 2015 UL LLC The apfivarance of a company's narne or product In thio, database doesot in itself assure Wal piuducts so iden(ified have beer, nlanufaCLured under UL's Follow -Up Service. Only those products bearing the UL Plark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL pernilts the reproduction of the inateelal contained In the Online Certification Directory subjeclt to Lh�- f0loWing QonditiosW' 1, The Gulde Inforination, Asserillolies, Constructions, Designs, 5ystenis, and/or Certifications (files) must be presented In their entirety arid ill a 11011 - misleading nianner, Without any manipulation of the data (or dra'aings). 2. The stalternent "Reprinted from Lire Online Certification!; Directory with permission front UL" must appear adjacent to the extracted material. In addition, the reprinted material iiiList Include a copyright notice in the following forlirlat: '%g) 2015 UL LLC". tittl):Ildat�ibase.Lil.CUIIIICgl-birVX(VitetiijAutelLISEXTI I FRNii Elul HNNI-1�2(f-29 &cci ishortli Ue=T1hf uLigh-penettati on+ FI re5 tup+ Sy Gteuns 'V3 3 U.L. DETAIL XHEZ W -L-2029 NOT TO SCALE 4 5 712 WO 15 MEZ.114-L-3350- aficKx Fit estopSystenis System No. W -L-3350 XHEZ.W-L-3350 Through -penetration Firestop Systems Pijqrs Llf-Afalil .......... ...... . ..... ........ ........ ....... .... . ....... Design/ System/ Construction/Assembly Usage DiSdalmer Authlorltie5 HQving luri�dictiQn sliculd be corlsulted in all case,, as to thc- particular le,4U[r(.�ruents covering khe installakion and iiiie Gt UL CertifiLld pioducLs, equipment, :systern, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resisLarice assefoblies aild fa Uduct� .art, duv0upied by the dustgo subiriltier arid havo butin jnvLsd9aLed by UL for comphapic", vilLh applicabk. requirtrui�nt�, The publislit(I (.4111IQt alLoiciys afldlt,t�s evttry rwu5trw;0vn irl.wirct� i�rrcoui,Ltrtd In thf,4 field, When field Issues ansa, It is recornillerlded tile first contact for assistance be the techirla)l service staff provided by the product roanufactuier rioted for tire design. Users or fire reSistance assairiblies are advised to consult tile qanOr�il Cguidf_4 Inforniatiurl fol eadi product cititogwy and e..Idl group of assernbliet;. 'Tile (55uldo NfQIln�Jtlofl ln�l�.ILIQ5 �PQQil`ICS Qoncernbiq alternate nae..a.a alternate rnethods Of COnStrUction, only products ahich bear UL's Mark are con5k1ared Certified. . ..... XHEZ - Through -penetration Firestop Systems I;t-&. (71,,npral fnfoNI7"Idoll for firf!"tor) System No. W -L-3350 February 2.6, 2009 F Ratings — I and 2 Hr (See Item 1) T R40nigs — 114 and 1/2 Hr (See Itent 1) 0ection A -A 1. Wall Assembly — Ilia I or 2 hr firu rilted !JyPSUM bQaCd/5tLId 'Nall asseniLly shall be cfinstructed of the materials and In the manner specified In the individual 4iJO0, U400 or V,400 Series Wall and Partition Design In the OL Fire 112 712912015 Resistance Directory and shall indLide the folloaing construction features, A. studs— Wall frairdrig irtay consist of eitherwood studs or steel channel studs. Wood Studs to consist of rion-i 2 by 4 in. (51 by 102 nirn) luniber spaced 16 in. (d]06 rrini) OC. Steel studs to be ruin3-.I/2 in. (89 roll;) wid�_and spaced 241 in. (610 nrim) QC. 0. Gypsum Board* — Thickness, type, number of layers, orientation and fasteners shill be as specified in the individual Wall and Partition Deslan. Diam of opening shall be roar 4 1D. (102 rnal). The F Rating cif the firestop system is equal to the fire rating of the wall assembly in which it is installed. The T Rating is 1/4 hr and 1/2 hr when installed in 1 hr and 2 hr fire rated wal assemblies, respectively. 2. Through Penetrating Product* — Any niax (11C -No. 2/0 AWG alunlinurn or copper conductor, I'detal-Clad Cable+ or Arniored Cable+ ,vitli steel or alurninuin jacket currently Classified under the Through Penetrating Products category. Nom 3 in. (76 inin) diarn (or smaller) tight bundle of cables to be installed concentrically or eccentrically within thu firu5tQP ;y5tenl, 'File annular space 5hidl ba min 0 in. (point contact) to inax I in. (25 mon). Thrutigh penetrating prodmItu to be rigidly supported ori both sides of wall asseinbly. See Through Penetrating Products (XHLY) category In tire Flfu I-' koa!,,Aa rice Dirurtwy for oanieu of matRifacurrQrs. 3. Fil, Void or Cavity Material* - sealant — Niit 5/8 In. (16 inn)) thickness of fill rnaLerial applied within annulus, flush with both sulface5 of wall. Plorn 3/8 Irl. (10 111111) darn bead of fill niaLerial to be applied at point contact location between the rneLal clad cable arid tile gypstifil board on botil sides or tire wall assetobly. Additional fill friaterial installed into the grouped cable interstices to unax extent possible. SPECIFIED TECHNOLOGIES INC — SpuxSeal LC150 Sealant, SpecSeal LE600 Sealant Indicates such products shat bear tile UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. +Uooring the UL Listing Mark t,a,A Updatf,,d oil 200r�--02-26 Print thila" P:jqq 'rI;ir, (9 2015 UL LLC The appf�,arance of a cornpany's naine or product ill this databae does not in Itself ast;ure Urat products so identified hav�,, been inanufaclturcd under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified all(] covered under UL's Follow -Up Service. Always look for the Mark on the product. UL perwits the reproduction of the inaterlal contained in the Online Certification Directory subject to the following conditions' 1. The Guide Igiforniatiorl, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in thE'irerltirety and In a non- rnisleading manner, Without any InalliPLIlaLion of the data or drawinq5). 2. 'rite statement "Reprinted frorn the Online Certifications Direfftofy with pefryllssioll frons UL" [Trust appear adjacent to the extracted material. In addition, the roprinted material must Include a copyright notice in the following format: "(0 2015 UL LLC". I �Ilatel!_ISEXTM FRN�I E-lahovi pageJ itinl7nai i ke= XH E-Z.VV-L-33G0&ccnshor W tle=Thf uuUl i-penetralit oil+ F! festGp+ Sy sterns 2J2 U.L. DETAIL XHEZ W -L-3350 NOT TO SCALE ■ 0'''ELL STU010 LIJ A R Q H I T E Q T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN SfREEF a CLERNiONf, FLORIDA 34/11 PH: (352) 874-2340 . FAX: (8Z/) 680-7183 www'PowellstudiQurch.corn AAtt 26002236 COPYRIGHT 2016 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS CON rAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREArED, 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: WEINGARTEN REALTY UJ Q ()"o > W LL W D C) 0 W Li- 0 W00 0- 0 Z 0 0 W _J U) LL W C) I-_ 0 W CL C) LU oW1 LL Ir— W Cr Iz N 0 J < �o 1011IN&L U U) 06 Co W PROFESSIONAL SEAL: OF Fk . ..... ... ey co..t FF t y R9 6-16 0 PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 U.L. DETAILS A9A 6 1 t ,... I._. ACYL ... A R C F -I I T E Q T V R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET r CLERMONT. FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellsludiowch.corn AA/t 26002236 © COPYRIGHT 2016 POWELL S [UDIO 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 WI TH'THE SPECIFIED PROJECT.'THIS DRAWING MAY NOT HE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRI THEN CONSENT OF POWELL S TUDIO ARCHI'TEC'TURE, LLC. CONSULTANT: OWNER / PROJECT: REALTY ��WyyEINGART'EN �y < w 3W-jLL.. 7) 0LL0® c� w 0m 0-<Z 0 U w -jo cn3:U) LL r n Q 0F- 0 w ® CL �-->I w 3: 0 v �e Lij 0� 0 co 0O U) Z Q 06 2i z cox 2 0® 'r- PROFESSIONAL SEAL: 0f: Fk �R F y P AR94 I PROJECT NO: PSA2016-02 REVISIONS: MARK I DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 U.L. DETAILS AT Qwdl■ A C FBI DIVISION 2 - SITE WORK SECTION 02050 BUILDING DEMOLITION PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES MINOR AND MAJOR DEMOLITION TO EXISTING STRUCTURES TO FACILITATE RENOVATION AND EXPANSION WORK. 1.02 QUALITY ASSURANCE A. COMPLY WITH LOCAL ORDINANCES AND CODES RELATIVE TO RUBBLE REMOVAL, DUST CONTROL, ETC. PART 2 -PRODUCTS 2.01 MATERIALS A. THERE ARE NO SPECIFIC MATERIALS ASSOCIATED WITH THIS SECTION. PART 3 - EXECUTION 3.01 INSPECTION A. EXAMINE AREAS THAT REQUIRE DEMOLITION TO DETERMINE THE EXTENT AND EXISTING CONDITIONS AVAILABLE. 3.02 DEMOLITION A. DEMOLISH ITEMS SCHEDULED USING MEANS AND METHODS APPROPRIATE FOR THE TYPE OF WORK TO BE PERFORMED. B. AVOID UNNECESSARILY REMOVING OR DEMOLISHING UNSCHEDULED ITEMS. C. REMOVE FROM SITE AND DISPOSE OF DEMOLISHED ITEMS IN A MANNER AND LOCATION APPROVED BY THE GOVERNING AGENCIES AND MUNICIPALITIES INVOLVED. 3.03 ADJUSTMENT AND CLEANING A. UNSCHEDULED ITEMS DEMOLISHED SHALL BE RESTORED TO THEIR ORIGINAL DESIGN AND FUNCTION. B. CLEAN DEBRIS FROM AREAS OF DEMOLITION LEAVING AREA SUITABLE FOR RENOVATION WORK. DIVISION 6 - CARPENTRY SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES ALL ROUGH CARPENTRY WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 1.02 JOB CONDITIONS A. MEASUREMENTS: 1. VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS BY TAKING FIELD MEASUREMENTS; PROPER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED. 2. BEFORE COMMENCING WORK, CHECK ALL LINES AND LEVELS AND SUCH WORK AS HAS BEEN COMPLETED. 3. SHOULD THERE BE ANY DISCREPANCIES, IMMEDIATELY REPORT TO THE ARCHITECT IN WRITING. 4. IN THE EVENT OF FAILURE TO DO SO, BE RESPONSIBLE FOR CORRECTION OF ANY ERRORS. B. COORDINATION: COORDINATE WORK WITH OTHER TRADES (ELECTRICAL MECHANICAL, PLUMBING, ETC.) AND DO ALL CUTTING AND PATCHING REQUIRED TO ACCOMMODATE THEIR WORK. PROTECT ADJACENT WORK. 1.03 QUALITY ASSURANCE A. CONFORM WITH ALL REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE COMMERCIAL STANDARDS AND AMERICAN WOOD PRESERVE ASSOCIATION STANDARDS, AS THEY APPLY. B. ALL WOOD IN CONTACT WITH MASONRY OR STEEL, OR USED OUTSIDE OF CONDITIONED AREAS, SHALL BE PRESSURE TREATED L.L.S.P., HAVE AN APPROVED SEPARATING MATERIAL, OR HAVE A GALVANIZED ANCHOR SEAT. PART 2 - PRODUCTS 2.01 MATERIALS A. FASTENERS: 1. NAILS: BRIGHT COMMON WIRE NAILS, GALVANIZED FOR EXTERIOR WORK. 2. BOLTS: BOLTS SHALL BE ASTM A307, GALVANIZED, UNLESS OTHERWISE INDICATED. 3. LAG SCREWS AND SCREWS 4. METAL BRACKETS: GALVANIZED PER ASTM A153, ASTM A36 STEEL. B. GENERAL ROUGH LUMBER: NAILERS, BLOCKING, FURRING AND GROUNDS: 1. NO. 2 SOUTHERN PINE MOISTURE CONTENT: 19% MAXIMUM. 2. WOOD MATERIALS EXPOSED TO MOISTURE OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE, PRESSURE -TREATED. C. PLYWOOD: PSI 1-74, OF SIZES INDICATED ON DRAWINGS; GRADE C -C EXT -APA, EXTERIOR. PART 3 - EXECUTION 3.01 INSTALLATION A. GENERAL: 1. CUT AND FRAME ALL OPENINGS REQUIRED BY OTHER TRADES. 2. STRUCTURAL MEMBERS SHALL NOT BE CUT, NOTCHED OR DRILLED, EXCEPT AS NOTED OR SHOWN ON THE DRAWINGS. B. LUMBER: 1. PROVIDE ALL WOOD BACKING, FURRING, STRIPPING OR BLOCKING INDICATED OR REQUIRED FOR INSTALLATION AND ATTACHMENT OF WORK FOR ALL OTHER TRADES. 2. CUT AND FRAME ALL OPENINGS REQUIRED BY OTHER TRADES. 3. DO NOT CUT, NOTCH OR DRILL STRUCTURAL MEMBERS EXCEPT AS NOTED OR SHOWN ON THE DRAWINGS. 4. CAUTION a. ALL BLOCKING IN PARTITION CAVITIES CONTAINING MEDICAL GAS PIPING, OUTLETS, VALVES OR EQUIPMENT SHALL BE NON-COMBUSTIBLE. b. WHERE CONDITIONS REQUIRE WOOD BLOCKING IN PARTITION CAVITIES WHICH CONTAIN MEDICAL GAS PIPING, THEN ALL MEDICAL GAS PIPING IN THAT AREA SHALL BE SHEATHED IN METAL, PROPERLY WRAPPED FOR PROTECTION AGAINST GALVANIC CORROSION. C. FASTENERS: 1. SUBDRILL FOR NAILING WHERE NECESSARY TO AVOID SPLITTING. 2. DRILL BOLT HOLES 1/32 -INCH LARGER THAN BOLT DIAMETER. 3. USE SQUARE PLATE OR MALLEABLE IRON WASHERS UNDER HEADS AND NUT OF BOLTS, WHERE THEY ARE AGAINST WOOD. 4. SUBDRILL FOR LAG SCREWS/BOLTS AND WOOD SCREWS; USE SQUARE PLATE OR MALLEABLE IRON WASHER UNDER LAG SCREW HEADS WHEN THEY BEAR ON WOOD. DIVISION 7 - THERMAL & MOISTURE PROTECTION SECTION 07210 INSULATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES THE FURNISHING AND INSTALLATION OF THOSE VARIOUS TYPES OF INSULATIONS REQUIRED IN THE NEW WORK WHICH ARE NOT COVERED IN OTHER SECTIONS. PART 2 -PRODUCTS 2.01 THERMAL INSULATIONS A. PERIMETER MASONRY WALLS: 1. UNFACED, 3/4" THICK RIGID FIBERGLASS BATT INSULATION, R=4, OWENS CORNING 7 -- SERIES, OR EQUAL. 2. FLAME SPREAD OF LESS THAN 75. 3. SMOKE GENERATION OF LESS THAN 450. 2.02 ACOUSTIC INSULATION B. PARTITIONS: 1. NOMINAL 4 -INCH THICK OR 6 -INCH THICK SQUARE -CUT UNFACED, SEMI-RIGID FIBERGLASS BATTS. 2. FLAME SPREAD OF LESS THAN 75. 3. SMOKE GENERATION OF LESS THAN 450. 2.03 SAFING B. UNITED STATES GYPSUM, OR EQUAL, THERMAFIBER SAFING. PART 3 - EXLCUTION 3.01 INSTALLATION A. PERIMETER MASONRY WALLS: 1. INSTALL ON THE INNER FACE OF THE MASONRY, CONTINUOUSLY TO THE UNDERSIDE OF THE ROOF DECKING OVER STANDARD PRESSURE TREATED WOOD FURRING STRIPS. ra 3 2. HOLD IN PLACE ON MASONRY WALLS ABOVE THE CEILING BY "Z" FURRING STRIPS, PRESSURE TREATED WOOD FURRING STRIPS, OR GLUE IN PLACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PERIMETER STEEL FRAMED WALLS: INSTALL SNUG FIT TO BE AIR TIGHT AND FULL WITHIN THE VOIDS. AT ALL STEEL COLUMNS IN EXTERIOR STEEL FRAMED WALLS, INSTALL RIGID INSULATION WITHIN THE WALL CAVITY, BETWEEN THE STEEL STUDS, ON THE OUTSIDE OF THE STEEL COLUMN. C. ACOUSTIC INSULATION: 1, PARTITIONS: INSTALL SNUG FIT TO BE AIR TIGHT AND FULL WITHIN THE VOIDS. 2. CEILINGS: INSTALL SNUG FIT IN 4 FOOT LENGTHS MAXIMUM ABOVE ACOUSTICAL CEILING TILES AND AS CONTINUOUS ABOVE DRYWALL CEILINGS AND SOFFIT AREAS AS PRACTICAL, ALL TO BE AIR TIGHT AND FULL WITHIN THE VOIDS. D. SAFING: INSTALL AT THE SAME FOUR POUND DENSITY AS IT IS RECEIVED FROM THE FACTORY. SECTION 07920 SEALANTS CAULKING AND SEALS PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES SEALING AND CAULKING WHERE SHOWN ON THE DRAWINGS AND REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF AIR AND MOISTURE. B. RELATED WORK SPECIFIED ELSEWHERE: 1. SECTION 09250: GYPSUM WALLBOARD SYSTEM 1.02 GUARANTEE A. PROVIDE A GUARANTEE PERIOD OF FIVE (5) YEARS ON ALL SEALANT INSTALLATION AGAINST JOINT FAILURE. B. JOINT FAILURE IS DEFINED AS LEAKS OF AIR OR WATER; EVIDENCE OF LOSS OF COHESION, FADING OF SEALANT MATERIAL, MIGRATION OF SEALANT, OR EVIDENCE OF LOSS OF ADHESION BETWEEN SEALANT AND JOINT EDGE. C. PART 2 -PRODUCTS 2.01 MATERIALS A. USE CAULKING AND SEALING COMPOUNDS OF THE FOLLOWING KINDS, OR A COMBINATION OF BOTH, AT CONTRACTOR'S OPTION. B. USE PRIMERS THAT ARE QUICK -DRYING, COLORLESS, NON -STAINING SEALERS OF TYPE AND CONSISTENCY AS RECOMMENDED BY MANUFACTURER OF CAULKING MATERIAL FOR THE PARTICULAR SURFACE INVOLVED. C. ELASTOMERIC SEALANTS: 1. POLYSULFIDE-BASED COMPOUND: ONE COMPONENT POLYSULFIDE LIQUID POLYMER BASE RUBBER WHICH CURES AT NORMAL TEMPERATURE TO A FLEXIBLE FILM RUBBER, IN GUN GRADE CONSISTENCY. 2. BUTYL -BASED COMPOUND a. SMOOTH FLOWING, SINGLE COMPONENT, ARCHITECTURAL GRADE, SYNTHETIC, GENERAL PURPOSE CAULKING COMPOUND, COMPOSED OF 80-100% SOLIDS, BUTYL, NON -OILY, NON -HARDENING, CURING TO A TACK -FREE SURFACE, PAINTABLE, IN GUN GRADE CONSISTENCY. b. MASTIC: BUTYL -BASED COMPOUND, KNIFE OR TROWEL CONSISTENCY. 3. EXTERIOR JOINT SEALANTS: DOW PC -790. D. ACOUSTICAL SEALANTS FOR USE FOR SEALING AREAS IN AND AROUND FIRE/SMOKE PRIORITY WALLS: NON-FLAMMABLE, NON-DRYING, NON -HARDENING, NON -OIL BASED, NON-BLEEDING PERMANENTLY FLEXIBLE ACOUSTICAL SEALANT, AS MANUFACTURED BY USG. E. SILICONE BUILDING SEALANT FOR USE IN SEALING JOINT BETWEEN ALUMINUM WINDOW FRAMING AND SUB-STRATE / SUB -SURFACE. SEALANT SHALL BE DOW CORNING 790 SILICONE BUILDING SEALANT. PART 3 - EXECUTION 3.01 INSPECTION A. EXAMINE SUB SURFACES TO RECEIVE WORK AND REPORT IN WRITING TO THE CONTRACTOR, WITH A COPY TO THE ARCHITECT, ANY CONDITIONS DETRIMENTAL TO THE WORK. B. FAILURE TO OBSERVE THIS CONSTITUTES A WAIVER TO ANY SUBSEQUENT CLAIM TO THE CONTRARY, AND WILL MAKE THIS CONTRACTOR RESPONSIBLE FOR ANY CORRECTIONS WHICH MAY BE REQUIRED BY THE ARCHITECT. C. COMMENCEMENT OF THE WORK WILL BE CONSTRUED AS ACCEPTANCE OF ALL SUB SURFACES. 3.02 PREPARATION A. CLEAN AND PREPARE SURFACES TO WHICH SEALANT IS TO BE APPLIED, PER MANUFACTURER'S RECOMMENDATIONS. B. SCRAPE AND WIRE BRUSH ANY CONCRETE AND SIMILAR SURFACES AS REQUIRED; ALL SURFACES SHALL BE DRY. C. PRIME SURFACES IF REQUIRED BY THE MANUFACTURER. 3.03 APPLICATION A. APPLIED MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED DIRECTIONS; OBSERVE MANUFACTURER'S REQUIREMENTS REGARDING TEMPERATURE CONTROL, USABILITY OF MATERIALS AND PROTECTION OF ADJACENT SURFACES. B. MAKE SEALING SURFACES SLIGHTLY CONCAVE, FREE OF WRINKLES AND SKIPS, UNIFORMLY SMOOTH AND WITH PERFECT ADHESION ALONG BOTH SIDES OF JOINT. C. PROTECT ADJACENT SURFACES FROM EXCESS MATERIALS; LEAVE JOINTS IN A CLEAN, NEAT CONDITION. D. DEFECTIVE JOINTS SHALL BE REMOVED, CLEANED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. DIVISION 9 - FINISHES SECTION 09250: GYPSUM WALLBOARD SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES GYPSUM DRYWALL AND ACCESSORIES, COMPLETE AS SHOWN ON THE DRAWINGS. B. RELATED WORK SPECIFIED ELSEWHERE: 1. SECTION 06100: ROUGH CARPENTRY 2. SECTION 07920: SEALANTS, CAULKING AND SEALS 1.02 QUALITY ASSURANCE A. COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE "AMERICAN STANDARD SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD", BY THE AMERICAN STANDARDS ASSOCIATION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE CALLED FOR HEREIN, IN LOCAL CODES, OR BY MANUFACTURER OF WALLBOARD. B. MAINTAIN TEMPERATURE OF DRYWALL SPACE IN RANGE OF 55 TO 90 DEGREES F TO ELIMINATE EXCESSIVE MOISTURE. 1.03 JOB CONDITIONS A. DO ALL CUTTING AND PATCHING REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES. B. COORDINATION: DRYWALL CONTRACTOR SHALL COORDINATE HIS PART OF THE WORK WITH THE FOLLOWING SUB -TRADES TO ENSURE PROPER PENETRATIONS OF PRIORITY WALLS, AS SPECIFIED IN PART 3 BELOW: 1. PLUMBING CONTRACTOR 2. ELECTRICAL CONTRACTOR 3. HVAC CONTRACTOR 4. METAL FRAMING CONTRACTOR 1.04 DELIVERY AND STORAGE: STORE MATERIALS OFF THE GROUND AND COVER AGAINST WEATHER. REMOVE ANY DAMAGED MATERIAL FROM THE SITE. PART 2 -PRODUCTS 2.01 MATERIALS A. METAL SUPPORTS: 1. CEILING SUPPORT SYSTEMS: c. SIZE COMPONENTS IN COMPLIANCE WITH ASTM C-754. d. MAIN RUNNERS: STEEL CHANNELS WITH RUST INHIBITIVE PAINT FINISH, HOT OR COLD ROLLED. e. HANGER WIRE: SOFT, 12 -GAGE GALVANIZED. f. HANGAR ANCHOR DEVICES: L SCREWS, CLIPS, BOLTS OR OTHER DEVICES APPLICABLE TO THE INDICATED METHOD OF STRUCTURAL ANCHORAGE. ii. SIZE DEVICES FOR 3 X CALCULATED LOAD SUPPORT EXCEPT SIZE DIRECT PULL-OUT INSERTS FOR 5 X CALCULATED LOADS. e. FURRING ANCHORAGES: 16 -GAGE GALVANIZED WIRE TIES, MANUFACTURER'S STANDARD WIRE-TYPE CLIPS, BOLTS OR SCREWS AS RECOMMENDED BY FURRING MANUFACTURER. B. GYPSUM WALLBOARD: 1. CONFORM TO ASTM C-36 AND ANY SPECIFIC U.L. ASSEMBLY REQUIREMENTS OVER AND ABOVE THIS SPECIFICATION. 3 4 I 5 1 6 2. TYPES: 3.05 FIRE STOPPING MASONRY: HARDENED CONCRETE NAILS WITH HEADS. a. 5/8 -INCH THICK BY 4 FEET WIDE, TAPERED EDGE. STRUCTURE WHERE POSSIBLE. ABOVE. b. 5/8 -INCH THICK BY 4 FEET WIDE, TAPERED EDGE FIRE RESISTIVE GYPSUM 2.04 ACOUSTICAL SEALANT BOARD TYPE "X" FOR RATED WALLS ASSEMBLIES. A. USG ACOUSTICAL CAULKING MATERIAL. c. MOISTURE RESISTANT DRYWALL [MR BOARD (GREEN BOARD)]: 5/8 -INCH THICK LENGTHWISE ON EACH RUNNER AND TRANSVERSELY BETWEEN PARALLEL CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. BY 4 FEET WIDE, TAPERED EDGE. PART 3 - EXECUTION C. ACCESSORIES: 3.01 PREPARATION STRUCTURAL SUPPORTS AS REQUIRED. A. BEFORE PLACING BOTTOM RUNNERS, APPLY TWO LONGITUDINAL 1/4" BEADS OF ACOUSTICAL 1. TRIM AND EDGING: f. INSTALL AUXILIARY FRAMING AT TERMINATION OF GYPSUM WALLBOARD AND SEALANT ON CONCRETE SIDE OF RUNNERS TO SEAL RUNNERS TO FLOOR. a. 26 GAGE, ELECTRO -GALVANIZED STEEL, WITH KNURLED SURFACES FOR B. FLOOR MUST BE CLEAN OF DEBRIS AND DUST PRIOR TO SETTING RUNNER. BEDDING CEMENT. 2. GYPSUM BOARDS: INSTALL WITH THE LONG DIMENSION OF THE WALLBOARD .,,...•.� Q b. PROVIDE ANGLE CORNER PIECES WITH 1-1/4 INCH LEGS AT ALL EXTERNAL 3.02 INSTALLATION CORNERS AND A. ATTACH BOTTOM RUNNERS WITH SPECIFIED FASTENERS. PLACE STAGGERED DOUBLE ROWS OF CHANNEL TYPE METAL TRIM PIECES AS DETAILED AT ALL GYPSUM BOARD EDGES co FASTENERS 24" O.C. IN EACH ROW. MEETING DISSIMILAR MATERIALS. B. WHERE STUDS HEAVIER THAN 25 GAGE ARE TO BE INSTALLED, USE RUNNERS MATCHING GAGE 2. EXPANSION JOINTS: INRYGO NO. 40 OR KEENE NO. 40, WITH ADJUSTABLE OPENING. �r F EY OF STUDS. R965 C. AT CONTRACTOR'S OPTION, HEAVIER GAGE RUNNERS MAY BE CONTINUOUS FOR HEAVY GAGE E. FASTENERS: AND LIGHT GAUGE RUNNERS ONLY AT HEAVY GAGE STUDS, THEN EXTEND THE HEAVY GAGE 1. NON -FIRE RATED PARTITIONS: RUNNER AT LEAST 2" BEYOND THE FIRST LIGHTER GAGE STUD BEFORE CONTINUING THE RUN a. PANELS TO STUDS: WITH LIGHT GAGE RUNNERS. 1. MINIMUM 7/8 -INCH LONG SELF -DRILLING SELF -TAPPING BULGE HEAD D. INTERIOR WALL STUDS MAY BE INSTALLED 24" O.C. EXCEPT WHERE SPECIFIED BELOW. E. DOOR OPENINGS UP TO 6'-0" WIDE WHERE DOOR LEAVES ARE NOT OVER T-0" WIDE. DRYWALL SCREWS WITH PHILLIPS HEAD, OR 1. INSTALL 20 GAGE STUDS AT EACH JAMB. ii. 1 7/8 INCH LONG CEMENT -COATED NAILS WITH 1/4 INCH HEAD. 2. INSTALL A 20 GAGE HORIZONTAL STUD MEMBER BETWEEN JAMB STUDS AT HEADS OF b. WOOD BLOCKING, ETC: DOORS AND SECURELY ATTACH IT TO JAMB STUDS. i. SELF -DRILLING, SELF -TAPPING OVAL HEAD SCREWS OF LENGTHS REQUIRED MARK DATE DESCRIPTION 3. INSTALL 20 GAGE STUDS, NOT MORE THAN 24" O.C., RUNNING FROM HORIZONTAL MEMBER OR FRAMING NAILS OF SIZES APPROPRIATE. ASlml TO TOP RUNNER OR CAP. ACOUSTICAL SEALANT: USG ACOUSTICAL CAULKING MATERIAL 4. ATTACH STUDS TO RUNNERS WITH SPECIFIED FASTENERS ON EACH SIDE OF EACH STUD. 5. SANDWICH FIBERGLASS INSULATION BETWEEN STUDS. PART 3 - EXECUTION F. DOOR OPENINGS UP TO U-0" WIDE, AND WHERE DOOR LEAVES ARE OVER T-0" WIDE. 3.01 INSPECTION 1. INSTALL DOUBLE 20 GAGE STUDS AT EACH JAMB MEMBER. INSTALL 20 GAGE BACK TO BACK A. IF FRAMING MEMBERS ARE OUT OF ALIGNMENT, BOWED OR WARPED, CORRECT TO MAKE AND ATTACH BOTH STUDS TO FRAME ANCHORS. TRUE SURFACES BEFORE APPLICATION OF GYPSUM BOARD. 2. INSTALL 20 GAGE HORIZONTAL MEMBERS AND STUDS FROM HORIZONTAL MEMBERS TO TOP RUNNERS OR CAPS AS SPECIFIED ABOVE. 3.02 INSTALLATION G. WINDOW OPENINGS UP TO 6'-0" WIDE. A. GENERAL: 1. INSTALL 20 GAGE STUDS AT EACH JAMB. 2. AT WINDOW SILLS AND HEADS, INSTALL 20 GAGE HORIZONTAL STUD MEMBERS BETWEEN 1. ERECTION TECHNIQUES SHALL RESULT IN PLUMB AND STRAIGHT SURFACES WITH JAMB STUDS AND SECURELY ATTACH THEM. NO WAVES OR BUCKLES, FREE OF UNEVENNESS AT JOINTS. 3. USE 20 GAGE SHORT STUDS BELOW AND ABOVE WINDOWS TO FILL OUT STUD SYSTEM. 2. NEATLY FIT AND STAGGER ALL END JOINTS A MINIMUM OF 24 -INCHES. 4. ATTACH STUDS TO RUNNERS WITH SPECIFIED FASTENERS ON EACH SIDE OF EACH STUD. 3. CUT AND FIT NEATLY AROUND ALL OUTLETS AND SWITCHES. H. MISCELLANEOUS SMALL OPENINGS, SUCH AS, BUT NOT LIMITED TO, PASSBOX OPENINGS, PAPER 4. JOINTS WIDER THAN 1/8" WILL BE REJECTED. TOWEL DISPENSERS, ELECTRICAL PANELS AND OTHER MISCELLANEOUS ITEMS. 5. MAKE FINISH WALLS AND CEILINGS PLUMB AND LEVEL, WITHOUT RIDGES, BOWS OR 1. FRAME AROUND THE OPENINGS WITH STANDARD GAGE STUDS. WARPS. 2. ATTACH FRAMING TO ADJACENT STUDS WITH SPECIFIED FASTENERS. 6. INSTALL MOISTURE RESISTANT DRYWALL (MR BOARD) IN ALL RESTROOMS, AND I. WHERE OUTLET BOXES OCCUR BETWEEN STUDS, PROVIDE STANDARD GAGE STUD FRAMING AS JANITOR'S CLOSETS (WALLS AND CEILINGS) EQUIPPED WITH SINKS, AND IN THE REQUIRED TO ATTACH BOX IN A PROPER SECURE INSTALLATION. VICINITY OF ALL PLUMBING FIXTURES IN OTHER LOCATIONS (WALLS ONLY). J. WHERE CABINETS WILL BE HUNG, SPACE 20 GAGE STUDS AT 16" O.C. FOR FULL WIDTH OF 7. INSTALL CEMENTITIOUS BACKER BOARD IN ALL SHOWER ENCLOSURES SCHEDULED CABINETS PLUS 16" ON EACH SIDE OF CABINETS. THE REMAINDER OF WALLS MAY THEN BE TO RECEIVE TILE OR SIMILAR SURFACE (WALLS AND CEILINGS). FRAMED OUT WITH 25 GAUGE STUDS. 8. WRAP AND PROTECT PRIOR TO INSTALLATION THE EXPOSED ENDS OF CUTS IN K. IN LONG RUNS OF WALLS, PROVIDE DOUBLE STUDS, SPACED " APART AT NOT OVER 30'-0" MOISTURE RESISTANT DRYWALL MADE FOR FITTING AS SPECIFIED BY THE INTERVALS TO CREATE CONTROL JOINTS IN WALLS. SANDWICH FIBERGLASS INSULATION MANUFACTURER. M BETWEEN STUDS. L. MAKE UP CORNERS AND INTERSECTIONS SO THAT GYPSUM BOARD WILL BE FULLY SUPPORTED AT EDGES. B. GYPSUM BOARDS: 1. APPLY BOARDS VERTICALLY, IN PARALLEL APPLICATION, WITH ALL ABUTTING ENDS 3.03 INSTALLING STEEL STUDS AND BRACING ABOVE SUSPENDED CEILINGS AND SOFFITS AND EDGES OVER SUPPORTS. A. FOR NON -CONTINUOUS PARTITIONS WHICH DO NOT EXTEND TO THE UNDERSIDE OF THE DECK 2. MAKE JOINTS OCCUR ON DIFFERENT STUDS AT OPPOSITE SIDES OF PARTITION. ABOVE, PROVIDE STUD DIAGONAL BRACING AT MAXIMUM OF 6-0 OC. 3. EXPANSION JOINTS: LOCATE JOINTS IN LONG CORRIDOR WALLS (JOINTS NOT TO B. ATTACH TOP ENDS OF DIAGONAL STUD BRACES TO BOTTOM ELEMENT OF STRUCTURAL FRAMING EXCEED 30'-0" INTERVALS) SO THEY OCCUR OVER THE CENTER OF A DOOR FRAME. WITH SPECIFIED FASTENERS, AND ATTACH BOTTOM ENDS TO VERTICAL STUDS WITH TWO TEKS SCREWS. C. CEILINGS: 1. METAL SUPPORTS: 3.05 FIRE STOPPING a. SECURE HANGERS TO STRUCTURAL SUPPORT BY CONNECTING DIRECTLY TO A. PROVIDE FIRE STOPPING FOR NON -RATED PARTITIONS WHICH DO NOT EXTEND TO THE DECK STRUCTURE WHERE POSSIBLE. ABOVE. b. SPACE MAIN RUNNERS FOUR FEET ON CENTER AND SPACE HANGERS FOUR B. TERMINATE DRYWALL AT FIRE STOP LOCATIONS, USUALLY 4" TO 6" ABOVE CEILING LINE. FEET ALONG RUNNERS, EXCEPT AS OTHERWISE SHOWN. O COPYRIGHT 2016 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND c. LEVEL MAIN RUNNERS TO A TOLERANCE OF 1/8" IN 12 FEET MEASURED BOTH EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT.'THIS DRAWING MAY NOT BE LENGTHWISE ON EACH RUNNER AND TRANSVERSELY BETWEEN PARALLEL CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. RUNNERS. OWNER / PROJECT: d. WIRE TIE OR CLIP FURRING MEMBERS TO MAIN RUNNERS AND TO OTHER �REALipY �..�s""���a �..s�J'a ��.a ���.8 �'S✓ U'isr"Lb�:�'Ir"����'.u+'S.��.'�G:3'� STRUCTURAL SUPPORTS AS REQUIRED. e. SPACE FURRING MEMBER 16" ON CENTER. f. INSTALL AUXILIARY FRAMING AT TERMINATION OF GYPSUM WALLBOARD AND W AT OPENINGS FOR LIGHT FIXTURES AND SIMILAR WORK, FOR SUPPORT OF LL w D ❑ BOTH THE WALLBOARD CONSTRUCTION AND OTHER WORK FOR SUPPORT. w O m� '0-z 2. GYPSUM BOARDS: INSTALL WITH THE LONG DIMENSION OF THE WALLBOARD .,,...•.� Q PARALLEL TO THE SUPPORTING MEMBERS, WITH SEPARATE SUPPORTING MEMBERS UJ 1 PROVIDED AT END JOINTS. z 0 D. SOFFITS: FRAME USING 25 GAGE STEEL STUDS. 3.03 TAPING AND FINISHING A. GENERAL: 1. MIX JOINT AND FINISHING COMPOUNDS PER MANUFACTURER'S DIRECTIONS. 2. CENTER TAPE OVER JOINTS AND EMBED IN UNIFORM LAYER OF JOINT COMPOUND OF SUFFICIENT WIDTH AND DEPTH TO PROVIDE FIRM AND COMPLETE BOND. 3. APPLY SKIM COAT WHILE EMBEDDING TAPE. 4. TREAT ANGLES WITH REINFORCEMENT TAPE FOLDED TO CONFORM TO ADJACENT SURFACES AND STRAIGHT TRUE ANGLES. 5, ALLOW COMPOUND TO THOROUGHLY DRY FOR AT LEAST 24 HOURS. 6. OVER JOINT COMPOUND AND TAPE, APPLY COAT OF FINISHING COMPOUND, 7. SPREAD EVENLY AND FEATHER OUT BEYOND EDGE OF BOARD. 8. AFTER FIRST FINISHING COAT IS THOROUGHLY DRY (AT LEAST 24 HOURS) COVER WITH SECOND COAT WITH EDGES FEATHERED OUT SLIGHTLY BEYOND PRECEDING COAT. 9. GIVE ALL DIMPLES AND FASTENER HEADS AND ALL MARRED SPOTS ON SURFACE OF BOARD ONE (1) COAT JOINT COMPOUND AND TWO (2) COATS FINISHING COMPOUND, APPLIED AS EACH COAT IS APPLIED TO JOINTS. 10. INSTALL METAL CORNER REINFORCEMENT TO ALL EXTERNAL CORNERS. 11. CONCEAL FLANGES OF METAL REINFORCEMENT WITH AT LEAST TWO (2) COATS OF COMPOUND. 12. WHEN COMPLETED, COMPOUND SHOULD EXTEND APPROXIMATELY 8 -INCHES TO 10 -INCHES ON EACH SIDE OF METAL NOSING. 13. AFTER EACH APPLICATION OF JOINT COMPOUND OR FINISH COMPOUND HAS DRIED, LIGHTLY SAND ALL JOINTS. 14. LEAVE ALL BOARD AND TREATED AREAS SMOOTH AND READY FOR PAINTING. 15. CAULK ALONG BOTTOM OF DRYWALL AT FLOOR SLAB USING ACOUSTICAL CAULK. SECTION 09265: STEEL STUDS PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES INTERIOR LIGHT GAGE STEEL STUD FRAMING AS SHOWN ON THE DRAWINGS AND AS REQUIRED TO FURNISH A COMPLETE FRAMING INSTALLATION. B. RELATED WORK SPECIFIED ELSEWHERE: 1. SECTION 07920: SEALANTS, CAULKING AND SEALS 2. SECTION 09250: GYPSUM WALLBOARD SYSTEMS PART 2 -PRODUCTS 2.01 METAL STUDS AND RUNNERS A. INTERIOR WALLS FOR STRAIGHT RUNS OF WALLS WITHOUT WALL HUNG ITEMS OR OPENINGS; 25 GAUGE ROLL -FORMED, PUNCHED STEEL STUDS BY USG OR EQUAL. B. WHERE WALLS DO NOT INCLUDE HEAVIER GAGE STUDS, RUNNERS MAY BE 25 GAGE, 1-1/4" DEEP. C. WHERE WALLS INCLUDE HEAVIER GAGE STUDS, USE RUNNERS AT LEAST 1-1/4" DEEP AND OF GAGE MATCHING GAGE OF HEAVIEST GAGE STUDS AND TO EXTEND AT LEAST 2" BEYOND THE FIRST LIGHTER STUD. THEN, 25 GAGE RUNNERS MAY BE USED AT THE REMAINDER OF WALLS TO BE FRAMED WITH 25 GAGE STUDS. D. INTERIOR WALLS WHERE CASEWORK WILL BE HUNG: 20 GAGE ROLL -FORMED PUNCHED STEEL "C" STUDS WITH PAINTED FINISH, OF SIZES INDICATED, MILCOR OR EQUAL. PROVIDE 20 GAGE RUNNERS, 1-3/8" DEEP. E. AT DOOR AND WINDOW OPENINGS UP TO 6'-0" WIDE WITH SINGLE DOORS NOT EXCEEDING 3'-0" IN WIDTH OR PAIRS OF DOORS WHERE EACH LEAF DOES NOT EXCEED 3'-0": 20 GAGE "C" STUDS. F. AT DOOR OPENINGS WITH DOORS OVER T-0" WIDE: 20 GAGE MILCOR "C" STUDS DOUBLED, INSTALLED BACK TO BACK. FASTEN STUDS TOGETHER WITH TWO ROWS OF SHEET METAL SCREWS SPACED 12" O.C. IN EACH ROW. G. INTERIOR WALLS FOR CURVED RUNS OF WALLS WITHOUT WALL HUNG ITEMS OR OPENINGS; 25 GAGE ROLL -FORMED, PUNCHED STEEL STUDS BY USG OR EQUAL WITH FIELD FORMED CURVED TRACK RUNNERS OR PRE -MANUFACTURED RADIUS TRACK (RADIUS TRACK CORP., 888-872-3487) CURVED RUNNERS.. 2.02 FURRING CHANNELS A. STANDARD WEIGHT METAL "Z" FURRING BY USG OR EQUAL. 2.03 FASTENERS A. RUNNERS TO CONCRETE: HILTI POWER DRIVE PINS, NK47512. B. STUDS TO RUNNERS: USG TYPE 5, PAN HEAD SCREWS, 3/8". FURRING CHANNELS TO BLOCK 4 5 0 w t f 311 ,.. A R 0 H I T E Q T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET r CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudioarch.com AAlt 26002236 O COPYRIGHT 2016 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGI TAL 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: WEINCApRi1EN �REALipY �..�s""���a �..s�J'a ��.a ���.8 �'S✓ U'isr"Lb�:�'Ir"����'.u+'S.��.'�G:3'� W LL w D ❑ 0 W LL O -- w O m� '0-z 0 w u) v .,,...•.� Q UJ 1 w LL w z 0 r�)n ❑0 �' V Z �x Q W Z co Co PROFESSIONAL SEAL: OF Fk �r F EY R965 PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 SPECIFICATIONS ASlml ;: zirs� :�... xs *uka'&Yi;�3u�r,'aa:YS3 ,�•^. .~e�, r �,�::a: ua. a � s '401 P I 1g t x...': 4 Su.F I A R 0 H I T E G T U R E ARCHITECFURE I INTERIOR DESIGN 1318 BOWMAN SIREEI . CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www,powellsludioarch.com AAIP 26002236 © COPYRIGHT 2016 POWELL STUDIO ARCH[FECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGI FAL gg DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY k OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION 1 WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED "FO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: I :1 I i '1 i "i OWNER / PROJECT: WEINGARTEN REALTY ui Lli w do LL Lli :D C) q. °LL ®w c) 0 ®, In O<z U w U) jLoLJL 1 w JW ll 1 3: 0 Cn b �e W "�' LL. 3 W Q� cj� co0 It—) V Pn Q 06 J { E co 1 3 „E PROFESSIONAL SEAL: 1 OF F[O I Co`�REy I AR 4'7ell I A �� I i PROJECT NO: PSA2016-02 i 1 Y REVISIONS: `i f a, r, I MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 1 a SPECIFICATIONS I ASlm2 1 p! !µl 6 MI sa t r, KE� 3 � P' 1� . OL iYAaaaa6 ■ ARC HITECT URE ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET . CLERMONT, FLORIDA 34711 PI I: (352) 8742340 . FAX: (877) 680.7183 www.powellstudioarch.com g AA# 26002236 © COPYRIGHT 2016 POWELL STUDIO ARCHI rECTURE, 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 ARCHI'rEC'rURE, 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 WI rHOUT'rl-IE WRITTEN CONSENT OF POWELL S rUD10 ARCI 11 FECTURE, LLC. CONSULTANT: mss,MOWN— A0N0bb .� Tarr Tull. ANOW AMW VW MW INC. DBSS INC. I CA#27371 PHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 ORLANDO, FL. 32828 l OWNER / PROJECT: WEINGARTEN REALTY cj� Q a cr Z < fy w W o IL W�® LL 0 W O o®� o Z w � t� -� LL w o w U)w w ILL o oo< 0 U) 06 J�2 Z (y) 00 U) PROFESSIONAL SEAL: r U) •••• 5510 •• �U ✓ 'I fQE1 � 0 M Al 1 ♦ d N A 27 JANUARY 2016 j PROJECT NO: PSA2016-02, J REVISIONS: ?i 1 J t, MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 i SITE PLAN Alv3 `�'F.:,�c�8'a£+d. Txa .'•=r I",.r`atM,dS., :i,"�,%c,":' ikS4Ul. 1$Y."�K�r .•.39>rPS+a.,lls�t„a:�tYt .Y�.-. 2 ARC HITECTUR E -� y ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN SIREEI . CLERf,tONi, FLORIDA 34711 t PH: (352) 874-2340 . FAX: )877) 680-7183 WWW.powelIS1UC1ioarch.com AAn 26002236 C9i © COPYRIGHT 2016 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 DRAWINO MAY NO i BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORAI'ION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: MirI wl� INC. DBSS, INC. C#27371 a PHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 ORLANDO, FL. 32828 OWNER / PROJECT: WEINGARTEN FEALTY LLI O 0 < 3 ILL W ® 0o w LL O_ EL O<Z w -10 C) j i� �+✓ LL ❑�W w m �- w O _U) ❑. LL T_ o� CSI O 000 U)z Z 06 00 r1 t PROFESSIONAL SEAL: �AN1 E 41,1 �. o R''D 111/0NAU -���`� �tr'II►1+� 27 JANUARY 2016 PROJECT NO: PSA2016-02 m REVISIONS: a i a 9 MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 ROOF FRAMING PLAN sloo jn.dx',tY •c$tYi� ,rt.?4. Wuk✓",°.`i$afe'Srl-,a4,?:.4a9Lutz`ii., L:.G:':a3i:'u ^.SA�kia . r:Sadi'{.�z"tf�&"" s. J a olm I 41 ,I Ii r<� 3 t yyjy y P LIE. $kF+A` L, STU 13 ■ ARC Fill TECTUR E ARCFIITECFURE I INTERIOR DESIGN 1318 BOWMAN S[REEr s CLERNIONL FLORIDA 311711 PFI: (352) II7,1.23,10 . FAX: (877) 680.7183 www.powollsludiourch.com AA 11 26002236 U COPYRIGI-I'r 2016 POWELL u FUD10 ARCHrrECrURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMEN rS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGFrAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL `u rUD10 ARCFIITECrURE, 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 Wrrl-IOu r THE WRITTEN CONSENT OF POWELL S'rUD10 ARCFIFFEC'rURE, LLC. CONSULTANT: q MR In- M1.70 ®11` ems. ,.MNOW .r.► NOW NOW INC, DBSS, INC. CA#27371 PHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 ORLANDO, FL. 32828 OWNER / PROJECT: WEINGARTEN FEALTY W O -j< LLW D 0 LL 0 - wow 0� 0 00 O w -jo U) U7 -j LL 0 Lu CL O! J ®O U) ❑WLjL T-Ct of 0 0Q 06 Jzi 2 co PROFESSIONAL SEAL: A , rf C • No 65513 `• STA' __ F., 27 JANUARY 2016 PROJECT NO: PSA2016-02 J REVISIONS: E '1 QI MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 ' MECHANICAL ROOF PLAN 100 r J i IT t skd G r a A R C H I 1 E O "r U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET aCLERMONL FLORIDA 3471 I PH: (352) 874-'_>340 • FAX: (877) 680-7183 www.powellstucllocuch.corn AAik 26002236 © COPYRIGNF 2016 POWELL STUDIO ARCHI rECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMEN FS, 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 WI TFI THE SPECIFIED PROJEC'r.'rF113 DRAWING MAY NO'r 0E USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER VVI TTIOUT THE WRIF FEN CONSENT OF POWELL u rUDIO ARCHITECTURE, LLC. CONSULTANT: ■mow a mw looms INC.VOW NOW DBSS, INC. CA#27371 PHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 ORLANDO, FL. 32828 OWNER / PROJECT: WEINGARTEN REALTY ��Wa✓@.93'��tX sa��� a<9 ���a�J 3, y.�„i�✓�'�-i..b �, LL w O LL O LL. 0 py' W c) `- °-0 O O W w CL o 2i coLLJ I • J �• _w LL �e W w 1�. Oco <0 i Q 'rC.r.' u) l Q 06 J I� 0 PROFESSIONAL SEAL: rjrft aa''aaa SAN r 1" 0 •' 4 ✓ O r *��• ,�/ w • Awa, ff N M-- iUAR�t�ttieara 27 JANY 2016 PROJECT NO: PSA2016-02 REVISIONS: MARK I DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 r ELECTRICAL POWER/ SYSTEMS PLAN E100 � s a � Y i A R C; R I T E C l- U R E ARCFIITECTURE I INTERIOR DESIGN 1318 BOWMAN S(REEf a CLCRMUNf, FLORIDA 3471 I i 1111: (352) 874.2340 ■ FAX: (877) 680-7183 www.powolisludiouch.corn AAI{ 26002236 © COPYRIGI I1' 2U 10 POWELL STUDIO ARCHI'fEC'I'URE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMEN rS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL 8rUD10 ARCHITECTURE, LLC., AND WERE CREA'fE--D, 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 WFIA'rSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: mmw low INC. DBSS, INC. CA#27371 PHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 ORLANDO, FL. 32828 OWNER / PROJECT: WEINGARTEN REALTY as tO w Lu O oo a_ o W . U) ILL a � Lu _U w ®' -A o W ILIL o 00< o U) Q 06 J 00 vi PROFESSIONAL SEAL: ANT'02 ----N� 5 513 Com» �Al 0 F1 fE, �O N A� � r vvvv 27 JANUARY 2016 PROJECT NO: PSA2016-02 REVISIONS: i MARKDATE DESCRIPTION i ISSUE DATE: JANUARY 27, 2016 1 I 1 ELECTRICAL ROOF PLAN 1 E2001 ,tu.;3: .c d;`L..ii..ud:la ak . # x�`+` G3 °.;a3'°` :3:..•:Sb.,.$"+ Ki%<�".'.i£`if'.uL�ei.+§?z$.:--` .r�sYn� .,-".�3t.'eF, 'J, n ) 2 3 4 5 1=0WELLSTU010 A R G Ff I T E Q T () R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET a CLERMONT, FLORIDA 34711 PH: (352) 874-2340 m FAX: (877) 680-7183 i wwwpowell5tudoarch.COM AA0 26002236 @COPYRIGHT 2016 POWELL STUDIO ARCHI [I-(; CURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND 16" PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF PC CHITECTURE, LLC., AND WERE CREATED EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION' WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USE OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FORANY PURPOSE WHATSOEVERwifHourTHEWRITTEN CONSENrOF POWELL SfUDIOARCHirECTURE, LLC. CONSULTANT: Nak k K OWNER PROJECT: WEINGARTEN REALTY People -to -people coast-to-coast SIM > W j 0 LLI 0c) LL 0- 0.00 W W 0 0 U) j U) LL W 0 LU M I i� LLJ U) W LL z PROJECT LOCATION PROJECT LOCATION 0 ()0.0 co < 0<0 U) z _j 06 4 4� 41%� W 4 C, wf� t: val Ilk 11 It q� SHEET DRAWING INDEX %kA41 W& f 4�2 PROPERTY RECORD 44 S ;Z11 141`1�11 SHEET TITLE -V, ;I, )W4­ iz. r URAL X Zn PROFESSIONAL SEAL: 10 '4 jo,'tA PROPERTY APPRAISER: SEMINOLE COUNTY R 1AAN iILNi ARCHITECT T 4 RAM g- vg 4x N 14111711 'a pq '!&'I' . , t0m-,,,01?� U 4 T Al. t COVER SHEET AI.2 PROJECT DATA SYMBOL LEGEN NOTES MINOLElo SITE ADDRESS: 'SE ATt 'A k;,", Z" Ail 7� A 41, "1", ff p 94 A, "n" AI.3 SITE PLAN 1813 & 18 21 WP BALL BOU LEVARD 0TOWNMENT 5 N Pfulg, a A al&54 "'l, rM0 A3.1 EXISTING DEMOLITION FLOOR PLAN f, SANFORD, FLORIDA 32771 iv� 5 `P:0, D, '47 i 1 ?4, ";,W 'A �A` A3.2 FLOOR PLAN LIFE SAFETY PLAN i"A" Nhiv 46 ,�;,N, w 'A AMP& PARCELID: 32-19-30-507-0000-0060 A3.3 REFLEC7ED CEILING PLAN $3 ffl AR9 *,7v 1601 -RETAIL CENTER- U NANCHORED 41 7;j 11A 4 DOOR SCHEDULE FINISH SCHEDULE WALL TYPES 'A'a 'k N ',,iv A8.1 ogQl , W-1-INIM-1, p IS, k, -ED A? );M USE CODE: 41$, DOOR TYPES D9fAILS 7,� k. qvl v g A9.1 U.L. DfffAILS B -'i- 'Ai MUN % ICIPALITY: SANFORD gw "'o A9.2 U.L. DETAILS 3 A9.3 U.L. DETAILS Nt .. .... -02 PROJECT NO: PSA2016 '4 ",v LEGAL DESCRIPTION A9.4 U.L. DETAILS a A qi%` -411 ja J: g �'NZw:�l 16 0 3d v zk", A� , " , - ,,, LOT 6 A9.5 U.L. DETAILS REVISIONS: k'o, -37 ASIA SPECIFICATIONS kf MARKETPLACE AT SEMINOLE TOWNE CENTER REPLAT PB 75 PIGS 35 AS L.2 SPECIFICATIONS VICINITY LOCATION MAP SITE MAP STRUCTURAL NTS NTS S100 I ROOF FRAMING PLAN MECHANICAL M1001 MECHANICAL ROOF PLAN ELECTRICAL PROJECT CONTACTS: D EIOO ELECTRICAL POWER / SYSTEMS PLAN E200 ELECTRICAL ROOF PLAN MARK DATE DESCRIPTION ARCHITECT MECHANICAL, ELECTRICAL, OWNER: E300 ELECTRICAL SITE PLAN AND PLUMBING ENGINEERING WEINGARTEN NOSTAT INC. POWELL STUDIO ARCHITECTURE, LLC ISSUE DATE: JANUARY 27, 2016 PLUMBING P.O. BOX 924133 1318 BOWMAN STREET DBSS. INC. P100 PLUMBING SUPPLY PLAN HOUSTON, TEXAS 77292-4133 CLERMONT, FL 34711 3622 AVALON PARK EAST BLVD. CONTACT: PH: (352)874-2340 SUITE 2072 F?-ECEIVFD COVER SHEET MR. DALE MENNINGER, REGIONAL FAX: (877) 680-7183 ORLANDO, FL 32828 FEB 0 4 2016 CONSTRUCTION DIRECTOR CONTACT: i PH: (321) 251-6006 2720 E. COLONIAL DRIVE JEFF POWELL, AIA, ARCHITECT FAX:(321)235-5557 0 R1, 11 F 17), Rl";o ORLANDO, FLORIDA 32803 EMAIL: jeff@poweIIstudioarch.com WWW.DBSSINC.COM PH: (407) 563-1125 AA# 26002236 Alml EMAIL: DMENNINGER@WEINGARTEN.COM maaa&77 2 3 4 5 6 7 1 2 3 4 5 b GENERAL NOTES LEGEND OF SYMBOLS BUILDING CODE ANALYSIS AND SUMMARY 1. CONSTRUCTION SHALL COMPLY WITH ALL CITY, STATE, AND FEDERAL CODES & ® 8" NOMINAL CONCRETE MASONRY (CMU) WALL RECESSED CAN LIGHT FIXTURE WITH A. EXISTING AREA STANDARDS. EMERGENCY POWER/ BATTERY BACKUP TENANT SUITE 1813: 1,800 SF 1 2. CONTRACTOR SHALL VISIT THE SITE, INVESTIGATE AND BECOME FAMILIAR INTERIOR FRAME PARTITION (SEE WALL TYPE DETAILS) TENANT SUITE 1$21: 1,800 SF RECESSED CAN LIGHT FIXTURE B. RE -DEMISED AREA WITH ALL EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT. TENANT SUITE 1813: 1,300 SF 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL ONE HOUR FIRE RATED INTERIOR FRAME PARTITION TENANT SUITE 1821: 2,300 SF -�- SURFACE MOUNTED SCONCE / DECORATIVE LIGHT FIXTURE REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ANY FURTHER C. CONSTRUCTION TYPE: TYPE II -B TWO HOUR FIRE RATED INTERIOR FRAME PARTITION D. FULLY AUTOMATIC FIRE SPRINKLER SYSTEM: YES CONSTRUCTION. E. FIRE ALARM: YES 4. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPECIFICATIONS TWO HOUR FIRE RATED CONCRETE MASONRY (CMU) WALLFtl FIRE ALARM PULL STATION F. OCCUPANCY: FOR THE PROJECT. TENANT SUITE 1813 M - MERCANTILE TENANT SUITE 1821 M - MERCANTILE 5. DIMENSIONS LESS THAN 2'-0" MAY BE SHOWN IN INCHES, I.E. 22" = V-10". I r:l macz EXISTING 8" CONCRETE MASONRY (CMU) WALL {-� FIRE ALARM HORN AND STROBE LIGHT G. CHANGE OF USE: NO 3 6. ALL ANGLED CONDITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. H. OCCUPANCY LOAD CALCULATION: A 7. THE WORD "PROVIDE" MEANS TO FURNISH AND INSTALL COMPLETE, INCLUDING°° EXISTING INTERIOR FRAME PARTITION TENANT SUITE 1813 CONNECTIONS, UNLESS OTHERWISE SPECIFIED. OVH FIRE ALARM STROBE LIGHT M - MERCANTILE: 1 OCC. / 30 GSF 1,300 SF / 30 GSF = 43 OCCUPANTS 8. ALL ITEMS OUTSIDE THE PROJECT BOUNDARIES SHALL BE PROTECTED SO AS EXISTING ONE HOUR FIRE RATED INTERIOR FRAME PARTITION TOTAL OCCUPANT LOAD: 43 OCCUPANTS TO INSURE THAT THEY WILL REMAIN INTACT DURING CONSTRUCTION. ALL TACTILE WARNING SURFACE [�A CEILING MOUNTED ACCESS PANEL TENANT SUITE 1821 ITEMS OUTSIDE THE PROJECT BOUNDARIES WHICH ARE DISTURBED, DAMAGED, M - MERCANTILE: 1 OCC. / 30 GSF 2,300 SF / 30 GSF = 77 OCCUPANTS OR SOILED DUE TO THE ACTS OF THE CONTRACTOR OR SUBCONTRACTORS, TOTAL OCCUPANT LOAD: 77 OCCUPANTS SHALL BE CLEANED, REPAIRED OR REPLACED TO THEIR PREVIOUS CONDITION � � WHEELCHAIR CLEAR TURNING DIAMETER (60") 1- � -1 ACCESSIBLE HI / LO DRINKING FOUNTAIN BY THE ARCHITECT. � -- � I � I WITH CLEAR FLOOR AREA SHOWN I. MAXIMUM ALLOWABLE AREA (FBC TABLE 503): 12,500 SF /FLOOR AS DETERMINEDI �-- I ACTUAL TENANT AREA 9. THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND EGRESS AT ALL TIMES. SITE / PARKING LOT LIGHTING I I TENANT SUITE 1813 1,300 SF TENANT SUITE 1821 2,300 SF 10. ALL FIRE SPRINKLER HEADS, SMOKE DETECTORS, OR OTHER CEILING I J. MAXIMUM ALLOWABLE HEIGHT (EACH SUITE)(FBCTABLE503): TWO (2) STORIES MOUNTED EQUIPMENT SHALL BE MOUNTED IN THE CENTER OF ACOUSTICAL g SITE SIGN /ACCESSIBLE PARKING SPACE L_. J ACTUAL TENANT MAXIMUM HEIGHT= 20'-0" +/- 0 -STORY) CEILING TILES. K. NUMBER OF EXITS REQUIRED (EACH SUITE) (FBC TABLE 1019.1): TWO (2) 11. IT IS THE INTENT OF THESE DRAWINGS AND DOCUMENTS TO PROVIDE ALL # MAXIMUM EXIT ACCESS TRAVEL EXITS PROVIDED: DETAIL TARGETDISTA NCE WITH POINT OF BEGINNING TENANT SUITE 1813 TWO ITEMS REQUIRED FOR COMPLETE SYSTEMS WHETHER SHOWN OR NOT. TENANT SUITE 1821 TWO CONTRACTOR SHALL PROVIDE ALL ESCUTHEON PLATES, FINISH PLATES, TRIM PIECES, ETC. AS REQUIRED TO PROVIDE A COMPLETE AND FINISHED WORK AS IT ACCESS TRAVEL SUITE) E M. MAX. COMMON PATH OF EGRESS TRAVEL (EACH SUITE)(F c01 �5 3): 75'-0" DETERMINED BY THE ARCHITECT. A BUILDING / WALL SECTION TARGET N. MAX. DEAD END CORRIDOR LENGTH (EACH SUITE): 20'4" 12. ALL WOOD USED IN CONTACT WITH CONCRETE OR MASONRY SHALL BE (NONE PROVIDED) TREATED. FASTENERS FOR TREATED WOOD NAILS, BOLTS, HARDWARE, ETC. o. FIRE RESISTANCE RATING REQUIREMENTS (FBC TABLE 601 aFBcr05.4) ( ) O FIRE SPRINKLER HEAD (CENTER ON CEILING TILE) PARTY AND FIRE WALLS: 0 HR SHALL BE GALVANIZED. ELEVATION TARGET BASED ON 1 ST FINISHED FLOOR AT 100'-0" STRUCTURAL FRAME: 0 HR 13. ALL INTERIOR PARTITIONS ARE 5/8" GYPSUM BOARD, TAPED AND PAINT IU UNLESS NOTED OTHERWISE; BEARING WALLS - INTERIOR 0 HR OCCUPANCY SENSOR (CEILING MOUNTED) BEARING WALLS - EXTERIOR 0 HR TEXTURED WITH ORANGE PEEL FINISH UNLESS OTHERWISE NOTED. NONBEARING WALLS & PARTITIONS (INTERIOR) 0 HR 14. PARTITIONS SHALL BE LOCATED TO ALIGN WITH FURRING ON ALL MASONRY LEVEL THRESHOLD TRANSITION NONBEARING WALLS &PARTITIONS (EXTERIOR) 0 HR WALL CONDITIONS. 1/4" MAX. VERTICAL W/O EDGE TREATMENT ® DRYWALL SOFFIT / BULKHEAD FLOOR CONSTRUCTION 0 HR 15. THE TERM 'WORK' MEANS THE CONSTRUCTION REQUIRED BY THE CONTRACT 1/2" MAX. VERTICAL W/ BEVEL OF 1:2 ROOF CONSTRUCTION o HR DOCUMENTS, INCLUDING ALL LABOR NECESSARY TO PRODUCE SUCH PRIMARY EGRESS DIRECTION / PATH OF TRAVEL P. PLUMBING FIXTURE CALCULATIONS (FPC TABLE 403.1) CONSTRUCTION, AND ALL MATERIALS AND EQUIPMENT INCORPORATED OR TOUNIVERSAL SYMBOL OF B BE INCORPORATED THEREIN. ��' ACCESSIBILITY NOTE' 44 EGRESS WIDTH (IN INCHES) THIS PERMIT IS FOR THE LIMITED LANDLORD SCOPE OF WORK ONLY, TO PREPARE THE EXISTING VACANT SUITES FOR A 16. ALL WORK MENTIONED OR INDICATED IN THE CONTRACT DOCUMENTS SHALL FUTURE TENANTS. THE FUTURE TENANT OF EACH SUITE IS RESPONSIBLE FOR SUBMITTING SEPARATE DRAWINGS FOR BE PERFORMED BY THE CONTRACTOR AS PART OF THIS CONTRACT UNLESS IT PERMITTING FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE DEPICTED HEREIN. IS SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS THAT SUCH WORK W H WATER HEATER TENANT SUITE 1813 OCCUPANT LOAD: 21 MALE / 22 FEMALE IS TO BE DONE BY OTHERS. SHOULD THE DRAWINGS OR THE SPECIFICATIONS GRESswIDTI1 EGRESS DIRECTION / WIDTH / REQUIRED: 1 WC / 500 OCC. DISAGREE IN THEMSELVES OR WITH EACH OTHER, THE CONTRACTOR SHALL ### ROOM NUMBER TAG OCCUPANT LOAD CALCULATION 1 LAV / 750 OCC. PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK UNLESS 1 DRINKING FOUNTAIN / 1,000 occ. 1 SERVICE SINK OTHERWISE DIRECTED BY WRITTEN ADDENDUM TO THE CONTRACT. Q � DRAWING REVISION TAG 17. IN THE EVENT OF ANY CONFLICT AMONG THE CONTRACT DOCUMENTS, THE DOOR NUMBER TAG 1 SYMBOL AND REVISION CLOUD PROVIDED: 0 WC DOCUMENTS SHALL BE CONSTRUED ACCORDING TO THE FOLLOWING 0 LAV PRIORITES: X// INTERIOR WALL TYPE TAG 0 HI -LO ACCESSIBLE DRINKING FOUNTAIN 0 SERVICE SINK HIGHEST PRIORITY: MODIFICATIONS SECOND PRIORITY: AGREEMENT 400 INTERIOR ELEVATION TARGET TENANT SUITE 1821 OCCUPANT LOAD: 38 MALE / 39 FEMALE REQUIRED: 1 WC 500 OCC. THIRD PRIORITY: ADDENDA - LATER DATE TO TAKE X WINDOW TYPE ELEVATION TAG / PRECEDENCE O GENERAL "PLAN" DIMENSIONAL CONVENTIONS 1 LAV/7500CC. 1 DRINKING FOUNTAIN / 1,000 OCC. FOURTH PRIORITY: SUPPLEMENTARY GENERAL OFF. SURFACED MOUNTED FIRE EXTINGUISHER 1 SERVICE SINK CONDITIONS FE PROVIDED: 1 WC FIFTH PRIORITY: GENERAL CONDITIONS ® FIRE EXTINGUISHER IN RECESSED CABINET ALL PLAN DIMENSIONS SHOWN ARE BASED ON NOMINAL STUD AND 1 LAV CMU WALL DIMENSIONS AND ARE SUBJECT TO FIELD ADJUSTMENT 1 HI -LO ACCESSIBLE DRINKING FOUNTAIN SIXTH PRIORITY: SPECIFICATIONS FOR ACTUAL MATERIALS. PLAN DIMENSIONS HAVE A GRAPHIC 0 SERVICE SINK SEVENTH PRIORITY: DRAWINGS EMERGENCY LIGHT TOLERANCE OF +1/2". MINIMUM CLEAR AND ALL CORRIDOR DIMENSIONS ARE NOT TO BE REDUCED. COORDINATE ALL 18. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL REFER TO ALL OF THE EQUIPMENT DIMENSIONS WITH THE MANUFACTURER, OWNER, OR Q. ALTERATION LEVEL: LEVEL 2 ALTERATION PER EXISTING BUILDING CODE 5TH EDITION DUAL EMERGENCY /EXIT COMBINATION LIGHT OWNER'S REPRESENTATIVE. DRAWINGS, INCLUDING THOSE SHOWING PRIMARILY THE WORK OF THE 504.1 SCOPE MECHANICAL, ELECTRICAL, AND OTHER SPECIALIZED TRADES, AND TO ALL OF ® CEILING MOUNTED EXIT LIGHT LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR THE SECTIONS OF THE SPECIFICATIONS, AND SHALL PERFORM ALL WORK WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. REASONABLY INFERABLE THEREFROM AS BEING NECESSARY TO PRODUCE THE ® CEILING MOUNTED EXIT LIGHT WITH w 1x DIRECTIONAL ARROW Q I=- . _ 504.2 APPLICATION INDICATED RESULTS.\ v Q LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 FOR LEVEL 1 ALTERATIONS AS WELL AS THE Q I Q INTERIOR WALL WALL MOUNTED EXIT LIGHT z a DIMENSIONS ARE `) PROVISIONS OF CHAPTER 8. 19. THE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS w w 1L, e z z = FROM CENTER INTERIOR ARE DIAGRAMMATIC ONLY, AND ARE NOT INTENDED TO SHOW THE ALIGNMENT, ® CEILING MOUNTED EXHAUST FAN = 0 LL LINE TO CENTER DIMENSION s PHYSICAL LOCATIONS OR CONFIGURATIONS OF SUCH WORK, UNLESS NOTED z o LINE WHEN SHOWN BEGIN FROM THE' OTHERWISE. WORK SHALL BE INSTALLED WITHOUT ADDITIONAL COST TO THE o DIMENSIONED INSIDE FACE RECESSED HVAC SUPPLY DIFFUSER j p w TO THE CENTER OF CMU OWNER TO CLEAR ALL OBSTRUCTIONS, PERMIT PROPER CLEARANCES FOR y y THE WORK OF OTHER TRADES, ADN PRESENT AND ORDERLY APPEARANCE ¢ 17IF DOOR IS SHOWN '� ADJUSTTO GRAPHICALLY ADJUSTT WHERE EXPOSED. BE EQUAL CENTERED BE EQUAL 20. WHERE THE WORK IS TO FIT WITH EXISTING CONDITIONS OR WORK TO BE RECESSED HVAC RETURN DIFFUSER DIVIDE THE WALL PERFORMED BY OTHERS, THE CONTRACTOR SHALL FULLY AND COMPLETELY SPACE DES EQUALLY We JOIN THE WORK WITH SUCH CONDITIONS OR WORK, UNLESS OTHERWISE SPECIFIED. 24"X48" RECESSED FLUORESCENT APPLICABLE CODES AND STANDARDS 21. IN ALL CASES IN WHICH A MANUFACTURER'S NAME, TRADE NAME OR OTHER LIGHT FIXTURE PROPRIETARY DESIGNATION IS USED IN CONECTION WITH MATERIALS OR ) ARTICLES TO BE FURNISHED UNDER THIS CONTRACT, WHETHER OR NOT THE 6" MINIMUM - PHRASE 'OR EQUAL' IS USED AFTER SUCH NAME, THE CONTRACTOR SHALL ll 24" X 24" RECESSED FLUORESCENT FURNISH THE PRODUCT OF THE NAMED MANUFACTURERS WITHOUT \ LIGHT FIXTURE MIN OF 2" GYP TO SHOW • • • - •- 6" MINIMUM -- \ BETWEEN DOOR FRAME SUBSTITUTION, UNLESS WRITTEN REQUEST FOR SUCH SUBSTITUTION HAS AND WALL Gl: � 6" MINIMUM r BEEN SUBMITTED BY THE CONTRACTOR AND APPROVED IN WRITING BY THE 18" MIN CLEAR -Ajj111 24" X 24" RECESSED FLUORESCENT LIGHT _ of ANY CABINET 18" MIN CLEAR 6" MINIMUM ARCHITECT. FIXTURE W/ EMERGENCY POWER / BATTERY 22. WHERE NO EXPLICIT QUALITY OR STANDARDS FOR MATERIALS OR BACKUP MEN WOMEN RESTROOM WORKMANSHIP ARE ESTABLISHED FOR WORK, SUCH WORK IS TO BE OF GOOD QUALITY FOR THE INTENDED USE AND CONSISTENT WITH THE QUALITY OF THE 24" X24" RECESSED FLUORESCENT LIGHT LTOILET ROOM WALL MOUNTED SIGN UNIVERSAL SYMBOL OF ACCESSIBILITY SURROUNDING WORK AND THE CONSTRUCTION OF THE PROJECT GENERALLY. FIXTURE W/ EMERGENCY POWER / BATTERY ACCESSIBILITY SIGNAGE NOTES: BACKUP 12" MIN CLEAR ON PUSH SIDE 23. THE ARCHITECT AND/OR ENGINEER OF THIS CONTRACT SET OF DOCUMENTS CHARACTERELETTERS PROPORTION: WILL NOT ACCEPT RESPONSIBLITY AS TO ANY UNAUTHORIZED CHANGES OR AND SAND NUMBERS -H SIGNS SHALL HAVE E 1:5 AND 1HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE -WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. DEVIATIONS TO THIS PROJECT THAT DIFFER FROM THE PLANS AND UNLESS A DOOR'S LOCATION IS DIMENSIONED OR LAID OUT SPECIFICALLY, SUCH AS SHOWN CENTERED, RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS (PICTOGRAMS): SPECIFICATIONS WITHOUT FINAL WRITTEN APPROVAL FROM THE ARCHITECT TYPICAL DOOR LOCATION IN A WALL SHALL BE LETTERS AND NUMERIC SHALL BE RAISED 1/32 IN., UPPER CASE, SANS SERIF OR SIMPLE SERIF PLACED TO MEET THE FLORIDA ACCESSIBILITY CODE TYPE AND SHALL BE ACCOMPANIED WITH GRADE BRAILLE. RAISED CHARACTERS SHALL BE AT OR ENGINEER, AS TO SUCH ACTION. FIRST +AND THE ABOVE REQUIREMENTS SECOND. LEAST 5/8=' (16 MM) HIGH, BUT NO HIGHER THAN 2 IN. (50 MM). PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE D PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6 IN. (152 MM) MINIMUM OF ABBREVIATIONS APPLICABLE CODES AND STANDARDS HEIGHT. FINISH AND CONTRAST: THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER A.B. ANCHOR BOLT CT CERAMIC TILE GALV. GALVANIZED REQ'D REQUIRED FBC 5TH ED. (2014) FLORIDA BUILDING CODE NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. ABV. ABOVE DIA. DIAMETER G.C. GENERAL CONTRACTOR RND ROUND FPC 5TH ED. 2014 FLORIDA PLUMBING CODE A/C AIR -CONDITIONER DISP. DISPOSAL GFI GROUND FAULT INTERRUPTER S.F. SQUARE FOOT (FEET) ( ) MOUNTING LOCATION AND HEIGHT: ADJ. ADJUSTABLE E.W. EACH WAY HGT HEIGHT SHT SHEET FMC 5TH ED. (2014) FLORIDA MECHANICAL CODE WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE A.F.F. ABOVE FINISHED FLOOR ELEC. ELECTRICAL MFGR MANUFACTURER SQ. SQUARE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE S A.H.U. AIR HANDLER UNIT ELEV. ELEVATION MIN. MINIMUM TEMP.A. TEMPERED FBC 5TH ED. (2014) FLORIDA ENERGY CONSERVATION CODE PLACED ON THE NEAREST, ADJACENT WALL. MOUNTING LOCATION OF SUCH SIGNAGE SHALL BE BM. BEAM EXT. EXTERIOR MIR. MIRROR TYP. TYPICAL SO THAT A PERSON MAY APPROACH WITHIN 3 IN. (76 MM) OF SIGNAGE WITHOUT ENCOUNTERING BOT. BOTTOM FBC FLORIDA BUILDING CODE N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE FAC 5TH ED. (2014) FLORIDA ACCESSIBILITY CODE PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. MOUNTING HEIGHT SHALL BE 60 IN. (1525 MM) ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. CLG. CEILING FIN. FLR. FINISHED FLOOR OPN'G OPENING VERT. VERTICAL FFPC 5TH ED. FLORIDA FIRE PREVENTION CODE CJ CONTROL JOINT F.G. FIXED GLASS PED. PEDESTAL VTR VENT THROUGH ROOF SYMBOLS of ACCESSIBILITY: COL. COLUMN FLR. FLOOR PSF POUNDS PER SQUARE FOOT W/ WITH N FPA -70-2011 NATIONAL ELECTRICAL CODE FACILITIES AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCESSIBLE BY SECTION 4.1 OF THE COMP. A/C COMPRESSOR FT. FOOT/FEET RAD RADIUS W/C WATER CLOSET A.D.A.A.G SHALL USE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. FX FIXED WP WATER PROOF ... .. ., .:. .. ;; ". ... . -, va :, .., :, .::, c, .,. ::..,. ... ,_ : r n ,.., ... al.• ax`F,'r ' N' As i r . , R .. 1 2 ( 3 4 5 6 f 3$F j{Z ARCH ITEQTU RE ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONL FLORIDA 34711 PH: (352) 874-2340 r FAX: (877) 680-7183 www.powelistu(Jioaich.com AAIt 26002236 © COPYRIGHT 2016 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 WIrH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WIrHOUTTHE WRITTEN CONSENT OF POWELL s rUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER /PROJECT: W EAINGAR'TMEN REALTY i T,.I ���.Y�N�'�W���y �Y �✓�br �u.4 �JT l.������'k C,.Y �iv ��w�� w O � 'SW ❑ o LL O wow O IL m O o<z w U n U) iJ J 'jLJL ❑ Q T LLI ❑ 0w h- J ❑ W �. Lj„ 0' N O 0o ❑ �- Z Q 06 �2 Z r 0o w V J PROFESSIONAL SEAL: F Ft O AR9 6- 5 V PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 PROJECT DATA / SYMBOL LEGEND / NOTES Alm2 A 14 In 2 EXISTING PLAN / DEMOLITION GENERAL NOTES: 'I. THIS PLAN IS NOT INTENDED TO BE ALL-INCLUSIVE, ACTUAL CONDITIONS MAY VARY. G.C. SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 2. FIELD VERIFY EXISTING WALL RATINGS, NOTIFY ARCHITECT OF ANY VARIATIONS FROM PLAN. 3. G.C. SHALL BE RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED TO INSTALL NEW WORK AS SHOWN OR AS OTHERWISE INDICATED ON THIS SET OF CONSTRUCTION DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: a. REMOVE NON -LOAD BEARING WALLS AS INDICATED INCLUDING DOORS AND FRAMES, AND ALL OTHER ITEMS INDICATED TO BE REMOVED ON THIS SET OF CONSTRUCTION DOCUMENTS. b. PATCH AND / OR REPAIR ALL FLOOR, CEILING, AND / OR WALL SURFACES WHERE EXISTING CONSTRUCTION IS TO REMAIN. c CONTRACTORTRACTOR MUST PLAN, SCHEDULE, AND COORDINATE ALL REMOVALS (AND NEW WORK) TO AVOID INTERRUPTION OF SERVICES, ELECTRICAL, HVAC, PLUMBING, AND FIRE PROTECTION. d. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE SCOPE OF WORK FOR THIS PROJECT. G.C. SHALL REPORT ANY PROBLEMS AND/OR DISCREPANCIES TO THE ARCHITECT OR OWNER PRIOR TO THE COMMENCEMENT OF WORK. e. REFER TO ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL NOTES ON DEMOLITION, MODIFICATIONS, AND PHASING. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE EXISTING BUILDING RESULTING FROM WORK ASSOCIATED WITH THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS RESULTING FROM DAMAGES TO THE INSIDE OR OUTSIDE OF THE BUILDING AS A RESULT OF THE WORK. THE GENERAL CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY AND ALL ALL MOLD TESTING, ABATEMENT OF HAZARDOUS MATERIALS, AND THE REQUIRED REPAIR LABOR, AND MATERIALS AT NO COST TO THE OWNER. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR WEATHERPROOFING THE EXISTING BUILDING DURING THE COURSE OF THIS PROJECT. THE G.C. SHALL ALSO BE RESPONSIBLE FOR REPAIRS TO ANY AND ALL WATER DAMAGE SUSTAINED AS A RESULT OF PROJECT WORK WITH NO COST TO THE OWNER. 4. DEMOLITION KEYNOTES - REFER TO DEMOLITION KEYNOTES FOR SPECIFIC DEMOLITION REQUIREMENTS. SPECIFIC DEMOLITION ITEMS ARE NOT TO BE CONSIDERED ALL INCLUSIVE OR COMPLETE IN THEMSELVES. PERFORM ADDITIONAL DEMOLITION THAT MIGHT REASONABLY BE REQUIRED FOR PREPARATION OF INSTALLATION OF NEW CONSTRUCTION OR SPECIFIED FINISHES. DEMOLITION SHALL BE PERFORMED IN A MANNER THAT WILL NOT D REMAIN. SURFACES DAMAGE ADJOINING SURFACES INDICATED TOR IN. SUR AC S SHALL BE PATCHED IF NECESSARY TO PROVIDE A SUITABLE SUBSTRATE FOR NEW FINISHES. 5. SITE VISIT - PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE FACILITY AND BECOME THOROUGHLY FAMILIARIZED WITH EXISTING CONDITIONS. NO CLAIMS FOR ADDITIONAL WORK DUE TO OBSERVABLE CONDITIONS WILL BE CONSIDERED. 6. SCHEDULING - SCHEDULE DEMOLITION WORK WITH FACILITY ADMINISTRATION PRIOR TO START OF WORK TO MINIMIZE DISRUPTION OF SERVICES AND PROVIDE FOR THE UNINTERRUPTED FUNCTIONING OF THE FACILITY. 7. OPENINGS -WHERE OPENINGS ARE CREATED IN EXISTING CONSTRUCTION SCHEDULED TO REMAIN BY DEMOLITION WORK INDICATED HEREIN, SUCH AS REMOVAL OF EXISTING DOORS OR WINDOWS ON WALLS INDICATED TO REMAIN, NEW CONSTRUCTION SHALL BE OF TYPE AND THICKNESS TO MATCH ADJACENT. FILL OPENINGS AND FINISHES INSTALLED TO MATCH EXISTING UNLESS NEW FINISHES ARE SCHEDULED FOR THOSE SURFACES. 8. EXISTING SERVICES - WHERE EXISTING SERVICES SUCH AS PLUMBING, ELECTRICAL, ETC. ARE AFFECTED BY DEMOLITION WORK, SUCH AS REMOVAL OF AN EXISTING PARTITION, THE SERVICES SHALL BE REMOVED TO A POINT WHERE THEY CAN BE CAPPED AND TERMINATED UNLESS OTHERWISE SHOWN ON THE DRAWINGS OF THE SPECIFIC DISCIPLINE AFFECTED, R SCHEDULED FOR EXISTING OR 9. NEW FINISHES -WHERE NEW FINISHES ARE SCHRENOVATED SPACES THE CONTRACTOR SHALL REMOVE EXISTING FINISHES AND PREPARE SUBSTRATES TO RELIEVE NEW FINISHES AS SCHEDULED. PREPARATION OF SUBSTRATES SHALL INCLUDE, BUT NOT LIMITED TO THE FOLLOWING IF DEEMED REQUIRED BY THE ARCHITECT: - PATCHING AND/OR LEVELING OF FLOOR SLAB - SKIM COATING OF GYPSUM WALLBOARD SURFACES - SANDING OF METAL FRAMES, ETC. E H BE REMOVED ALL EXISTING 10. WHERE WALLS CEILINGS AND /OR FINISHES ARE SHOWN TO INTERIOR COMMUNICATION, DATA CABLE ETC. OUTLETS SHALL BE REMOVED. ALL EXISTING WIRING AND CONDUIT ASSOCIATED WITH THESE ITEMS SHALL ALSO BE REMOVED. 11. WHERE LIFE SAFETY LIGHTING AND/OR FIRE ALARM DEVICES ARE LOCATED ON PARTITIONS SCHEDULED FOR DEMOLITION, RELOCATE OR REPLACE DEVICES AS SHOWN ON THE FLOOR PLAN (A3.1). CONTRACTOR MUST COORDINATE MODIFICATION OF FIRE ALARM SYSTEM WITH PROVIDER, AND SUBMIT ANY EXISTING FIRE ALARM RO REQUIRED DOCUMENTATION TO THE BUILDING DEPARTMENT. DEMOLITION KEY NOTES: \REMOVE DEMISING PARTITION. DISCARD MATERIALS. PATCH AND REPAIR ANY DAMAGE TO ADJACENT FINISHES TO REMAIN. OREMOVE PORTION OF EXISTING CEILING GRID AND TILES AS DIMENSIONED, AS TO ALLOW CONSTRUCTION OF NEW ONE (1) HOUR FIRE RATED PARTITION / DEMISING WALL. REMOVE ALL CEILING FIXTURES LOCATED IN AREA OF GRID TO BE REMOVED, INCLUDING ALL 2' X 4' FLUORESCENT LIGHT FIXTURE AND ANY OTHER FIXTURES ASSOCIATED WITH CEILING. REMAINING SUSPENDED CEILING TO REMAIN. PREPARE TO REINSTALL CEILING GRID, TILES AND 2'X 4' FLOURESCENT LIGHT FIXTURES. REMOVE EXISTING INTERIOR PARTITION TO BUILDING STRUCTURE INCLUDING ALL EXISTING INTERIOR DOORS, FRAMES, HARDWARE, AND ALL ASSOCIATED ELEMENTS. DISCARD MATERIALS. PATCH AND REPAIR ANY DAMAGE TO ADJACENT FINISHES TO REMAIN. OREMOVE AND DISCARD ALL EXISTING RESTROOM PLUMBING FIXTURES GRAB BARS MIRRORS, , ETC. SEE PLUMBING DRAWINGS. REMOVE ALL FLOORING MATERIAL TO CONCRETE SLAB. DISCARD MATERIALS. PATCH AND REPAIR ANY DAMAGE TO ADJACENT FINISHES TO REMAIN. PREPARE FOR INSTALLATION OF FUTURE TENANTS' FLOORING. OREMOVE GYP CEILING CEILING AND CEILING FIXTURES. DISCARD MATERIALS. PATCH AND REPAIR ANY DAMAGE TO ADJACENT FINISHES TO REMAIN. 2 3 SHOPPING CENTER SIDEWALK AND PARKING AREA EXISTING CANOPY ABOVE I 1 \ `'',\ADjACENT\SUITE 1$05 CHIPOTLE"MEXICAN.GRILL\\\ \\ \ (RFSfAURANT\V \\ \, N.I.C. \ \ \\ \ EXISTING AREA: 2`400 SF \ \Z 0 \ \ \ \ LLI Lu w ` \ \ W \ Q � uJ \. \ E v7 \ oo Lu 4 \ \ h Al \ SHOPPING CENTER SERVICE AREA E 5 i i i I A R Q H I T E c T U R E EXISTING SUITE 1813 LEASE LINE DIMENSION PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREiAIED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION I WITH THE SPECIFIED PI OJECT. DRAWING THIS Y NOT 8 i IN MA O E USED OR DISCLOSED'rO ANY PERSON, FIRM, OR CORPORATION I FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN it CONSENT -OF POWELL STUDIO ARCHITECTURE, LLC. EXISTING SUITE 1821 LEASE LINE DIMENSION }yN aG ryfA� IpLT��f i R.V�W"��•✓R✓�.JJW til r���'Wm IIl34+✓r �,Y+.d'sw83W 0 w w0 Z LL \C) EXISTING CANOPY _ __ W ;j W w o I 5Lu I EXISTING CANOPY 0 j00 C[ r� U) I < 0 Q _j O� 1 ......... ._.__ .._... .. _ ... . _.. ...._. __._ .._. __._ ,_._ ..... .... ....... _....... _ .. ....._ ...... 1 I PROFESSIONAL SEAL: I I I 3 I OF F P�E `i � •�� � Lel/ '. � it ll AR94 '? 5 V 1 � I �� •;,��li I IFR�p.�RG� r 1 I ABOVE PROJECT NO: PSA2016-02 1 I REVISIONS: I ABOVE 1 E I ,I \ EXISTING STOREFRONT ( ASSEMBLY SYSTEM AND I STOREFRONT DOOR TO REMAIN. MARK 1 I DESCRIPTION ,I ISSUE DATE: JANUARY 27, 2016 u; u ` ~' EXIGrING ASSEMBLY STOREFRONT REMAIN.sus SFOREFRON SYS L fEM AND DOOR TO I 1 ' .......__........ ..... ..... ...... _ ...._.. _..... __ .., ......_......._ .._ ._ _ .._....._ _ ._.._..__. _._.....__._. _. ... zxxas�� .. ... ._._.. _..._._..__,. tix ..............._ _.. .....I.............. i. �\ pXISTING E ERG. I I I I I I I I EXIS ING EMER . HGHT / EXI� 'EMAIN I ( I I I I I I LIGH / EXIT i COMBO TO COM OTO REM/1N T-F_I I 1 . { i-1 I 12'483° I I 1 J'-s$° Itz 5 I I I I I I I I I 12 I I a sus � .; I I I I I__...__..... I I I I I I I I I I I I ............. ...... __ MARKETRLAC AT . _. _..... ___.._., _ ._.-_. ..._.-_.. ._.........._. 1g, E S NE CENTER I I I I I 1 1 1 1 1 51 I z SEMINOLE QENTER 3 I MINOLE T• TO,WNE SUITS 18131 SUITS 1$21" z E s XI TING A E a os I I I I I �I I A- 1 d F w EXISTING SF Lm AREA. 1 840 Lu ❑ N I I I I I I WI I ❑ - I I I I I 1- II o W W =� coLu ww I I I I I I 11 N 00 d. w ��9 - LL I _ LL RI LL . . a:uY1 I I I I I zJ I o 0 Z I I I I I I1 I I I I I I 1 °I 1 �, I ° wo a F — x ' ISTI G1813 I I I I I I I x iEIS E TING 18 1 r rJ „. s > �VIAIN SP ASE . CE z AIN LEASE SPACE — EI 1STING COI UMN I I I X W I I I I I I I I I I I I 4 rI i .... ...... ... ...... .... _ _ . _ .__........ I I I I I I I I I I I I I I I I I I tea, r J e. I I I I I I I I \_l-_ _ _ 4 &� FOUNTAIN XISTING A -L D � HI O RIN _...._ , CESS. -. I NG I __._ .. m _ . _ ___,.. __ —.: ;-�.— _ b_. ._ -. _ c__ __-= I, 'lr°' �I ',' ' �— EX�S,TING O (2) HOUR= . Il�r° \ rn I!II. FIRE RATED P TITION I .5 4 . DEMISING W -LL - Q 11 "- — if / I I s, �c,.._... ., , \if s � I ,„ tf TEE' E �3 L� I i�' _... I\ _._. _ ...._........_: X ST E I I IFOUONTAIN E __.... G ACCESS. KING _ _............_ r Q fl � \ R OF AC ESS�� rf w ¢ \ HAT G _M y Al 1 � / € / � :. 1''. ' II / II 6 I �� � _� ••. RXIT'IG a \ FIDE FIS,R\ �. _ EI I �•� 11 , 'XIST',G e ,� I \ ...... / ..... _.i / / \�'' :..4 . ';'I — :. IHCR111'. N N:I.C;, I \ O� \ :..., \ •.. \ \\ oo r_F' \ L u r . �_ w F�STING XIEfy1ERG. 1 `LL_ 1 Y Z oFa�C 13 ,' 6 3 _1 V w\\ \ ❑ 0l n11 \ ❑ �.., I // I EXIS rl LIG HT/�Xlr COMBO G EMERG. r0 REMAIN' "{ 41GHT/ EXIT(] REMAIN �.., .. •.. 1 v \ \EXIFSITRINE GRAfTO TED. 2 AHLOL R __ \ V _ �.... 'I 41 - -� �___\...- .._.__._�......... _ __..... ......B\- .... �. _ . _ _. _... __. EXISTING `\ [ ELECT P PANEL I EL CTN ANEL EXISTING REAR DOOR EXISTING ELECT. PANEL \ Exls NNC ELECT. PANEL \ TO REMAIN.• 20'-8" nlnnCnlelnnl 20'-8" CXIQTIAIf_` CI (ITC 4844 I CAQC I ]nIC evle-r'Inln OI II-= 4474 1 CAee I Inlc nlnncnlelnnl EXISTING / DEMOLITION FLOOR PLAN 1/41' = 1'-0.1 3 4 5 0 \ \ \ \ , I \ L � I i \ \ \ O \ \ \ fi 1 z Lu. ARJAQENT SUITE1.771'\. Lo \ VACANT \ \ N\ \ RESTAU AR NT USE \ Q LLI EXISTING AREA. 2 400'SF Y \ r a \y, \ I I / -w\ I I I\ t \\ 4, \\ si .... \ \\\\ \ i a t` I 'I J\ u J \\ I I\ 0 ° i i i I A R Q H I T E c T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN SIREEf • CLERMONL FLORIDA 34711 PH: (352) 8742340 s FAX: (877) 680-7183 www. powellstu dioarc h.corn AA ll 26002236 j © COPYRIGHT 2016 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 CREiAIED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION I WITH THE SPECIFIED PI OJECT. DRAWING THIS Y NOT 8 i IN MA O E USED OR DISCLOSED'rO ANY PERSON, FIRM, OR CORPORATION I FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN it CONSENT -OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: I i I i { I J I OWNER / PROJECT: WE I E A�tTqq��ppgE+m4 N REALTY Y� }yN aG ryfA� IpLT��f i R.V�W"��•✓R✓�.JJW til r���'Wm IIl34+✓r �,Y+.d'sw83W 0 w w0 Z LL \C) OLL 0 W 0 "�Z 0 0 \ W ;j W w o I 5Lu Z� o U) III LL QiT.. 0 j00 C[ r� U) I < 0 Q _j O� 1 rI®l cy) i 0o ! I FI li I PROFESSIONAL SEAL: I I I 3 I OF F P�E `i � •�� � Lel/ '. � it ll AR94 '? 5 V 1 � I �� •;,��li I IFR�p.�RG� r 1 tl d PROJECT NO: PSA2016-02 1 I REVISIONS: E ,I MARK DATE DESCRIPTION ,I ISSUE DATE: JANUARY 27, 2016 u; u EXISTING / DEMOLITION 'I FLOOR PLAN z Ali i' I 01 Al ©1 1 0 FLOOR PLAN SYMBOL LEGEND: ■ FLOOR PLAN GENERAL NOTES: 1. THE SCOPE OF WORK FOR THIS PROJECT IS THE LANDLORD'S SCOPE OF WORK ONLY, TO PREPARE THE EXISTING VACANT SUITES FOR A FUTURE TENANTS. THE FUTURE TENANT OF EACH SUITE IS RESPONSIBLE FOR SUBMITTING SEPARATE DRAWINGS FOR PERMITTING FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE DEPICTED HEREIN. 2. CONTRACTOR TO PROVIDE AND INSTALL NEW 10LB ABC FIRE EXTINGUISHERS AND COORDINATE PLACEMENTS WITH FIRE MARSHALL. INSTALL QUANTI IY AS REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL TO AN EXTINGUISHER. 3. THERE ARE NO EXTERIOR SIGNS AS PART OF THIS SCOPE OF WORK. EXTERIOR SIGNAGE WILL BE PERMITTED BY FUTURE TENANT. 4. EXISTING FLOOR FINISH TO BE REMOVED TO CONCRETE SLAB. PREPARE CONCRETE SLAB FOR INSTALLATION OF NEW FLOOR FINISH BY FUTURE TENANTS. 5. EXISTING CEILING TO REMAIN THROUGHOUT SUITE. REPAIR DAMAGES CREATED DURING DEMOLITION PHASE. BUILDING CODE ANALYSIS AND EXISTING INTERIOR FRAME WALL (ONE HOUR FIRE RATED) A. EXISTING AREA NEW INTERIOR PARTITION TENANT SUITE 1813: NEW IN FIRE RATED FRAME PARTTNGN (U.L. DESIGN NO. 419) XM INTERIOR WALL TYPE TAG OFE FIRE EXTINGUISHER - SURFACE MOUNTED �® LEVEL THRESHOLD TRANSITION (112" MAX.) TENANT SUITE 1821: EXIT I EMERGENCY COMBINATION LICH r C. CONSTRUCTION TYPE: TYPE II -B D. FULLY AUTOMATIC FIRE SPRINKLER SYSTEM: EMERGENCY LIGHT (WALL MOUNTED) E. FIRE ALARM: YES F. OCCUPANCY: EGRESS WIDTH EGRESS DIRECTION I WIDTH I OCCUPANT LOAD CALCULATION OCCUPANTLOAD ■ FLOOR PLAN GENERAL NOTES: 1. THE SCOPE OF WORK FOR THIS PROJECT IS THE LANDLORD'S SCOPE OF WORK ONLY, TO PREPARE THE EXISTING VACANT SUITES FOR A FUTURE TENANTS. THE FUTURE TENANT OF EACH SUITE IS RESPONSIBLE FOR SUBMITTING SEPARATE DRAWINGS FOR PERMITTING FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE DEPICTED HEREIN. 2. CONTRACTOR TO PROVIDE AND INSTALL NEW 10LB ABC FIRE EXTINGUISHERS AND COORDINATE PLACEMENTS WITH FIRE MARSHALL. INSTALL QUANTI IY AS REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL TO AN EXTINGUISHER. 3. THERE ARE NO EXTERIOR SIGNS AS PART OF THIS SCOPE OF WORK. EXTERIOR SIGNAGE WILL BE PERMITTED BY FUTURE TENANT. 4. EXISTING FLOOR FINISH TO BE REMOVED TO CONCRETE SLAB. PREPARE CONCRETE SLAB FOR INSTALLATION OF NEW FLOOR FINISH BY FUTURE TENANTS. 5. EXISTING CEILING TO REMAIN THROUGHOUT SUITE. REPAIR DAMAGES CREATED DURING DEMOLITION PHASE. BUILDING CODE ANALYSIS AND SUMMARY A. EXISTING AREA 77 OCCUPANTS TENANT SUITE 1813: 1,800 SF TENANT SUITE 1821: 1,800 SF B. RE -DEMISED AREA €2 TENANT SUITE 1813: 1,300 SF TENANT SUITE 1821: 2,300 SF C. CONSTRUCTION TYPE: TYPE II -B D. FULLY AUTOMATIC FIRE SPRINKLER SYSTEM: YES E. FIRE ALARM: YES F. OCCUPANCY: TO REMAIN. TENANT SUITE 1813 M - MERCANTILE TENANT SUITE 1821 M - MERCANTILE G. CHANGE OF USE: NO H. OCCUPANCY LOAD CALCULATION: 75'-0" TENANT SUITE 1813 20'-0" M - MERCANTILE: 1 OCC. / 30 GSF 1,300 SF / 30 GSF = 43 OCCUPANTS TOTAL OCCUPANT LOAD: 43 OCCUPANTS TENANT SUITE 1821 fi.�'-" iL.z` '.M+ M - MERCANTILE: 1 OCC. / 30 GSF 2,300 SF / 30 GSF = 77 OCCUPANTS TOTAL OCCUPANT LOAD: 77 OCCUPANTS I. MAXIMUM ALLOWABLE AREA (FBC TABLE 503): 12,500 SF / FLOOR ACTUAL TENANT AREA €2 TENANT SUITE 1813 1,300 SF TENANT SUITE 1821 2,300 SF J. MAXIMUM ALLOWABLE HEIGHT (EACH SUITE) (FBC TABLE 503): TWO (2) STORIES ACTUAL TENANT MAXIMUM HEIGHT= 20'-0" +/- (1 -STORY) K. NUMBER OF EXITS REQUIRED (EACH SUITE) (FBC TABLE 1019.1): TWO (2) EXITS PROVIDED: TO REMAIN. TENANT SUITE 1813 TWO TENANT SUITE 1821 TWO L. MAX. EXIT ACCESS TRAVEL DISTANCE (EACH SUITE) (FBC TABLE 1016.1): 50'-0" M. MAX. COMMON PATH OF EGRESS TRAVEL (EACH SUITE) (FBC 1014.3): 75'-0" N. MAX. DEAD END CORRIDOR LENGTH (EACH SUITE): 20'-0" (NONE PROVIDED) O. FIRE RESISTANCE RATING REQUIREMENTS (FBC TABLE 601 & FBC 705.4) 0— PARTY AND FIRE WALLS: 0 HR STRUCTURAL FRAME: 0 HR BEARING WALLS - INTERIOR 0 HR BEARING WALLS - EXTERIOR 0 HR NONBEARING WALLS & PARTITIONS (INTERIOR) 0 HR NONBEARING WALLS & PARTITIONS (EXTERIOR) 0 HR FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION 0 HR P. PLUMBING FIXTURE CALCULATIONS (FPCTABLE403.1) i NOTE; (y) THIS PERMIT IS FOR THE LIMITED LANDLORD SCOPE OF WORK ONLY, TO PREPARE THE EXISTING VACANT SUITES FOR A FUTURE TENANTS. THE FUTURE TENANT OF EACH SUITE IS RESPONSIBLE FOR SUBMITTING SEPARATE DRAWINGS FOR PERMITTING FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE DEPICTED HEREIN. TENANT SUITE 1813 OCCUPANT LOAD: 21 MALE / 22 FEMALE REQUIRED: 1 WC / 500 OCC. o Lo I 1 LAV / 750 OCC. 1 DRINKING FOUNTAIN / 1,000 OCC. FRED A.� i 1 SERVICE SINK PROVIDED: 0 WC 0 LAV 0 HI -LO ACCESSIBLE DRINKING FOUNTAIN 0 SERVICE SINK TENANT SUITE 1821 OCCUPANT LOAD: 38 MALE / 39 FEMALE REQUIRED: 1 WC / 500 OCC. 1 LAV / 750 OCC. 1 DRINKING FOUNTAIN / 1,000 OCC. 1 SERVICE SINK PROVIDED: 1 WC 1 LAV 1 HI -LO ACCESSIBLE DRINKING FOUNTAIN 0 SERVICE SINK Q. ALTERATION LEVEL: LEVEL 2 ALTERATION PER EXISTING BUILDING CODE 5TH EDITION 504.1 SCOPE ISSUE DATE: JANUARY 27, 2016 LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. 504.2 APPLICATION LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 FOR LEVEL 1 ALTERATIONS AS WELL AS THE PROVISIONS OF CHAPTER 8. «:a�r&.:wr.... fi.�'-" iL.z` '.M+ • pTrt �. :w:i -. "� "a62i. e EXISTING W Z ELECT.PANEL €2 cK Q CONSULTANT: OWNER / PROJECT: 2 3 SHOPPING CENTER SIDEWALK AND PARKING AREA EXISTING CANOPY _ ABOVE I w 2 \ \\ \ 3eAd \, \`\ADjACENT\SUITE 1$05 CHIPOT4E'MEXICAN .GML ` \ \ \ RFSTAU RANTvUSE \\ EXISTING AREA: 2`400 SF \• LH z M1 \ \ \ w f— \` WIX . h _ \ \OD \ \ :D \, \ Wrn 777 UUW \\ \ �E_ SHOPPING CENTER SERVICE AREA 4 5 17'-108" 34'-18" RE -DEMISED SUITE 1813 LEASE LINE DIMENSION RE -DEMISED SUITE 1821 LEASE LINE ! EXISTING CANOPY Q ! EXISTING CANOPY uj Q ! ABOVE U7 ! ABOVE I U)IL EXIS TING STOREFRONT U 3 E ! U ASSEMBLY SYSTEM AND U` U A8,1 , U` U ! STOREFRONT DOOR TO \ W I W ( REMAIN. ? j N (0 I CV c— EXISTING EMERG. \ LIGHT I EXIT / COMBO TO REMAIN / / / 17'-62" / DIMENSION FROM / EXISTING DEMISING / WALL FINISH If / I If I / MARKETPLACE AT SEMINOLE TOWNE CENTER / SUITE 1813 / RE -DEMISED AREA: 1,300 SF "L / L t w z / F a a � / o / w / w / z / O I / 1813 MAIN LEASE SPACE Z / 1813-101 / /u /U ®I /c n � o I-_ W /o � J A J _ /o L / If / / FINISH OF NEW DEMISING / WALL TO ALIGN WITH / EXISTING 2 HR FIRE RATED WALL FINISH / / / / EXISTING EMERG. LIGHT I EXIT h COMBO TO REMAIN Q 0Co \— A R C 11 1 T E C T U R E ' ARCHITECTURE I INTERIOR DESIGN EXISTING ;r W Z ELECT.PANEL €2 cK Q CONSULTANT: OWNER / PROJECT: () W EXISTING EXISTING W U ELECT. PANEL LLILLI REAR DOOR TO REMAIN. O 0 co LTJ o _j Q 20'-8" FLOOR PLAN / LIFE SAFTEY PLAN 1/411 = 1'-0" 3 4 \ T -10Y' 33'-10 .ll DIMENSION EXISTING STOREFRONT ASSEMBLY SYSTEM AND STOREFRONT DOOR TO REMAIN. EXISTING EMERG. LIGHT I EXIT COMBO TO REMAIN DIMENSION FROM EXISTING DEMISING WALL FINISH \ MARKETPLACE AT \ SEMINOLE TOWNE CENTER \ SUITE 1821 \ RE -DEMISED AREA: 2,300 SF z \ O \ LU \ 0 `. W � z \ LU \ F Q \ [ LU \ J \ t CV 00 00 \ i °6 \ L c� \ LU \\ EXISTING COLUMN \ [ cn \ LULU 1821 MAIN \ LEASE SPACE LU \ 1821-101 w \ O\ G\ to \ V moi\ Off\ � �\ w �i o'N�\y\ o �O� Lu U �\ LU J Al \ \ 2'-57ii \ a \ Al FIRE RATED PARTITION { w.yi . . � !_,,......_ EXISTING ACCESS. T = EXISTING TWO (2) IT T OUR ON I 11 f� \— of I HI -LO DRINKING \ :1^ DEMISING WALL i \ I i <a3 ' i I �I�? J1 I FOUNTAIN \ adl ROOF ACCESS 10 r HATCH LL 4 i ow FIRE RISER �. j ! EXIST'G; .._. _ . _._.. _.-.........,_... / 0 L o° N.I.C. ZI'— Q �� LL (911821 1821-102 1 f Z t o c` r !!0__�COMBOTO EXISTING EMERG. F= a Lu `� _ LIGHT I EXIT \ w9 H w _ I REMAIN \ ^ Q T��6 1811 1 Q2' } EXISTING -TWO (2) HOUR w - IT.* [ a! p FIRE RATED WALL . 1� Fi .(/ p .,....L � �.x:, ..�r: sa.<.. 2aen .rre� nxx ...,..m.....:i.. _ ..., ,a... W._......._.._..W..l.... ....... _..., ii 5 20'-8" EXISTING ELECT. PANEL EXISTING ELECT.PANEL C \ \ N� 1 \ p LU Uj ' y \ w ADJACENT SUITEA771,\ \ J VACANT CV \ r .\ co— — `V (RESTAURANT USED N-�\\ \ \ EXISTING AREA: 2 400\ SF Ld ! \ . W'\ \ \ per"' \\X E � _ \ \ d l \ \\ \ i� ,. a. ♦ ( `. A v \ \ 0 F i , �I= ` � 1 r t: r . 1 A R C 11 1 T E C T U R E ' ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN SIREEI ■ CLERMONI, FLORIDA 34711 PH: (352) 874-2340 d FAX: (877) 6807183 www.powellsludioarch.corn AA If 26002236 © COPYRIGHT 2016 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 ARCHI TEC I'URE, 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 ARCHI fECTURE, LLC. CONSULTANT: OWNER / PROJECT: WIELyIN¢G'kayARTEN REALTY ��Y,Y �'s„+`Rib�%��T,.+Po�Ni,39@rW ,V �MWJ■iW���i;i }}{yy s�O�1i.•:L �0 LTJ o _j Q LL 0 c) jjj LL w 0 0— 0- < \ w U �_j w CL CK I O U) ® LU LL I� cj� 00 ® z 0 U) Q06 i (y) 00 w i PROFESSIONAL SEAL: �I o Lo I �I 70 AR9 6 5 FRED A.� i I PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 FLOOR PLAN LIFE SAFETY PLAN Al2 i i a ( ( POILga 7 0 L .rw 1 f A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET rCLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powells ludiouich.corn AAM 26002236 © COPYRIGHT 2016 POWELL STUDIO ARCFIFTECTURE, L.L.C. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THE=REIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPER FY 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: i i i I OWNER / PROJECT: WEINGARTEN REALTY ui Y W LL C) 0 c) w u- 0 u._ w ® 0® O w U) LL ❑ ®' W 0. C) 0 F_-- w JLLJ1 ❑ �e W u - 0� z LL c*4 00 < j c< 0 U)z Q 06 z (y) Co W v✓ PROFESSIONAL SEAL: � OF Ft AR9 '5 " FRED ARc, PROJECT NO: PSA2016-02 REVISIONS: MARK I DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 REFLECTED CEILING PLAN A.3 6i PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudiourch.cor n AAlt 26002236 © COPYRIGHT 2016 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: WEINGART'EN REALTY d' ry wY W 0 LL W D C) O LJ_ O CK w� O O Q W U J.j Lo LL. © w 0 CL :�E ~ clw CL �� L.Lj O oW L1_ O z ONO• 0z Cly Q 06 z clo v-- Oa ; I r� W 1 V> PROFESSIONAL SEAL: SOF FL. AR94B 5 ; V �R�'D ARG PROJECT NO: PSA2016-02 i REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 DOOR SCHEDULE FINISH SCHEDULE i WALL TYPES / DOOR TYPES DETAILS i A,$. 1 }I A C I 7!2912015 2 BXUV.U419 -Fire Resistance Ratings-ANSIIIJL26'3 Design No. U419 BXUV.U419 Fire Resistance Ratings - ANSI/UL 263 a" it tt2 Design/System/ Con tlruct on/Assembly Usage Disclaimer r s- r r r talrc.rlc,nts tuYtwriri the Installation acid ur�r" of UL r vi r it Ion Should b� consulted l i rill r"Sat.a., rasa to ilia particular e Autiao uta,.., Having .Ili Int ct 5 oil 9 i ci J Certified irodtrcts ,ac ul inient s= stein devices ;and rnatctrl<al n, I I i , / � Authorities Having, JurNtliction should be consulted before; construction. • Fire rcaistarnc:ca aa,:l+frrabllt;;s arid prt;drie:ts atica drnycaltapcad by the dt'asigra ,,nibrrtittra:r and it<avr, br,c,n Iravcst€gatt,d by 111, for cunnpllariCt: with sip plicaWJ , requirements. Tilt! pubitshed Inforrntatiort cattraot always address every construction nuance encountered ht the field, • When field issue:°, arlse, It is recommended (lit: first co.0tact for assisto ace be thio techoiCal service staff firuvicfed by Lite product niaanufatctuter noted for the d€;slgn. Users of fire resistance asserrii fills are advised to consult the general (guide infonnaatloo for reach product category tead each group of aa;arnblie5, 'File vtif€Information Includes Specifics mariCeTI l ulttrrartcnirC>d l s and afernatu rnethuds of covsLruction. Ortly products which bear UI.'s Mark acres considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 .. dire Resistance Ratings rr CAN/ULC-S101 Certified for Canada See CDesa�rrrc�.�I'ffiltll't lr'4Lfur Latina, - APi7I/Ut`lA tom Sf-=' GeUeWl IdOLLWILIQUf..r Eiria Rpsistane6 Rarifmt,- r;AP/nl;.i`.-r' r. cfLtififJ f2r f j: : Design No. U419 May 213, 2015 Nontnearing Wall Ratings 1, 2, 3 or 4 Hr (See Items 4 & S through SK) indicates such products shalt bear the UL or cUL Certification mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SE - a Ratings API `IIUL 2Ci3,., 1111 hltpaalda€k�al:�a��LI_crsinPr.dl bindXi�//terrFlatelLi.�E�TPIFlrAh1#risPitr„rprag�Jitarnlyras�rxe-Ei;�lJa#tl�tt3�ccnshorttille-F re Res! Rita xis 5 71292016 E3XIJV,1-1419 FireResistarsceRatings -ANSLF I.263 1, Floor and Co*nrrj Runners -- (Clot $flown) --- For €:Tse: vtith items 2 - Chante) Shaped, fabricated front inin 25 MSG Corroslorrprotected steel, tiro depth to accontrncadrate stud size, with min 1•-1/4 int, lung legs, attached to flour acid ceiling with fasteners 24 In, OC main. ICY. Fraamaimt Members$ - Floor and Ceiling Runner-- Not shown - Ira lieu of lt.em .I — For use with Iters 2b, proprietary lannel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 h€. OC minx, CAUFORi41A EXPANDED METAL PRODUCTS CO _., Vlper2511' Track CRACO MFG INC — sinart,rrack251” MARINO/ WARE, DIV OF WARE INDUSTRIES INC' -•• Viper25" `Track PHILLIPS MFG CO L L C -y- Vip4ir251" 'Truest 16. Framin, Members* - Fioor ant! Ceiling Runner --r Not shook - iia IIeU ur Uemn 1 — For use with heli 2C, channel Shaped ruri€ac;as 1-1/4 ht. aid+7 b 3-5/8 us. dee fabricated Irurra min 0..020 in, thick r alv steel, proprietary I ,yp J attached to floor and ceiling with fasteners spaced 24 In. OC niax. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vlper20111 Trsaak MARINOIWARE, DIV OF WARE INDUSTRIES INC — Viper20"' 'Track PHILLIPS MFG CO' L L C — Vlper20... Track IC. Feararinag Members "'-- floor and Ceiling Runners — (Plot" shown)) — Ir'i lieu of Itero 1 - Channel Shaped, atLachug to floor and Ceiling with fasteners 24 In. OC. max. ALL,STEEL & GYPSUM PRODUCTS INC —'ripe SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type S€JPREr4E Frarnrng System QUAIL RUN BUILDING MATERIALS INC —Type SUPRE41E Framing Systems IiLip:lkltataibiise-ul_cCrrt/cgs-birrrXXYVltenip:Zate,LISEXT1 IFRAM E1sfirt,s wXje 1nll?natsne- BX.UVU41rJ8ccnstxx,ilile- Fit al-RetirtanceiRaliru,3s:-+APISIIUL+2(J.., 2111 U.L. DETAIL U-419 (ONE HOUR DIRE PARTITION) NOT TO SCALE 3 4 V2V20'15 f.3XIJV.0 4 i 9 - Fire Resistance R alir ys - API SITU L 2E33 SCAFCO STEEL STUD MANUFACTURING CO — Type„ 5UPREf4E Framing S#aster€a STEEL CONSTRUCTION SYSTEMS INC — Type 5UPRENE Frarning :Systema UNITED METAL PRODUCTSINC — rypte SUPRLPIE Framing System ILL Fluor s€d Cluilsing Runners — (Put sh Y )rr " with It.n `A- Channel ,agct , fabricated front rnlr20 til SC currualuraritccked or ral r sttF., Tn€ dtlio to ,tcorrnodatw stud s c,o€tl ryfii1i, lf€to� legs, attached to flour arae ceiling frith fasteners ,paced istax .24 lit, OC. 111. Framing 4 abenFloor ard.. Ceilingg Runners - {ftt .loir As ilii ltrtatcto Item 1I — For u,tyl h Items 2C, rF or,5G or rI erly, ,Itarael ,hoped, fabricated front min. 0,01r is (i ilitrr, scnl thickness) Jrlv,rifzr d stet 1, attached to floor and ceiling 'lith fa5terlwq;s /1 Era, ?C, rnax, CLARKDIETRICH BUILDING SYSTEMS — CD PrOfRAK DMFC'r US L L C -.. Pro IRAK MOA METAL FRAMING — ProTRAK RAM SALES L L C — Rama ProlR.AK STEEL STRUCTURAL PRODUCTS L L C — Tri -S ProTfrAK IF. Framing Munibers* - [floor and Ce ng Runner --- Not shown - In lieu of Item I — For usewith Item 2F, proprietary channel Shaped runners, minimurn width to accommodate stud size, with 1- 1/8 in. long legs fabricated front min 0.015 in. (inin bare metal thickness) gal,. steel, attached to floor and ceiling with fasteners spaced 24 In. OC ri€ax. SUPER STUD BUILDING PRODUCTS — the Edge I.G. Framing Members," - Floor aid Ceiling Runner — For use a•rith [tern LG, proprietary channel shapsed runners, rnlnimurtn width to accoi nwdate stud size attached to floor and ceiling with fasteners 24 In, QC max, STUDCO UU1140ING SYSTEMS --• CRUCSTUID Track III. Floor and Cuffing Runners — (Mut Shown) — Channel sbapedt fabricated from tilln 0.02 in, 9,11Y steel, min WidLft to ;aCCormritirfata stud size, with rnin 1 ln, long legs, for use vilth studs specified beltaar arid fabdeatud front train, 0.02 Inn, dilly steel or thicker, attached to floor and ccihng with fasteners spaced iraarx 24 Irl, GIC, MARINA/WARE, ,DIV OF WARE INDUSTRIES INC -.» Vip er20r,a rrdck V1`100, 11, Framing Mann€be" n-- Furor and Ceiling' Runners — (Plot shown, As an alteniate to stent 1) -- For USC With Itrfr i 2H, ehinnel Shapned, fabricated frorn€ mlo. 0.015 In. (min bare Inutal thickness) rlalvanize d stet?[, attached to fluor and ceiling with fasten~—j 24 In. QCmax. TELLING INDUSTRIES L LC — ` RUL -TRACK IJ, Frir€Iy Members iR � flour CeilingRunner shown m lit IIe s ef Item I- worts v ti lu tiI.. , pr•Uprletary channel shaped runnery, 3-5/8 In, deep attached to floor and cefling with fasNners 24 fir. OC rnax, T, TELLING INDUSTRIES L I, Gl — Vfpre/Afar„lrc€r:k K. Framing Meaannbears*. Floor and Ceiling Runner —toot shown - In lieu of Ike en I — For use vtith lteara 2J, proprietary C anrei shaped runners, I-1 l In. 3-” € in, deep front nni n i.t2fla, thick Jilli ,ta l . attached to floor and teilinq frith ta5tenotr5 spaced 24 In. OC max. TELLING INDUSTRIES LLC file Aa rL€i„. • [rack n htt ://dalaa#hase_Ld.corn/c 1 61r>ff'{'�litr�n.+lrat�tlSE�TfiFFtrtlrlFat �a �.a ..4fr€nl?riantnne='U +13c"n�I�arud�--rlra fdeutsla ice fr.at€n s ANkIUL 2ta�S.., �3,°'lI fa J I a s p cf U F. t i sa-- � fJ 7/2912015 UXUV.U41t3-FIreReslsla; Y,;FrRArAjl-ANSliUL263 Z. Steel Muds Channel shaped, fabricated front mire 35 MSG steel, ruin depth as indicated under 3 n Iters 5, spaced a max or 24 in. €,Dr._„at.rds les b_ cut 3/13 . t 0 3/4 lr;. ices than ileac€nbly height. 2A Steel Studs — (As an alt_rna._ .o it_n _, or use with Iterns 5b, 5E, 5�J and 5K) Ch rr.I ,hased, fabricated€.aced 1 Studs from min 20 MSG corrosion -protected or galy steel, r1/2 In, min depth, ., spa_cd a rnax of 16 kr, 0C., fr'fetlon-fit into floor and calling nJ rinners, Studs to be cut 5/£to j/ 'n_ fes? than height. . 213. Framing Members* -Steel Steads -- (As an alternate to Itern ?, For use aMth 1terris SC, 51 or SK) - Proprketar/ charnnrl shapcd studs, 3-5/0 irr. dt.c.is spaced a coax of 24 in. rJf:. Studs to frac cut 3/4 to ices, than the a.,arrnbl# helcPub and Installed with a I/2 In, gap between the end of the stud and track at the bottom of the wall, For direct attachment of gypsum board only, CALIFORNIA EXPANDED METAL PRODUCTS CO -- VipierI5 ` CRACO MFG INC --^ StnartStutl.251” MARINO /WAR E, DIV CSE WARE INDUSTRIES INC •--• Vip€:r2.5"• PHILLIPS MFG CO L L C: --- Vilaet25",. 2C. Framing Members`} ., steel Studs — Not. shown - Ill lieu of Item 2 — proprietary chairwel i;haped steel Studs, rtiaa depth as Indicated under Item a, spaced to raaax if 2.1 In, QC, fabricated front unit 0,020 lit, thick galy Steel. Studs cut 3/8 In. to 3/4 Ins, horsy Ill tunigths that) gar embly tseights. CALIFURNIA EXPANDED METAL PRODUCTS Co --•. Viper20", MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20'" PH ELLIPS MFG CO L L G -•T Viper2 irr` 2D, Framing Members .— Steel Studs � I€ cu of 1trShaped m 2 - Chaiacl , tadsF riade taas irldicatod wider r Wait 5, sp ac€ d ;a max of 24 in. OCr Studs to be cut 3/4 fit, less than asseniLly liolght, ALLSTi;EL & GYPSUM PRODUC"rs INC — rnil sumcme Frainin<;i System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type: SUPREME FrainloU ;ysLern QUAIL RUN BUILDING MATERIALS INC.--•'lypil SUPP1 112 Framing S,Esteti SCAFCO STEEL STUD MANUFACTURING CO --- Type SUPREME F:rinrttlrig Sy5tein STEEL CONSTRUCTION SiYSTEM.S INC: •••-' Type SUPREME Framing System UNITED METAL PRODUCTS INC -- Type 5UPREME Framing System 2E. Framing Members,— Steel Studs (P6ut slactaen, its art alternate to Item 2) —For use with Items 5F or SG Or .51 or SSC only, channel shaped studs, minx depth las Indicated under Itern sF, SGear 5.1, fabricated front inin. 0,0.15 hi. (nein burl; irietaal thickness) gillvanizead steel, spaced a max of 24 Ire. OC. Studs to be tut ;1/4 ht, less than assembly height. CLARKOIETR CH BUILDING SYSTEMS -- CID Prolif`U D CDMFCWBS LLC — ProSTUD MBA METAL FRAMING — PfUS IUD RAM SALES L L C — Rain ProSTUED nz a _ s `- ' i - f � _ ? f - , / U1c �risi�rttitra=Fare Risisiaaracr� Flakir s ANSIIUL 263.,, 1!t 1 httpklld,at�ib�ase.uLs.anfeJl bINXfV ternFhak,lLh��,T/IFRAa�,1Efs €a,rptrt�Jnirasi rn.a$rnt:-f3XJ c ig CONTINUED ON SHEET A9.2 3 4 5 712U2015 BXUV.I.1419- Fife Resistance Rarr'r s -ANS UL 2W STEEL STRUCTURAL PRO DUCTS L L C -- Tek -S ProSTUID 2F. Framing Members* - Steel Studs +- Plot: shown - In lieu of Item 2 -- i foprietury channel shaped steel studs, rnirilrnurn Width indicated under Itern 5, 1-1/4 In. deep fabricated from rain 0.015 in. (min bare metal thickness) gulvanized steeL Studs :3/8 In. to 3/4 in, less Int lengths haat a etnbly+ heights. SUPER STUD BUILDING PRODUCTS -- Ih6 Eelg 2Ga. Framing Members* - Steill Studs — Plat shOWn - Ill lieu Of Iteraa 2 - proprietary charnel Shaped said„ tililljouiTi Studs assembly �+nldth Indicated under lterit 5, Muds to be cut 3/8 to alrl Sri less than cite aa�r rntbly hc.lght. sTuDCO BLIXILDING SYSTEMS .f��T D Fabricated s n �. ra r Tri -- 1* rI fr ri mitis 0.01,, in I r c -� Neil: : f€ err A., Tolle. nate. to Inc d ilia cratLd car , 2I" . i^r��aritlrt„I Members*— Skrsaal St ids ( t s u cr } (rain lar~ metal t hckc3s) arl Itrd steel, spaced ar€ax ra f 1.1 t. OC, Studs to lee Cut 31 4 In s°a than l�s t Trbl / height,. TELLING INDU"TRIES L L C -- 'TRUE-STIL10"a * - a era For rrlLh ItEnes 3C or aL or SK) C ro ir€Ltaa 21: Frans Ing Mernber5 Steel Stud:, {A,, car. alternate to Ile 2, o use } I y channel shaped studs, ,3-5/8 in, deep spacer) a max of 24 In, OC. Studs to be cut 3/4 in lass than the assembly height and installed with a rh in, gap between the end of the stud and track at the bottom of the wall, For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25111 21. Framing Members k - Metall Studs —Clot Shoran - In lieu of Itein 2 — proprietary channel scraped steel studs, redn depth as Indicated under' item 5, spaced a max if 24 in, CIC, fabricated from min 0.020 in. thick galy steel. Studs cut 3/8 in. to 3/4I in. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20" 2K. Framing Members*--. Steel Studs As an akernate to Item 2 - For use With Item 1, channel shaped studs, fabricated from rnirn 25 NSG crarroslcan-protected steel, r€lin depth as Indicated under Iters 5, Spaced a molly of 24 in. OC. Studs to be cut 3/8 to 3/4 In. NNS titan asserrxialy heighL. EB McTAL INC — SEB Stud 2L. Framing Merribersr — Steel Studs — As all alternate to Item 2 - For use with Item 1, channel shaped studs, fabricated frorn min 25 MSG corrosion -protected steel, rein depth as indicated tinder Item 5, spaced a max of 24 In. CIC. Studs to be cut 3/8 to 3/4 Int, fess than assembly height, OLMAR SUPPLY INC ^•- PmESTUD 2N. Framing Members 0 -- Steel Studs — As art alternate to iteral 2 - For USe with Itern 1, chatnul shaped studs, fabricatud from roars 2514%, arra fora-protetttc d stee, ruin depth as Indicated under Iteiii 5, spaced a max (if 24 in, OC. Studs to be cut 318 to 3/4 lit. It ss than rassetntly helght, MARINO/WARE, DIV OF WARE INDUSTRIES INC ^-^ StudAlts:'" i, Wood Structural Panel Sheathing ..., (Optional, For use. vilth Iters 5 Only.) - (Nut Shown) - 4 ft width, 7/16 lit, thick oriented strand board (OSB) or 15/32 Int, thick sukictural I sheathing (plywood) com lylog With DOC fSI or PS2, or APA 4tItrrtpRP-I(ff manufactured +ftlexterior rlorw frt , a tl.dIhorizontally v icaIYtotiltsteel ,ttdr . Vertical JoIji(S ccrtcrad oralias, and staggered one 'strtspcacITurn wallboard >'nll,, Attached to blue" YAh Ilw -h<" d ,rl f trIIIliaJ tapping rCr ,� with , inin, head tiana. Of 0,2 2 fat at rexrxf rn f!rCC,ithe prinn ct r ar d 11 1 . OC. lit the field. When used, fastener lengths fur gypsum pantie Increased by mini, 1./2 lit, 4, Batts and Blankets" --- (Retlul(ed xis Indicated under Items a) —. Mineral wool batty, fricLlun fiLLod bet•Weern !studs and runners. Mar€ sorra thickriess as indicated under Item S. See Batts and Blankets (UXNV or BZJZ) Cfsterlorlos for naries of Classlfked companies. Flet, Batt?; %asci Blankets* -- (Optiostat) --^ Placed Is% stud, cavities, any glass fiber or mineral wool insulatlon bearfrig , the UL Classification Marking as to Surface €3urraf3 Characteristics <aratP/ur Fite Resistance. See bolts and blankets (BKNV or BZJZ) Categories for names of Classified companies, e1b. Batts anti Blankets* — For use with Iters 5K. Placed Int stud cavities, any tiin. 3-1/2 in. thick glass fiber insulation bearing the UL Classification MafkIng as to Sutt`ace Burning C:haractet'astics .and/or Fire {resistance. See Batts . - v 't � r �i =�11 'h +€ i -Fa { i ar Ra[ir b AN 2G ,.. v 11 htlp-lhiakullrts'; rif.c:Ctratcgl blrVDf'a'Vzkcsniplaien'l_l�F.�T/1FRA.�9FJsk� p<t�.intr ri nariae�-F3fiIJ t t.l 9�rcns �' tt ilei Fire' f �., .,t x,e uJ ., w . , . , 7129/20 15 f3XU�/.€}419 - Fire Furs Lance F <r,€r��gs - A!°ISLUL 263 and Blankets (BKNV or BZJZ) Categories for names of Classified cunnpanie=s, a, Gypsum board Gypsum p� �l�alltIt beveled, Squareuare or tapered edges, a n ted vertically or irf2 ri aIIv Vertical lr" ts certer_d over studs and stn))ryi one, slid .a €t, o opposite sides of studs, Verticalrtl a1joints in adjacent layers (multilayer systems) star . Arerone stud cavity. Horizontal joints .need d not be b /st_2 framing. Horizontal edge joints anthorizontal butt joints oroapvsate sides of studs need not be staggered. d. Horizontal edge joints and horizontal ge - a � € € �� r =`_ : Wren..° staggered r tt 4a min of 12 in 'I lie thickn.,s� and ntinabEr of layers for the butt joints in adjacent layer., { nitsttia/tx .,y°St s) 3� t: y 1 he, 2 tar,3 hr ane4 hr ratings areas feovi : Gypsum Board Protection on Each Side of Wali Rating, Mr Mint Stud Depth, In, Items 2, 2C, 219, 2F and 2G No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4) k 3-t/2 1 layer, 5/ti In, thick Optional 1 2-1/2 1 layer, 1/2 it, thick 1-:L/2 It, 1 2 2 1-5/8 1-5/13 .1-5/8 1 layer, 3/4 in. thick 2 layers, 1/2 In, thick 2 layers, 5/6 inn, thick Optional optionol Optiorani 2 3-1/2 1 layer, "3/4 in. thick 3let, 3 1-5/8 i layers, 1/2 irr. thick Optional 3 3 1-5/8 1-5/0 2 layers, 3/4 ht, thick 3 layers, 5/8 Inn, thick Optional Optional of 1-5/8 41 layers, 5/8 In. thick Optional +1 1 5/Ff 4 layeis, 1/2 1n, thick Optional 4 2-1/2_. 2 layers, 3/4 In, thick 2 fit, CGCINC -t/2in tott Tr�eC: IP -{2 0s IPC. -AR, lrca 8 fra thick 'Type At, fIP-AR, IP - XI, IP -X2, IPC -AR, 5 t1n , SHX, WRX or WRC4 3/4 inn, thick 'Types IP -X3 or tJLTRACODE UNITED STATES GYPSUM CO -°- 1/2 ill, thick Typee C, IP -X2, IPC -A k or ;"1RC; 5/8 ht. thick "fypu SC;X, SGX, Shin, WRX, IP -X1, AR, C, WRC, FRX-Ci, IP -AR, IP -X2, IPC -Aft ; 3/4I in, thick Types IV -X3 or ULTRACOI.i.E USG MEXICO S A DE C V — 1/2 in, thick Type C, IP -.S2, WC -AR or WAC;,; 5/8 lit. thick "I ype Alt, C, IP -Alt, IP -XI, IP - X2, IPC -AR, SC:X, SHX, WRX, WRC: or; 3/4 fit. thick Typieati ip-n3 or UL.wArODE When [tern /6, Steel Framing is used, > onbvdring Wall Rating is hinite.d to '1 fir. Min, stud depth is :3-1/2 In., n€ire. tltacxrnes,, of frier€l,,iti{.tri (Ile€n 1) Is '3 ire., and two layers of 3ygasunt board pronely (1/2 irs or -z/Ell 'tit. thick) Shall be attached to furring channels as described In Item 6, One layer of gypSurn board panels (1/2 lit. or `a/i; hn, thtck) attached to opposite Side of stud viithOUt furring channels as deStnbed lei Rent 6. 5A. Gypsum Board* -^ (As ani alternate to Item 5) 516 in. thick, 24 to 54 fi'i, wide, cappired horizontally ,as the canter layer to one side of the arse niLly, Secured as described in Iters 6. CGC INC — Type SHX, UNITED STATES GYPSUM CO —Type FRX-G, SHX, USG MEXICO S A DE C V — Type SI°IX. 515. Gypsum Board* — (Plat Shown) - As an alternate to Item 5 when used as the base layer an one or both sides of wall when 5/8 lit or JA in. thick products are specified. For direct attachinent only/ to steel sands Item 2A, (nut to be used With hent 3) - Ploin 5/8 in. or 34- in. may be used as alternate to Al 5/8 in- or :Ir: lit. shown in Iters 5, Wallboard Protection ora Each Side of Wall tatle, ern 5/8 in. or 51, in_ thick lead backed gypsum panels With beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and Staggered inin I stud cavity on Opposite ;ides of studs. Gypsums board secured to 20 PISG steel studs Itw- n 2A with 1-.1/4 lit. long I ype S-12 steel screws spaced Ell in. OC: at perimeter and 12 in. CSC hit flier fletd,'To be used with Lead Batten Strips (see Item 11) or Lead Ulscs or Tabs- (see Itern 12). .. _Fi _ , S I + r 41 s i" hill ./1d�itata<ase.uLcank, 1 b1r><,(r'Vttern iateJLISEXTlIFRAT:ic/.,latt,*„a ac lrit<nl?nsanae 137iUV.J 9�ccnsl�rtlrlle-r to F�eslsl,.rrice ir,stu . s ,41V,71/UL 2�9... Exff I P 9 l• I)- ..Ie xJ 5 1 6 i� i� I i v, y,a I L T _ I A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN i� 1318 BOWMAN SfREEI r CLERMONL FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 W W W.Po W ells ludiowch.cor n AAH 26002236 © COPYRIGHT 2016 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS ARRANGEMENTS, AND PLANS CONTAINED *11 INCLUDING ALL RELATED DIC 31 ,I I I rAL 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 TIIE SPECIFIED PROJECT. THIS DRAWING MAY NO'r BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN 'ONSEN'f F POWELL S'f DIO ARCHTFEC'TURE LLC. G U U CONSULTANT: I i OWNER / PROJECT: WEINGARTEN REALTY Peopler'�t'O�` "�'Gr•I`��i°pl '�w.r�98A r : t-to-Coa:i" t W 1.10 LLJ Q > W O LL. W D 0 LJJ LL 0 O W 0 1� co O<Z W U 00J ._.,..I LL. ❑ W , 0 ., LuC_ C J 1 0 LU W LL �I O 100 —.l Z V- U) Z(y)Q06 �0 00 PROFESSIONAL SEAL: J. O J FH Y . 7a . AR9467 r' �V ARE' ARc PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 i U.L. 419 FIRE PARTITION DETAIL A9. 2 7r2W(Y15 BXUV.U419 -Fire Re3istance Rafirxjs -AN SIIUL 263 RAY -BAR ENGINEERING CORP Type RB-LBG 5C. Gypsum Board', - (For Use With Item 26) Rating Limited to I floor. 5/8 if). thick, 48 in. wide, Gypsum patmI5 with beveled, Square or tapt'red edges, ;Applied vettically or horizontally. (Vertical Application) - The qypsurrl board Is to Lle, installed oil each side of the studs with 1. ill, lorigiType S coated steel ScTews spilced 8 In. OC Starting 1 hi, from the edge or the board at the veitical edges and 12 in. OC starting fo in, from the edge of the board at the center of each board. Gypsuirt boards art- to be securf.id to the, topi and bottom track with screvis spaced 8 in. OC starting 4 Irk. from the board edge. Fasteners shall not penetrate through both the: stud and the track at the saine tirria. Vertical Joints are to be centered over Auds and staggered one stud cavity on opposite sides of stud5. (Horizontal Application) - 'Fite gyp5ufri board is to b'a installed oil each Side of tile studs '041th 1 11). long Type S coated Aed, 5crixas spaced 8 In, OC starting 4 In, frOin the edge of ttiuk board at the vertical edges: and 12 In, CIC starting 6 Ill. front Lho edge Of the board 'it Lim ctuter of e�.jch board. Gyptitan boards afe to be Secured to tht� top and buttont track vilth scfews space�d 8 In. OC Starting it Ill. front the board edge. Faitenv�z shall not perietrate through both tire stud and the track at tfiLA Salnu 0111u, All horizontal joints are to be, backed its outlined under section V1 of Volume I In the Fire Resistive Directory, CGC INC - Type SCX UNIf ED STA rES GYPSUM CO - I`Yva SCX, 56X� USO MtXICO S A DE C V - I­ype SCX. 5D, Gypsum Boardi, - (As all alternate, to Item s) - 518 Iv. thick, IS Jii� wide, applied vertically or Secured as described In Iteril 6. For, use with Items I ind 2 Only. CGC INC - Type Usclx� UNITED STATES GYPSUM CO - Type USGX. USG MEXICO S A DE C V - Type USGX. SE. Gypsum Board', - (Not Shown) - (As an alternate to iten) 5 when used as the base layer oil one or both sides of wall when 1/2 in. or 518 in thick products are specified,. For direct attachment only to steel studs Itern 2A, not to be used with Itein 3). Norninal 5/E; in. thick lead backed gypsurn panels with beveled, square or tapered edges, applied vertically. Vertical joints centered Over Studs and staggeted film I stud cavity oil Opposite sides Of StUdv. Wollboald secured to studs wIth i-1/4 In. long Typie S-12 (or No. 6 by 1-1/4 In. long bugle head fifie driller) steel screws spaced 8 In. OC at perimeter and 12 If), OC In the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO - flelco 5F. Gypsum Board* - (As an alternate to Itern 5) - For use vilth Itenis IE and '_)E and limited to I Hour Rating only, Gypsum panels with beveled, Square or tapered edges, applied vertically, arid fastened to the steel studs with I In. lang r,/pe S Screw$ spaced B irt, OC along vertical and bottom edges and 12 It!. OC In the field. Vertical joints centered ovuV studs and Staggered one stud cavity or) opposite sides of Studs. Steel stud depth shall be a ininInluni '3-518 it). UNATED!�FATES GYPSUM CO - 5/8 4). thick'rype SCX, SGX 50. Gypsum Board (As all alternate to Itent 5) - For List.- with I(enis IE and 2E ody, Gypsum pafiel� with ,cified In the table below arld rastuned to dw bovelud, Square or talptired ed!jes, ap�pfied vettically or IiOrIZOAtally, as spe steel studs as desrribed In ltil;n 6. Vertical joints centered over studs and stagrjered ont, stud cavity oil Opposite Sides Of StUdi. Vertical joints in adjacent layers (multilayer systenis) staggered one stud cavity. Horizontal Joints nead not be backud by stud' franlirvj� Horizontal edge Joints and horizontal butt Joints Oil Opposite sides of studs need not UO staggered, lludzutital edge, joint$ and holizontal butt Joints In adjacent, layers (InUILIIAyur systurns) staggered a liilli of 12 lo. The thickness and nurnbua, of 1,)yers for ihe 2 fir, 3 hr and 4 hr rating!; are as follows' Gypsum Board Protection oil Each Side of Will Min $tud No. of Layers Mitt Thkiris of Ratingo Depth, In. & Thickness Insulation Hr Item 2E of Panel (Itern 4) - 2 2 Idyers, 1/2 In. thick uptiondl 2 2 layers, 5/13 !it. thick OptIoNal 3 1-5/8 3 layers, 112 In. thick Optional G ", 3 1-51a 3 layurs, 5/8 Im thick Optional I ittp:/1database.LlI.CU I 11C91-bi I VX'(Viten I PateJUSEXT/I FRAIA Elshowpa(jelitki t0nai ne= FJXUNI.U419&c cris Im ill I e= F Ire i Renlstame i Ratings f AN SI/U L+ 263, 7129120,15 W<UV.U419- Fife Res istame Rafirloa - AN SUUL 263 4 -T, - ___o 1 518 "I"T"ol"7111-1 -11 "1 4 layers, 5/6 in. thick Optional 4 -1-! /8 4 layers, 112 in. thick Optional COC INC - 1/2 In, thtck'rype C, IP -XZ or (PC-Ak;, 5/8 in. thickType AR, C, IP -AR, IP-XIi, IP -X2, IPC -AR, SCX, SHX, or, 3/4 In, thick'rypes IP -X3 of ULTRACODE UNITED STATES GYPSUM CO - 1/2 in. thick'rype C, IP -X2, IPC -Ar or; 5/8 fit, thickType SCX, SGX, .51 -IX, IF -XI, AR, C, , FRX-G, IP -AR, IP -X2, IPC -AR ; 31fl in. thick"rypes IP -X3 or UUIRACQDE USG MEXICO S A DE C V - 112 Ill. thick Type C, IP -X2, IPC -AR or; 5/8 in, thick Typo Aft, C, IP -AR, IP -X.1, IP -X2, IPC -AR, SCX, 8,14X, or, 314 41, thick Types IP -X3 or ULTRACODE 5FI, Gyp,5vin Board* - (Not Sholvin) - (As an alternate to Item 5 when used as the base layer oil one or bo(k 5ide5 of wall when 5/6 or 3/4 In thick products are specified. For direct attachment onlyto Steel studs Item 2A, (not to be used vilth Itern 3) - Plain 5/8 or 3/4 It), inay be used as alternate to all 5/8 or 3/4 hi, shown lit Item 5, Wallboard Protection (it) Each Side of Wall table. Ptoni 5/8 or 3/4 fit. thick lead backed gypsum panels vilth beveled, square or tapered edges, applied vertically. Vertical jbint$ cpntered over 20 MSG steel studs -find staggered min I Stud cavity on opposite sides of Studs. Wallboard secured to studs with 1-1/4 in. long rype S-12 stieel screvis spaced 8 In, OC at peritnoter wid 12 in. OC In tho fieJo, Gypsum board secured to 20 MSG Steel studs Item �6 with 1-1/4 ln� lang'rypo S-12 steel 5crews spaced 8 in. OC at perivieter atid 12 Ill. OC fit the field, For Joint Compound see Itum S. To be used with Load Mitten Strips (see Item 11A) or Lead Dists (Sue Iteul 12A). MAYCO XNDUSI'RIES INC - 'I'ype X -Ray Shielded Gypsum 51, Gypsum board', - (As all alternate to Itein 5) - Norn. 518 In, thick gypsurn panels with beveled, square of' tapered edges Installed as described In ftern S. Steel stud mininiurn depth shall be as indicated In Item 5. CGC INC - 'rype ULX UNLTEU STATES GYPSUM CO - Pipe ULX VSG MEXICO S A DE C V - 'rype ULX 51, Gypsum Board* - (Not Shown) - (As an alternate to Item 5 when used as the base las/er oil oil(, or both sIdes or Nvall wheo t/2 in. or 5/8 In thick products are speciflud, For direct attachnietit only to steel 5tuds Item 2A, not to be Used with Rent 3), Norri 5/8 [it. thick lead backed gypsum Panels with beveled, squafe Or tapered eJges, applied vertically. Vertical joints centefed over Studs and staggered min I stud cavity oil opposite sides Of studs, WAlboald secured to studs vilth 1-,1/41 hl� long 'rype S-1-2 Aeut sc.fews gypsum panel sb�!el screws spaced 8 111. OC at pethiletuw and L2 In. OC if) the fluid. Lead Ujitton strips requited behind vertical Joints of lead bdckud gypsum wallboard arid optional at fernairling Stud locaflom. Laid better; stripri, n1in 2 in, WIde, max 8 ft long with a max thickness of 0.14 In, J":Jacud an the face of Stud� and attachod to (lie Stud with constfuctlull adhesive and two I hl� lung I'ype S-12 park head 1;tuel scluvis, onut at the top of tile strip, aid vile aL the bottom or Uld Still). Lead dIscs, nuitilval 3/8 Ill. didin by Illax 0.085 ln� thick. Compression fitted of, adhered over the screw heads, Lead batten strlps and discs to have a pudLy or 99.9% meeting the Feder4ll specification Q(J-L-2011, Grade "C'. RADIATION PROTECTION PRQDUCr TS INC -- Type RPP - Lead Lined Drywall 5K. Gypsum Board,$ - (Not Shovin) - (At, all alturnatu to Item 5) - Noill, 5/8 If). thick gypsurn pavirds viitlh beveled, square or tapered edges, applied vertically or Vertical joints centered over studs and staggered one stud cavity oil Opposite Sides of studs. Vertical joirits In adjacent 14'jws (niultilayer systeins) staggeittd One Stud Cavky� Horizootal joints ileed not be backed by Steel fraining. 1-1064011tal edge joints arid horizon(al butt jultits Oil oppoMe Sides of studs need rlut be staggered. HoriLolital edge Joints and horizontal butt Joints in adjacent layers (multilayer system,,) need not be staggered. *[he number of layers for the I hr, 2 fir, 3 fir and 4 fit ratings are -as followsi D Gypsum Board Protection on Each Side of Wall 3 4 W2920 16 8XUV. U 419 - F I t e R es I s tuince Rafts - AN SIJU L 263 4 1-5/8 4 layers, 5/8 in. thick Optional . ..... ...... _111-11.1-i ...... .. ..... UNITED STATES GYPSUM CO - 518 in. thick Type OLIX 6. Fastenert; - (Not ahown) - For use with Iteins 2 and -2F -Type S or S-12 steel screws used tot attach panels to studs (Item 2) or furling channels (Item 7). Single layer sy stem s: I in. long (or 1/2 and 5/8 !It, thick panels or 1-1/4 In. long for 3/4 lfi� thick panels, spaced 8 Ill. OC whon pallitis are apphed horizontally, or 8 10. or- along Vartical olld bottoin edges and 12 In, OC In the field whei panels are applied veiticaily. Two layer systerns: Flrslt 6yer- I Ill. lojtg for 112 arid 518 In, thick ponels or 1-]/4 in. long foe 3/4 Ill. thick pantK spaced 16 Ill. OC, Second layer- 1-5/a 11). long for 1/2 Im, 5/8 44 thick odne15 or 2-t/4 Ill. long for 3/4 In, thick panels, spaced 16 Iri. OC vilth screvis QHsQt a III, front first layerJhrel0ayier systemut First layer- I if). long for 1/2 in., 518 in- thick panels, spaced 24 In, OC. Second layer- 1-5/8 irl� long for 112 In,, 5/0 Ill. thick panels, spaced 24 In. OC, Third layer- 2-!/4 in. long fat, 1/2 In., V8 in. thick panels or 2-5/0 iri, long for 51a In, thick panels, spaced 12 111. OC, Screwsr offset milk 0 In. froin Ioyer b du o w. Four-lay,4r systems,, Firstlayer- I Ill. long for 1/2 Ill., 5/8 In, thick panels, spaced 24 In. OC� Second layof- L- 5/8 In. long for IJ2 Ill., 5/8 fit, thick pands, 1paced 24 Ini 0C. 'Third layer- 2-1/4 It). long for 112 It). thick pands Or 2- 5/8 if). long for 5/8 In, thick parieI3, spaced 24 In, OC. Fourth layef- 2-5/8 In, lung for 112 In. thick pariels or 3 [it, long for, 518 In, thick pant,15, spaced 12 In, OC. Screws offset 111111 6 in. flual layer below. 6A. Fasteners - (Not 5hown) - For usia with Itein 5K- l'ype S or S-12 steel screws usted to attach panols Lo studs Ur furring channels (Itefu 7), Sintlid layer s�stuttks: I fit. Jusig scraws, Spaced 8 In. CC when panels are applied hoh./ontally, or 8 In, OC alang Veitical and bottom edges and 12 fit. OC In the field wheri panels are applied vial t1cally. Two layer Systems: First layer- I ilr� lung scravis, spaced 16 in. 0C. Second layer- I -W8 In. sctews, spaced 8 In. OC with screws offset 8 ioi (turn first layer. flitee-layer syAams� First layer- I iji� lonrl scrows, spared 24 in. OC. Second layer- 1-5/F3 In. loog screvis, spiced )-,t in, 0C. ififid layer- 2-518 In, long Screws, spaced 8 I'll. OC� Screws offseL nilli 6 In. (tual liyor bf.'lo'a. Four -layer systeills: First layet- I It). long scruws, Spaced 24 It). OC. Socou)d laylur- 1-5/8 Ill. luily scve'Ws, spaced 24 In, OC, Mild layer- 2-5/8 in. lang sciews, spaced 24 In, OC. Fourth layet- 3 Ill. lorg scrums, spaced 8 In, OC. , Screvis offset infit 6 Ill. froin layer below, 7, Furring Channels - (Optional, noi shovia, for Single or doutle layer Systems) - Resilient furring didnileI5 fatifiCated frank rnin 25 MSG steA4, spaceo Vertically a inax of 24 In, OC. Flange portion attached to each Intersecting stud with, 1/2 fit. long Type S-12 steel screws. Not for use with Itern 5A and 5E. 7A. Fral"Ing Members* - (OpUrivill On one or both sides, not shomi, for single or double layer sysLeIns) - As all all.urnaLu to Item 7, furring channels and Steel Framing Members as described below.' a. Furring Channels - Fanned of No, 25 MSG qalv steel. 2-9/16 In, or 2-23/32 In. wide by 7/8 fit. deep, spacfM itiax. 24 In. 0C perpendicular to studs. Channels secured to studs, as described in Itern b. Gypsurn board attached to funing channels as described in Itern (3. Not for use with itern 5A and 5E. b. Steel Framing Menibers-i� - Used to attach furring CiiannelS (Itelyj 7Aa) to Studs (ILern 2). Clips spaced rriax- 48 Ill. OC. RSIC-1 andRSIC-I (2.75) clips secured to studs with No. 8 x i- 112 in. rnitilmum self -drilling, S-12 steel screw through the ccriter grommet. RSIC-V and RSIC- V (2.75) clips secured to 5tuds. with No. 8 x 9/!6 in. minimum self -drilling, 5-12 steel screw through tho, center hole, Furring channels are friction fitted into clips, RSIC- I and RSIC-V clips for use with 2-9/11; In, wide furring channels. RSIC-t (2.75) and RSlC-V (2.75) clips for use with 2-23/32 In, vilde fulling chwlneI5. PAC INTERNATIONAL INC - rypes. RSIC-1, ASIC4, RSIC-1 (2,75), RSIC:-V (2,75). 7B. Framing Members (optional, Not Shown) - As aft alternate to Item 7, (at, single or double layer systerns, furring channels and Steel Framing t-lembers oil ocly one side of studs as described below., a, Furring Channets - Formed of No, 25 NSG gaiv steel, spaced 24 lik. QC perpelldicular to Studs. Channels secured to studs as desrribed in ftern b. Batts and Blankets placed In stud cavity as describecl in Itern 5, Two 1,11yers of gypsuni board attached to furring channels as descritled In Itern 5, Not for use vilth Warn 5A and 5E. b. Steel Fraining, Members* - Used to attach furring channels (ILeril -)Ba) to orle side of studs (Itain 2) o0y. Clips spaced 48 it). OC., and secured to studs with two No. 8 x 2-1/2 In. coarse titywalt scrdws, one through the hole at each end of the clip. Puffing diannels are friction fitted Into clips. KINETICS NOISE CONTROL INC - Type Isoniax 7C. Framing Mornbers', - (Not Shovin) - (Optional oil one a( both sIdes, not shown, fur Single or double layer tystenls) - As an alternate to Item 7, funing dlannel:; and Steel Framing Members as described Uelow� a. Furring Channels - formed of No. 25 MSG quiv Steel. 2-3/8 Ill. volde by '718 Ill. deep, spacuo inax. 24 In. UC porp-undicular to studs- Channels secured to Studs as desctibed hi Runk U. Gypsum hoan] attached to turring channels as described Ili Itain 6. Not for use with Itein SA and 5e. b, Steel Framing Members* - Usud to attach furring channels (ILern 7Aa) to steds (ItOri 2), Clips spaced max. 43.1n. OC. GENIECLIPS seculed to studs with No. 8 X 1-1/2 In. filirillilurn self- drill i r1q, S-12 steel Screw through the center grounlylet. Purring channels are friction fitted into ChIr- '//11 U"l 19&ccflShortti d e= Fire+ RaGI&tarx;e+ Ratings-ANSVU L+2W. WI'I W2V2015 BXUV.U419- Fire R�sistarlce Rafirigs - ANSIML 263 PLITEQ INC - Type GENI-ECLIP ResIstarice+Ra9fkgs'­+AN3IIIJL t-263... 8/11 7D. Steel Framing Members- (Uptional, Not Shown)* - Furring channels and resilient soufid i5daduri clip as de5cribed beluw4 a. Furring Channets - Formed a( No. 25 PiSG quiv steel. Spaced 24 in, OC perpendicular to stud5, Channels secured to studs ds described in Itein U. Ends of adjoining channels overlapped 6 it), and secured together -.uith fuur sdf-tappirig No. 8xl/2 Self Willitig screws (2 per side I hl� and 4 it). from oveflap edge). Gypsurn board attached to furling channels as des�rlbed In Iterri I� Side joint furring chaninels shall be attached to studs with RE510,10UNT Sound Isolation Clips - luczted approximately 2 In. from each end of length of channel, Both Gypsum Boards at side joints fastened into channel with screws spaced 0 in. OC, approximately 1/2 in. froin joint edge. Plat for use with Item 5A and 5E. b. Steel Framing Membersf- - Re5ihent sound Isolation clip used to attach furring channels (Item 7Da) toAu6, Chips spaced 24 in. OC,, and secured to studs with No. 10 x 2-1/2 In. course dlywall 'Screw through tile canter hole. Furring channels are friction fitted Into clips. STUQCO BUILDING sysTEms - RESILMOUP117 Sound Isolation Clips -'rype A2J7 of, A23YR 8. Joint Tape and Compound - Vinyl orca,5ehi, dfy or prernixed joifiL compound applied Ill Lwo coats to joint$ arid screw heads of outer liyers. Paper tape, nom 2 In, wide, ernbadded in fitst layer of cottillourid over all �oiriLs of outer layer pianels� Paper tape and joint compound irtay be omittedwhen gypsum panels are Supplied with a Square edge4 % Siding, brick or Stucco - (Optional, not Shown) - Alwinitkuni, vii Lyl of steel siding, brick veiieer or Attcxv, it reetlirg tile of local code agerickas, installed over gypsuin panels. Brick veneer attached to studs with corrilUated roetill wall ties attached to each stud with steel screws, not more than each sixth course of litick. 10. Caulking and Seallikrits# - (Optiorial, not shoan) - A Wwd of acoustical Sealant applied atound the partitlon u eirneter for sound central, UNITED STATES GYPSUM CO -Typt AS It. Lead Batten Strips - (Not Shown, For Use With lcon) 58) - Lead batten strips, min 1-1/2 in. vvide, niax 10 ft long with it max thicknesa of 0.125 in. Strips placed oil the Interior face of studs and attarhed front the QAttirlor face of the stud with two .1 In. loogType- S-12 pan head Steel screws, one at thu top or Lhe StrIp and one at the botturn Of tile strip. Lead batten 4eurlfis to have a purity of 1)(MYlk ineeting the, Federal Specification QQ-L-20lf, Gradd "C". Lead batten strips requited behind vertical joints of lead backed gypsuni wallWard (Iturn 58) and uptional at remalnijig stud iquhed behind vertical lucatloni% Re joints. 1, 1A, Lead Batten Strips - (Plot Shown, For Use With Itein 511) Lead batten strips, 2 ill. vildo, Illax to it lorly with a max thickness of 0�14U ln� Strips placed on the face of studt� and attached to the stud with two inh). I It). 10fig ifflii� I'ypa S-8 pan head SWO Scirevia, one at the top a( the strip and one at the bottaill of the strip 01' with olle Illirk. 1 irl� long flifil, Type S-8 pall head Steel Screw at the top of the strip. Lead batten strips to have a purity of 99.5% ineeting the Fuldurol ,pecificatiuri QQ-L-201f, rijades "B, C or 0". Lead batten strips required bdilild ve(tical joints of lead backed (jypsufli viatiboard and optional at refrialidno stud locationv. 12. Lead Discs ar fabs - (Not Shovon, For Use 101ith Itein 56) - Used In Ijeu of or in addition to the lead battQll strips o ed (Iltem 11) or optional at other Iccationi - Max 3/4 fit, diain by nlax 0.125 in. thick lead discs Cornpressi it fitt or adfiefed over steel screw heads ot 100x 1/2 in, by 1-1/4 Ill. by inax 0, 125 lot, thick lead Labs placed Oil �ypsulfl boilrds (Itein 513) undtarreath screw locations prior to the installation of (lie strews. Lead discs or Labs to have a pulky of 99,9% HiLeting the Federal specification QQ-L-201(, Grade 'C', 12A. Lead Discs - (Not Shown, for use with Item 5H� Max 5/16 in. diain by rnax 0. 1,10 Ill. thick lead discs compression fitted or adhefed over ste�,,l sciew heads. Lead discs to have a purity of 99.5% ineeting tile Federal Specification QQ-L--Mlf, Grade "B, C or D. 1.1 Lead Batten Strips - (N'bt Shown, For Use 'Nith Kent 5E) Lead batten strips, 2 If). Wide, finix to ft lung with a . raux thickness of 0.1,12 In. Strips placed oil the (,ice of studs and attached to the stud with tvio irliti. I it). lolig 1,111J. I,,/p6 5-8 pall head steel sclevis, one at the top of the Stripand One at tile buttarn of the strip or with alle, 1100. 1 in. fort , 9 nila, Type S-8 pain headsteeI scrow Fit the top of the strip, Lead batten, strips to have a purity of 99,91'A, ineethig tire redurat specification QQ-L-201f, bidde 'C'. Lead batten strips required behind vertical joints of lead backed gypsuni wallboard (Itelff SQ and optional at refiraining stud locations. 14, Lead Tabs - (Not Shown, For Use With Itent 50 2 in. voide, 5 in� long vilth a max thickness of 0.142 in. I ab5 frictioll-ht around front face of stud, tfie� stud folded back flatigo, and the back (ace or the stud, Tabs required at each location iviliere a screvi (that secures the gypsuin boards, item 5E) will penetrate the steel studi Lead tabl's to have a p 'Ly of 99.9% nieetlaq the Federal specification QQ-L-201f, Grade 'C'. Lead Labs tnay be held In place WILIT standard un adhe!;ive tape If necessary. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Cariada), respectively. Last Updated rin 201�-05-2G Quest[olls? pfirit this oi!ag Tenkis of Use Paqe'Torl U.L. DETAIL U-419 (ONE HOUR FIRE PARTITION CONT) ........... ................ ... ... NOT TO SCALE 2 tYkPfitem platell-I SEXTJ IF RNA ElshowparA-1fti i i I?nain e= BXU\/.0 4 '1 9&ccrishof tti I er=F1re+ResIs Lance+ Rati txjs -i -+ AN SUU L+ 26. .0 1 '1 CONTINUED FROM SHEET A9.1 5 WAW2015 EAU V.IJ 4,19 - F I r e R es I s tar ice R ati rxjs - AN S I/ U L 263 (0 2015 UL LLC The appea"nce of a conipany's flame of product in this database does not !it itself assure that products so Identified have been manufactured under UL'u FulIQw-Up Service. Only those pioducts bearing the UL tilark Should be curisidened to be Certified and covered Undu- UL's rollow-Up Service. Always look fur the Mark on the product. (JL penrifts the reproduction of the nlaterial contained In tire QrkhnQ Ct,,rtificatlon Directory subject to tile folloVdfig Colidition5: 1. 1110 (AlidL fliforilladorl, Assetriblies, Coii5tructioii5, Ue�lgm, Systems, arld/ur Certifications (fllet;) must be prusented In their entirety and In a flat! - misleading rnanner, althuut any of the data (or drawingt;). 2. The stalterlient, "Roprinted from the Online Ceftificatluns Directory with parinissicia froin UL" tnusL appear adjacent to the extracted mai:erial. In addition, the reprinted I'llaterial Illust include a copyright notice In the following forrnat: "(0 2015 UL LLC". I lLtp:/1data1_Y;iSeAlI_Q6fI llf;qkbi I VXYVAei Ti OateJUSEKI-1 IF RNA Eishcoi page.1 III t if ?i tar i ke= BXU V.0 4 1 V&cciris hot iti II e= Fir ei- R es I s tat ice R alings i +AN Sli U Li- 26... 11/11 4, V, P 0 L.UE�LLSTIJ010 Mill No. of Min AA It 26002236 Stud Layers ThIms of CONSEN r OF POWELL s ruDIO ARCHI TECfURE, LLC. Depth, in. & Thkns InsulAtion, Rating, H.r items 2 through 2L of Panel (Item 4B) 2 3 -3-5/8 1-5/8 1. layer, 518 in. thick 2 layets, 5/8 In. thick tri E,31ayerso 5/8 In, thick 3-1/2 in. Optional Optional Optional 3 4 W2920 16 8XUV. U 419 - F I t e R es I s tuince Rafts - AN SIJU L 263 4 1-5/8 4 layers, 5/8 in. thick Optional . ..... ...... _111-11.1-i ...... .. ..... UNITED STATES GYPSUM CO - 518 in. thick Type OLIX 6. Fastenert; - (Not ahown) - For use with Iteins 2 and -2F -Type S or S-12 steel screws used tot attach panels to studs (Item 2) or furling channels (Item 7). Single layer sy stem s: I in. long (or 1/2 and 5/8 !It, thick panels or 1-1/4 In. long for 3/4 lfi� thick panels, spaced 8 Ill. OC whon pallitis are apphed horizontally, or 8 10. or- along Vartical olld bottoin edges and 12 In, OC In the field whei panels are applied veiticaily. Two layer systerns: Flrslt 6yer- I Ill. lojtg for 112 arid 518 In, thick ponels or 1-]/4 in. long foe 3/4 Ill. thick pantK spaced 16 Ill. OC, Second layer- 1-5/a 11). long for 1/2 Im, 5/8 44 thick odne15 or 2-t/4 Ill. long for 3/4 In, thick panels, spaced 16 Iri. OC vilth screvis QHsQt a III, front first layerJhrel0ayier systemut First layer- I if). long for 1/2 in., 518 in- thick panels, spaced 24 In, OC. Second layer- 1-5/8 irl� long for 112 In,, 5/0 Ill. thick panels, spaced 24 In. OC, Third layer- 2-!/4 in. long fat, 1/2 In., V8 in. thick panels or 2-5/0 iri, long for 51a In, thick panels, spaced 12 111. OC, Screwsr offset milk 0 In. froin Ioyer b du o w. Four-lay,4r systems,, Firstlayer- I Ill. long for 1/2 Ill., 5/8 In, thick panels, spaced 24 In. OC� Second layof- L- 5/8 In. long for IJ2 Ill., 5/8 fit, thick pands, 1paced 24 Ini 0C. 'Third layer- 2-1/4 It). long for 112 It). thick pands Or 2- 5/8 if). long for 5/8 In, thick parieI3, spaced 24 In, OC. Fourth layef- 2-5/8 In, lung for 112 In. thick pariels or 3 [it, long for, 518 In, thick pant,15, spaced 12 In, OC. Screws offset 111111 6 in. flual layer below. 6A. Fasteners - (Not 5hown) - For usia with Itein 5K- l'ype S or S-12 steel screws usted to attach panols Lo studs Ur furring channels (Itefu 7), Sintlid layer s�stuttks: I fit. Jusig scraws, Spaced 8 In. CC when panels are applied hoh./ontally, or 8 In, OC alang Veitical and bottom edges and 12 fit. OC In the field wheri panels are applied vial t1cally. Two layer Systems: First layer- I ilr� lung scravis, spaced 16 in. 0C. Second layer- I -W8 In. sctews, spaced 8 In. OC with screws offset 8 ioi (turn first layer. flitee-layer syAams� First layer- I iji� lonrl scrows, spared 24 in. OC. Second layer- 1-5/F3 In. loog screvis, spiced )-,t in, 0C. ififid layer- 2-518 In, long Screws, spaced 8 I'll. OC� Screws offseL nilli 6 In. (tual liyor bf.'lo'a. Four -layer systeills: First layet- I It). long scruws, Spaced 24 It). OC. Socou)d laylur- 1-5/8 Ill. luily scve'Ws, spaced 24 In, OC, Mild layer- 2-5/8 in. lang sciews, spaced 24 In, OC. Fourth layet- 3 Ill. lorg scrums, spaced 8 In, OC. , Screvis offset infit 6 Ill. froin layer below, 7, Furring Channels - (Optional, noi shovia, for Single or doutle layer Systems) - Resilient furring didnileI5 fatifiCated frank rnin 25 MSG steA4, spaceo Vertically a inax of 24 In, OC. Flange portion attached to each Intersecting stud with, 1/2 fit. long Type S-12 steel screws. Not for use with Itern 5A and 5E. 7A. Fral"Ing Members* - (OpUrivill On one or both sides, not shomi, for single or double layer sysLeIns) - As all all.urnaLu to Item 7, furring channels and Steel Framing Members as described below.' a. Furring Channels - Fanned of No, 25 MSG qalv steel. 2-9/16 In, or 2-23/32 In. wide by 7/8 fit. deep, spacfM itiax. 24 In. 0C perpendicular to studs. Channels secured to studs, as described in Itern b. Gypsurn board attached to funing channels as described in Itern (3. Not for use with itern 5A and 5E. b. Steel Framing Menibers-i� - Used to attach furring CiiannelS (Itelyj 7Aa) to Studs (ILern 2). Clips spaced rriax- 48 Ill. OC. RSIC-1 andRSIC-I (2.75) clips secured to studs with No. 8 x i- 112 in. rnitilmum self -drilling, S-12 steel screw through the ccriter grommet. RSIC-V and RSIC- V (2.75) clips secured to 5tuds. with No. 8 x 9/!6 in. minimum self -drilling, 5-12 steel screw through tho, center hole, Furring channels are friction fitted into clips, RSIC- I and RSIC-V clips for use with 2-9/11; In, wide furring channels. RSIC-t (2.75) and RSlC-V (2.75) clips for use with 2-23/32 In, vilde fulling chwlneI5. PAC INTERNATIONAL INC - rypes. RSIC-1, ASIC4, RSIC-1 (2,75), RSIC:-V (2,75). 7B. Framing Members (optional, Not Shown) - As aft alternate to Item 7, (at, single or double layer systerns, furring channels and Steel Framing t-lembers oil ocly one side of studs as described below., a, Furring Channets - Formed of No, 25 NSG gaiv steel, spaced 24 lik. QC perpelldicular to Studs. Channels secured to studs as desrribed in ftern b. Batts and Blankets placed In stud cavity as describecl in Itern 5, Two 1,11yers of gypsuni board attached to furring channels as descritled In Itern 5, Not for use vilth Warn 5A and 5E. b. Steel Fraining, Members* - Used to attach furring channels (ILeril -)Ba) to orle side of studs (Itain 2) o0y. Clips spaced 48 it). OC., and secured to studs with two No. 8 x 2-1/2 In. coarse titywalt scrdws, one through the hole at each end of the clip. Puffing diannels are friction fitted Into clips. KINETICS NOISE CONTROL INC - Type Isoniax 7C. Framing Mornbers', - (Not Shovin) - (Optional oil one a( both sIdes, not shown, fur Single or double layer tystenls) - As an alternate to Item 7, funing dlannel:; and Steel Framing Members as described Uelow� a. Furring Channels - formed of No. 25 MSG quiv Steel. 2-3/8 Ill. volde by '718 Ill. deep, spacuo inax. 24 In. UC porp-undicular to studs- Channels secured to Studs as desctibed hi Runk U. Gypsum hoan] attached to turring channels as described Ili Itain 6. Not for use with Itein SA and 5e. b, Steel Framing Members* - Usud to attach furring channels (ILern 7Aa) to steds (ItOri 2), Clips spaced max. 43.1n. OC. GENIECLIPS seculed to studs with No. 8 X 1-1/2 In. filirillilurn self- drill i r1q, S-12 steel Screw through the center grounlylet. Purring channels are friction fitted into ChIr- '//11 U"l 19&ccflShortti d e= Fire+ RaGI&tarx;e+ Ratings-ANSVU L+2W. WI'I W2V2015 BXUV.U419- Fire R�sistarlce Rafirigs - ANSIML 263 PLITEQ INC - Type GENI-ECLIP ResIstarice+Ra9fkgs'­+AN3IIIJL t-263... 8/11 7D. Steel Framing Members- (Uptional, Not Shown)* - Furring channels and resilient soufid i5daduri clip as de5cribed beluw4 a. Furring Channets - Formed a( No. 25 PiSG quiv steel. Spaced 24 in, OC perpendicular to stud5, Channels secured to studs ds described in Itein U. Ends of adjoining channels overlapped 6 it), and secured together -.uith fuur sdf-tappirig No. 8xl/2 Self Willitig screws (2 per side I hl� and 4 it). from oveflap edge). Gypsurn board attached to furling channels as des�rlbed In Iterri I� Side joint furring chaninels shall be attached to studs with RE510,10UNT Sound Isolation Clips - luczted approximately 2 In. from each end of length of channel, Both Gypsum Boards at side joints fastened into channel with screws spaced 0 in. OC, approximately 1/2 in. froin joint edge. Plat for use with Item 5A and 5E. b. Steel Framing Membersf- - Re5ihent sound Isolation clip used to attach furring channels (Item 7Da) toAu6, Chips spaced 24 in. OC,, and secured to studs with No. 10 x 2-1/2 In. course dlywall 'Screw through tile canter hole. Furring channels are friction fitted Into clips. STUQCO BUILDING sysTEms - RESILMOUP117 Sound Isolation Clips -'rype A2J7 of, A23YR 8. Joint Tape and Compound - Vinyl orca,5ehi, dfy or prernixed joifiL compound applied Ill Lwo coats to joint$ arid screw heads of outer liyers. Paper tape, nom 2 In, wide, ernbadded in fitst layer of cottillourid over all �oiriLs of outer layer pianels� Paper tape and joint compound irtay be omittedwhen gypsum panels are Supplied with a Square edge4 % Siding, brick or Stucco - (Optional, not Shown) - Alwinitkuni, vii Lyl of steel siding, brick veiieer or Attcxv, it reetlirg tile of local code agerickas, installed over gypsuin panels. Brick veneer attached to studs with corrilUated roetill wall ties attached to each stud with steel screws, not more than each sixth course of litick. 10. Caulking and Seallikrits# - (Optiorial, not shoan) - A Wwd of acoustical Sealant applied atound the partitlon u eirneter for sound central, UNITED STATES GYPSUM CO -Typt AS It. Lead Batten Strips - (Not Shown, For Use With lcon) 58) - Lead batten strips, min 1-1/2 in. vvide, niax 10 ft long with it max thicknesa of 0.125 in. Strips placed oil the Interior face of studs and attarhed front the QAttirlor face of the stud with two .1 In. loogType- S-12 pan head Steel screws, one at thu top or Lhe StrIp and one at the botturn Of tile strip. Lead batten 4eurlfis to have a purity of 1)(MYlk ineeting the, Federal Specification QQ-L-20lf, Gradd "C". Lead batten strips requited behind vertical joints of lead backed gypsuni wallWard (Iturn 58) and uptional at remalnijig stud iquhed behind vertical lucatloni% Re joints. 1, 1A, Lead Batten Strips - (Plot Shown, For Use With Itein 511) Lead batten strips, 2 ill. vildo, Illax to it lorly with a max thickness of 0�14U ln� Strips placed on the face of studt� and attached to the stud with two inh). I It). 10fig ifflii� I'ypa S-8 pan head SWO Scirevia, one at the top a( the strip and one at the bottaill of the strip 01' with olle Illirk. 1 irl� long flifil, Type S-8 pall head Steel Screw at the top of the strip. Lead batten strips to have a purity of 99.5% ineeting the Fuldurol ,pecificatiuri QQ-L-201f, rijades "B, C or 0". Lead batten strips required bdilild ve(tical joints of lead backed (jypsufli viatiboard and optional at refrialidno stud locationv. 12. Lead Discs ar fabs - (Not Shovon, For Use 101ith Itein 56) - Used In Ijeu of or in addition to the lead battQll strips o ed (Iltem 11) or optional at other Iccationi - Max 3/4 fit, diain by nlax 0.125 in. thick lead discs Cornpressi it fitt or adfiefed over steel screw heads ot 100x 1/2 in, by 1-1/4 Ill. by inax 0, 125 lot, thick lead Labs placed Oil �ypsulfl boilrds (Itein 513) undtarreath screw locations prior to the installation of (lie strews. Lead discs or Labs to have a pulky of 99,9% HiLeting the Federal specification QQ-L-201(, Grade 'C', 12A. Lead Discs - (Not Shown, for use with Item 5H� Max 5/16 in. diain by rnax 0. 1,10 Ill. thick lead discs compression fitted or adhefed over ste�,,l sciew heads. Lead discs to have a purity of 99.5% ineeting tile Federal Specification QQ-L--Mlf, Grade "B, C or D. 1.1 Lead Batten Strips - (N'bt Shown, For Use 'Nith Kent 5E) Lead batten strips, 2 If). Wide, finix to ft lung with a . raux thickness of 0.1,12 In. Strips placed oil the (,ice of studs and attached to the stud with tvio irliti. I it). lolig 1,111J. I,,/p6 5-8 pall head steel sclevis, one at the top of the Stripand One at tile buttarn of the strip or with alle, 1100. 1 in. fort , 9 nila, Type S-8 pain headsteeI scrow Fit the top of the strip, Lead batten, strips to have a purity of 99,91'A, ineethig tire redurat specification QQ-L-201f, bidde 'C'. Lead batten strips required behind vertical joints of lead backed gypsuni wallboard (Itelff SQ and optional at refiraining stud locations. 14, Lead Tabs - (Not Shown, For Use With Itent 50 2 in. voide, 5 in� long vilth a max thickness of 0.142 in. I ab5 frictioll-ht around front face of stud, tfie� stud folded back flatigo, and the back (ace or the stud, Tabs required at each location iviliere a screvi (that secures the gypsuin boards, item 5E) will penetrate the steel studi Lead tabl's to have a p 'Ly of 99.9% nieetlaq the Federal specification QQ-L-201f, Grade 'C'. Lead Labs tnay be held In place WILIT standard un adhe!;ive tape If necessary. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Cariada), respectively. Last Updated rin 201�-05-2G Quest[olls? pfirit this oi!ag Tenkis of Use Paqe'Torl U.L. DETAIL U-419 (ONE HOUR FIRE PARTITION CONT) ........... ................ ... ... NOT TO SCALE 2 tYkPfitem platell-I SEXTJ IF RNA ElshowparA-1fti i i I?nain e= BXU\/.0 4 '1 9&ccrishof tti I er=F1re+ResIs Lance+ Rati txjs -i -+ AN SUU L+ 26. .0 1 '1 CONTINUED FROM SHEET A9.1 5 WAW2015 EAU V.IJ 4,19 - F I r e R es I s tar ice R ati rxjs - AN S I/ U L 263 (0 2015 UL LLC The appea"nce of a conipany's flame of product in this database does not !it itself assure that products so Identified have been manufactured under UL'u FulIQw-Up Service. Only those pioducts bearing the UL tilark Should be curisidened to be Certified and covered Undu- UL's rollow-Up Service. Always look fur the Mark on the product. (JL penrifts the reproduction of the nlaterial contained In tire QrkhnQ Ct,,rtificatlon Directory subject to tile folloVdfig Colidition5: 1. 1110 (AlidL fliforilladorl, Assetriblies, Coii5tructioii5, Ue�lgm, Systems, arld/ur Certifications (fllet;) must be prusented In their entirety and In a flat! - misleading rnanner, althuut any of the data (or drawingt;). 2. The stalterlient, "Roprinted from the Online Ceftificatluns Directory with parinissicia froin UL" tnusL appear adjacent to the extracted mai:erial. In addition, the reprinted I'llaterial Illust include a copyright notice In the following forrnat: "(0 2015 UL LLC". I lLtp:/1data1_Y;iSeAlI_Q6fI llf;qkbi I VXYVAei Ti OateJUSEKI-1 IF RNA Eishcoi page.1 III t if ?i tar i ke= BXU V.0 4 1 V&cciris hot iti II e= Fir ei- R es I s tat ice R alings i +AN Sli U Li- 26... 11/11 4, V, P 0 L.UE�LLSTIJ010 A R Q I -I I T E Q T V R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN SfREEf . CLERMONT, FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 ANfw.powe115tud1oarch,(�om AA It 26002236 (9) COPYRIGHT 2016 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 ARGITTECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH TFIE SPECIFIED PROJEC f. THIS DRAWING MAY NO F BE USED OR DISCLOSED 1-0 ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER vvi rNou I -THE wRi THEN CONSEN r OF POWELL s ruDIO ARCHI TECfURE, LLC. CONSULTANT: OWNER PROJECT: WEINGARTEN REALTY 1� UJ 0 0� Z < UJ > W 0 (J _J < UJ C) 0 u Lij LL 0 - 00 D -O W 0 0 0 Z W C) _J (/) J 3: (f) LL 0 Lij L 1 0 W 11� Q W I 0 U) LU LL W 0� z J N 0 W < _J a 0 U) z < 06 Z (DO W go PROFESSIONAL SEAL: F" 'Ju Z�"' AR9467' EFD PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 U.L. DETAILS A92 W I 3 YI w9 1I y1ee� POWSao :;5 Li F� A R 0 H I T E C T U R E T I' ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT. FLORIDA 34711 yl PH: (352) 8742340 ■ FAX: (877) 680-7183 www.powellsludiowch.com AA# 26002236 © COPYRIGHT 2016 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 ARCHI [ECTURE, LLC. CONSULTANT: I T C! 1i a ) 3. 4 I 11 j! �i w� OWNER / PROJECT: WEINGARTEN REALTY � � 3 o Q ww IL ❑ Ci o� LL w0. CL ® JI Q 0 w 0 aa9 V) c LL tl n � W ❑i :E mm 0— L —j LJJ II i� 0 -j W LL ❑LLJ 0� z C) 0 r-- U) 06 i �M W Q 3 v r a `s PROFESSIONAL SEAL: O -F AR94 M ' V �i ,I d3 PROJECT NO: PSA2016-02 p' ri REVISIONS: #I II 3!I �9 f tl r� yEIE �E S i� !1 1 MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 i i 3 U.L. DETAILS I 'I A93 �l k M-1 ­�' I A M I 14 x 70,Y2015 2 t XHEZY1-L-223- Thr"I'rperaaflal Fliestop Systems System No. W -L-2029 XHEZ.W-L-2029 Th rough- p enetratio n Firestop Systems Des! 9 n /System/ Construction/ Assem bly Usage Disclaimer - Authorities iiavilVi Jurlsdittiall should bu: consulted In ell cases its to tits: particular reclul rent e tits covering the Installation and use of UL Certified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulWd before construction. . Fire rosistance assettiblidS and product3 are developed by the dusigo subinkler and have been Investigatud by UL for compliance, wILh applicattile requirunwilts. file pivb*slled Information cannot always tdtm every construction nuance encountered In tilt., field, . When field Issues arise, It 15 recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design, Users of fire resistance w5seniblies ate advised to consult the general Guide Information for each product Category and each group of That Guide Information Includes specifics concercting altotnaLe mateduk and aftianlato inathoc;15 of construction, o only ptuducts Which bear UL's Mark are consult ied Ceitiflud. . .............. . ............ ............. . ............ . .. ... . ..... ... ... XHEZ - Through -penetration Firestop Systems Seti General Inform -.,short for Fitestop Sk/5terrt System No. W- -2023 Plovember 26, 2012 F Ratings — I and 2 fir (See Items I and 38) T Ratings — 1, 1-1/2 and 2 He (See Item 35) L Rating At Ambient — I CFM/%q ift. (See Item 3A) L Rating At 400 F — Less rhan I CFM/sq ft (See Item 3A) Section A -A 1, Wall Assembly — file I or 2 fie fire rated gypsum walk)oardlsttid wall assembly slidil he constructed of the materials and In the manner described in the Individual V300, U,100 of V400 Serie$ Wall and Partition Designs III the UL Fire Resi5tarit:4 Directory inid shall Include the following construction features' A. Studs — Wall framing ioay Consist of either Wood !Auds or steel challnel studs. Wood studs 712( R201 5 XH17ZAN-L-2029 -7trr tagirp r traiicn Firestop Systems to Consist Of from 2 b,/ 4 in, (5,J Jyj 1(92 meet) lurnber spaced 16 in. (406 trin)) OC. Steel Studs to he min 2-1/2 in. (64 mm) wide ;and spaced max 24 in. (610 mm) OC. 13, Gypsum Board* — 5/8 in, (16 mm) thick, 4 it (1,2 rn) wide with square or tapered edges, The gypsurn buard type, thickness, number of layers, fastener type and sheet orientation shall be as specified In the Individual U300, U-400 or V4GO Sedes Design in the UL Fire Resistance Directory. Max diann of opening is 5 in. (127 min). The hourly F rating of the firestop system Is equal to the hourly fire rating of the wall assembly In whish it is installed. 2. Through Penetrants — one nonmetallic pipe or conduit to be centered within the firestop system. A norn annular space of 114 in. (6 mini) is required within the firestop systern. Pipe or conduit to be rigidly supported on both sides of thu wall imellibly. file Followinq types and sizes of nonvinetallic plpe5 or condults firtay be ivsud: A. Polyvinyl Chloride (PVC) Pipe — Nom 4 in. (IlY2 1111n) diarn (or smaller) Schedule 40 solid Or COILIlat core PVC pipe for use in closed (process or supply) or vented (drain, waste or Vent) piping System, EJ, Rigid Nonmetallic Conduit+ — Norn 4 Ill. (102 mon) diam (or smaller) Schedule 40 or UO PVC conduit installed In accordance With the National Electrical Code (NFPA No. 70). C. Chlorinated; olyvinyl Chloride (CPVQ Pipe — Horn 4 In. (102 mm) d1am (or Smaller) SUR115 CPVC pipe for use in (losed (process of supply) piping Systerns, 1). Acrylonitrile Butadlene Styrene (ABS) Pipe — Nom 4 in, ( 102 min) diarn (or sinaller) Schedule 40 scild or foamed tote ADS pipe for use In 0xied (Process or supply) or vented Wraln, Waste or vent) piping systems. E. Fire Retardant Polypropylene (FRPP) Pipe — Nom 4 In. (102 Min) diam (or smaller) schedule 40 PlWP pipe for use in closed (process or (supply) or vented (draln, waste or vent) piping oystoms. 3, Firestop System — The firestop systern shall consist of the followinT A. fill, Void or Cavity Materials — Caulk — (optional) - Caulk forced Into annular space to inax extotrt possibita. Caulk shall be installed flush with both suifaces of wall assurribIV. L Ratings apply only when caulk is used. SPECIFIED recHNCHLoGIES INC — SpecSeal 100, 101, 102, 120, 120 or 10 Sealarit, Spee>eal LCI Sealant, Peltait 300 Sealinit or SpecSeal Series SIL30U Sedlant 0, FirestQp DevIco* — OJI'l steel t0lldf t(ned with in intunrescent ma =rid sized to fit the specific dian) of the Dey1ce shall be Installed around through -penetrant ]it accordance with accompanying histalladon Instructions, Device Incorporates anchor IdUs, (Or sticureal'Bilt to each surface of wall as".111bly by ititians; of 1/8 in, (3 nun) Wain, by .I -J/4 Iii, (45 mill) long steel molly bolts in conjunction with 1/4 In, (6 nuirt) diam by 1-1/2 111, (38 Inin) glial steel tender vidshets, rhe F arldT Rating of tile firestop systern is dependent upon the fire rating Of the Wall aired 31ze of the firestop device as tabulated belovil. Fire Rating of Wall Hr Nail) Device size In, F Rating Hr T Rating "r Tri POLUELLST A R Q H i 'r E Q T U R E jl ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN S IREEr . CLERMONT, FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 wwwpowellsludioarch.corn 1-1/2 2 1-1/2 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: 2 2 2 1-1/2 ...... ............... . 3 3 2 2 0 4 0 W 0— W 0ca 0' 0 Z 0 Z 4 2 2 SPECIFIEUTECHNOLOGIES INC — SpecSeal Firestop Collar, Spec5eal LCC Cellar, or SpecSeal SSC Collar, When Specseal LCC Collar or SpecSeal SSC Collar are used, the max annular space shall be 1/8 In. (3 min) for max 2-1/2 in. (64 min) chain p1pe and shall be wax 1/4 in. (6 rrun) for pipe larger than 2-1/2 in. (64 mro) diam. The T Rating equals the hourly F Rating when SpecSeal LCC Collar Is used. -41 Indicates such products shall be4t the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. FA 2/3 3 1 4 712912015 XHEZ.1/V-L-2020 - Throu(jh-perletfation Firestop Systems LUIL_UajaLLIri oil }C7 t1 ti 16 Questions? Print this vane Terins of User parse 'to (�-_) 2015 UL LLC The appuaranc;e of a cQinpaoy's nanie or product in this database does rrQL in itself assure that products so idwitI(I0 have beur' lrKJ'1UfacLurQd 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 collUdr)Qd In the Online cur-LificaLicirl Directory subject to the following conditions: 1. The GLIIdQ Information, Assemblies, Constructions, Designs, 5yscerrls, and/or Certifications (files) must be presented In theirentirety and in �i nor) - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL` rriu5t appear adjacent to the extracted material. in additiort, the reprinted material must Include a copyright notice in the fallowing format: `0 2015 UL LLC". 3 �AateJLISEXT/ IF RN.4E1shovipoqehttnI 7narr Le=XH EZ.VV-L-2fY29&ct;asl xxtti [le=Thr ough­pei lutfatiuj I+ FlrebtOpt Sy sterns.., &3 U.L. DETAIL XHEZ W -L-2029 NOT TO SCALE 4 5 7123Q015 XHEZ.W-L-3350- Aar Fir6stop Syglenit System No. W -L-3350 XHEZ.W-L-3350 Through -penetration Firestop Systems P,mll, BAkmn no Design /System/ Constructl on /Assem bly Usage Disclaimer Authorities i­1aving Jurisdictiewl, should be consulted In all cases as to the partictibr iecitilreurients covering ifte im(,Aaklon and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before constl-LICtIoll. Fire lesls4;Anc", asseintilw's and pruducts are dtweluped by 1 design subttiftier and have been InvesUgated Uy UL for compliance wiLh appli-dble requirttritoti, Tkd PULJ(shktd infolroation c4nnot address a,.o,,iy constrocticm nuance encountered 11) tht fitid. When field Issues arise, it is recommended the first contact for assistance te the tecluxtCal service staff Provided by the product lilanufIctutur noted for tile design. Users Or file resistance assemblies are advised to consult the general Guide Information tat eack produ,�t catagory wid a-ich group of as5ciinUbes. The Qui information Includes specifics concur nifty alternate 111,AkellaN and alternate methods Of construction. Only products which bear UL's Mark are considered Certified. ... ......... . . .. .... ..... XHEZ - Through -penetration Firestop Systems System No. W -L-3350 February 26, 2009 F Ratings — I and 2 He (See Item 1) T Ratlnqi-1/4 and 1/2 Hr (Sips: Ituni 1) 112% Section A -A L. Wall Assembly — the J. or 'Z lir firi� rated gypSaim board/stud wall a5seniLly sh�ill be c(anstructed of the inateriaN and In the mantior specifiad In the individual U'loO, U400 or V400 Series Wall and Partition [)(,Sign in the UL Fire SystLtns... 10 7/29/2015 XHEZAN-L-3360- Fliestop Systems, Resistance Directory and shall include the fol1mving construction features: A. studs — Waif rrainiiiq tray consist of either wood studs or steel chanfivi Auds. �Nood studs to consist of riorn 2 by 41 in, (51 by 102 rnin) lurn ' ber spaced 16 in. (406 mm) CtC. Steel studs to be min 3-1/2 in. (89 mill) wide and spaced 24 !it. (610 1.11m) OC. B. Gypsum Board* — Thickness, type, 111.1111ber Of layers, orientation and fasteners shall be as specified in the individual Wall ,and Partition Design. Diam of opening shall be max 4 in. (102 1111n). The F Rating of the firestop system is equal to the fire rating of the wag assembly in which it is installed. The T Rating is 1/4 he and 1/2 hr when installed in 1 hr and 2 he fire rated wag assemblies, respectively. 2. Through Penetrating Product* — Any rnax QC -No. 2/0 AWG alurriinUrn or copper conductor 1-4etal-Clad Cable+ or Armored Cable,4- with steel or aluminum jacket curiently Classified under the Through Penetrating Products categury. Noin 3 In. (76 Him) diato (or smaller) tight bi,indle of cables to be installed concentrically Or eccentrically within the firestop system. The annular space shall be inlri 0 In. (point contact) to 11laX I in. (25 [run). Through penetrating products to be rigidly supported oil both sides of wall u5seinbly. See Through Perietratiny Products (XHLY) category in the Fire Resistance Directory for nantes of manufacLUretil. 3. Fil, Void or Cavity Material r- - Sealant — Milt 5/6 11). ( 16 ryin I) thickness of fill niuWarial applied Within annulus, flush with UoLh surfaces Of Wall, Norn 3/8 In. (10 mart) diam bead of fill material to be apl4led at point contact location between the metal clad Cable and tile gypso(r) tg)afcJ orboth sifles of the ,tall assembly. Additional fill 111aWrial installed into the grouped cable interstices to matt extent possible. SPECIFIED TECHNOLOGIES INC — SpecSeal LCI50 Sealant, SpecSeal LE6fdO Sealant Indicates such products shat bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. ;-bearing rho UL Listing Mark Last Uri 200-02-A6 ilura,ficrns? P[Ifit Thl'� taciri -rerm-.. Lir _uim P,I,(,,rL, (P 2015 UL LI -C Tlw appearince, of a coinpany's nariw rx product In this (44tal)05e does not In Itself assure that product!� so identified have tieuti manufactured under UL's Follow -Up Service. Orly 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 permit,, the reproduction of the inaterial contained in the Online Certification Directory subject to the followhqj conditions: 1, The Guide Information, Assemblies, Constructions, Designs, systent-ts, and/or Certifications (files) must be presented in their entirety and in a non - 3 manner, without any manipulation of the data (or dra,.%,hrQs). 2. the statement "Reprinted from the online Certifications Directory with purHii55IQri from UL` must appear adjacent to the extracted maWrial, in addition, the reprinted il[,AtQfi-,Il rflLlsL Include a copyright notice in the following format: "(c) 2015 UL LLC". littp:ltdatab,-jsf--Lll-cofnlcgi-birVXYVitf--iiiFlateiLISEXTIIFRAP�tEistiG,v,ipaiqu.htiiil?riarike=XHE-Z.V.',I-L-3350&ccfi5horttitlL=TfirotiUfk-prrietritUofii-Firesic,p-eSyatein5... 212 U. L. DETAIL XHEZ W -L-3350 NOT TO SCALE 5 I 11 0 V7 Tri POLUELLST A R Q H i 'r E Q T U R E jl ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN S IREEr . CLERMONT, FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 wwwpowellsludioarch.corn AA it 26002236 OC COPYRIGii r 20 16 POWELL S fUDIO ARC,'tlr(EC'I URE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CQNTAINED,rHEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, TURE, 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: WEINGARTEN REALT < LLJ LU 0 LLW C) 0 W 0— W 0ca 0' 0 Z 0 LJJ _J 0 _J _J U) J LL ® W W ry W 0 U) W LJL W Z 0 J 00 C) 0Z A 06 00 W PROFESSIONAL SEAL: OF ft CO A F AR9467 Q PROJECT NO: PSA2016-02 REVISIONS: MARK I DATE FE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 U.L. DETAILS AA 11 i., Y'A h POWELLSTUDIO A R G H I T E G T V R E I ARCHITECTURE I INTERIOR DESIGN' 1318 BOWMAN SIREEI ■ CLERMONT, FLORIDA 34711 PIT: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellslucJioatch.com 1 AAft 26002236 (g) COPYRIGHT 2016 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGIT"AL I DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHI fECIURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH FITE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN P I CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. b CONSULTANT: f i t 1 3 i OWNER / PROJECT: 'i I� I WEINGARTEN REALTY People-,�to-Powplo Coast -tat", oils iw Q i Y w O LL 0w LL 0. o W 0 0- O<z w -jo U) j v� -J LL . ® W 1-- 0 w 2 CL �— o _j Lu 1 3: 0 U7 0 III LL �e W lol� N O 00 0<0 U)z Q 06 2i z cv) 0® :2 T- VJ PROFESSIONAL SEAL: F RR AR9467 ;1-• PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 U.L. DETAILS A - . 5, I DIVISION 2 - SITE WORK SECTION 02050 BUILDING DEMOLITION PART 1 -GENERAL 1.01 DESCRIPTION A. WORK INCLUDES MINOR AND MAJOR DEMOLITION TO EXISTING STRUCTURES TO FACILITATE RENOVATION AND EXPANSION WORK. 1.02 QUALITY ASSURANCE A. COMPLY WITH LOCAL ORDINANCES AND CODES RELATIVE TO RUBBLE REMOVAL, DUST CONTROL, ETC. PART2-PRODUCTS 2.01 MATERIALS A. THERE ARE NO SPECIFIC MATERIALS ASSOCIATED WITH THIS SECTION. PART 3 - EXECUTION 3.01 INSPECTION A. EXAMINE AREAS THAT REQUIRE DEMOLITION TO DETERMINE THE EXTENT AND EXISTING CONDITIONS AVAILABLE. 3.02 DEMOLITION A. DEMOLISH ITEMS SCHEDULED USING MEANS AND METHODS APPROPRIATE FOR THE TYPE OF WORK TO BE PERFORMED. B. AVOID UNNECESSARILY REMOVING OR DEMOLISHING UNSCHEDULED ITEMS. C. REMOVE FROM SITE AND DISPOSE OF DEMOLISHED ITEMS IN A MANNER AND LOCATION APPROVED BY THE GOVERNING AGENCIES AND MUNICIPALITIES INVOLVED. 3.03 ADJUSTMENT AND CLEANING A. UNSCHEDULED ITEMS DEMOLISHED SHALL BE RESTORED TO THEIR ORIGINAL DESIGN AND FUNCTION. B. CLEAN DEBRIS FROM AREAS OF DEMOLITION LEAVING AREA SUITABLE FOR RENOVATION WORK. DIVISION 6 - CARPENTRY SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES ALL ROUGH CARPENTRY WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 1.02 JOB CONDITIONS A. MEASUREMENTS: 1. VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS BY TAKING FIELD MEASUREMENTS; PROPER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED. 2. BEFORE COMMENCING WORK, CHECK ALL LINES AND LEVELS AND SUCH WORK AS HAS BEEN COMPLETED. 3. SHOULD THERE BE ANY DISCREPANCIES, IMMEDIATELY REPORT TO THE ARCHITECT IN WRITING. B 4. IN THE EVENT OF FAILURE TO DO SO, BE RESPONSIBLE FOR CORRECTION OF ANY ERRORS. B. COORDINATION: COORDINATE WORK WITH OTHER TRADES (ELECTRICAL, MECHANICAL, PLUMBING, ETC.) AND DO ALL CUTTING AND PATCHING REQUIRED TO ACCOMMODATE THEIR WORK. PROTECT ADJACENT WORK. 1.03 QUALITY ASSURANCE A. CONFORM WITH ALL REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE COMMERCIAL STANDARDS AND AMERICAN WOOD PRESERVE ASSOCIATION STANDARDS, AS THEY APPLY. B. ALL WOOD IN CONTACT WITH MASONRY OR STEEL, OR USED OUTSIDE OF CONDITIONED AREAS, SHALL BE PRESSURE TREATED L.L.S.P., HAVE AN APPROVED SEPARATING MATERIAL, OR HAVE A GALVANIZED ANCHOR SEAT. PART2-PRODUCTS 2.01 MATERIALS A. FASTENERS: 1. NAILS: BRIGHT COMMON WIRE NAILS, GALVANIZED FOR EXTERIOR WORK. 2. BOLTS: BOLTS SHALL BE ASTM A307, GALVANIZED, UNLESS OTHERWISE INDICATED. 3. LAG SCREWS AND SCREWS 4. METAL BRACKETS: GALVANIZED PER ASTM A153, ASTM A36 STEEL. B. GENERAL ROUGH LUMBER: NAILERS, BLOCKING, FURRING AND GROUNDS: 1. NO. 2 SOUTHERN PINE MOISTURE CONTENT: 19% MAXIMUM. 2. WOOD MATERIALS EXPOSED TO MOISTURE OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE, PRESSURE -TREATED. C. PLYWOOD: PSI 1-74, OF SIZES INDICATED ON DRAWINGS; GRADE C -C EXT -APA, EXTERIOR. PART 3 - EXECUTION 3.01 INSTALLATION A. GENERAL: 1. CUT AND FRAME ALL OPENINGS REQUIRED BY OTHER TRADES. 2. STRUCTURAL MEMBERS SHALL NOT BE CUT, NOTCHED OR DRILLED, EXCEPT AS NOTED OR SHOWN ON THE DRAWINGS. B. LUMBER: C 1. PROVIDE ALL WOOD BACKING, FURRING, STRIPPING OR BLOCKING INDICATED OR REQUIRED FOR INSTALLATION AND ATTACHMENT OF WORK FOR ALL OTHER TRADES. 2. CUT AND FRAME ALL OPENINGS REQUIRED BY OTHER TRADES. 3. DO NOT CUT, NOTCH OR DRILL STRUCTURAL MEMBERS EXCEPT AS NOTED OR SHOWN ON THE DRAWINGS. 4. CAUTION a. ALL BLOCKING IN PARTITION CAVITIES CONTAINING MEDICAL GAS PIPING, OUTLETS, VALVES OR EQUIPMENT SHALL BE NON-COMBUSTIBLE. b. WHERE CONDITIONS REQUIRE WOOD BLOCKING IN PARTITION CAVITIES WHICH CONTAIN MEDICAL GAS PIPING, THEN ALL MEDICAL GAS PIPING IN THAT AREA SHALL BE SHEATHED IN METAL, PROPERLY WRAPPED FOR PROTECTION AGAINST GALVANIC CORROSION. C. FASTENERS: 1. SUBDRILL FOR NAILING WHERE NECESSARY TO AVOID SPLITTING. 2. DRILL BOLT HOLES 1/32 -INCH LARGER THAN BOLT DIAMETER. 3. USE SQUARE PLATE OR MALLEABLE IRON WASHERS UNDER HEADS AND NUT OF BOLTS, WHERE THEY ARE AGAINST WOOD. 4. SUBDRILL FOR LAG SCREWS/BOLTS AND WOOD SCREWS; USE SQUARE PLATE OR MALLEABLE IRON WASHER UNDER LAG SCREW HEADS WHEN THEY BEAR ON WOOD. DIVISION 7 - THERMAL & MOISTURE PROTECTION SECTION 07210 INSULATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES THE FURNISHING AND INSTALLATION OF THOSE VARIOUS TYPES OF INSULATIONS REQUIRED IN THE NEW WORK WHICH ARE NOT COVERED IN OTHER SECTIONS. PART 2 -PRODUCTS 2.01 THERMAL INSULATIONS A. PERIMETER MASONRY WALLS: 1. UNFACED, 3/4" THICK RIGID FIBERGLASS BATT INSULATION, R=4, OWENS CORNING 7 - SERIES, OR EQUAL. 2. FLAME SPREAD OF LESS THAN 75. 3. SMOKE GENERATION OF LESS THAN 450. D 2.02 ACOUSTIC INSULATION B. PARTITIONS: 1. NOMINAL 4 -INCH THICK OR 6 -INCH THICK SQUARE -CUT UNFACED, SEMI-RIGID FIBERGLASS BATTS. 2. FLAME SPREAD OF LESS THAN 75. 3. SMOKE GENERATION OF LESS THAN 450. 2.03 SAFING B. UNITED STATES GYPSUM, OR EQUAL, THERMAFIBER SAFING. PART 3 - EXECUTION 3.01 INSTALLATION A. PERIMETER MASONRY WALLS: 1. INSTALL ON THE INNER FACE OF THE MASONRY, CONTINUOUSLY TO THE UNDERSIDE OF THE ROOF DECKING OVER STANDARD PRESSURE TREATED WOOD FURRING STRIPS. 3 2. HOLD IN PLACE ON MASONRY WALLS ABOVE THE CEILING BY "Z" FURRING STRIPS, PRESSURE TREATED WOOD FURRING STRIPS, OR GLUE IN PLACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PERIMETER STEEL FRAMED WALLS: INSTALL SNUG FIT TO BE AIR TIGHT AND FULL WITHIN THE VOIDS. AT ALL STEEL COLUMNS IN EXTERIOR STEEL FRAMED WALLS, INSTALL RIGID INSULATION WITHIN THE WALL CAVITY, BETWEEN THE STEEL STUDS, ON THE OUTSIDE OF THE STEEL COLUMN. C. ACOUSTIC INSULATION: 1. PARTITIONS: INSTALL SNUG FIT TO BE AIR TIGHT AND FULL WITHIN THE VOIDS. 2. CEILINGS: INSTALL SNUG FIT IN 4 FOOT LENGTHS MAXIMUM ABOVE ACOUSTICAL CEILING TILES AND AS CONTINUOUS ABOVE DRYWALL CEILINGS AND SOFFIT AREAS AS PRACTICAL, ALL TO BE AIR TIGHT AND FULL WITHIN THE VOIDS. D. SAFING: INSTALL AT THE SAME FOUR POUND DENSITY AS IT IS RECEIVED FROM THE FACTORY. SECTION 07920 SEALANTS, CAULKING AND SEALS PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES SEALING AND CAULKING WHERE SHOWN ON THE DRAWINGS AND REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF AIR AND MOISTURE. B. RELATED WORK SPECIFIED ELSEWHERE: 1. SECTION 09250: GYPSUM WALLBOARD SYSTEM 1.02 GUARANTEE A. PROVIDE A GUARANTEE PERIOD OF FIVE (5) YEARS ON ALL SEALANT INSTALLATION AGAINST JOINT FAILURE. B. JOINT FAILURE IS DEFINED AS LEAKS OF AIR OR WATER; EVIDENCE OF LOSS OF COHESION, FADING OF SEALANT MATERIAL, MIGRATION OF SEALANT, OR EVIDENCE OF LOSS OF ADHESION BETWEEN SEALANT AND JOINT EDGE. C. PART 2 -PRODUCTS 2.01 MATERIALS A. USE CAULKING AND SEALING COMPOUNDS OF THE FOLLOWING KINDS, OR A COMBINATION OF BOTH, AT CONTRACTOR'S OPTION. B. USE PRIMERS THAT ARE QUICK -DRYING, COLORLESS, NON -STAINING SEALERS OF TYPE AND CONSISTENCY AS RECOMMENDED BY MANUFACTURER OF CAULKING MATERIAL FOR THE PARTICULAR SURFACE INVOLVED. C. ELASTOMERIC SEALANTS: 1. POLYSULFIDE-BASED COMPOUND: ONE COMPONENT POLYSULFIDE LIQUID POLYMER BASE RUBBER WHICH CURES AT NORMAL TEMPERATURE TO A FLEXIBLE FILM RUBBER, IN GUN GRADE CONSISTENCY. 2. BUTYL -BASED COMPOUND a. SMOOTH FLOWING, SINGLE COMPONENT, ARCHITECTURAL GRADE, SYNTHETIC, GENERAL PURPOSE CAULKING COMPOUND, COMPOSED OF 80-100% SOLIDS, BUTYL, NON -OILY, NON -HARDENING, CURING TO A TACK -FREE SURFACE, PAINTABLE, IN GUN GRADE CONSISTENCY. b. MASTIC: BUTYL -BASED COMPOUND, KNIFE OR TROWEL CONSISTENCY. 3. EXTERIOR JOINT SEALANTS: DOW PC -790. D. ACOUSTICAL SEALANTS FOR USE FOR SEALING AREAS IN AND AROUND FIRE/SMOKE PRIORITY WALLS: NON-FLAMMABLE, NON-DRYING, NON -HARDENING, NON -OIL BASED, NON-BLEEDING PERMANENTLY FLEXIBLE ACOUSTICAL SEALANT, AS MANUFACTURED BY USG. E. SILICONE BUILDING SEALANT FOR USE IN SEALING JOINT BETWEEN ALUMINUM WINDOW FRAMING AND SUB-STRATE / SUB -SURFACE. SEALANT SHALL BE DOW CORNING 790 SILICONE BUILDING SEALANT. PART 3 - EXECUTION 3.01 INSPECTION A. EXAMINE SUB SURFACES TO RECEIVE WORK AND REPORT IN WRITING TO THE CONTRACTOR, WITH A COPY TO THE ARCHITECT, ANY CONDITIONS DETRIMENTAL TO THE WORK. B. FAILURE TO OBSERVE THIS CONSTITUTES A WAIVER TO ANY SUBSEQUENT CLAIM TO THE CONTRARY, AND WILL MAKE THIS CONTRACTOR RESPONSIBLE FOR ANY CORRECTIONS WHICH MAY BE REQUIRED BY THE ARCHITECT. C. COMMENCEMENT OF THE WORK WILL BE CONSTRUED AS ACCEPTANCE OF ALL SUB SURFACES. 3.02 PREPARATION A. CLEAN AND PREPARE SURFACES TO WHICH SEALANT IS TO BE APPLIED, PER MANUFACTURER'S RECOMMENDATIONS. B. SCRAPE AND WIRE BRUSH ANY CONCRETE AND SIMILAR SURFACES AS REQUIRED; ALL SURFACES SHALL BE DRY. C. PRIME SURFACES IF REQUIRED BY THE MANUFACTURER. 3.03 APPLICATION A. APPLIED MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED DIRECTIONS; OBSERVE MANUFACTURER'S REQUIREMENTS REGARDING TEMPERATURE CONTROL, USABILITY OF MATERIALS AND PROTECTION OF ADJACENT SURFACES. B. MAKE SEALING SURFACES SLIGHTLY CONCAVE, FREE OF WRINKLES AND SKIPS, UNIFORMLY SMOOTH AND WITH PERFECT ADHESION ALONG BOTH SIDES OF JOINT. C. PROTECT ADJACENT SURFACES FROM EXCESS MATERIALS; LEAVE JOINTS IN A CLEAN, NEAT CONDITION. D. DEFECTIVE JOINTS SHALL BE REMOVED, CLEANED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. DIVISION 9 - FINISHES SECTION 09250: GYPSUM WALLBOARD SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES GYPSUM DRYWALL AND ACCESSORIES, COMPLETE AS SHOWN ON THE DRAWINGS. B. RELATED WORK SPECIFIED ELSEWHERE: 1. SECTION 06100: ROUGH CARPENTRY 2. SECTION 07920: SEALANTS, CAULKING AND SEALS 1.02 QUALITY ASSURANCE A. COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE "AMERICAN STANDARD SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD", BY THE AMERICAN STANDARDS ASSOCIATION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE CALLED FOR HEREIN, IN LOCAL CODES, OR BY MANUFACTURER OF WALLBOARD. B. MAINTAIN TEMPERATURE OF DRYWALL SPACE IN RANGE OF 55 TO 90 DEGREES F TO ELIMINATE EXCESSIVE MOISTURE. 1.03 JOB CONDITIONS A. DO ALL CUTTING AND PATCHING REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES. B. COORDINATION: DRYWALL CONTRACTOR SHALL COORDINATE HIS PART OF THE WORK WITH THE FOLLOWING SUB -TRADES TO ENSURE PROPER PENETRATIONS OF PRIORITY WALLS, AS SPECIFIED IN PART 3 BELOW: 1. PLUMBING CONTRACTOR 2. ELECTRICAL CONTRACTOR 3. HVAC CONTRACTOR 4. METAL FRAMING CONTRACTOR 1.04 DELIVERY AND STORAGE: STORE MATERIALS OFF THE GROUND AND COVER AGAINST WEATHER. REMOVE ANY DAMAGED MATERIAL FROM THE SITE. PART2-PRODUCTS 2.01 MATERIALS A. METAL SUPPORTS: 1. CEILING SUPPORT SYSTEMS: c. SIZE COMPONENTS IN COMPLIANCE WITH ASTM C-754. d. MAIN RUNNERS: STEEL CHANNELS WITH RUST INHIBITIVE PAINT FINISH, HOT OR COLD ROLLED. e. HANGER WIRE: SOFT, 12 -GAGE GALVANIZED. f. HANGAR ANCHOR DEVICES: L SCREWS, CLIPS, BOLTS OR OTHER DEVICES APPLICABLE TO THE INDICATED METHOD OF STRUCTURAL ANCHORAGE. ii. SIZE DEVICES FOR 3 X CALCULATED LOAD SUPPORT EXCEPT SIZE DIRECT PULL-OUT INSERTS FOR 5 X CALCULATED LOADS. e. FURRING ANCHORAGES: 16 -GAGE GALVANIZED WIRE TIES, MANUFACTURER'S STANDARD WIRE-TYPE CLIPS, BOLTS OR SCREWS AS RECOMMENDED BY FURRING MANUFACTURER. B. GYPSUM WALLBOARD: 1. CONFORM TO ASTM C-36 AND ANY SPECIFIC U.L. ASSEMBLY REQUIREMENTS OVER AND ABOVE THIS SPECIFICATION. 3 4 2. TYPES: a. 5/8 -INCH THICK BY 4 FEET WIDE, TAPERED EDGE. -INCH THICK BY 4 FEET WIDE, TAPERED EDGE FIRE RESISTIVE GYPSUM b. 5/8 BOARD TYPE X FOR RATED WALLS ASSEMBLIES. c. MOISTURE RESISTANT DRYWALL (MR BOARD (GREEN BOARD)]: 5/8 -INCH THICK BY 4 FEET WIDE, TAPERED EDGE. C. ACCESSORIES: 1. TRIM AND EDGING: a. 26 GAGE, ELECTRO -GALVANIZED STEEL, WITH KNURLED SURFACES FOR BEDDING CEMENT. b. PROVIDE ANGLE CORNER PIECES WITH 1-1/4 INCH LEGS AT ALL EXTERNAL CORNERS AND CHANNEL TYPE METAL TRIM PIECES AS DETAILED AT ALL GYPSUM BOARD EDGES MEETING DISSIMILAR MATERIALS. 2. EXPANSION JOINTS: INRYCO NO. 40 OR KEENE NO. 40, WITH ADJUSTABLE OPENING. E. FASTENERS: 1. NON -FIRE RATED PARTITIONS: a. PANELS TO STUDS: i. MINIMUM 7/8 -INCH LONG SELF -DRILLING SELF -TAPPING BULGE HEAD DRYWALL SCREWS WITH PHILLIPS HEAD, OR ii. 1 7/8 INCH LONG CEMENT -COATED NAILS WITH 1/4 INCH HEAD. b. WOOD BLOCKING, ETC: L SELF -DRILLING, SELF -TAPPING OVAL HEAD SCREWS OF LENGTHS REQUIRED OR FRAMING NAILS OF SIZES APPROPRIATE. ACOUSTICAL SEALANT: USG ACOUSTICAL CAULKING MATERIAL PART 3 - EXECUTION 3.01 INSPECTION A. IF FRAMING MEMBERS ARE OUT OF ALIGNMENT, BOWED OR WARPED, CORRECT TO MAKE TRUE SURFACES BEFORE APPLICATION OF GYPSUM BOARD. 3.02 INSTALLATION A. GENERAL: 1. ERECTION TECHNIQUES SHALL RESULT IN PLUMB AND STRAIGHT SURFACES WITH NO WAVES OR BUCKLES, FREE OF UNEVENNESS AT JOINTS. 2. NEATLY FIT AND STAGGER ALL END JOINTS A MINIMUM OF 24 -INCHES. 3. CUT AND FIT NEATLY AROUND ALL OUTLETS AND SWITCHES. 4. JOINTS WIDER THAN 1/8" WILL BE REJECTED. 5. MAKE FINISH WALLS AND CEILINGS PLUMB AND LEVEL, WITHOUT RIDGES, BOWS OR WARPS. 6. INSTALL MOISTURE RESISTANT DRYWALL (MR BOARD) IN ALL RESTROOMS, AND JANITOR'S CLOSETS (WALLS AND CEILINGS) EQUIPPED WITH SINKS, AND IN THE VICINITY OF ALL PLUMBING FIXTURES IN OTHER LOCATIONS (WALLS ONLY). 7. INSTALL CEMENTITIOUS BACKER BOARD IN ALL SHOWER ENCLOSURES SCHEDULED TO RECEIVE TILE OR SIMILAR SURFACE (WALLS AND CEILINGS). 8. WRAP AND PROTECT PRIOR TO INSTALLATION THE EXPOSED ENDS OF CUTS IN MOISTURE RESISTANT DRYWALL MADE FOR FITTING AS SPECIFIED BY THE MANUFACTURER. B. GYPSUM BOARDS: 1. APPLY BOARDS VERTICALLY, IN PARALLEL APPLICATION, WITH ALL ABUTTING ENDS AND EDGES OVER SUPPORTS. 2. MAKE JOINTS OCCUR ON DIFFERENT STUDS AT OPPOSITE SIDES OF PARTITION. 3. EXPANSION JOINTS: LOCATE JOINTS IN LONG CORRIDOR WALLS (JOINTS NOT TO EXCEED 30'-0" INTERVALS) SO THEY OCCUR OVER THE CENTER OF A DOOR FRAME. C. CEILINGS: 1. METAL SUPPORTS: a. SECURE HANGERS TO STRUCTURAL SUPPORT BY CONNECTING DIRECTLY TO STRUCTURE WHERE POSSIBLE. b. SPACE MAIN RUNNERS FOUR FEET ON CENTER AND SPACE HANGERS FOUR FEET ALONG RUNNERS, EXCEPT AS OTHERWISE SHOWN. c. LEVEL MAIN RUNNERS TO A TOLERANCE OF 1/8" IN 12 FEET MEASURED BOTH LENGTHWISE ON EACH RUNNER AND TRANSVERSELY BETWEEN PARALLEL RUNNERS. d. WIRE TIE OR CLIP FURRING MEMBERS TO MAIN RUNNERS AND TO OTHER STRUCTURAL SUPPORTS AS REQUIRED. e. SPACE FURRING MEMBER 16" ON CENTER. f. INSTALL AUXILIARY FRAMING AT TERMINATION OF GYPSUM WALLBOARD AND AT OPENINGS FOR LIGHT FIXTURES AND SIMILAR WORK, FOR SUPPORT OF BOTH THE WALLBOARD CONSTRUCTION AND OTHER WORK FOR SUPPORT. 2. GYPSUM BOARDS: INSTALL WITH THE LONG DIMENSION OF THE WALLBOARD PARALLEL TO THE SUPPORTING MEMBERS, WITH SEPARATE SUPPORTING MEMBERS PROVIDED AT END JOINTS. D. SOFFITS: FRAME USING 25 GAGE STEEL STUDS. 3.03 TAPING AND FINISHING A. GENERAL: 1. MIX JOINT AND FINISHING COMPOUNDS PER MANUFACTURER'S DIRECTIONS. 2. CENTER TAPE OVER JOINTS AND EMBED IN UNIFORM LAYER OF JOINT COMPOUND OF SUFFICIENT WIDTH AND DEPTH TO PROVIDE FIRM AND COMPLETE BOND. 3. APPLY SKIM COAT WHILE EMBEDDING TAPE. 4. TREAT ANGLES WITH REINFORCEMENT TAPE FOLDED TO CONFORM TO ADJACENT SURFACES AND STRAIGHT TRUE ANGLES. 5. ALLOW COMPOUND TO THOROUGHLY DRY FOR AT LEAST 24 HOURS. 6. OVER JOINT COMPOUND AND TAPE, APPLY COAT OF FINISHING COMPOUND. 7. SPREAD EVENLY AND FEATHER OUT BEYOND EDGE OF BOARD. 8. AFTER FIRST FINISHING COAT IS THOROUGHLY DRY (AT LEAST 24 HOURS) COVER WITH SECOND COAT WITH EDGES FEATHERED OUT SLIGHTLY BEYOND PRECEDING COAT. 9. GIVE ALL DIMPLES AND FASTENER HEADS AND ALL MARRED SPOTS ON SURFACE OF BOARD ONE (1) COAT JOINT COMPOUND AND TWO (2) COATS FINISHING COMPOUND, APPLIED AS EACH COAT IS APPLIED TO JOINTS. 10. INSTALL METAL CORNER REINFORCEMENT TO ALL EXTERNAL CORNERS. 11. CONCEAL FLANGES OF METAL REINFORCEMENT WITH AT LEAST TWO (2) COATS OF COMPOUND. 12. WHEN COMPLETED, COMPOUND SHOULD EXTEND APPROXIMATELY 8 -INCHES TO 10 -INCHES ON EACH SIDE OF METAL NOSING. 13. AFTER EACH APPLICATION OF JOINT COMPOUND OR FINISH COMPOUND HAS DRIED, LIGHTLY SAND ALL JOINTS. 14. LEAVE ALL BOARD AND TREATED AREAS SMOOTH AND READY FOR PAINTING. 15. CAULK ALONG BOTTOM OF DRYWALL AT FLOOR SLAB USING ACOUSTICAL CAULK. SECTION 09265: STEEL STUDS PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES INTERIOR LIGHT GAGE STEEL STUD FRAMING AS SHOWN ON THE DRAWINGS AND AS REQUIRED TO FURNISH A COMPLETE FRAMING INSTALLATION. B. RELATED WORK SPECIFIED ELSEWHERE: 1. SECTION 07920: SEALANTS, CAULKING AND SEALS 2. SECTION 09250: GYPSUM WALLBOARD SYSTEMS PART 2 - PRODUCTS 2.01 METAL STUDS AND RUNNERS A. INTERIOR WALLS FOR STRAIGHT RUNS OF WALLS WITHOUT WALL HUNG ITEMS OR OPENINGS: 25 GAUGE ROLL -FORMED, PUNCHED STEEL STUDS BY USG OR EQUAL. B. WHERE WALLS DO NOT INCLUDE HEAVIER GAGE STUDS, RUNNERS MAY BE 25 GAGE, 1-1/4" DEEP. C. WHERE WALLS INCLUDE HEAVIER GAGE STUDS, USE RUNNERS AT LEAST 1-1/4" DEEP AND OF GAGE MATCHING GAGE OF HEAVIEST GAGE STUDS AND TO EXTEND AT LEAST 2" BEYOND THE FIRST LIGHTER STUD. THEN, 25 GAGE RUNNERS MAY BE USED AT THE REMAINDER OF WALLS TO BE FRAMED WITH 25 GAGE STUDS. D. INTERIOR WALLS WHERE CASEWORK WILL BE HUNG: 20 GAGE ROLL -FORMED PUNCHED STEEL "C" STUDS WITH PAINTED FINISH, OF SIZES INDICATED, MILCOR OR EQUAL. PROVIDE 20 GAGE RUNNERS, 1-3/8" DEEP. E. AT DOOR AND WINDOW OPENINGS UP TO 6'-0" WIDE WITH SINGLE DOORS NOT EXCEEDING T-0" IN WIDTH OR PAIRS OF DOORS WHERE EACH LEAF DOES NOT EXCEED T-0": 20 GAGE "C" STUDS. F. AT DOOR OPENINGS WITH DOORS OVER T-0" WIDE: 20 GAGE MILCOR "C" STUDS DOUBLED, INSTALLED BACK TO BACK. FASTEN STUDS TOGETHER WITH TWO ROWS OF SHEET METAL SCREWS SPACED 12" O.C. IN EACH ROW. G. INTERIOR WALLS FOR CURVED RUNS OF WALLS WITHOUT WALL HUNG ITEMS OR OPENINGS; 25 GAGE ROLL -FORMED, PUNCHED STEEL STUDS BY USG OR EQUAL WITH FIELD FORMED CURVED TRACK RUNNERS OR PRE -MANUFACTURED RADIUS TRACK (RADIUS TRACK CORP., 888-872-3487) CURVED RUNNERS.. 2.02 FURRING CHANNELS A. STANDARD WEIGHT METAL "Z" FURRING BY USG OR EQUAL. 2.03 FASTENERS A. RUNNERS TO CONCRETE: HILT[ POWER DRIVE PINS, NK47512. B. STUDS TO RUNNERS: USG TYPE 5, PAN HEAD SCREWS, 3/8". FURRING CHANNELS TO BLOCK E 5 MASONRY: HARDENED CONCRETE NAILS WITH HEADS. 2.04 ACOUSTICAL SEALANT A. USG ACOUSTICAL CAULKING MATERIAL. PART 3 - EXECUTION 3.01 PREPARATION A. BEFORE PLACING BOTTOM RUNNERS, APPLY TWO LONGITUDINAL 1/4" BEADS OF ACOUSTICAL SEALANT ON CONCRETE SIDE OF RUNNERS TO SEAL RUNNERS TO FLOOR. B. FLOOR MUST BE CLEAN OF DEBRIS AND DUST PRIOR TO SETTING RUNNER. 3.02 INSTALLATION A. ATTACH BOTTOM RUNNERS WITH SPECIFIED FASTENERS. PLACE STAGGERED DOUBLE ROWS OF FASTENERS 24" O.C. IN EACH ROW, B. WHERE STUDS HEAVIER THAN 25 GAGE ARE TO BE INSTALLED, USE RUNNERS MATCHING GAGE OF STUDS. C. AT CONTRACTOR'S OPTION, HEAVIER GAGE RUNNERS MAY BE CONTINUOUS FOR HEAVY GAGE AND LIGHT GAUGE RUNNERS ONLY AT HEAVY GAGE STUDS, THEN EXTEND THE HEAVY GAGE RUNNER AT LEAST 2" BEYOND THE FIRST LIGHTER GAGE STUD BEFORE CONTINUING THE RUN WITH LIGHT GAGE RUNNERS. D. INTERIOR WALL STUDS MAY BE INSTALLED 24" O.C. EXCEPT WHERE SPECIFIED BELOW. E. DOOR OPENINGS UP TO 6'-0" WIDE WHERE DOOR LEAVES ARE NOT OVER T-0" WIDE. 1. INSTALL 20 GAGE STUDS AT EACH JAMB. 2. INSTALL A 20 GAGE HORIZONTAL STUD MEMBER BETWEEN JAMB STUDS AT HEADS OF DOORS AND SECURELY ATTACH IT TO JAMB STUDS. 3. INSTALL 20 GAGE STUDS, NOT MORE THAN 24" O.C., RUNNING FROM HORIZONTAL MEMBER TO TOP RUNNER OR CAP. 4. ATTACH STUDS TO RUNNERS WITH SPECIFIED FASTENERS ON EACFI SIDE OF EACH STUD. 5. SANDWICH FIBERGLASS INSULATION BETWEEN STUDS. F. DOOR OPENINGS UP TO 6'-0" WIDE, AND WHERE DOOR LEAVES ARE OVER T-0" WIDE. 1. INSTALL DOUBLE 20 GAGE STUDS AT EACH JAMB MEMBER. INSTALL 20 GAGE BACK TO BACK AND ATTACH BOTH STUDS TO FRAME ANCHORS. 2. INSTALL 20 GAGE HORIZONTAL MEMBERS AND STUDS FROM HORIZONTAL MEMBERS TO TOP RUNNERS OR CAPS AS SPECIFIED ABOVE. G. WINDOW OPENINGS UP TO 6'-0" WIDE. 1. INSTALL 20 GAGE STUDS AT EACH JAMB. 2. AT WINDOW SILLS AND HEADS, INSTALL 20 GAGE HORIZONTAL STUD MEMBERS BETWEEN JAMB STUDS AND SECURELY ATTACH THEM. 3. USE 20 GAGE SHORT STUDS BELOW AND ABOVE WINDOWS TO FILL OUT STUD SYSTEM. 4. ATTACH STUDS TO RUNNERS WITH SPECIFIED FASTENERS ON EACH SIDE OF EACH STUD. H. MISCELLANEOUS SMALL OPENINGS, SUCH AS, BUT NOT LIMITED TO, PASSBOX OPENINGS, PAPER TOWEL DISPENSERS, ELECTRICAL PANELS AND OTHER MISCELLANEOUS ITEMS. 1. FRAME AROUND THE OPENINGS WITH STANDARD GAGE STUDS. 2. ATTACH FRAMING TO ADJACENT STUDS WITH SPECIFIED FASTENERS. I. WHERE OUTLET BOXES OCCUR BETWEEN STUDS, PROVIDE STANDARD GAGE STUD FRAMING AS REQUIRED TO ATTACH BOX IN A PROPER SECURE INSTALLATION. J. WHERE CABINETS WILL BE HUNG, SPACE 20 GAGE STUDS AT 16" O.C. FOR FULL WIDTH OF CABINETS PLUS 16" ON EACH SIDE OF CABINETS. THE REMAINDER OF WALLS MAY THEN BE FRAMED OUT WITH 25 GAUGE STUDS. K. IN LONG RUNS OF WALLS, PROVIDE DOUBLE STUDS, SPACED " APART AT NOT OVER 30'-0" INTERVALS TO CREATE CONTROL JOINTS IN WALLS. SANDWICH FIBERGLASS INSULATION BETWEEN STUDS. L. MAKE UP CORNERS AND INTERSECTIONS SO THAT GYPSUM BOARD WILL BE FULLY SUPPORTED AT EDGES. 3.03 INSTALLING STEEL STUDS AND BRACING ABOVE SUSPENDED CEILINGS AND SOFFITS A. FOR NON -CONTINUOUS PARTITIONS WHICH DO NOT EXTEND TO THE UNDERSIDE OF THE DECK ABOVE, PROVIDE STUD DIAGONAL BRACING AT MAXIMUM OF 6-0 OC. ENT OF STRUCTURAL FRAMING B. ATTACH TOP ENDS OF DIAGONAL STUD BRACES TO BOTTOM ELEMENT WITH SPECIFIED FASTENERS, AND ATTACH BOTTOM ENDS TO VERTICAL STUDS WITH TWO TEKS SCREWS. 3.05 FIRE STOPPING A. PROVIDE FIRE STOPPING FOR NON -RATED PARTITIONS WHICH DO NOT EXTEND TO THE DECK ABOVE. B. TERMINATE DRYWALL AT FIRE STOP LOCATIONS, USUALLY 4" TO 6" ABOVE CEILING LINE. a ., JELL L 1 { A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONf. FLORIDA 34711 PH: (352) 874-2340 r FAX: (877) 680-7183 www.powellsludioarch.Com AA Il 26002236 © COPYRIGHT 201(i 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 ARCHIiEC TURE, 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: WEINGARTEN REALTY �❑ss 0,00 Y UJ 3 LL uiC) O W 0 Lij O z O w _jU7 V J _j _j w c 0 wn �G 0- ❑ J W I Cn ❑ W �- 00 z [r 0 oo ❑0 �. U) z Q 06 Z m T_ CO PROFESSIONAL SEAL: .. �L . F p6 4 �3 � AR9 6 5 sr ..AR ARE'®G PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 SPECIFICATIONS ASLI �s�r x� y 'S OLUELLSTUDIO A R G H I T E T R E l ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN S[REET ■ CLERMONL FLORIDA 34711 PH: (352) 874-2340 . FAX: (871) 680-7183 www. p owe lls t o dio a rc h.c o r rr AAlf 26002236 S' © COPYRIGHT 2016 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 1'0 ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. }' CONSULTANT: { I ""t!I j I +I OWNER / PROJECT: W¢¢��� yEiIa7NG^�A�R�yTJ4EN�a{RgEAyLTyYs y I UJ > W O 0 Q ILL Ui o W ® 0-000 co p OO r-j v)i>>�./ LiL © n 0. ww CL 2 M U w [ G C '0° c _.1LIJ LLJ c l 0 `co r< I ® �+/ 0o �I< 6 z (Y-) co Lu PROFESSIONAL SEAL: OFF I AR94 sr�'REo •AR��� PROJECT NO: PSA2016-02 REVISIONS: MARK I DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 SPECIFICATIONS ASlm2 SITE (VOTES: 1. CONTRACTOR TO CUT, PATCH & REPAIR CONCRETE AND ASPHALT AS REQ'D FOR PLUMBING AND ELECTRICAL CONDUIT INSTALLATION. MATCH EXISTING FINISH, COLOR & THICKNESS OF EXISTING MATERIALS. 2. PROVIDE MIN. 4" 3000 PSI CONCRETE SIDEWALK 3. PROVIDE EXPANSION AND CONTRACTION JOINTS AS REQ'D. F„. NiF I P ❑ + IE' 0 I. A R C: H I T E G T U R E ARCHITECTURE I INFERIOR DESIGN 131813OWMAN SfREE1 . CLERMONI' FLORIDA 34711 I'll: (352) 874-2340 ■ FAX: (877) 680-7183 www.poweiisludluclich.com AAIi 26002236 © COPYRIGFTT 2016 POWELL Sl'UDIO ARCHI'FEC'FURE, LLC. FF IS DRAWING AND ALL IDEAS, DESIGNS, FlRRFlNGEMEN FS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES' HEREIN ARE'FFIE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCI-11'fECfURE, LLC., AND WERE CREAfED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH'I'HE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE 3 USED OR DISCLOSEU'FO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WI IA'TSOEVER WfTHOU'T H IE WRITTEN CONSENT OF POWELL STUDIO ARCH ffECTURE, LLC. CONSULTANF: �. ® 14W MW INC, DESS, INC. CA#27371 PHONE: 321.251.6006' 3662 AVALON PARK EAST BLVD. a SUITE 2072 ORLANDO, FL. 32828 OWNER / PROJECT: I WEINGARTEN REALTY Po pI - -P plo"oea d to-co s1 t cr F— Z W w o< -j LL D® WLL 0 w O o I11.� U) 3: (2 -� � 4 ❑ ., w �❑ W C) J Lij I i� 0 (n W LLL) �e w T- Q� w z 0 J J < -i cc) o< 0 U) ZJ" Q 06 Jz (y) T0'T- 00 U/ a PROFESSIONAL SEAL: %%J1111111111 N-0NNO P S A N r0 w •” cc-- r 3 � M ,w SSj� ��yt IN A 27 JANUARY 2016 PROJECT NO: PSA2016-02 REVISIONS: ;i MARK DATE DESCRIPTION ISSUE DATE: JANUARY 27, 2016 3 ROOF FRAMING PLAN 'z POWEE1wM . I A R C 1-1 I T E C' T U R F ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET r CLERMONT, FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 www.powellstudlocifc[i.com AA8 26002236 © COPYRIGHT 2016 POWELL STUDIO ARCHI TECTURE, LLC. 7TIIS 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 WITTI 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 ARCHITEC TURE, LLC. CONSULTANT: ®NNW NOW INC. 3 DBSS, INC. CA#27371 PHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 ORLANDO, FL. 32828 OWNER / PROJECT: WE I N TEN q'C` ^AR/ yREALTY d���'Y:Y ✓'��a k:+wH 8,.i .�3s �«°S,.T �.��2:f :�A.v"B1J'Y.� IL I ' • q < 0 j LL W ::) o W L. 0 a, W ® rn IL <Z w rO -jo3: < -V 0 W ' /U 0 W LjL 0 J co I � V P ®<0 / 06 z (y) 2 00 vi PROFESSIONAL SEAL: tttt1111111rrr��t •�� SANr-) *, �GENSA•."�C/ oee 00 ^ cij . No 655 13 . 0 ✓i"f S/ONAL ,. ��11111111111ttt 27 JANUARY 2016 PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JANUARY 2/, 2016 MECHANICAL ROOF PLAN M100 ` - - L.. I A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN SFREEF ■ CLERMONF, FLORIDA 34711 Phi: (352) II74-2340 ■ FAX: (877) 680-7183 www.powellsl udioarch.corri AA# 26002236 © COPYRIGFIT 2016 POWELL STUDIO ARCHFFECTURE, LLC THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMEN FS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE'FHL-' E=XCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATE=D, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WFTFI 7HE SPECIFIED PROJEC'T.'T1-IIS DRAWING MAY NOT UE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WNHOU7'TFIE WRITTEN CONSENT OF POWELL s TUDIO ARCFII'FECTURE, LLC. CONSULTANT: momwallL molar 1� 'NOW NOW INC. DBSS, INC. CA#27371 PHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 ORLANDO, FL. 32828 OWNER / PROJECT: WEINGARTEN REALTY 09 PROFESSIONAL SEAL: %ott II IIIItIIt, SAN ro r y� .� 1, �':•'� t: � Iltttllaaar�� 27 JANUARY 2016 PROJECT NO: PSA2016-02 REVISIONS: MARK I DATE I DESCRIPTION ISSUE DATE: JANUARY 27, 2016 ELECTRICAL POWER/ SYSTEMS PLAN :� A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN SIREEF . CLEI:MONI, FLORIDA 34711 PH: (352) 874-23,10 . FAX: (877) 680-7183 www.powellsludiouich.com AAlI 26002236 © COPYRIGFFF 2016 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 DEVELOPCD FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJEC'f.'I'[ITS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITI-fOUT THE WRI TTEN CONSENT OF POWELL SF UDIO ARCHI FEC WRC, LLC. CONSULTANT: ff—mKion INC. DBSS, INC. CA#27371 PHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 ORLANDO, FL. 32828 OWNER / PROJECT: WEINGARTEN REALTY � I < W o LJ- W C] O w ILL O Cl° M<Z C) U) --� J U) _J L.L. w a J 0 LTJ W LL �-- Z O ®0O D < 0 Z> Z 06 00 vi PROFESSIONAL SEAL: S AN r0 �� '`� • , CrE N ti Cid .r pp+.•'�, . Clj No 655,13 °,' �()` I A T E OF L4 �. jl'sti l 27 JANUARY 2016 PROJECT NO: PSA2016-02 REVISIONS: MARK DATE DESCRIPTION I ISSUE DATE: JANUARY 27, 2016 ELECTRICAL ROOF PLAN E200 A _. • LU4M3M{,i L,.aL1 1 -. A R G H I 'F E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET s CLERMONI, FLORIDA 34711 1111: (352) 874-2340 r FAX: (8/7) 680-7183 www.powells ludlourcl i.corn AIN It 26002236 © COPYRIGHT 2016 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 PROPER TY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NO TOE USED OR DISCLOSED 'TO ANY PERSON, FIRM, OR CURPORATION FOR ANY PURPOSE" WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: MOM K.7m r. wa INC. DBSS, INC. CA#27371 PHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 ORLANDO, FL. 32828 OWNER / PROJECT: WyyyEINGARTEN REALTY Lu Y � 1 LLI O 3: ..J O LL, 0- w O co 0 z O w cnJ >U) LL 0 w CL 00,4 O' �Lli� v) w LL OW N 00 Q J Q\".j 06 J C CO w 9T_ PROFESSIONAL SEAL: �011j hitt i,l,r % G' ry s ,p> 65513 �� Q N AU O 27 JANUARY 2016 PROJECT NO: PSA2016-02 REVISIONS: L�TE�LESCRIPTIQN ISSUE DATE: JANUARY 27, 2016 I' 1 �R 5 PLUMBING SUPPLY PLAN Ploo