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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: REVISION FEE: `1 !� Od PERMIT # 2012-0558 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 4774 S Jenkins Road Fort Pierce, FL 34947 DETAILED DESCRIPTION OF PROJECT REVISIONS: Drawing Sheets: A-2• A-7• D/A-7• E/A-7 Need to have all referenced details conform to one hour fire rating indicated on Sheet LS-1. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC1504441 ST. LUCIE CO CERT. #: 32009 BUSINESS NAME: RF Concrete Construction, Inc. QUALIFIERS NAME: Jeremy Foulks ADDRESS: 664 Old Dixie Highway CITY: Vero Beach STATE: Florida ZIP: 32962 PHONE (DAYTIME): (772) 567-3356 OWNERAWILDER INFORMATION: NAME: Panelli Fort Pierce, LLC FAX: (772) 778-2142 ADDRESS: 6499 Powerline Rd. Ste_ 101 CITY: Fort Lauderdale STATE: Florida ZIP: 33309 PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: John Foster, Architect ADDRESS: 11205 Ridge -Avenue CITY: Fort Pierce STATE: Florida ZIP: 34982 PHONE(DAYTIME): (772) 370-9464 FAX: SLCCC: 9123109 Revised 06130117REV1S104'-"v'%'1 u, 4 t . Wolflube Equipment LL GYPSUM Association File #lWP-7024.3, U% Disign V493 dark-Detrich nominal 6", l8 4ja4e14J-studs"'@.24o/c, l" John M. Foster - Architect Member - American Institute of Architects - LEED AP March 9, 2022 11205 Ridge Ave. Fort Pierce, Florida 34982 (772) 370-9464jmfarch@gmaii.com Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 SLC Permit #2012-0558 WolfLube Warehouse & Offices 4774 S. Jenkins Road Note: Sheets A-2 & A-7 Revised per Notes below: 1) Sheet A-2 - Fire Rated Ceiling note revised indicating UL Design G-502, Gypsum Association File #FC-1110; both for 1 hour fire rating. 2) Sheet A-7 - Note in Detail B/A-7 revised to indicate 1 Hour Rated Wall, See Detail D/A-7. 3) Detail D/A-7 - Fire barrier Note revised to indicate 1 Hour Rated Wall, UL Detail V-493, Gypsum Association File #WP-7024.3. 4) Detail FJA-7 - Column fire rating detail revised to indicate 1 Hour Rated Column, Gypsum Association #CM-1453 with three (3) layers of 1/2" Type X gypsum drywall. The intent of these revisions is to have all referenced details conform with the one hour fire ratings indicated on Sheet LS-1. To the best of my professional training & belief, these revisions meet the requirements of the 2020 Edition of the Florida Building & Fire Codes. If there are are questions regarding these revisions, please contact me as shown above. John M 40N M. 9 T 15010, t ( 7 2A.c rc 10 64" 20' 91/41, 211 $ " 21' FS " 20' 0 " 21° & " 2i` 8 " 20' 91/4" 10 01,411-- A I ' I ' i I I I I I 1 i I I � Loa�irlg N REOUfRED traffic rated 04rdratt iAv 11 U LxLN� Sa lu3�OR V .N43 ip s U t)R_L L tl1 A V U o ,F < U -miie,N u a s CL u 30° ,� ° z ° L�0uL 0 "S CL s 40 S i 3 i +a fl_ U >) UUUUS S 0,, d-S U X i= 1 d c.� T C1 113 19 SS i Ii I i u batldard 1 u i s C o 2 O SS �t ® �, ht. rofmforo FE-3 CBSwattd Puy — - U0 42" ( 0 — ---------- —_ _ �_—_ a _.�- ' IL _ _ — — — _ _—_—_ _.v- - — — -..— _._.__—__ _ guard roll \ _ �_---_----� � � _� . _ m � � -, � :% -1 3 y, � 0 ! _ i W I P I . Aa7nAd i 'r°"• fan 10, 10 �H fan raatUm its . ,N j lE hoe _rw_ - > c s: � � rest p 12" wtde traffic rated trenah-grate 2 c elute SD iVC discharge time to ( A!C retenfor area I oomp's, " , Z_ q3 m It ; steel storage racks -161 hafght ft I ' O , I , _—__--______—_ ----- — ------- — e- � i I ._.__—_.___---_— 0 q D 1 0 0 go 4-1 r 7OH fa,n i OH fan = o N 4S 6�i o FE s -3 c re5 area markl g s „ ca (' x 6` non-skid epoxy) ; ( 5aa sheets 5T-1 & <�°, B E it OfCcr Aoombly 3for Loadng Dock o OL 1---- 23t6" �__�__Details lit + 25,4„ ® _ a-�---------------- coiled hose storage - max hel®ht 6 { 4 2 U d n ~ rt I L ea — „ I , If .. _ EE-3 , I I I I I I �' e 7 3/4" �j to 43 r r---- fj g _ _ _ — _ . to v p Mazz. columns yr9 ��� s$ 1,7 — - - ; ; t , _ ; M 2 17�... 160 20. u U r it *mxwxr wan m.w» t L I t I 1, I I "tiS , 1 Q1 min. one Maur rated l��w C7u rl I �-I-t _ one hour rated iQ/^^�_ ;�.� .:. d 0. h -i artltlan to roof deck ._���_I_� arCltion•ta'roaf r' ® ! �j ' h 6' x 15` 0-he, hour. •' A $ 1 ytalr opening O c ; a N "' r led cellar( ... one hour rated PIW ;j ' , �„L N N-paron to deck abaVei Lobiby ' tQ �� },' ,..`,'.• •...' 49 . 3Gr 2 ,r 61r 34 O " 1 t " 7 6 9 10 31 "` 5 2. 10 4 a 14 0 1. 0 t " " " " tt tt i recessed Padtgrtd ; �[ 5rt One -hour Yet Om,6 out ,. Ulol N�z le.. Conf ren o entrance rfd artition'ta deok a6Qve.' rated ceilini �� FE-1 (,vx6'4") �W _ �,p e ,.. l(. I CAIitr�.. T N - --- -- I 1 57 o rt "-' ~ aianapy CJ '_` _ x a I above~- " o irot Level I �s lad SOjaz 110I12b`10" 12'$° 170r 170 Orr 121510"cp _ 12" AD5__ outfoR 0' ra' 10` 15, 20, 25' 57'L) Wall Type Lcecm4i �. One hour fire rated gypsum drywall - Clark PfetHoh " 1 2 6" 18 gaga "J-studs" CD24" o c.1'° gypsum 5haftl(nor, , 1' 2 It - ------------ (1) layer 51a" "`Type-x"" P/W each of a of wall - Gypsum ove: g,ay 1/2 P/W Ass'n. File # WI' 7024.3 (UL Y 493) 23' 6 " 23' 6 "` IV 011 0' 15101, 231611 23' 6'° , on shaftwatl - pill wait to floorl roof deck w/ K-19 fiberglass 6att w/ 5�0,y 1 rosin coated Kraft paper mofsture reefetant barrier. One hour ffre rated gypsum drywall 1 51a,," x 5 20 emote alumfnfzed etael studs 0 24" o/ci (1) layer �� 5/8 'ITyppa-X" D/W each sfde of wail - Gypsum Assn. I File #Wf`-1072, t2-19 Kraft faced f(bergtasO (nsula�fon '~) Unrated partition - (1) layer 5/8" gypsum drywall each s1do of 15/8" x,5 5 5/a" or 3 5/8", 20 gaga alum(ntzed,stael atyfds 24 olo, (nsulat(olnfloor to decklce(ling w/ mfn 5" minerst wooLacoue j tic WarehnU�e 12�(a{�(� -ffi Nominal 8"' C13C wall, 16" height - 6" x 6" x 16" A6-rm C-9r~J CMU (n half -running bond, Fill all cells w/ 3000;psf oonor o 0, �pGa P AOA parking �h I I n e ��Q �" —,.m,. — _,._ �.. — a°®< ""'. 1 reinforce w/ #5 dowels � 2' 0" o!c & top course of beam block numbing Fixture Calculation per Tablc F-403,1 "Minimum Plumbing Ffxturc6" -�. 1 � ° �'^ & #5 rebar, 1 M ct cro/Nozzc[ 6 405 F I Fi r'c Ka"�'+c lr cl 1 e Nominal 5" C55 watt, 6" x 6" x 16" A5TM C-90 GMU in half - Occupant load (6ce 5hect L -1) = 52 - 26 men & 2(8 women *,� ,- � running bond. Horizontat refnforcemerit: 9 gag4 galvanfzed l I lot Lcvcl Offloc 197a5 5F I � 5hfpp(ng, Fuel Nozzles &Met®r areas } 1 lour-o-Wall '`ladder" tfes 0 each second course' Vertical � 'r l One Hour fire ratfn UL Peef n 0-502 l reinforcement: (1) #5 rabar & dowels a 41 O"' o/e, oelle filled w/ 1 I�C L1I ed; Provided . � � 2md Level Offlcc 2,140 a� 1 g g � Water clo5et� ' 1�125 male, Water °` 1 f Gy sum Association File # FC-1110 � l 3000 #ps(concratc great. 1 11�5 f ema(e 2 �k ater clo5cta 4 Water closets, I urinal � �1t G 5t orage ��?O �� i l - (1) layer 1/2" Type "X" fire coda Nominal 12" C55 wall, l2'" x 8" x 16" ASTM G 90 CMU in half f l gypsum dr wall on rigid furring l 1 running bond. Horizontal reinforcement: 9 gage galvanized i f Lavatories - 1/200 mAle/female 2 Lavitorie5 4 Lavltorfes � f Loadfine Dock roQQ 6)F i 1 channats 24" o/e fastened to f Pur-o-Wall"ladder"ties 0 each second course. Vertical l t steel bar joist structure w/ 16 relnforcament: (2) #5 rebate & dowels a 4' o" 0/0, cells filled w/ prinkfn fountain -11 DD,1 1 1 �� a atfe-wfra. f � 9 .�° 3000 #ps(concrategrout, crvice �fnk 1 service elnk 2 5ervice 5ink� 2 mop gfnk5 ranted 24 ones Galvolunle wait parole op pre-engfnearod \ p ® Tonal la f8QQ 5� �� steal bulid(n s stem (rt r" R t 1► � ..i k* t L1 I b 5 � EVJJE R CODE, Com PRIANCE S II LUCIE COUNTY BOCC Fire Katcd F[ywoo� (FKT) Pyro-Guard by Hoover Treated Wood Products Fire retardant treated plywood E5IZ-1791 Evaluation Report g A5TM E-54 Flame 5pread < 25 ----------------- A rc t 321 I Top Parapet mm i I ..,— — -.. _ — -- W t4 x 22 i 0 � I r x , � 1 I i fabrtc awntng an aluminum frame 3' 0 " mom. 5.5" open coN ioynene lnsulation w/ (ntumenscent fire barrier overspray 20 gage metal stud horizontal ffre block follow roof level A/C I 1 I I duot I 20 gage metal stud horizontal fire block 0 floor level K-20 loyneme spray foam insulation (nomfnal 5.5") 5W D/W oh 15/a" x 53Wall ggalvanized steel studs to 24" o/c -set to match D/W surface W C55 wall sections CECO structural "C" heador Impact rated, Ihsulated, ffxed alum. frame g CECO structural "C" slit 20 gage metal stud horizontal fire block 0 floor level nomfnal 4" - 3000 psi conc. w/ 66x1010 wwm on corru- gated steel decking 4" x 4" x 1/4" perimeter angto r 9 r r r i bar r joists A/C ducts 5/6" D/W on rT 2x blocking - i seal around joist ands I ; CECO structural "C" header °r^ «.�..s... . .......r ..........m ......... ; Impact rated, insulated, fixed I i alum. frame transom ------------- , 1 j i•. ; II I 1 ADA threshold - Pemko 1/2" drop from finish ; ' #2005-AT slab to exterior ' hOrnimal rid4' x S' r drained 11311V broom finish, 4" -thlokone ; g 3000 pal conorate _ - - #4 cent, edge wt (1) walk — 1 1 1 3 , 1/2" closed cell �-^---' expansion jointr' :ri beyond-------------E fi t ry o 0 fi - A2revise to Icynene roof insulation alc5 14' 0tt 2nd door 0l 011 F(n Floor A-7 1/21t " 1f oil rc�f arf l dry nA poured abral�lve .........................................0............. ...., ....., ...................................................................................................................................................................................................................................e...............................................................................................................................,...........................................................I.................... HTT-4 Fi rcoto p Prc&l ucts red color re uircd for all ffreato com oflent5 �43 Simpson Strohm -Tie tendon L °c Or Clewnm& 5D#1ox21/2to. Seal P/W to conc, slab above w/ HILTI F5-0ne Max ; nn to face of studs " " u 410 a ` 2' 11 " col�nnn & {t) Stmpsan tZF6 5i8 � n f1Ci�oBeG� ���!^ Lift (4)FTNOblockfng--------,I x@"min.embed6",Secure w/ intumnescent fireatop ecalant all along demleino walls bx�:3 - sfngle lometh tam. anchor spacing Simpson SET epoxy rt 3 a % Asccmelon "Clarity 16-C" wheelchair lift SImpso""H1T4" I sealing gaps no more than 1/2 In width. m A r ADA, A5ME A15.1, AN51 A117,1 Compliant i3 1-3 unratcd low -voltage cable penetration of fire rated 750 # Lifting capacity demi5ing wall - install w/ HiM CF5-FL 2" Firestop Plug EL # lift machfnc cabfnct i s m� n Floor level entry, no recess required retard fyra Guardflro Multi (> 3) low-voltagc cable enetrat(on of fire rated 4'1`' g x 1 hour fire rated hofetway doors — retardant plywood on HIM 3sides ofltftshaftway demfeing wall - install w/ HIL I CF5-CC Ffreetop Cablc asp N n Off ect, fIrc rated steel door frame o w/318"D/Wavorlayon ColCar I l i inslde of door flush w/ wall ffnfsh FRrpiyw°ad openings over 1/2" In width Shall be scaled with HILTI =�° 'P©� o Automatic door interlock ay K 19fiberglase bait n it 3 L ° Z +� v '' .� CP-620 Flre Foam -red color re wired R � �' 24 gage CECO Doublelock standfng seam roofing panels u . hum munn.nnuna��{ • • • , 1 hour rated wall extend from floor slab to ' r1 roof dock sae Note 0 D/A-7 ,P 3/8" D/W overlay on 3/4 FKT plywood wall sheath(ng lift machine equipment cabfnet \ i,I' ,N •, I I QR@Qtl,Q@R-.IRRRRRR RCRQR@QR hair Lift r N wall Insuleltlon w/ Kraft a paper moisture reefstant L a� n L ; n 08 0.® s; barrier 5eal ehaftwall and then 5/5" type X drywall to ceiling & my a.o o ;, s cndwalls w/ HILTI "CP-606 Flexible Fircetop 5calant" I. o u Platform Lift d kl, one hour rated 3" vfnyl faced K-6 u fire barrier wall i fiberglass Insulation Fall View h-i.., Twvretaiv f Inv, wi Kraft paper moisture barrfor resistant aalea Area Atlas electronic interlock 1 ADA ♦ I 51 n ♦ ♦ ♦ r o� J , , , J J / J , , V V 1 ..R..,ir,...,i jM 4../-,_Lis. SyL j�.Mri•/✓+Gr•=w•�4/rye41 jr. 4.i jnL.dr..,q.L jyFr.i Ii CECO mezzart(ne franible & deck Labby ♦ 5 \ \ Slap \ \ \ ♦ \ , J J J J J J , , , I J •=S�•L.jei�i ice. f�.i 1-/�.3 �•`T n. •_ri•_•�t �yL i�:i �. Y•.. .S ii l,•i.i J .9•GZLiJ,�.i _-typlcai6"-4000pe1_____„.._____4```___________________ See Sheet ST-ifor J-4 \-----------------� details beyond g,»a.M p ae 10 i 1 ! v 4 O •�Q � t? AL AL Li n. ti U- n. W •'1 •7 7 "J !� 0 N N _� �y q ZZ i ram. Ik-19 fiberglass fro. w/ Kraft paper moisture resistant barrier w U 43 u 43IN v UaC � a 20 ga@e solid �,,�!" o track ffre Mock' o �° V floor level I o m u K-20lcynene spray foam U = a insulation �l L (nominal SIB") N a; E� <C < A shaft -wall I m g l support C-1 4"x41x1/4" `A-36 steel column beyond C'Z3 S. l I 0rrFI L�1 y ^ .. •�.�. m-. y.aa..�...n.• ..r. u.w .n� r• .n...e •/_/j 1/2'l 1l �+`l �,-7 1/2" _ 1' D" - - A, 7 1/2'" _ 1' o"�_ This Sheet added to Set MAR 0 7 2022