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HomeMy WebLinkAboutRevision OFFICE USE ONLY. DATE FILED: PERMIT# REVISION FEE: RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE Db FORT PIERCE,FL 34982.5652 r 3 0 (772)462.1553 A n� APPLICATION FOR BUILDING PERMIT REVISIONS $ PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: NO 2ECJ✓J.2 E.a�E.[rT +C'-pa Zx �V.+a <.CR k,�Ey yd //b[ SE CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: ST. LUCIE CO CERT. #: BUSINESS NAME: & ,e. "y�&-- -zwu QUALIFIERS NAME: 9,2 v 4 ADDRESS: IY3v CITY: pgyH ,3gy STATE: ZIP: 3Z9o7 PHONE(DAYTIME); 32/- 77; - 79'7z FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: eSTATE: ZIP: PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: A. p 6-r/6- " 6`--o vP ADDRESS: Z/9Il ffwy A/A CITY: _i+✓d+Jr +�aao cu/ STATE: mil.- ZIP: 32937 PHONE (DAYTIME): 3Z/ - s6 FAX: SLCCC: 9123109 Revised 06/30/17 � zjEll r.q File COPY October 12th, 2021 Planning& Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, FI. 34982 (772)462-2172 Express Homes Creekside Lot# 88 Product Approval Revisions To Whom it may concern, At the builders request we have revised the product approvals to the latest product specifications. Please see the attached revised sheets. RECEIVED Orr 9 St countk'P^t Sincerely, R NEXV/1 S I Jy - Michael C. Anderson, Architect Florida Architect#AR17305 2194 Hwy AlA• Indian Harbour Beach,FL 32937 • Phone: (321)802-3591 AA0003325 www,abdesigngroup.com t Product Approval Submittal Affidavit J� FLORIDA PRODUCT �'� FL#or Miami- REVISION Glass Building Design Product Design ®' Dade APPROVAL EXPIRATION DATE Product Model # Manufacturer Description Method of Attachment Pressure Pressure REVISION For anchoring through frame into wood framing or 2x buck use #10 wood screws - s s� with sufficient length to achive a 1 1/4„ minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame 9do3 alIA FL17499.2 R8 10/09/2023 SH Window 185 SH MI Window and Doors Non Impact into masonry/concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38)/ (-48) (+50)/ (-50) minimum embed. Into substrate. Locate anchors as shown in elevations and 2194 HWY A1A,SUITE 301 installation details. INDIAN HARBOUR BEACH, Iti:CEivEo FLORIDA 32937 PH:321-802-3591 For anchoring through frame into wood framing or 2x buck use#10 wood screws www.abdesigngroup.com OCT 2 8 2021 with sufficient length to achive a 1 "3 8 minimum embed. Locate anchors as shown g J AA#: 0003325 Permitting Department in installation details.For anchoring through frame into masonry/concrete use St' Lucle county FL15353.2 RS 12/31/2024 Vertical Mullion 5764 MI Window and Doors Non Impact 1/4" ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum (+38)/ (-48) (+48.1 / (-48.1) -�h embed. w/ 1" min. edge distance. Locate anchors as shown in installation details. W Cn 04 For anchoring through frame into wood framing or 2x buck use #10 wood screws o ILI U with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate w Q RovConoonce Code anchors as shown in elevations and installation details.For anchoring through frame r 4 U10"rowJ FL15349.1 R14 4/3/2023 Fixed Window 185 PW MI Window and Doors Non Impact into masonry/concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38)/ (-48) (+60)/ (-60) 13 minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. UJ z For anchoring through frame into wood framing or 2x buck use #10 wood screws 0 q lll U with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame h �, r m FL14634.1 R5 12/31/2022 Sliding Glass Door Builders Series 4780 Ply Gem Non Impact into masonry/concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+33)/ (-41) (+50)/ (-50) q m minimum embed. Into substrate w/min 2 1/2" edge distance. Locate anchors as - O shown in installation details. F ti For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame FL15332.2 R6 12/31/2024 SlidingGlass Door Alt Series S MI Window and Doors Non Impact into (Alt) Aluminum SGD p masonry/concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+33) / (-41) (+48.2)/ (-48.2) minimum embed. Into substrate w/min 2 1/2" edge distance. Locate anchors as shown in installation details. Opaque single door with 1/4" concrete screw 6" edge distance @ head,4" edge distance @ jamb, 4" each U) FL20461.17 R6 12/31/2021 Smooth Star Therma-Tru N/A side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and (+36)/ (-47) (+47)/ (-47) IIJ W .- transom jamb. Min.embedment of all anchors to be 1 1/4" 3/8" x 2-3/4" HIM sleeve anchors 6" from ends 22" O/C 0 FL16107.3 R14 12/31/2023 Double Garage Door 16.20 73 W6 Clopay N/A (+29)/ (-35) (+36)/ (-42) _ 3J8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout filled CMU with min.emben of 2 3/4", min.edge distance of 4" and min. end FL8248.11 R20 12/31/2023 Double Garage Door (Alt) 8024 Wayne Dalton N/A distance of 4". Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" (+29)/(-35) (+34.4)J (-38.3) OD washers with a 1 9/32" thread penetration into seasoned dry wood supporting structure. 11 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between FL 18018518514170.7 R14 12/31/2023 Double Garage Door (Alt) Series - , 187 5, 177, Overhead N/A jamb and bracket location. 2 3/4" min edge distance. ( )+29 / (-35) {+34.4}/ (-383) 91IV8DIV de LOT: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. C REEKS IDE heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails PHASE 2 FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A per shingle placed 6-1/8" above the butt edge,approx. 1" and 13" from each end N/A N/A and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but LOT # 88 not cutting into shingle surface. Miami-Dade approved corrosion risistant tin caps and 12 ga. 1-1J4" annular ring PO 200 08$R1 FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A shank nails spaced 6"O.C.at all laps and three staggard rows fastened 12" O.C. in the field. MODEL: Self adhesive EXPRESS FL5259.1 R32 12/23/2023 Underlayment (Alt) Polystick IRXE Polyglass USA N/A SHINGLE FL17322.1 R7 12/31/2024 Underlayment (Alt) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive GARAGE .SWING. FL34546.1 R1 12/31/2024 Underlayment (Alt) Shield Granulated Owens Coming N/A Self adhesive Self adhesive PAIJ FL27076.16 Rl 3/28/2023 Underlayment (Alt) Weather Armor SB-1 APOC N/A Install per manufacturers recommended requirements. FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A N/A N/A Install per manufacturers recommended requirements. FL19567.2 R2 9/21/2026 Off Ridge Vent (Alt) MMI MILLINUM METALS N/A N/A N/A 60 MPH EXP. C FL15272.1 RS 12/31/2023 Soffit 2T Soffit Aluminum Alside N/A Install per manufacturers recommended requirements. +31.6 ) Install per manufacturers recommended requirements.SEE PA2 FOR CODE ARCHITECT FL33919.1 R1 12/31/2024 Soffit (Alt) Variform Soffits PlyGem N/A p q +31.6)/ (-38.8) {+157)/ (-46.1) STATE OF FLORIDA R E TS N NS AL ATI N Install per manufacturers recommended requirements. FL16544.1 R6 7/30/2023 Soffit (Alt) Aluminum Soffit Alpha Alum N/A (+31.6)/(-38.8) (+54.2)/(-54.2) / i FL37824.1 R1 12/31/2023 Soffit (Alt) Aluminum Soffit Variform N/A (+31.6)/ (-38.8) (+106.8)1(-141.6) OCT 14 2021 Install per manufacturers recommended requirements. FL12194.2 R11 6/19/2025 Soffit (Alt) T4 Soffit Aluminum Coils N/A (+31.6)/ (-38.8) (+80)/ 00) MICHAEL C. ANDERSON AR NO 17305 Hurricane Panels Less than Hurricane Storm panel 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 6'span 24 GAGE MFG. N/A concrete/ masonry, 2 1/2" min. edge distance, 12" o/c max.spacing. Can be N/A (+47)/ (-53) PRIN,Z, headed screw or all thread but with wing nuts. DATE: 08/19/21 Hurricane Panels 6'span or Hurricane Storm panel 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in SCALE: 1/4"=V-0" FL16293.1 R3 12/31/2021 more 24 GAGE MFG. N/A concrete/ masonry, 2 1/2" min.edge distance, 12" o/c max.spacing. Can be N/A (+45)/ (-50) headed screw or all thread but with wing nuts. SH&'ET /� FL17147.1 R5 6/27/2021 Zip System Sheathing Wall Sheathing Huber N/A Install per manufacturers recommended requirements. N/A N/A /11��I CONTROL DATE 06.191021 JJJLLLL BILL OF MATERIALS REriSI7Pl5 REV UESC.:UTCN G� ITEM NO.; PART NUMBER DESCRIPTION MANUFACTURER MATERIAL A'PPN=] RN rr t`RlPnnl. odic bP➢rT'ATl SflFF? AI PHA Al I IM+NIIM INC, AI I lA9JNIrM 3fil6+l?R ±: Rf'»IFn W'1TFS. F. ,i• =vC rlFTal C 19,%'7:7�"7S RI •' .L. ;LU Ia:;,.� S �. 3 ,-".';U u_ 2_ : ;,',. '.c1' L :, F CHAN%EL ALPHA ALVA3rNUA4 INC A.LVM NUA1 31054128 • s V r.. 3 3CH+1NNtL IALVHA ALUra1rNUM pdS; PLVA9§NUA° ;IIU's 1­12F A NO-ES: i HE I H '::r-. Ft ti P_ L 'Li 'L11D NIA',.-AC I LIRE D C COW-'Lr WIH Ik 2194 H WY A1A,SUITE 301 o 0 _ i. I,+=" L0UIHLM1AL�I I h - 1 } v,M n FRArnH NFi _ 1 e, -s: E =SIGNS AND ArII.HnREC TO FR -_P. i INDIAN HARBOUR BEACH, u u PA hr At A ; ; c ., ua; uRh. h rlI'.i A, ; IeA c>NR cvrNlNs; Is IHh f FRAVE 7NALCIN FLORIDA32937 _ + cC I'7Yd=C LIT"l 3F T A�i Cl IIT-_C7 OR CNG N1_-R OF f'C_.LII,c. hP.hYt H011'IN:'s 4 1- .-HFR� _ 0 0 0 3. ALLOWABLE STREW INN R-kSe OF 1 .3 VOAS rCT S=D IN -HE C£SIGN OF THE. PRODUCT F>i F.#F ?IJII IN:t= +'- - _ E'Y Q HEKa ' Om I t `�"' V ' - - + ,.,.,' SHCWN F-EnEIN. '.,.IIJD _OA: DU�� TIQN F4C 043 Cd=1:6 WAS USED =OP. WOCD .>;GC-UR >« � $" OTHERS e ( � .. j PH:321 8023591 p - _ +' a C, ! WWWAA#: 0003325 www.abdesigngroup.com :1JI hl i7,5. ) '^ `a THIS IS e,.rr A PA':_ �`".._,� .'�.... J 1'I II� IS T 4 LiRpGC + '� - THIS IS `,CT A BRAE.E / '- THIS IS rART nF "ti -.� TNI� I_ ,RRT .`_1F a-, P.SMC NA.CRIAL: COLS ROL_ED r'DR�A A:,JIAIP3UM 3105 1I2�. �°` '-' f IHIS IS �,P I t:ih F —'`� J' F ! RtIS.^� '^'�t'+T'A' �`�_ ''t:A Rf)f)= TRI I z i."STFM ' ,Ar + 5. =t'SP. ANCHOR NC INTO 'AWD FP.AM1NC OR 2X BUCJt. USE 1 ?/4' TRIM PAINT=D STAIN-ESS + ��..� �;�' S' •v • + + T-EL NAIL$ WITH 1 f HEAD DAMTER. 3, `- % I 4R ON OR STAPLES, xEF_F' -O DETA • A. B 3, AND E OR IUINIV4M EMBE IV NT AND ACING. u b/11" C. t7R AM1ICIICJ � Nt, IrJTG 'AQJ<31dR't/� t , E. WIT C-T ;TL. �.i3C O�TX5/ T OR '3T.JS % 'III S -OR AM .Hr RIN.^ INI D VMSONFYI:.0 CR I I VVII A SI KN!CI I I t,a?")(1 1,+'�" 1 GF 4 2"3_2 ----{{ 7='8' 4 9,•'3V' -:'9' T„P wAll n F=P -, .,FTAI C OR FVFFI'k 1T 1uNP I . ° ACIN . 7 - DCafuIUN TC$ TaT 3 fSTAL-ATON 4NCHORS Q-VLL = tNS " LED IN F y v 1I ILI n. �':.!_aPGn J^= wfT hhlCHr]P, AAhJIJ-A�'I..<-P.'S INS At I A PH INS PIrO I± "+S l : ANC HITF+*c Al l N . I ^s- 0 1-:; a .TRATF= V,TH .TPFN+"T 1—SS 17cS THAN T-F 67`, FAl IA1 PFNOTH CIF=7 RF {W+i4 (+ ° ax J- { XTE00JR - ,1 1V"ALUMINU14 SOFFIT-SOLID AND VENTED ''_NC - MIN MEIA4 sPE„=1C GRA`9-v >= G �.4 -'...-'' ; �` - - - 4 - C'. - f+ICRLT_ - YINR+I.,M CCUI'. C�ulti'�. TRC N.aT f 192 PSI, 'y � I 1111. _ /t "� '� V E r i � rc, 3, �t 1+ � 4 _ JF 4 SF_ � /.'•I � i :PIP c- I- .i: , 1 i 3i(Ya 4sBACULtMNUa7.Ctl tHrG'K IAA50'J Y - G RCr GTII CCNF'-+WANGC TO 4S V -IK C-rt'ADE 'J. "_= 1 =s c;RrATCR). I- SF= {�^J L S=F 1� `F- _1 - F F O F ifENTEJ7-.l+r"PStOfV VENTc'J?AREA:2025 0Vt2rhrEAR FOOT DETAILS C1=T'+IL E "�" e'JL3. OETNIL = DE _S t -+"JL E Uj �"a r A. D AND C $ ICE- 4 A C FND - 31IC.I = A, 3 AN C r S __ET 4 T:FSJCNPFP'SSURFAA7N++Ci iNPACTRATIrr'G a7EMIG.NPAFSSURFRAT,IIIC= NI•iP+,CTRATJNG L765JGNPRESSUREAA7iNG -rttPACTRATNJC SI C=f t = -LT 4 . SHEET c `' z 1' SEE D_T.51L D W Q 0 12" r t54.2PSF rXJ,vt t38-4PSF AJA► ±3i.?PSF vcux sv=fHA I .-RHAr.;; q m U 51 E= 4 A4TgUEF±N frOVJWiJAN's W'N`N d4$7YtLL-r'�+NJB'JVEAr44RJQ M+h�/r'INSTALtF7 Ni e"1'QYERK4M3 12"©1/EAJrT,4a'VG INSTALLATION IJETAII. t6"t7VELTtIANG INSTALLATION DETAIL 113'" MAX Q.__ W 24" OVERHANG 4 0 � 24"OVERHANG INSTALLATION DETAIL — e FF SIGNED' D9?3 t112? SIGNED: 0 9121/2 0 2i I v4t111JIIIr ALPHA ALUM NUM ARC. 5 FL �r r 1 1�,.2` Al �710 DPIREMIE Uki R ROW 9' C, *�.'�k SC1EN,� '9 o �aNDOLMIiks2s�9 ~4v l' 16" AIUMINUM SIAHI ,�`+•'�"� ,b" ALUMINUM SOFFIT 4TATZ F C!CANNEL t J J CHANNEL ?RCFLES AND NO-r-S { � 45-ALLA,TIC/N DETAILS OF � r ifiASn•N 'n'uc rx_ Vie. `:ct ORICIP"+�` 7R.cNM: UWY.tc. NL; r •'•.r"CORtOq;d��,.� -A=_-E OF CONTENTS v.L Offi-az19a c f�fjf�f�MAtr � V.L. D8, 02198 C ��1,nA�'S OIVAL E��sti' � Ili t tiHE: NG. UES::sI�II yIJ ^aIt NITS. a4z :.3/D5/13 ��cT1 OF 4 111 allll s`✓'tE NTS °'� Dg,f05/13 .JJET2 uF 4 IlIt7d l$1144`+`� � U,i Rl)9FPTr lOM0.S F _L IS R. Lcmas P.L. �. PROFILES AND NOTES; L:RG13 TvifM�ASPE L'J6 R. Lamcs P.L. raaarm, rn-r�rn^7=,r+rcvNrrrr.r+ r a, !dtn .G19 iia'rw'�ExM"^FS?+Mv+ 1-W gY')FDRD R�lE415GVN.LE hG+T,i',7 44 g :Q 2 IN,- LL4TIaV :E .L5 AND COMPONEN 5 ai.-sasiex rtn �xgsp. n FL Na.: 62514 W Reviewed for Code Compliance universal Engineering Sciences R titC�Yt, -� � ftEY51Ch3 ear aEs=Ra=noR rr n: ^=a,^.-'- - µIN r% ' 1 /4^ I-t M N++NI U NAIL Rn� Cr.rRcmr.N PAT- 1/4" n=ae�a- x a, tNb'-UNLN) �, 4V/:'I,`1F.' P'P." I)UJ.1F h+. C RI'Vwn A:TFS P A• 6 ANri I'=TN C C.R/17y'TC:1 4:I. SvBD LOT: R-WELJ vu:IL'S .. U t, ANQ JLIP.L 4 :55�.,,._U�. R.L. - , 3;r4 TF+It.f PAINTE7 SS NAIL N, �tib I-) PE:+ PANE_ / V+,.5f1L -EAD IAA±-ER IOI:AIF MAX O ;. I r ,' , CREEKSIDE 14 r:1/4^ ?OMN 5TAPLE PHASE 2 PhK aI,P& ' -' I H I LOT # 88 =P,AME 3U -DING `' I p,`u' MIN , ,r...,�., ?Y O-H-E2S "�.� Ley UIS AN... -RAMI HI I I'l?'9: F- F;Aleh HlJn I7#IJ8 _ __ PROJECT* + ^ -HIS IS NOT eN HW"4C= \ _-`' �4'` 41 11 " 04321.200 088R1 / :Y a3THERe B T-=R5 + = -Il a IS ,A 1 _ _e CiCK + TI ,.1 t#n ._ THIS 5 .;1T d OPa4CC -'���. `J '1115 c N'0- A. 3''L'lCC �- `;Cr- TRUE' ;Y�.aTLv1 `'-,..,�.. \,`rj IK y'. WODELr ` { _ -HIS IS PART OF �`- j} VEI Q a 1 _S JY THIS "ART OF f O T=w � --�t ! Rc:.- -Ruse �TF�r �-___ _ � � � H' .:ITH EXPRESS P.C)i7F TRIP , - �`2 f DE FCIRRNO 3TAr. ,18TA0l AT.+tNJ 1 p, Ii C_ T, 4v'CAVFC04,AHVFI,AAN)JVRUSON 20 ,?VF..RNA,VG I r I rt �''�''T FE:�.IL' SHINGLE fAlp GARAGE SWING: a.'4'v1.4 GRQ'±+N S-FECES + fIAI ���{`�r 1 Nl�f. .. TIIC ..:; IN D AMSOND; PATER's PAGE: I 1 1 7 t DETAIL GI@ 44 11.. �I`, +°� ', � �_j•� /� ,,,,'n=. E1TERk7R �1 �r f I��� p { rll � MIN V,'r?3L�PR.',+diMG tN.'+'TflliAi'fO!Sl �,- SEE S>:- L.J �i �� i - I FUF�fY.NC, DE ,^.ITS DETA_ r_ LETNLS SF' \ FF S-Rip SFF / r J 4 I EMBED%AE,<T wrH., .^,HANAtF! i7i A.. 4 rND G SHEEI 1, :w -f3 P.NI; t_: , Y I 4 f'IFTAII S E iTAII i11 % NERVEL'N L wJu __ H LI 9 SHE-1 •• SHh-I A B 4NLr C 5HEET 4 Y __ 1 / 4 2T.APLS SHEET 4 +` h ``-{, 1 f', f 16' OvERHA L , SE-_ DET++i_ r : �1 SHEET i `- 3,4 x1/4 t CROWN STAPLC + I »f11/EANAhifs rNSrALLArfON DETAIL DETAIL a '` :s/'�' ' "" F 60 MPH EXP. C !&'OVERHANG INSTALLATION DETAIL , .� i ' ` OCAT- (I', AT EACH CIIJ00!= it- 1!" Is;.:s f; W04,7 IF'PAA�7r: TA,,�TtQM t•l W'F 01ANIVEL AND 6TAPLEu^ ��_ 2= ;}vCr11A,h1G - I/4" FASCIA UP 1 3/4"!7,/t -IM FAINTED Sw NAIL \` ARCHITECT S,%i+" NIN W.:,;IF^ I-=n] nL;MFTF; 244OVERHANG(INSTALLATION DETAIL InGF UISIANC y GCAT_D 24" NAJt G.C. 3;g 3:71#sN STATE OF FLORIDA 5/. - M114 DETAIL€ STAP_C I Ew3Eu _-rT wrx�nFRAurnrc:mtsrAJ Aran+ DETAIL F MIN FASCW AVE STARE P!AV-*V FA ITERh --.. SIGNED:09123/2C+2' FTrF DISTANC= SIGNED 09.+231L121 A_PHA ALUMINJM INC. �N��i111l1tt,7/A� , ' AL.PIIA ALUM NUM INC. �ti4141tJtttrllh �ti\ ro 1R. L p if�� I --�1� 1710 PREMIER ROW `\� R.. t�]+Il f 1;01G PRLUILR KOiN ,^�- '+." •E�- F ^, p97 I ! NFL ORLARL+O, FL 32809 may•• ti9Et'1+5• � O�_ANDO. =L 328D9 `ti.+tip +4 _� MINiNIUA X , I • y '' _ OCT 14 2�2�/ 16" ALUMINUM SOFFI- *• p 6 *� OF S UK NA 1,. ° t IV AIUMtNUM SOFFIT 4TAT c 5, Lti)VI_U 24 MM. J.C. � q �� �it i INSTALLATION DETAILS ,o ��F -Zi, MICHAELC. ANDERSON INS"ALLATION DE"A L5 �,� TAT OF eyr+ S-UCCO Ff' 31 x ` -' �+P W. rciaxw rrJ,n uo m ik,-'�LOR10'r;•vC ;3r vTl lEf,. _.� '''. (^} aruv,N: orlc t+o. eEv ' CO,Rt'D�•t ti AR NO 17305 vd : Da-I}x19a t'�`�IOkAL ' `�*� MASOv /.-0NCr<ET_ '�F DErAll0 V.G� NTs r= �s D5 is a8 T48 OF 4 O ��siI HALL '� NTS �"" G8 05"' `:"'""3 CIF 4 fl1IJI1d1I1�4� 3Y CTHER,5 MA:SG?JAY�CDAtC'RETF LNST:4L.ATIllter / / / I"G'PCHAIVr€J AAVIVAILS PRINT 08/19/21 L 90GERTOLnUAIS?.6 fIEFER TO NOTE GJ=OR cMBFDME?dT R.?8:PT710MAS P.E. Lj-s R. L3ML`S P.L. rWKW..7FOFWRo'51"sw"S,mc2m•a Luis R. 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C O'�- \\\ 6RSiT�� tK iRaN Ntlt KIJ'! ARCHITECT' .6srsRc STATE OF FLORIDA WA1t FR$CFp ` YKIM YARI Faat/y -170KF'17 f6E R1✓tfb st*AN TA,B&� !2," /�^ !;' cNANNQE� - . MAX. Nr,t se- FAssGk'L+CS _ . ��RAciK� ptsttt,hlitirprrrlr _ _ - �'9M>: LAVE witsTFl UNLIMITED AT SAM-L-vr �5- G , - �: �- (In. l£234 i rY 't' x MICHAEL C. ANDERSON SacIT Ff7,Q 1s/rGEAVr-s INF. i~y(7F-J$IfJR CEFFIV�t --1:- ';; ' o J r-Of r ,� .� 0 ;;i1 AR NO 17305 PRINT @1 a:,kea'ves 11.E. �'- Struttur8llt C2[ FIOPzd3LxCC53e#i9354M f dK DATE: 08/19/21 SCALE: 1/4"=1'-0" Hit Enginaer[ng, Inc. fif#7E .� xoai I f i� eCiNO �f0"ctra8,3 ?gFw.f'/_ Lee e mr C1IWT VA_+2t 1 7� ts.. 7 rs t SHEET -- •& --..-_�_ HY• +4 !4' GY�S , t'HOJECY'tLLLtE VA er-oRM ,;aF1' tNNta JaA CONTROL DATE 08.192021