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HomeMy WebLinkAbout36330 Garden Wall WayWAITITR A. TTLLIT; rlt., P.E. /T_1L _ I EC0 iNC. TILLIT TESTING & ENGINEERING COMPANY PRODUCT EVALUATION REFWT DltecD472s01.rnm NL P.B. LIo,iW Yp. Y I.i7 PL C A Liu—N- 0XV61IP REPORT NO.: 20-0728.01 DATE: Jury 28. 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Pro ao ko"YgdW* LLC. 4800 S.W. 51 Street Davie, Florida33314 I. PURPOSE -Of -EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professlonal Regulation. This product is being issued an Evaluation Report as described heroin, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify the[ the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Its limitations and conditions 2.EVIDENC€ SUBMITTED: 2.1._PRODUCT EVALUATION DOCUMENT CF.�,D,); Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit. Jr., P.E.; dated 07128/2020. This drawing Is an integral part,,0,A IlsrF Evaluation Report. \�P1Y,R A; ke ,,, SF''•:9 , _,____*_N__ 5 . No 44167 .Fin: •- c.\ e h355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Y_RODUI1XV:ALV AUQN! R Er T REPORT Z.2. TES : S Large missile impact and fatigue load tests were performed under Protocols TAS 201 203 as Per section 162fi of the Florida Building Cod e. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc.., Reports it 96-569 dated 08109/1996, #96-570 dated 09i18/1996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond. P.E. and Report No 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem. P.E. Tensile test report No. DCM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2,3. STRUCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storrs Panel for maximum panel length vs. design wind load, as well as maxin)um anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-. dated 11103108 and 03il2/15, signed and sealed by Walter A. Tillit, Jr., P E. 3. MIS$1LE IMPACT gESISTANCE. Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS n$MTANCCE,; 20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15. 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E-D.). drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18. 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16. 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176, .............." s _ tP.•'\\CENsc '• 9 -� �'{--44167 r-4� ,it&br * : * STATE OF x SS'......... 'MINA lI1I11 WON GENERAL NOT 83) W CUE nut PHECA:T STOW. OR PRrrAST CONCRETE PANELS STUCCO ON *DOD BOARDS BE POUND ON ,HE (Y6 _FQR . 20- BF4E_ TIIIBL116rML_ITITIZI, ooft FAT" EXISTING WAI.L. ANCHORS 5w41. BE LONG ENOUGH TO REACH IM MAIN SIRUCTURE BEHIND SVOf PANELS. • STOW PANEL SHOWN ON THY PRODUCT EVALUATION DOCUMENT IP[O) HAS KIN VERRRU FOR COYPUANF.E IN ANCHORAGE SOMI BE AS MENTOFKD IN 9.1) AMC W 82)_ ACCORDANCE WIN THE 7020 (7M EDnON) Or THE FLORIDA BINDING CODE 110 TQlxfE UA W'QOD )MIN. $PLUM. lsium .n._.9. ANJ DUST RAND LOADS SHA,.L BE OURRMINED AS PER SECTION tWOOF THE ABOVE MENTIONED C:OOE. - 1/4-9 TAPCON ANCHORS. AS MANUFACTURED BY II.W BVEDITA, INC FOR A *AND SPEED AS PCDVTRCO W ilrt JINRSOICTION WNEYE TNilC SMIIRtERS Wlll 6C WCTALLE() ARO - /i4-10 PANELMATE FEMALE IO AND PANFLMATF PLUS ANCHORS, AS M,10-4AL'7URED BY ELCO CUNSIRVCTION PPOOUCIS FIM A DN(CCTPONAUTY FACTOR Nd-0 65. VSINC• ASCE 7-16 AND SHW.L NOT EXCITO IK MAXIMUM LA S.0) 1/4.9 NAG SCREWS PER N D.S. atMGN PRESSURE RAT04GS INDICATED ON SHIFEIS 7 NRU 12. 14. 15, 16. T9 & 20. - 7/1e'0 • 5/8' WOOD BUSHING. AS DISTRIBUTED BY All POINT SCREW, BOLT A SPECIALTY CO IN ORDER TO VERIFY THE ABOVE CONDTON. ULTIMATE OtW,,N (AND LUAM. onrRA1WCD PER ASCE 7-16 SHALL BE TOM REGV MO TO AS O DES" WINO LOADS BY MILIPLYFFIC, TNFM BY 06 N ORDER TO C 1) MINIMUM nWCADPfNE1RAlON INTO »Y)OO OF TARCON ANCHORS SHALL IE L 1 1/2PLUSAIC T' tpR ELCO PANCLMATC PS UM W IMALETHAEA COMPARE THESE W/ MAX (ASD) O(],IGN PRESSURE RATINGS INDICATED ON SHLCTS 7 THIN IT, 14, 15, 16. T9 6 20 AND FEMALE 10 C 2) MINIMUM TT{READLD PENETRATION Of LAG SCRITI, WTO THE WOW FRAME UNP SHALL BE - 112- NO NREAMD W ORDER ill VERIFY 71A1 ANA-140R5 MTARS PCD AS TESTED WERE NOT OVER 571ESSID. • 33t WCq[A5E W AILOWABLL'. PENETRATION INTO STUCCO SMAL, RE CONSIDERED AS PART CIF THE REOJN.Ln tHREWCO PENETRATION $TRESS FOR WIND LOADS WAS UM USED ,N IWIN ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERWNrD N ACCORDANCE WIN N.D.S. Iota C 3) MINIMUM EDGE OSTAWE OF LAG SCREWS, NIO *000 SMALL M AS IWMJITCD IN THF, URAe NC STORY P,WEL'S "OUACY FW IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED W ACCOROANCE WITH SECTION 1626 NY ION D /R* 1' N) ANIA.IIM PETN[1RA71(M1 O *GOD flUSMeNG SMALL M $/B' 1/4' •-20 SCREWS USED SHALL N , 1/1' L01.G YNIMVM RIE ABOVE MENTIONED CODE AS PER HURRICANE INGINFERNC 6 TESTRVC WC REPORTS 9e-S110. 96- 570 * 96-T30 AND -20 FENFSTRATRW TESTING Ve ,NC, RrPrAM 12032 6 02126 . AS PROTOCOLS TAS 201. !AS-20? AND TA3.203 SHOULD �ETR AND MINIMUM FOR WALLS NO 57 AS WELL AS NMERItW ZEST NAB OF SOUTH FLORIDA REPORT H)219.01-p9, AS PEW TAS I01, TAS 202 ANDC ST 5) W CASE THAT PRECAST STONEW .. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD somos K rFXD ON THE E%ISTWO WAS 70.1 STAND111DS. WALL. ANCHORS SHALL of LONG ENOUGH To REACH THE W* STRUCTURE 8ONND SUCH PANELS 2 ALL %LUMIWM n(TRUSIONS TO BE 6011i ALLOY AND TEMPER. (UNLESS OTHERWISE NOTF'O) SEE SNRT 2 ANCHOPAGE SMALL BE AS MENTIONED IN C.1)I C.2) IT C4) 1 ALL ALUMINUM SNEEI MCIµ USED AE CLOSURES SHALL, HAVE )105-H14 ALLOY. (U) ANCHORS SHML BE INSrµIET) FOLLOWING ALL of THE RECOMMENDATIONS AND SPECFKATIONS OF THE ANI:MON'S MANUPACTNRCR A ALL STEEL SHEET METAL PANELS SMALL HAVE `.: TRUCTURµ OUµM STEEL. ASM A-653 GRADE 30 MIAMW, O-bO W PN+f:S MAY ALSO BC WSTALIO NOR17dITµlY FOLLOWING WSTµlATICN DETAILS SHOW ON SECTION 3 iHRd�GN 10 (SHEETS 1 GALVANIZED STEEL CFSIONAnON */h•. 565 A.I (AFTER ROLIID). IHAOUGHI 6) IACfP1 -w,, MEAMRS M 6(,D SNARL NOT TE USED 1µl 5rAC1A•5 TO sTMNless s*Er1 3w oA 11e Ms $ERROR rAIRO"RESETAM cDAT[D CARBON .l LEL AS PER 9 IT IRA S.,A,J eF r RE. r T ILLY f I < FyoH,$,ylin• D< THE CONTRACTOR o YE T•E wuNDnas o< HE srmxTJR[ WHIP. 1 TD IK SMIINFTF3N _ TE ION I SLOES W/ SO IWI YR:IO STRENGTH MIO 90 FW TENSILE $1RENGTH 1 SIIµI COMPLY W/ n.OwM BU40WG CODE ATTACHED TO NSURE HNI.WFR ANCHORAGE THIS SN'J11CR SNµ1 ONLY BE ATTACHED TO CONCRCTC. BLOCN 0R WOW FRAME SECTION !•I I.I. ).4. M14oIHG3 6 SOLIS TO BE ASIM A-307 GALVANIZED STEEL. OR AM, 30, SfRNS SIA,WtSS STEEL WITH " N,Ii WNIMUM YELE• D 1 IRA 0 [ACM, REGULAR ,JRY A WITH N T,NA - T '-•' $ REND RCO 51 YEl 14NOW, OMFA e" 6 HgOLpMI IT . AS PER SECTIONS e, e. 9 a 10 ANC µTNNAMf1 sw, I ANCHORS TO WALL AWL O< n)LLCJRS 9W A IOW ON SHEETS 5. 6 6 12 RESPECTIVELY 5441 HAVE A LEGIBLE AND READILY V1511AI MAR.ING ,NSNURNG OWNER OR AS TFNANT TO SECURE PANELS WITH APPLICABLE NIEWFORCFWNT DURING PFRODS Of HURRICANE WAPNINC OA ONLI(CTC INSTALLATION ON CONTRACTOR R S O SCAREMILIk ALL STUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS fbN1ACT WITH 9..fJ0 .i'DUBED_L n n D T r .'* TA - 1 •'9 i N f' .. / AP/6" ANCHORS MAN.R AC I W BY INCIN(. a 1192 Pr,) THE BIASEWNC TO DRCVCNt WIND/RAW NTq(ISON. C INC.AN • I/4' • . 7/B' (ALK-IN .Ww:M,ORS. AS 4AN(M'ACIURfD BY OEwALr . (MITI I'E.)OD) p.. I,) W, S ARMED DEW. - 1/4^A , 3/•' SC 1 -Sr ANUMORS. AS OSINIBUIED BY All POINT SCREW, BOLT h SPECIALTY CO 12. STORM PANELINSTAILAnON NHALI f.OYP'lY WRIT SPECS WUIfAtFU M THISDRAWINGPI VS' ANY Bu1l1XNG AND ZONING RLI:ULAIfONS (M,n. 1<-3000 FIX"-) PROVIDED BY THE JURISDICTION WHCRC KRUP IS APPLIED in - 114- To ►ANEUMATC FI A4L d) A P,U I MATe M kn ANCHORS, AS' MAIUI µTIRED BY ELCO r,ONSTRVC1101( PRODUCTS I % (0) THIS PRODUCT EVAI.UADI tA) ,VKNT (P R O ) PREPARED BY NIS LNO.EER 15 GENERIC AND OOPS NOT PROVIDE ,MORMAIHIN (MIN. 1.< &L o P.. ) 100 LPL PROJCL•T, A LPFCPYC ,# WHERE THE SIDE CONOnON: FEVATr FROM THE P E D - 1/4'9 Cr TAP -GRIP ANCNIOR3. AS MANUFACTURED BY 7Ru- AS1 CORPORATION (Fc-3600 p.%0 A 1) MINIMUM FMRFDMFNT OF IAPCON ANC TORS INTO POURED CONCNLIE SMALL BEI 114• 2' FOR PAWIWIE FEIAAt 10) CONTRACTOR TO BE RESPUNSIBLE (OR ME SELECTION, PURCHASE AMC WSIALLAToN NCIUONG tYE SAFETY DF NY PRODUCT BASED ON THIS P.E.O. PROV6,LD nE„A3HE DOES NOT DEVIATE PROM NE CCNDIIIONS DETAILED ON NG DOCUMENT 0 AND PMICMALrE PLUS AND I 1/4- FOR CF TAP -DRIP ANCHORS CON5}AUCRpN SAFETY AT SAIL IS THE CONTRACTOR'S RE'LPONS011T• A7) LAI(-W • SOLID -Si ANCHORS STAL HE FMPUDD7/e• HIC, i NE r,O1NEG Ew u CIE r0 EMBEDMENT INTO {() T HPRODUCT EVALUATION DOCUMENT WALL fir CONSIDERED INµXJ N MODnED STUCCO SMALL 0E PERMITTED. 1/4' a-20 9dILTVS USED SNIAIA BE I 1/2' LONE MWIMVM LNWlO S1TD(Uq EX151, NO T' MNIMUM FOR WALLS WITH NO STUCCO. 440 MAY BF 11FAIUD SCREW', INN AL: I..PITADED SCREWS */a 6". Ld) SM. SPETIFK PITGACTS SHALL BE PREPARED BY A fLOMBA REGISIL'RED ENO,NEIR OR ARCHOCCT WHICH WILL BECOME THE NOT WITH WING NUTS ENowait or ILECORD (i ON) FOR IMF PROJECT AND MOO WILL RE RCSPON•.H&E FOR THE .ROPLNI UST OF IMF P.EO. EINON[tR Or RECORD, ACING AS A DELEGATED D1GIN(ER TO IMF. A 3) N IC CASE nAT PRECAST STOW. PWCA31 CONCRETE PANELS. "VM. STUCCO OR WC11D DOARDS BE FOUND ON Till P E n CNGWEER SHALL 9LNYR TO THIS IAFTER THE SITE S,,JrWK CNAWWCS FOR REVIEW EXISTING WALL OR FLOOR ANCHORS SMALL IF LONG ENOUGH TO REACH THE MAIN STRUCtURE DEPIND WCH PANELS AFE140RAC.E STALL N AS MENTIONED IN A1) AND N A2) (0) THIS P.L D. HALL BEAR THE DATE AND OIONAL SEµ AND SIGNAI'JR, O IKE PROFESSIONAL t'Nr,WEER (RAF RECORD THAT PREPARED 11 (0) ID FNI<'nef. EXWCBF,E ..GG.N'41 ASTM. L-49 I. SNLRIER MINA/FACIVRtR'^, IABII LWI RE lUU1ED ON A W(AIt♦ NS,BIf lOUTXN Al SIOAY - 1/.' • TAPLON ANCHIGRS A5 M.NUrACtUR1EO bT' 1 T W BUiIOEx. INC. PANEL SHVnrR N AO:ORC*%CE WIN SECTION 170993 OF FLORIDA FIUR.DWG CODE. ONE LABEL - 1/4' a , 7/8' CALM -IN ANCHORS, AS MMNfACTURM 90 DCwµT INC (YID 1'<-1500 p...) SHALL RE PLACED FDA rvrm JPININO IA9n Wf TO r0UM1 *,IN SFCIION t7o9Y2 of THE . 1/A'e V Sic SOLO-srT ANpORS. As M_IRI/UrEO BY ALL Pow. ,i:AEw, BOLT a SPECIALTY CO 1'IORIUA aV"WG 17.OM (NTH 1< ,TOO 0.1J NY LVA*1NG SMALL ONLY BE tTSED TO /14-10 PANFLATF FLMMAt V AND PANELMAU PLUS ANCHORS. AS ill FAC'TURED Br ELCO COIKiWl1CT1UN ME, OBTAIN PERMITS N 111E STAR OF ROaOA PRDDUCTSfAF 2ANCNORS. 1/ CF GAIP AS MWVtACI(RT"O Bl TNV-FAST CORPORATION NAr�\'\ti9 A.. TIZ' 4, i 01) MRNUY EMBEDMENT LN IAPCON ANCHORS. ELCO PARELMAFE; AND Cr CAP -GRIP ANCHOR. WTO WE CO Ry� IIc FLORIDA BUILDING CODE (High VelocityHurrIcon* Zone �' 'LOCI Ulpr 91Y4L Ix I 1/A •. }' ,•' .x7o A1Lm +N 20 GAGE GALVANIZED STEEL STORY RANEE ry - '{ NO. 4 167 '; 971 CALK -IN 6 SCT01 SET AKAOPS SMALL BE EMBEDDED 7/e' INTO ME CQNi BLOCK UNIT No [ £----------------.--- _ / --_ -_ IOLC(� 01/P4/R70 INTO SitKC4 $PALL M PfAWrnT) [/•• I-20 SCREWS USED flWl BE 1 1/2• LONG YWWUM SFIOUI 1. / AND ,' FOR -v,. : - GLOBAL PROTECTION PRODUCTS, U.C. art EXIST, MWAII.IM WADS WIN NO STUCCO- % t.p. STAT ar IL ECO N-1.a,TP, -- -v2-,.d',:.. .16-iF.,.,r9W,e+.. nw rw* ta.)sea- r..a iw'YIinL)9n-en: 20-176 ,; •F''•. <OR OA •,••~ 'Sl *,;0/ONh i0 !•J1ruMnN.r/wIE . To A00I,II',,iY.. PE - -- 7 wa- NI 7N .... _ _ I_ ._-_.-_-- ____ __ INSTALLATION -PETAILS FQR__RE_QULAR PANELS', do INTO_EXISTED_ POURED CONCRETE OR C_QNCRETE M_M_STRUCTURES oalmE,ex-oE (Us 1:,COUM ON WORei MIMe>A►_ I (i.M�[In 6 1MagN0" B) 1 �, coK t ANC„DR5 (MI S"M .(,1N SHrn3 a ,4991OH e) - ED F I1.G POVRfU I 1 cDNFArR mwHeu. -'' 1 \ ` SWOM I, n.1o112M 4) CONCRETE --own -\ 9`41 E 9 TMPfµOIZ 9) :-� «OISN'CPCfr�Rr10UME6 (_ y� ,�� ,T " /60.- , �,• "S,,,.- rn J Lr=C I,q' T.1 , M..- ....#'M,'Ti: - lT' •` 'I' 11 " E , .. sMs 0, • o'ai�' / -- - 11 'M. ._ ii-- E Iw.. ISa_au DM ?.G '.CHIP E 0. 1 \ wa ° , 1 ai O \ I -® ( -- tN sTNc POURED n � g D °it , ; I a.f concRErt REOLIREn 1 �I�.. '.\' •`:1 �" 1 Err^::: 1 i 4 7.WIMLIR' �f I 1p1J!]: A NwW� . b NEW i I) O N I 1 I 1 IF ! I TV te rV. ,1"A- ,POP iMb.TEA 1 1 m BEAN 1 swrN -/ I / RAIe (� Y�I(ew 1 1M1T. , -1 I WAA i3O R At I 'ttaN SNOF ! _ ( t t ,-*a • { roR r, rNW..x +/I ,Pal R0011 I G I I I ,0 94N. I. V, I 1 . - NM[ I : y IRm^E'S.-I I n y I 1 R 1 1 C: 1 1 z I 1 f GAb r} f I I I 1 I O 1 I 333 t I I 1 `_I I ) I 1C1 J 1 1 S ' - I f 1 1 11 I 1 L1 I `� i I I ,,++ Ir4 I p I I I I n '•. t ( i I 1 el I ^ 1 CNN 1 I , 111G e 1 FIMM, 1 4 - -'-j I F%FSfING PM,RCO E 11 I( 2 - 0 i4orry.' ) °D I��IEM((� e E I I I D 1P Ill. OC ��B•Iw]�v CONCRETE OR I , 4 Mn • I 1 1 !. EXKRNG POUREp I CNII ICPOURFV I OR E CONAM. BLOCK I I I,4RY sTIA e W . RTAUUICD , I FF I I CONCRETE OR - CONCRETE . CONCRETE BLOM I P oc ( _ ltl , .. .... - REACHED REOARED. i/2' , (L 1/2. / '- 1• M'A.J 9. L . j _-� EXIST IquRFD, W p n �p( CONE [ _3i.'- 1RT tM ._ T' M•n.•- AIM P R'T El_- w,c 'I- C rff A. WORM !1. 15 REQUIRE. _ -[ 1) ;N, ".0"X,1 yG,,Z-I,)�O C, ` "M COAt1KTt uNClcTR,aaTe wx:1.OR5 .4'�iii'cZal y/� sax D10.L S,w '•-A a"'. 4" 7O �•+ (uL scH1EOVIE a \. (SITE $040 1 ON .:.. ISrL SO.(nln(a � fa.I- Ms a 1• .t o.I SKnl a 14`ovuH N SIIO:TS ■ TMIOV0. eI S+(71 a TRRGUG,. 9) 2rcLTl a THaa9.H % WALL MOUNTING CF11INtiAgJjJn.. MOUNTING @111LDSMY"Tlilo ALTERNATE BUILD OUT MOUNTING I SECTION 1 Yµr 3/a." SCALE 3/6-,' S'CALF 3/6- I' SCALE 3/6.1' T 1 I I I9 E.O. - EDOE DISTANCE N (SEE SCHEDULE (m _ O -�o.°M _xN1 `_ ; 0 SHEETS 6 @ 9) c WA.A f i I : 4-.VW.e NOTE roH CoMRNAT)ON of gCT10FLS: } I ow e i (46 - I IF 1/rr 0.c FM, Ii L.,, j yIM TOP & BOTTOM MOUNTINGS CAN BE IN ANY NAY Io SUIT ANY 1AI1M714N \.P'-T,01I INSTALLATION 1 ` e '• Ex ST FLORIDA BUILDING CODE (High VallocIfy Hurricane Zone) CONGRE'C rI. RCW.RCD. -- CO _ gplo.R /1wORa - 2 * . y 7 :ATo sloe. K. . P = : * _ ZO GALE fiAIYANIZED STEEL STORY PANEL aWN IT, * `SHsIa , 9; ' :1'•. TATE jF- E IgI�L PROTECTION PRODUCTS. LLC. ° /Ill, an 2`r(t'. 0Rrox IL E C O INc. .eao -%SECTION CEILING MP FL-00 2A 1R. el Sinn rlWi TriTW6 a INN4..rXN colas WAX- n .114 '`'.,s/ NAl E (( K lv',� wa" u,M .PHW (Wg0W-?W. I. (".)FIN -a"? 20-176 L,______._______.___._. SCALE 3/6-•• ,,, -••" / - .,a rN.1 ! -•YI oNgWM .,. M41.1Wt* LA o ?'. �'r . __-.._.-_.-�. .___..-_ .__. _..__.___ _ -- ( 9FN..'WOIAtUN/OIR *KIIR 1kL1 ,R ♦ 1` MIT_-"a_1 _ _ _ a . ,. eT _ OIRI . I Ie.. EBL)1)UC1E uAT'lON RFPOl2'1' N0_ Z-irut,pl 1 T AL iS C 6. MA CTER TI SAND P ERA �HARA S_FrCIF1C:ATLQN$: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND OQNDIRONS OF.USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7 3. Product shall only be installed into poured concrete. concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A- Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). �a`�1F,P N- T1441��,,, T P~ \\CENSF ✓A, 1*i --'.* '* 7,'Z 'ZET' STATE _O�F ,�`�. E '/fllfi A11111V13 WATU D.t TILTECO AOMON RECORDS I P. E. REPORT 20 l GLOBAL PROTECTION PRODUCTS, LLC T 20 GAGE GALVANIZED STEEL $FORM PANEL%DRWO 4 20-1 78 1 REPORT 4204726.01 CiU INC. TILLIT TESTING & ENGINEERING COMPANY WALTERA. T'IE.I.IT, M, P.E. i- 11R U -U-Cl.EYALU,&nQN_UrDM REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 15100-LProtentlon Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 tiltl�o(duaol.c,nn In./.r 7,1(NM4 NP 44167 IL ,.A. L_TX N.1. 3106119 t_PUW0SlE QF EVALUATION; This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 10 of the Florlda Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Cod i u g e, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affact its limitations and conditions 2. EYIDNENCE SUBMITTED: 2.1. PROVUCIEVALLIATION-MCUMENT (P.E.D.): Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.: dated 07/27/2020. This drawing is an integ�ahp�NL 464,ls Evaluation Report. AT`�tV ,.,,Z(/j''!,, 1: ` 4a 167 /go-$' * * ___ T! -S "ate'.; STATE OF _'oC L 6155 N.W. 36th Street, Suite 305. Miarni, Florida 33166 -Phone. (305) 871-i53�`�Ar)4t bbt�,89�I-I531 �QMMMM�QNENTS FQR REGULAR & LIFE-_5AFETY STORM PANS (SCALE 1/2-1-) - 15 1"' (101µ WON) - _ 'IS 106• (TOTAL ROM)-. ._..._-_--__. - 12.500- (EFFECTIVE WIDTH) - • 6 1/.' - _ --, _ -. .._- -- 6.T50' .--_.--_. - , 3r10' - -1 W, -. .- 1.350' . 500' -. 500• 1 ' t - 1 350" - 1 � G.0]e• MIK!ED 11eLSR r-1.3- -. (� ;s iP; ASTI, XN'A-4 �i 0036 11RF.C. M/[AIM[o° cRnoF so HEMYF01 .• t/�•` !- ; •. �:T 2.867• 64VAM7C0 STEEL EWE • • 2.ea7' L-aC OµY. CDLr 2.D00' .2ii' _ „EIII,QU 1YP \ AStM A-e5] r - 2.000'-' "� HDAM[D TW. l I . , -EDGE \ GRAM 50 MINRA H MAIL A . ELIOF onuL A. - G-W CALV ..1 �'4 I_ -- A 45S 1 OCTAL . ar -- -E - .- I.3S0 si0- --_ _- _.--8.25W -- -_-. . Q STORY PANEL © END STORM PANEL -2.ter t N' /''''.,' f.1w 2.187 IS PAAVLY fl/O LM / f SW. .Jp• ITS• - .750• - i9 l-20,S ;a'.-20, '.-20, 1 .1Dp' 1.230' I _, .125• 11 StW ANNITD S.S. lulu N,L(lEp - -l50'- */ ,4rM1E0 fD0[. R Osaws R-O.PA' t �' --- _1 I To ANCtt a TO ANOtt • �• .. HM ,// n0.06- 100 I I 1T /T• oc ,T ,/Y o,c. , a3' - .� sa75" 093' 09J �11 2s. 2 wD Soo 4 I r5o0 1_�,�_ � 209)'sLi 139 ue s¢onAa 1 ITnMLI S' 1 4 �2 T C�.A.MFn23 " E O. J75'. ( ! Lis I R 4 375" / II.�� r�/ In" It - _. 5• Mo.- - ,.SOD' ---1300'--.i MOMETRIC VIEW DETAIL_A �/ aDDD 7° 2.oW - ROUNOLD CORNER O ENDS or PANEL'S END UP w( T S) EDGE R4 WITH HEADER O3 'U" HEADER (� O (NTs) AN>tLE 4 ANGLE WITH STUD 4 ANGLE WITH ­11 YAM REYERR STUt2 , WE Dr. -J 1/lA a 2/,. 374' F 93Ai M. TOP fDQ -- C96' :--- , 3 7'O- ).390' -OI%AIR .t e6'•. T ,ap'• I -,O' 1125' /.i-T0, 10, SFRer -9 ' - { 1 / 1 55 SILO RM1FE, 10 1.407',.0 . 375• .SW � i_... ".T70. IT.- 640' • ,ANGLE. t2 1/2. OC 1 I .._+ i Lan• i 1 - 4 I I . - _-_I 1063" 1.343' d.062' f,F�Oiil , 1 I S ,6•. ,TOIL I011 _ \/ �03• T U 5 SO TON Al 1 EVUY wN[l ONRLN .9SY 1 ` , ) - - �-R. 15 I �. , , � , - AIM, .005' J ,061• 7 ODo' U' KEY HOLE WASHER �' _ - z� - - - - �" ) - - O": _�� © 'FAN TRACK ANGLE 61 3/8" HFW TRACK T FLAT PLATED 0.036' (WTI.) -.OP•• WITH STU DALVANITED STEEL �- _ f �44'! --11 ` aL,JF1T�TLA F'r�`�Fa,4, 11 I r--1 /SJ../L}1.De13'( .J; .-'vCEN$f''• � lii, s7Ye I 38.9 B7S•e \ - , .. --+ J 5• t `eis 9 .) J - I No. 44167 " , * : * .: * I FLORIDA BUILDING CODE (High VelocityHurricone Zone I 150' NICKEL - PIATFO w,NG N11T s_ IOW - OW 1 BUT O v R ANSI Q ' ® K♦ETY ''' °o�S _- 2� 1 .1 pH�O�L�E� dl.Sl](1fAY 11fF Ill :✓ 2"X7"X 1 /4" ALUMWWA(OM N IIWNATAISIY, USE ANO Mr1 W~ MCNXOU lgC *AsHoi, ./ ABBIL&M. . )/6•A.3/]2' WSHrA (STAINLESS - - _ /TFL. OR wG9ri h.AIFO swrl). T TE 0 F S A •� COi�D*.�*4 r ,-- �_ _ ArONllll / �/ 4•N09 "Im. K- 20 CAGE GALVANIZED STEEL 510RY PANEL ----- , ° xRM. a //%� /W L_ IL E TEP O INC. T,Mft il" . me,rr KW. ts.i'rr,. : 9�r.•AepA K M,r tATW nl-.nI G-p..9. -- GLOBAL PROTECTION PRODUCTS. U.C. AeoA MW 61 SIIIiI ww. n .11. AHITNE HS•tde/-7sAa. PAY (il")MR; v 7 .- WEwe IHTC 20-176 otM,w9 NA r_ II. 51A/SIOMTAr/DATC __ ____..__.___.._________ ______ ________ ­­ -_ t_NSTA -TION DETAILS FOR REGULAR PANELS(% & a IO Q42kCS OEIN L$WI-VkLAnON IN POIM OONCBM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES .BL_QQK. QR WrM CAL"_- 0. PA D: EEWMF II, ,/4'9.10 s C SJI yAUD FQR-WPAAR. ff SAFETY_AND-_E-Z.. K"-SIOi� _?AN1 SYSTEM PAR[LMAR RUS w tt ,A--(NWP c1WUN[i[ WC,IOpS �11.I'u(i:'E4 '• j. 'SEE SCHEWIS ON 9W.TT 6 e N (g"T"I . NROU 1 .1 Is.G - I Yu. n"mm FDIR(D I (�(j I ' I ,a I 00"CARE I E O (:) I 1G,e � �I ' A(o,IMLD 1 C*", /\^, 1WRa� i.... r't')WI(9��I F D 1 LMA T . ..L...�'S..Y. ®m(4J I 3) .� L-- - i a t I ', I .. -"„ ri I ExLST1NC POURED I : i ' a.f r 11 .e. I me , I '�' CONCRETE OR 1 I}. oP-,I = I N W"- -I J �, p, (1) CONCRETE BLOCK I 1 P , - t n^ I NEQUHED. I I 6 _ .r 1_4 _ - _ J 1 1 ASE A j;PUNI �: I'E"' 1 I I i r TIP.° 9,.-«:.� .- I 1 I. _ , SCAT 3/16-I' .FAIPWA or n.. I _�}j-{•..2.,.• Wa r� is .o �I I CASE B (PLAN% Ii I ] .: Kn - .,-�--1 j pl _) ,•Y SCµE .1/tE.I- 4C,WM IRE 1 1 /•" . , H!r wr,s „„ - IVN .-,. P .pp ..r .0 . nEr-N'- Pw I > u MY,GAL IIii e. 1 1[1aPIaI I 3 _ Iw P vnO, 1 ,� "I r7vi�'rAw Y.,, I%I' 'I r.. 9°NM HOG' llWN i _.`) I To mAa i • ( 11: � IrmN-w ,I�.". vr* / . c+µE ' i I ' ".�. WN /w 4r I I wn*M Mir •- , I F. iuM -I N- PI ,(I� •.'('-/�_ -. . F 1 I 11I�I1' rM I °' 0 i ' I t,1 /9 Gc I i t. fIM14 PIAOEO C 0 i I 4M:/ av "' _ -.-. : r.: wn - cfwclKTE ON 4 -. ' I ! CASE C (PLAN) wcI'Tr Nx. q(ONIREU I 1 EX ONG POUNCE ant I I SOLE ]/'6-,• CDHCASE (PLAN) 1 CONCRETE BLOCK 5/I T.. , REDUMCD --i /I�- �IEk / 1hVL/'b' - a:o.n • i• � fAu-M OR M16LWIe - --.. T - - t ' 1 -3/•• .eR MP a 1' OC .P.+,M• " ,ML.n•e,In H . _ I .: rc w�.�0 w.ar K1..c .• ni O AND ANEUMTE - �1 . ,A„_. X• .-, r NA I PLUS CAI d To GRIP CONCRETE ANCKONS - (• .' I.-:. •'Q•• T (StC-Sma"LLS ON MET So"AE ON �� , . ' ~ 514n5 a A 9) SHR15 B THirai 9H 9) r�1 swE 3/a-1' Srxf .3/a-I'--,I.N..AFW. `Nfli en'oI'___ 1 '.1'.Ct' ,_ wIli 6PENNHr Eltrsr rR, a N[w I• Not AIr. vAmFS . ,/B• E.D. w EDGE DISTANCE ,i i U. w neA* _ _ ""O., W (SEE SCHEDULE OH L. iNCK NUM T, OR 1• . CASE F jpL►ft) EXISTING " S'S""", PT MYI00 PLATE $PACER I .1 SHEETS e A. 9) WOOD RANG , I f�' sc. _F 3/16-I' . NPR 1• WIDE , VARIES . LA' 1 1 / /! ALUM TUBE OR 1 . VANCS , NOT; _r�lj cou9lNAnON Or SC�tpNS P 1 WOOD PUTS SPACER I TOP 6, BOTTOM MOUNTINGS CAN BE BE iRACX Gr.Ve1Ki A..HHDIL• I COMBINED IN ANY WAY TO SUN- ANY CASE E (PUN) ../ _ THE SWITILAI ON -7 1 I INSTALLATION SCAIE 3/ie-[- '" �±.�i._- - SNtrts 6 IN VOLOM 9I I ;:RK:R COM I ,f 1 6roA,A E,w - u "'I' -, A T/Z(/lMa P .... t*'t =- cx $nNc Po raED ✓ �=.I . A�HX6--. - CEWCREIE OA "'^' w'Ar'�• i010�" N /• ,f � � FLORIDA BUILDING CODS (High Velocity Hurricane Zone ,AI VNlP A .I0,1 ro 9F tsrZ 9fi4DAt 1 T/2• MI CONCRETE 610CA' IRJ4 a G.EYIR T -X" %`100. K ulWI . r w 1,en N o n GALVANIZED P 3' Mo. RFa,AED +N4af1 ,tOK1 ND 44167 20 GAGE GAL ZED STEEL STORM PANEL ` SECTION X-X a * - �-' ���� --- .-'-- --- x SCALE s/R z S _- z--- - ��� ��.e,. �• GLOBAL PROTECTION PRODUCTS, LLC. °'/'Nn, •o =' r' � �k 16 L I E Z O m. wI[' pETAIL Ft�SPACFRS REQUIRED AT TOP OR = P'. �y��--'' .9w A. sl lRUT * tsTWo- cNml- N9 ,:oM, o.Nr. a In A 6DiIOM TRACKS ADJACENT TO STU OOD BANDS '-.Gz ' AID ' '�� n°,m e." - CCOL"K y Fr iM.i n, ' BAR�IO'R"... ANPNI (b•Ten-Ts, PAX. 20-176 ! .....•• , a• -•__ ti 4Ar w GRAWX ry NEB 1 AL A/LONAnIN[/MTr -DR,- „,Oit'fN • a.0 • _ Nqn . of -1 MIIY4I r. (♦ t 7 I _k IRA PRODUCf-EVA1. AI'1 1'N U-ORT- N0-20-VM.02 2 2.2._TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330 Test reports prepared by American Testing Lab of South Florida, Report # 0814-01-01 dated 03/1 V02 witnessed by William R. Mohner, P.E., Boriz Moro7, P. E. and Henry Hattem, P.E. and Report No. 0219-01-09. dated February 25, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10 dated Nov p e ember 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No 9CM-198 by QC Metallurgical, Inc.. dated March 13, 2000, signed and sealed by Frank Grate, P E, as per ASTIVI E-8 and Tensile Test as per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3._STRU IRAL ENGINEERING CALGUI-ATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wired load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27113 (for this revision), signed and sealed by Walter A. Tllllt, Jr., P.E. 3. M -MILE IMPACIRESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 1b and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non' -porous storm shutter assembly, as per SSTD 12-99 Standard. �Nt��PIIAIu .14P%T --` r w* ." "\GENSF'' �9 - 1" 4 to 67 ?%2 7/F& i_"•1 * 1 * q' STAGE OF �, Fr? I ... FZOFilm IRiOA .•'tac4�.� D.M..02. 0. ®+. ©_O• ®* ® • D.M..®'@'®.+ ®;©-& @- =111 CT KVAL iAT10N RMQRT A0. 2U727.V2 t 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175 Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14. 15, 16 and 18 of IS, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6. MATERIAL CHARACTER CS AND SEolELCATIQNS: Shall be strictly in accordance with General Notes and Components indicated on shoet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P E D.), drawing No. 20-175. 7,-LMTADQN$-ARD CONDITLONS OFM-SE: 7.1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Waller A. Tillit, Jr. P-E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of "rifteoo. Inc (Florida CA-0006719). S°���\ \CENSF(.,;? ;- � -!t - �id1g7 7/j 3'*,O 7�7*F 0.1 Fit I ECO ADMON RECORDS L P E. REPORT.20 L GL@tiAL P40�.%' FGjN P ODOC�(7�pS, 1.11 GALVANIZED STFFL STORM PANEL %DRWOR20.175 L REPORT 420.0727.fE2�,C.'•. i)Rl9A `• 1/4, 2/4. 3/4, 4/4, 5/5, 7/5. 1W/10, 2W/10, 3W/10. 4W/10, 6/5 5W/10, 6W/11 h 7W/11 ]' MAX _ _ ANCHORS FOR .C. SEE SECTONS ...OR CONCRETE SEE "O"SNTo BIT 9-._ _.....- .__" MAX MITE _ �1' M. -_ 13 _ O -_ i O �6 _..... __r__1__T_.-1__T___T__T_ __ i i , -I ,,- -r--T---v- ..._r_...f_�'_--r._T -/ / r-7---1 I_i_.11_�11.,J�_I�__i__1. ` �.1.11 l 11;�1_l_11.1.11 EG _ _ _f_ �� [.1.1. _I - -T4o, - UTAOLTm PANELS) , •,.J'� I-'aP• i Ieoi�tED PANELS w (wnTrSECTIONSI AS Jwa) / II �s. Ms. 10Lr w/ 7/e• 9 J/32' IIGN(JTS O FA OVERLAP (SEE SECTIONS AS APPUCWLLI q1. �__�_ _LI/--.-,/.- _..L __ _ : _ .ii- , L l_I I-LLI ED Liiiil__.I� --, . 1 i L 11 I I -1 1. __ ) o O OI _.. _- __ _1__ - '. MMN . 1 /4. 2/4. 3/4, 4/4, 5/5, 7/5. - '. ,. IW/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10. 6W/11 ,k 7W/II ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 6 6 9 FOR w0OO Sri SECTIONS ON SHEETS TO A I I " R€GU AR STQgtH_PANELS A dE dd) ELEVATION N LS 2 67• (MAI (Nr%M -I W OU VALLEY) 1/0' Mo. 0A, MAY I , ` Z92 3 Virtual Review a Plans Review com Assist, In far compliance with th feted and approver{ by Debra a 2020 FBC 7th Edit Anne Klahr PX2300 'J -,- EN •' 9 `J �:' \ No 44167 -. c E,CTION A -A= * .. * � �„�_, NTS ! ATE _-(,L,,= 'y'•- I '( •.. O,C�; ., D.. 'I•"Nid>P.+a'� 9S NAtp�yCL _.- 'A/IIIII IIIINMn'• '��M1UW/N,R' FLORIDA O19A LLIICO K \ _ IL ECOt61c. r rinrr" 3i eon w.. Lle:i'o'IMfO`i �.H'"�nerH�i'rL: vaN a oa9eila ei A T,i .A.. 11 r BUILDING CODE (High Velocity Hurricone Zone 20 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS. LLC. «,m S. s, mlm PAYL, a .w1. 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CONCRETE Alcna INN mREAP - 57'WN)lf `eilk (�a ._ -_ ' IIIII� `�„_,,/� ``1 �. `V 'S `_ AIIC.10115 X/ CONCREIt ANCHORS ISE[ TtKAAE ON (SIP i[11E. - ON %Kr 9) 'j� ,/4' MAX GAP C}I DVLL OlE0 w/ 11U0 (SQ SC1lDAi ON STUD swx 9) SNFLY 9) pCDpMlgt�plLCONCNLTE OR R SECTION A -A (Tw.) POVR[L CONCRETE to C0VCNIIt BLOLP - -' C �0 yl wwAm RFAIL"M SuL: 3/17'-1' A101,0CD LyRL - OUNTINO MOUNTINGD WALL DIRECT MOUNTING TNC_TA1I MM Q SECTION 9 SESIlD)t�}L11.4 SCALE 3/9-l' $CALL 3/a-1' SLAT[ IpOrMilN,/lIA �1EFA TIZZ7j"I", At•y1. `\CENf FLORIDA BUILDING CODE (High Vellocity Hurricone Zone t4u DR CDMBB4ATl0N-�.SEs DOtlS t ' NO 44167 '' 97100 ,Knw. «`_ I 20 GAGE GALVANIZED STEEL STORM PANEL `P O4NM E.D. r EDOE OgTANCE (SEE SCNEDUIE ON SHEET 9) TOP h BOROM MOUNTINGS CAN Br COMBINED ,N Arm RAY ro SUIT ANY _ 9r ----- --- T *'' * -' I ' /^ q S TE 0� i / / I L E C O IND. GLOBAL PROTECTION PRODUCTS, LLC. = 9N/19ry9Ie WW: INSTALLATION Y ''- G,e,••. F )RIOP: ' ZiN'7*, ni YESTIN9ss i coV.., OAK, n ]SnA t� '�L'L1`15,, ••' ;, A- e. r AA lrr.wlaA A N,A noNc lRN)+Nw-».s. PAX (w.Ys9y7pN rr.MIN.M_,y, 20-176 I N''F7111 AL/19NATUAC/pAT[ •.w (AO.r,..MW Dltrllal9 Na H_*," Hr ._-_-- .__.___ ININIIAIIN• .I41IR A(AM)10• T MRT1. Or„ }r Ell N r_ (/) cu Ell }, C.) (y Q 0 O O Ell cu ­0 - �, C a) C- Ell = -0 C_ C13 U cu 7D (/) -0 O t_ r_ i CJ (3) M C) O � U- , O CU Cn Ell , L_ :E I_ -0 . S� M cn C:�_ Q en !V cm 4 CV CD I:n >_ Q = Z W J }II^ LU .W ,,/ _� CU 0 U) 0- (1) :3 CIO o L_ (I- C) L. CIO SHEET NO. SH 1.0 I _ T aIlA.rn , 11/4' .Aauau 1 1 F M. 1 \F 1 , 1 , 1 1 1L 1 I�� aclso.Af I ��L ,di. fe�Ae6iWall I Y 1 WALL AND FLOOR _�.4�NI.lNS INSTALLATION FOR ATM': �dl'r;s"77'71 o .no I;'- -IFa 6 - -_ -- SPLIT PANED AMnOrr_ 1 F 9r Fuu:aA yI HELM x' FI u •' .. N- A 1• ,' � ., •IiNa a Bur A/2 �, _ rDG[ - r- -� w n° • c "-t,:�°mli�lloiNAMED 1UODP 2«to/• ._ .I..li ;N E 1), lilt !LL�=f oil 9'�L37���(yA1 / • \ \\ ��R�Y,/1�t1TAn� x 1 BGELE-�•'s' •I • DETAIL 1 MM I I rw r"6 s0°tai F'ncI \ `NNF,ti N� I I1 i I SS il.0 r oc 7 rM°Om eriiuw �'R "3 1 1 I ANaLr-r FA. PAN. a .Ma N I., -HNRS6IIR( MTINe '» 1/•'. n4A, awn A WR. 1 I -1- 1 � I NA• -- - 1n•.r r -- .L�ua1¢' SCALE NN ��I������ qq DE 2. ; - (� A RPR , CEP m rPN E 1' --T Y� yyl Inlu SCHEDULE Mo.. MrKL10N c REOUDIEO Yln � 1 E 1-�� I 1 �-ocNla[>i AIAYreRe SPAN ITT) ' TUBE MULLION •• ,w We.'n .. �-- : a.°i/.N'nna:.E -- > : _6• TO 5'-r '- .• 2• .. I/e• ==.Lr_i a .aEo .... -»n ...,. 2' a' , t/e•. CPNrATT M61OIR. `� i F r. f... R S'-e• i0 e'-lo• 2•. !' . u�la. - ON • CAMS ,IOU FOR wS 0.tOfS•CMi PRMEESSURE MTNG 00`55E60'S ORKN ID SECTION 1 UC IFNOTH SCALE 3/8-1 • Ni MULLION CAN ALSO HE N5IALLED R/0 STORM PANELS ON SOP OR BOTTOM SO THAI n 19 LOCATED AT top OR BOTTOM orOPE'" (ONE PANEL OPENING W/ tVM top 6 BOnom) /r,w tR.lw S �MIOBRR FINS Hpm v sn.l%` --"I AT,As lea2,-a}-n-�M�'sj'''ir„"T"'Twjopj 1,• 1 I 2 vr� _ _ I' Mu1:o+ oPN. • Iw IRual eRloAc - � I T SECTION Y-Y SPLIT STORM PANEL ELEVATION SCALE I/.'.1` I�.r: `n,.i) SCALE No. 44167 '- i*' * ''f= FLORIDA BUILDING CODE (High Vel"Ily Nwrlcarn Zone • •��'�,-9 ��•' F�DRIO rao2Nl Tertm, AFT_ 20 GAGE GALVANIZED STEEL STORY PANEL r r+ `.�-%1 I TE C O I11�. GLOBAL PROTECTION PRODUCTS, I.I.C.GE Mk,R ,I VNDO 20-176 DINING It. �rv2ri NMa�N MeeAr IIITmgrrma,•.. RUa.l d AA SIN A, PC PILL OR . el o3])W�![• N,nE NECI ,-a 2. INSTALLATION DETAILF5_10 REGULAR PANELS(;) dE t h INTO EXISTING WOOD STRUCTURES I•�)ll/Y pNwl A.IA"IW 11r �Lws-,• uen w •rac• ,ACE eaI1W / t/A Ls saes • Y Pc • l �1 ew n4rrNa NN1rnN .. ' . . '1I'j-1,11�' ,IEe'•• yjF /1 •� yE(pprl/ _ I , AW Ir.11.R .R6a I•x,N• -_�-ram---Z�i / �" pRrFe •POP wm i � Y � - J111] • 1 II. III •n Toe { ) n ,rxPFM 1 to UPKIMU, SetWe I_ -,M M aW7iY III°~` a ` - N Ai WALL MOUNIIL{G I IN3IALLATION - ALTFR14ATIYE 3W BUILD -OUT NOUNT1NSi •10t••° MP.aN..•r.. •( INSTALLATION - ALTERNAllYE_.ISY � � �� ��•+W+••^N• .IAI.m. n MR %CALL: 1/4- WAL L MOUNTING INSTALLATION L ATION - ALTTERMIM 2W SCALE 1/4• - I' LADIES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5• -72.0 p.T. AND PANEL'S LENGTH UP TO W-5' 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS 70 BE SOUTHERN PINE NO 2• W/ SPECIFIC DENSITY OF 0.55 OR EQUM NOTE FOR. CQM2NAV9ft DF SEC11DNs. TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 44A,11LH1FHI11lI"NI A. T I aP�c. EN.c i �C .aoa ,nm�i � nIl SIT lOIRp.1 !.-- 7--c - . rPc �,�l�Nr.>•N I AnrNr v mo .•.wow, I 5 ia I dytl ---111JJJEEE--- ro s.A+ =•.v : { MAP�° "•T• Imo: , AAI,ReR 1 . WUPP - - `Idelr'M eror «Io a�°esnN aPI~ CEILING FLOOR • --�'. _ WALLA R MOUNTING INSTALLATION - ALTERNATIYF 4w (SECTION AT TOP IS uMrtEO TO +35.5-67.0 HEAL. FLOOR MOUNTING INSTALLATIONS - ALTERNATIVE ;CA.I 1/4' - , 5W /LS.D. DESIGN PRESSURE RATING) SCALE 1/4' . I• tM� rN,Ac-W i•K c I '' ATmRO _ - ANtTAaW., N"'Pro ewe .+n FLOOR MOUNTING INSTALLATION - SECTION 4AW SCALE: 1/4' - 1' F'1n01nA RIW mur rnnr /11111nH M.In.-Hu W--f-. 7-) • No. 4167 i o2a2o ntnw. IOU 20 GAGE 6ALVANIZED STEEL STORM PANEL ter•, 11. * ST '; $ .• Sir F OFLr V�- ' IL E C O ION: GLOBAL PROTECTION PRODUCTS. LLC. 20 76 F. ' F L R ail.1 I D P . 1�; r� - NLR 1(tDltl A MloYIiCA COMPAMT ..Da e.. a, SINCE, efl ]A7T. qNC S' (] P r •, r Fa WAIw Avana n A,r w.. i!"1 •n' • `WF1 Tel -IN. Narc: ]a. rA. 17e I 9 - 1 Me NNNn _ uHHM 9.A-/9r4NATMIE/pAli as IT w1rA A huT A.. Pe r 44feT - - eNQT ,o a a COW.F,1 A/Ac ift COIORIL ANDWORS _ FOR DOMME AN.roRS'. SEE SCWD Lf ON SNFn 14;(SEE SCICIIUII W (9R LCHIMULE OM FORWDtla SCREW SET SECTION amSHEET ,s Men 14)ow1e) r-1, 2 i TWITS _ I 1/4 ?✓4 2►/b 3/4 a 4/4 1, 2 t 1W/13 r AN POUND -A CONCRETE Saa. RE W.• -. PFOIRRTO \ gA I d i l 111-11 TTTI. 1..1.1 i_1_l 1 TTT TT 11 rul INE? 11t DW [-, I-9np91E¢altml.i a3o PAIR) BNIpgR (HUMOR FOM� aNTD90R BDD Pmw mSCPKLUS& Irg1 1aF1 IFo11 ro.Dl� E�I W.AG MUI i WNG•`NUrs1. EVERT b 1Fo.c - 9nNo • 17 V STUD • litltll I 1 4'IA I' HaarI.1C 1 'eA i' rl•Lr.7R -T- W/ sPE9slruns CASE q� 1 acREw W/ 91EmNvn 1 I/e' IN, ,o R 17 , 2. OC. )• Mm (CASE n h ro • ,1 1/T OC. .. ... ..11M.A .... _. ... (Set on I/,. iI �LIDi I N 1 Ct (SET Dn 2/,4 f tA1E1PA LPANELS) A TWO • V7 6 Vlq I DILmYw,E ,.DUTnW i DF A oa PNET s> t (IfE DETASS 1/14 MON OUffo t �1W/15 1/4, 2/4, WA, 3/4 aP 4/4 1, 2 k 41, 2 i 1W/15 ALTERNATE IOCATIO. '- O( LIFE PANEL �. APEA W/NCI (WE SAFETY PANELS NOTE NOTE I Il IOW) •_ LOCATIONB Can REGULAR PANELS W/ 0. , _ . - - PAULL�--ISLE I- / L77._. *--� --- I W/0 REGULAR TRACKS (SCE NOTT I RCLOW) • LAST PANEL fQ TO M NiTANLEV AS CWdRni AKNMS I LIFT SAFETY STDIN PNtI OPENING SIW (sN°c`un "; - .ouRm OPTING_--,# 1 R 1 T gaNICKn-/ -._ „ ,o"�AKcx7MrArr IfAUAiI/aN'NIfAPRcacDEo e.nl -•• - AN :1 TO BE N9/AL-EO ON PENWFD FROM ,NSIA CO NJIaE AO M9 or STRICTURE (IQ 9bImL{d oN� SHEET,.)-)� ELEVATION WALL MOUNTING INSTALLATION WALL_LAIION - SECTION-1 SCALE 3/8' • r - SECTION 2 SCALE 1/6• - r ®®°F J T 1 ' WEN OAP 1%;j - it _ .-_ I AN U LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN fTIU PANEL (i1P5T DR UST PANEL) SAFETYSTORM(�'f ( OR AS AN PANEL PAIR LOCATION BETWEEN CND PANfIS). a NRNpIR PANELS 8 (NIETWMT[ TOG TKN LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO RFGOAR PANELS BOIL I 1 eNo PANIIs SILL Non I; (W/ OR W/o REG" TKS.) MC 2 LIFT G:T.TY SiOR PANEL. CONSISTS OF 0.039' GALVANQED STEEL STORY PANEL AS SECTION B-B PER CgtDONENt (� . SHEET 2 OF DRAWING "r., E THYS PANCL ALLOWS (MELF TO BE REMOVED OR INSTALLED FROM THE INSIDE Of STRUCTURE. U P REQUIRES BE COMPONENT®A D0T70M TRACK r0 BESAFETY V of IS BE OOMPON AS PER SHFFI 2 Oi THIS OpAIANG. r``L �rLP rOMPONENT� Y BE INSTALLED WALL OR FLOOR MOUNTED TOT LOONG SECTIONS I A r; Pam••'• ENS 2 ON THIS SHE11• AS WELL AS DETAILS I A 2 ON SHEET 14, • 3 ` : - FLORIpA BUILDING CODE (W h Vmoclly Nurrlcan. Ione Ys. IENGIH FOR COYPONCNI�5 1Y a NU. # = cacao Team, We MO,. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM IS GNEN ON = * ; 20 GAGE GALVANIZED STEEL STORY PANEL Bl SCHEDULES A 2• SHEET 14 = * : _ • �- aR.,,f Of COMPONENT MAY BE PERMANENT OR REMOVABLE "0 °'�„An SEt DETAILS FOR INSTALLATION INTO WOOD 1TpANE BILDINGS ON SNETT ,s •-, S P - ? -' 7 •. GLOBAL PROTECTION PRODUCTS, LLC. I 5 OgLO --„y�` !_ _ IMC 4aDA SW I, SIRECI 6 DETAILTO THE CESSn FOR THE h SS` `� 1ut TE1�nN„A,M1 tRNo: OYsur PnI. IL wU. ^a /•' 7MP N, r m p.,I. nMrF (.y)rAF-Tsa FA« (E]+Me9-9n1 20-176 ADJACENT bNI ONO y YOND TO STL'C 0)/DIAHF�OF Sf'ACfRS AT iRAt«5 17N9TALLEOI AND BLBIE NL IUONMI `_. _.-..�.�� G-n0o6)IY rM DRANK; r Pl eEN,/WMMItNE,/an N.I TIP A 1gLJT Jr , P.0 Y ,r-W ..1p, 9En u OF a-. SURE RATING (D,p,j,) AND CORRESPONDING MEL LENGTH "L" SCHEDULE 1uuTnmA As Prm pf IANIMIN lEPARA11Op i L I Tr. L ro IEcroms Nn caBenpw m IY/SS I�ION or STEM -r UNBOLTED •I , ri 9 A > W.. 2 3/4•-�111BOL1[D 1 TIM S 6 7 MAw : ,n. . •O:T�Dta n ] ,/2• ' a'IT4n0aK aD.CTN __ L 9 A M i Y3 6 rPIGNN A, DA- 6 NXXDGn, a PANI,- RATING (D.&L) AND CORRESPONDINy_ MAXIMUM ANCHOR EGULAR STORM PANELS i : AE 1;' INSTALLATIONS ',BETE A CONCRETE BLOCK STRUGTUREt ID Y/SIALLATIONS AS PER SE171101IFS I TNRU 7. ON RNF FTC A a AI ;Noma wMem FOR EO. - 3 ,/2• •• APr.IFA9l[ a II n, C*MS F ! AIIr GO INNAIION d TNAY LIN,;- .NMI LENGTH ',' In BALK-6A FPN9AITL FEwLL a NARIl.An RL, _ RF.R t v A L'aKP[n 11.00E m nacre• t>3RI1aa+E M/A °' F✓A r N% 1 (top)- B- I NIA •' N/A r N/A 2 GOP) - N/A • N/A S• N/A 2 EwI ,ALA r N./A e' N/A 3 ♦ .GOP) r-r an LESS a•• e- r 6' I' 3 O1w?QM) e• e• r r 6• 4 A 2 (eons) a 1/.• 6 1/.• 6 1/4' 6 ,l i/4• s GOP/8017pM) Q�'' E NSF '✓9=8 FLORIDA BUILDING CODE (High Velocify NurrIcon. Zone No. 4 167 .Ja2o ,Anco. Na 20 GAGE GALVANIZED STEEL STORM PANEL. •S'-. ST E OF "� oF' `t 10*-. 1��_, ] �`'�' 'NNFFi,S1 L ( i GLOBAL PROTECTION PRODUCTS, LLC. 01/a/e0t° IL E C O ILNN A`Mw IR. a, $,NET, Mn --T') TIN° R IINOI�,ERINp COYPMIT On7t. R )3)II r.. R.MR In n"u,a..AF (•A.)aev-eN> 20-176 : .Me ,r : w : Fr, , Me T�V°Lllr19. aE ' DP;W1M No f MIa7 - eH[a a or a REGULAR dE (IAI v4 ,D. , In IJNO PNA9s 6u6/eND r, INSTALJ ATIO7N(_ D�EyT�A�`I�LSa�f I/r•-LONG• Ss. mt. a e .AN OC1 FOR MN[L M2LENGTHS W ro 0 a Moe . FO Qc /�FOEAR/� �TP'A1 DNrEcLS JNl-ML.E Xh5T l! V WOOD UCTU'L3U rm Umm UP m a'-e' MP. PR // ,0 PN[LWC F TEMICE PAlNpMME PIUa R _J, IIII'I V OR ,2 t 1' 0 C MM I I/2' IMF, 1WFU'Aw . _ R IA PE TION TO tAIAM tlP AL r1r.THa Ir1m rx w. ,), 'r ORs.-ucR I~ 1 ITT siNc Rom TRACER • 7`777- { COi I om KIM ; I •DID LAWA NP,UPD 1 as KA� I 1 C EC- ALTERNATIVE iW ALTERNATIVE 2W SCALF 3/fI 9GLt. 3/a.1- SEE sCMEDU/E , OND e I �, I BCE a, , S aA 9TIOA, e NOR Mtn SAyNNTIaA la"S I I R 4 I/e4MATT W)2' y fff UPARA1W4 I "AAI III , (�'A�L�p,A I / , R4 ;1TO EQ; EQ.. 1, 1 Eai I I i1 ENE f CO TO - - 7aD•Iq� I .Doe N,,,n LI \ I rnFNT: I/. -I ID!I1r'o. BRs RUSW_ z)E/ R /.•.2' SS DC FIT,W/ ' O-PmraLNo5 4 wro to-O--Ma oR "­0 PANEUMQ Iowa n OR ecaAUR PANELMAIE nIs R n 1p• o c WIN 1 /•'• P Wnx • •' aE •"� ,/t• M. 11.W.Pro ..Nn1M (1LTER jTIVE 3W3W .LIT♦E�R�Ne!ATTI�YL/E� 4�WyN ALTERNATIVE4W 1„/r M:, D4EADro PENFTRA,ION At +II Doran, OF "IMFNO R000 MAR rap .•' -,A,; •.PURR• a HATE .'OV'REU SOLE !/R-'- - ) . ALL IENCNS UP to 6' a' .N. 5 ALTERNATIVE n� Q T_-�(QIJLITING IN.AT��yyy5 BUILD -QV 1Tr - •yEF+yr� --�� ���/��I I MDU.T .G INSTAUATION CONDITIONS & ANCHOB,.}Q IONS 40TE SHVTTEF IRICKS "NOT :`NMI FOR CLARITY ALTER L ¢y(TER S(ALL 3/B••,• sell �/e-• NOTES: TI ( '2y 1. W$IALUT)ONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN 1AA05 ,: p,.' \CENSf UP TO +55. S. -?2.0 PSF AND PANEL'S LENGTH UP TO 8'--a` Ste: \- F LORIDA BUILDING CODE (High V.Ioclty Hurricane Zone) 2, FOR NEW WOOD FRAMC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERN _ 6 s ototo aTEw. Nc rT• PINE NO. 2. W/ SPECIE C DFNSI IY OF 0.55 OR EQUAL 20 DACE GALVANIZED $ISLE STORM PANEL R, AF .. I N� R 110N r T NOTE FOR NA OF S T 0 F ' ? FltDP Wt ,_ �� I�E C O GLOBAL PROTECTION PRODUCTS, U.C. TS. LLC. mEn w+L- TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT AM • -'y �,cE. -.el,ie- NN S SI 0 ENGINEERING ".I n !Te lNrr FNWNan r,w .. Dep W`..n aoR m-,al DAAL R "J1. P.Ia[ (Fe.)aIw-fw.IM f•B.I.a-e»7 2D-176 INSTALLATION AL "1I1 1. I INN MINI [ 9 JMeunla/brt - G-mLL, A IR11T A.. P.[ - +'- - 4 Ihl4 Ps DRANpc N. - eI.tAP A 116iT ,1 a a STUDS 0 EVERY OVERLAP (12 1/7' 0C.) TO HOLD PANEL I 1• tNl 1/4T SEE $CE INTERIOR PANEL END PANEL ' J' top mmI -- rOp ALP.ANCHOR HOR . J- OR CARECT MOUNT SPACING SPACING V-1' MI,. DETAIL 1 : WALL MOUNIINQE INSTALLATION (APFUC BLE__IQ_5GHE-D_ULE 1) SLUE 3/16, . 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (9,31) AND CWESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 8:FOR INSTALLATIONS. INTO CONCRETE & CONCRETE BLOCK STRUCTU S SGUEDUU It I ffilnr WAIL--MQMIQ_CCE9WDQtl5_IQP R 90TTQM &.�. E D . } 112' _• .� ALTEIMMTE STUDS 0 OVER (12 1/2. 0. C. TO HOLD }/e• WTI. tcA9E 0' 3' Wn (CASE q'' 1/4• ffC wt 1i1 OR B spe�E L-_-o...- -INTERIOR PANEL �CNO PANEL _ 3-._' -- Mar. ANCHOR Mrw ANCHOR SPACING SPAM DETAIL 2 _; FLOOR M-QUNT1NG INSTALLATION (APFU(;ABLE._LQ _SQNHMIILE_-Z) SCALE: 3/16- - r MSIMUM A,S,D. DESIGN PRESSURE RATING (p.s.f.) AND_CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE AP?'LLR8L II9- '- TO. SECT1Dx/5 i+TFY.9N.. StlCE1...13:, NAnMw .A.SA. MI. RAriAoi i TACO. ef W-MIN CAA-M NIELMTF gUNf O PN....MT NUS N-A &L t o I o-, A A Y'nN MAMMON PAID uNaFP i' (.1 10 � COACT[ -----T'-- DYORET 10 jC1N`Raca -'- COr/CREn tOTo ROCxIT C'aIIMEIF Boat -- CONCRLTF � :0 I[,n 6' N/A N/A N/A 6' N/A S' N/A a' N/A I A 2 (TOP) .55.0. -72.0 9' 7- 9• 9' - 9' 9' 9' 9' 9' 1 9' 1 (BOTTOM) S'-0' OR LESS 6' N/A N/A N/A 6' N/A 6' N/A r N/A I A 2 (10P) +55.0 -72.0 5• D" 6" - 9' 7 •/2' 9' 9' 9" 9' 1 (BOTTOM) S'-C' 10 7'-6'B' .550 -72.0 _ N/A .--- 6' - N/A t0 IF 8, 9 4'- g- 8' 9` f 6' Si:•NED:!LI AT aQl]QMJEt i.D• . 3 T/t• NAAN,JN ASD. DES,G+1 P�WA RATING ..t' IYA (SLUR R SA' M !NY im OF AKLL1 GCE . WUO 6 3- Ire FIGS to a AWE) APPLICABLE 10 SECTIONS A Y CDC 10 OF THEM MAXIMUM PANCL LENGTH "L' (tl.) IAP^f3N -- -.._ro ._. CONCR - C SD.IS'_-_ mmN .49.2 -615 3• }• A t 2' 4 1/2' 2 (BOTTOM) 7•-6' OR LESS .52.8 -66.0 3• 1. 4' 4" 2 (BOTTOM) /'-6' OR ILSS •SSG -720 2 1/2' 2 t/2' {' �- J 1/2' 2 (BOTTOM) 7•-G' OR LESS .55.0 -72.0, 2 1/2' 2 1/2- NIA N/A 2 (LIOrTDY) 7'-6' TO 6'-•0' +550 -72D N/A N/A 3' 3' 2 (BOTTOM) 7-a" TO 6'-B' w,rA +ea omr I M.. rANR FFNGN lolwnPA Imt1tt(°il)ora) io ww] NNp t°Naro, SSE 94XT 15 FOR ANCIORS TIPS a SPACING TOR WVALUFi INTO WOO FRAAE B,"i V4\IYIN AMOOP SPAG.FGE .HD MNNW fro, U`F` CE ARE N `tn aF " sc.CWLE. To. E.0 LESS THAN PorAITD ON SOFEDLL REDUCC ANCHOR SPACING m WTWLVMo SPAallo 9EA.N ON SCHEDULE By THE r%IOWM rK TDL• FOR TALI: OPERATION TO A: POSVkc REDUCED SPACING OBTAINED 'AM' FA:IOR SH 1,OY OF LESS FIUN MITR1/UM Sr4C-AIL Ni IMF EACP AACIOA TYPE AT ANCIORS LEGEND. Tp•• 1/4•e ,/.1. 1/.•. 1/4I "ism Iran _ "'.0. a ,AP-ceP A.mLYAR r.OMAn DNA-N ! l ! ) ! 3 n 2 1/1 ] Ian An,pR imeao (a) •rw rule Iw) ] Amm LA OWK Onom FACMR r ,m loo lac u A1r � +� 9 �'=: No.44167 •'. 'O 90 '•�- •. FLORID*.•���'v� c.7oao n,ErA. rK -- h •rl '• IL E C O rllE W •n-'� 71MOT t NO 6 C.W0f M. CO feel G-GOLLY 1 MINT@ A TWJT Jr., PE f 17 VL SEAT/• WM)Urm./OArt RICA BUILDING CODE (High Velocify Nurricon. Zona 20 GAGE GALVANIZED STEEL STORY PANEL „TIP, a. .ORAL PROTECTION PRODUCTS, LLC• Pi/aryRao an 20-176 DYE M1 =14 w.prc: (e3.)ee.-n.5 BAY cee+)eee-eIe) ONews IN INSUAAL AT ONN-D.ETA_ILS__F4R_-REST-VJ3R?ANNEL-S_� .& INTO EXISTING WOOD STRUCTURES I' 514-10 PANLLJM7[ PLUS I' tl� 14-,0 PMNELEMTE PLUS 1 I/6- LNpEADCD ��'•.,, 1.-,o PANEIwrz PI VS (• L O.C. I )/e' a 1/t O.0 W/ 1 1/9' THREADER PCkrTRATION TO I "" I'', a i��a' O . W/ PENETRATION TO WOOD "• `. Ida' W/ 'DeFEADED PENETRATION n1 - ' - EXISTING WLOD H[AOCR EXISTING WOOD HEADER REaI«GU •� '�� ew9nNO W000 HEADER y 1 , _ '.S±E;?lIO. IR^'- r/6•Nun• le '.., r/rw,,y.�InpG.•,NJW/y�• •SNMRR Pot Nrr R MAr S11.a i , I .. Oar atuD R HUDEN WOOD PWEARLOURIED Ot 2•ROOD " _ RLOUIRCDLJ L Al" I7 I 9a MWEDNL ON SNCF, it FOR IBM. SE i I SfT ICHFIX LE TN, r011 Y.. SCINMrIDN 6iI SmNvX E oN i FDN MPARAIKW 10 ;LADS I TO 4AS& -�.__. -- LA,. PANEL LINCT I a, IL ' 1/.b-)mIl' S] L PMCI IrW.IT T (SET W1t{ •) ,/4 �-TORT' 9f I (3TT NOTE 1) ( I/.1.)OA,• Sd LE 11) Y"( T (SEC NOTE 3/]t• MID AFAR " e W" TAT, •-}-' - r.Fc rAn R CUE 1AO,w 1 I ' •LION dvaA I I I It ; • t ,AEN.w ., I I I 5pl � SOW !Of[ � l' OF •L' OF 'L- MAX (6FV MAX WALK - IaII R IWn SRO • `. ��!� _ 1 RAIL Nln ROC 1 R r] 1/t' tl.0 '••.-.Y..•'. '-' 1/r• , ]/)r ,��Ij''WOi r I ND EC 1 - I_ - I \ - 1. •. _-1__.-_.__. !!! �1 -.___ _.. � L -I- :A•F LAG SCREWS 6 e' OC. W/I 112' ' ' PUTE ,4-10 PANE:Wrz ML5 x A4• WOOD P.AIE 2'Y4• WOOD PLACE �„y. REOURM WN. iHRF,1DCU AT RCWIRCD a 1/rot r/ , 7/B' REQUIRED OWbN OF PLATE THREADED . 1/4•. TAG icmm a i OF PLATTION Yo WIDTH a MATE '., L- OC. S,AGCEttiD ri/ I STIR W// /r WN ' T)+R(ADEp PTNEIRAl10N j DIRECT MOUNTING INSTALLATION AT MONIDTH (A PLATE ALTERNATIVE SW DST MQvNT_ L J, NTI�NG INSTALLATION DIRECT MOUNT NTING INSTALLATION SCALE 3/B-1- sG4T SCALE 315•" NGIEB: 1. INSTALLATIONS FOR ALTERNATIVES OW. Be A IOW ONLY VALID FOR P 1 -4 1 AN BUILDINGS WITH A.5.0 DESIGN LOADS V 0 +43.a. a.0 R R.. D A,y,l„HIIIHNINNI, P A. TIC(/ N� 0 2 P TN UP T 1 '-4' PANEL'S .r`� T 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN WO •�,. N -• Q' •' \CENSf '•�4Y''EY� = \- PM( ND. 2• W/ SPECIFIC DENSITY OF 0 SS OR (GUM. iG E' NOTE TOR cD.ARINA_T ON OF SFCTaNS. TOP A BOTTOM MOUNTINGS CAN BE i No, 416 - * '' iE Or COMBINED MANY WAY TO SUIT ANY INSTALLATION S T .y y,/!"I!�� 111AI�H`Lµ4.u,IWWATUI1fJMW I LTTE C-O �N. 20 GAGE GALVANIZED STEEL STORM PANEL f ° oA.N or GLOBAL PROTECTION PRODUCTS LLC. I 4elO SW B, a'DEFI IM.W. r.. 1. .TONG (rs.NMe-7w. rA /eS.HM-e>•T / M art T1w>: Trsr a ENNrN FNwc I:OI. I m ol,Rra AQN,N w (lW1P�-,d Ir Lin N. , WNILR A. I N Y P.0 119m* Ls. C N7+7 20-176 a•'•'•`a 10 _ Way - JKTALLATLON --DETAILS_ QR O�PTION -t-j- FOR STORM PANEL SYSTEM ,/A'• LAD Ecefed.4' O.C. r/ I - THREAMO FETAERM„oN TO OaSTEIG Waop -CAMP (L'IIF�E� �r�S�A� �FpE�T�Y L)-3I]NC- XT. ISTING-L.3LYJL-IJ.L•li•J-•LQ�•2 I - ­2, EQI i MAY t 1 ICal .. zi - II//9e snB 012 ,/"9"PC � • •mD ALIFHt�ATLYF _1 WuaD aAIxP REaux[a ALTERNATIVE 2 Virtual Review •� MAaNL W/ 9 /V* O s ICE . I2 1/r a0 plant As SISt In COnI completed r IReview a I p TICS With and approved I �) the LOGO F b y Debra Anne BC 2th Edition { I ti K1ahr p r- - X230 � roi TO'EO I Il i I I 1 I F01 FO OR ' .mefEJ•rneR•_ EO 1 �_.. _..._ etlo0 MAn M.WNED � I WOOD PLAFT � , 'I �An jI B;aNa AIWY-48IVE_3 ALTERN8IVE__4 �i MIRED 1 1/41 AG ScREns R r Oc W/ I t/2• NM. 'NRLAED'EMETIMTON OR '4 LONE UASS ■ISHUNT r/ /4'• 20 2 SS YS • e' aC P i/.•.-w P"'i rEMNr m DR ALTERNATIVE WOOD FRAME CONDITIONS aE ANCHOR LOCATIONS PANDEI.Tr PUTS R e• OC W/ 1 1/2' wn so.L ]/R• - t• N.D..P NNEIZION TG TNG WaOU pl.n ND,C i-U11. n0i NET 9IORN IOR QARTTY W9LL „a,nmlNlp,1 ALTERNpTIVENSVALLATlONQ��4pEN8C/I�9N4s. %GALL 3/a• - Q� Q) O -E•-� U 73 � 0 � N 0- m t Q- U tt O U) O 0 Q O C C •O LL W L Q _� O � W O L Q Q .�-) CTO O U r� 'Q) vJ 00 LLuu G z z Q ^J LL SHEET NO. SH 1.1 3' MAX I • MIN D.M.ord) --T- _ "-- _ __ O O O O O O O !I I --�' _ I 1 s ANCLIORS ('iEC SECTIONS ON SHEETS 17, 18, 19 3 20)------- F* 3A/I7. W17, 5A/,e. MI- 49/17, 30/14, 3" MAX, eAW/I9, AAW/,9 A SAr'/20 �am/", 70W/16 A 6RW/20 1• MIN. i oaR�N �' I 1 I� D,>�i - Af,NLAI PR,1 FAMLl Y M,'4 AAe , Fi)Mru i ' { t� . t; r . ._.. ND i `= -- i °:'1^'1 .bm'T r/Us" y3" -�. 1 "I- _ A�(I}L��j} 1 MA M ,I I 1i T 1 - B ,I I I ! l _. . J 2S No oxs AI srw F--• - I --T--� ,' i- I 6_ __ 4 ' _E6GTKXI W UR win' ' t L-�.-._ Pea WnOY MAKERS I , I 1 i _q ' - NR R un a Pat .0,01 ^ IM.HAM- ',. ,PDX *SAM. W17, Will. 3B/tl, 4e/17, Se/le, 3. 11A% 1• MIN. 7� SMot TAW/19 a 6AW'/7a f�MRIOR e6w/19. MIN/,11 a 68W/2a t• NIN - µC,HORS (SEE SECTIONS ON 51+FL75 17. IN. ,5 A ll QPTION �12 FOR LIFE SAFETY STORM PP�NEL: ]� ELEVATION SCALE 3/10--1- ,/.- WW - oa� Esc' .]•'i)-@ ORL oAEIA . rLo1 Rum fu v oft is V 'lN w]v1,WaNvu\ •.e,. .. _.,... \I . fin. .....r.o,c.e,�-,• 1 ay.,,.w,.=.. r \._TY ,,. , ... c. RC ./ EXTERIOR SECTION A -A 5CA 1 3/ I C-- I - ►AxIA�UM.A.S,12�_tSNJ'NEttR� BATLMSz i�E�,1t)_AN� ,ORRESPONDING MAXIMUM PANEL LENGTH 'rL"_ CCHHE_A�U MAXIMUM A.S.D. Mi PANEL LENGTH MINIMUM SCPARATION HAND_ DESIGN PRESSURE -RATING (p.9 c) L (rt.) (SEE SECTIONS) TO GL455 -- i:UNUITICN H 55.0, -72.0 8'-8" 2 3/4' I UNBOLTED !, ,,Ea•A:.11�I1j•il', �P••'• JCENsf' -!�`1 No. 44167 *: * :t ,LU4..•'`1OR10T.•'.N�.Aw3 .- 77, It S'' fYAI UONATRL/dlt .L. MAX. PANEL LENGTH (SCE SCHEDULE) t FLORIDA BUILDING CODE (High Valocit Hurricane Yon ox9Ro mnco, NO 20 GAGE GALVANIZED STEEL STORM PANEL i° ----_---� 1L E-T COINC. ------- ---- GLOBAL PROTECTION PRODUCTS, LLC. - mI2lto GR .. • LNa1NLC11H0 r r X•.,•1.I..Iman xv.1 .eoc sr. 31 STPFR 11 - F . 1. , nAMr (•s.leK-T3.3. rM toN>ew,+>r] 20-176 rail In-1w r (xMl .H-tH, - t TALLATi9.L1.__KTAI-l.�__E0-QPTl41l. #2 FOR LIFE SAFETY STIR It _FANEL_SYSTEM INTO _EXI5.TING WQOD STRVCTUM f _ - ,I - r wDDo NunEa r,IY��N'y' EAGER wuon RUDER � Rood HOmFH �, REOUIICD WiOY:REl, REQUIRED 11 AEWWEo '( / ♦ e 4NA O R O.C. 7 1 • 7APC'ON O e O.0 Y .• MOON 0 C O.0 ,. 6 I O 6 0 C. w t. I - MN. IN/ // /2 HANDED P[NCIMTMyHI N W000 /• I, • N. TH W// W RiJ,0E0 PfNETNA710N AI WOOD 1 I W i i N / /I N TMAFD PCNLTIMSKN Ai WOOD /' j �( 'It '� - t 2' MIN tr/N 1ATI N WOOD C A7 RWO HEADER 1 . HEALER - -I 1 + 7 NCADEA I I HEADER HEADER /I L �j, 'i .F#' 4 Wi, ., 1 �� f I I , 1 j .,/: t/,• d 12' 11/4, 1/7- ,t/4. 'i 1/: i.7 _ _. Mo. ' .APR.-_-_ . yya_ I 4P. ,% P _ 1 Y... 1- 1 2 J ; Mn T 1 WTI II'. I-I _ A1- .¢$OAT L. I _- - i L L_; � COALi G)IXA. I `� Ir I 'I .],' 1 GD3hNG ! Nn. XCPN _ -l_ o Ques I I Rw IMPNw101 EX,,, ,, ---1 ro - ( 1.' IbA. pIA51 (Yt 9t,ePJY I{ •L• Hdy GLASS I•_. L7TE falDlAl PANE, LENGTH ON WTl 1U 1 I 9EF NIRF BELLOW ( ) 7' Y.. P PANEL UFNGM aK 91[E7 lei NI] I SEF TC BELOR f ( ] E• CLASS GlA1$ '�( Y %=&ek N I I �y P T, MILL LING I (SEE NOTE I NtlOw) MSS V 'I"'m PASS -- _ _ �� P N UAI ANEL O.GT LL (ALE NOTE I RFIQW) oM mi 1e I i/. •1-2C..1• T� f 1y�LT MEriEi 0) I/a-R-2Lb11' 1 - S. S. M.S. W' .� -. I S. W I- , I. I . oz, 3a-; AI". I i 1 7A7//L66.��M WIIM•/NP3%• jjjl 6" �I•' 6• - I i �gj(IL,i ( I 11 __ I i "VOR,"PC", . i' I V .. -. L j 'LAN. TMC 66 I i i N,➢1110M OF APLATE; I I 1 6" I 1T1M1 I 0 I /L / `� 6. CU y,. [0 I I � , VA. CO N47 .^" r � Ca 1 EO j , ) W ' LID. ...__`---L-r'-: / 1 - 1 I - L ....... _ ..i, L--�-_ ®[ANTI. Cp,O O. - - :.. : , WI EQ- - 1/4'R-70J/aS 5 N.S. W/ 1. 4'. r 5/32' WING NU WASHER 9 12 1/2. O.0 1. i DIR'• . 3/32' MNC MCAT R7011W m'ONG) r _ 1 -- I, 7 81" 32�4WING HUT. AOU I RA911FA O /2 1/2. OC -. _ __` .`'"»...' , WAS ER ( .0) NUi yr yN,(p (BEYOND) I. i, . IAPC O 6' OC 1 1//4'P TAPCON o.0 :. IJ ---T(I//�I 1%%2" 4H THNIFADEO w .S AYEWEI / STUD) . I SIV T$TACGCRm / ) P[IE'IRATpN tOt1IDWX)TH i W t 1/ Y MH MREADW I.... R//I 1�2' MH. ARFAM Pt1NTRAnON 1 OF PLATE I , - PENEiRAM1N Al YWWTOTH Q PLATE AT IADWA7T+ OF RAtE :'- •r1 PUtI `0, W RF WWD PLATE ,L K� PLATE WAEW ,UrGU REWIRED RE ygr/IL( MOUNTING INSTALLAT)ON WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ��LOUNTING INSTALLATION ALTERNATiYE_7AW O REGULAR PANEL ALTERNATIVE 7BW ALTERNATIVE BAW ALTEBHAI.IYE_¢@1L SGLF 3/B•.," O LIFE SAFETY PANEL 0, REGULAR PANEL O UFE_SAFETY PANEL SCAB 3/e•.I ` SCAIF 1/e-.,' SCALE 1/B'•�" ,H ll."T"II4 1 .M�Pp T1�/la,,, NOTES_ . E'EN$ ✓,9 A�'i 3 �� f FLORIDA BUILDING CODE NI h Y.IocN Hurricane Zone 1 INSTALLATIONS AM 0.1♦ VNA IOR BVIIDINGS RANI A.S.D. • P IO . PS ] A _ NC P ILA J ss s, -71 D ,r ]JNr Nr u d e -e' DESIGN LOADS . N 0� 4 1 -_ - * nwa H.TLto Not 20 GE GA VANI PA GA L ZED STEEL STORY NEL PJ' 2 'DR NEW .000 IMME t G 1 ul YIHIk; TO K SOUTHERN PwE HD T. W/ SPLc, I 1 I b ,TILL rxw _ __- I - * -. - $TA _' i -I'—- ! -- jl�i"t _ V ' Ir�� ._-_-_ - _ .. GLOBAL PROTECTION PRODUCTS, LL.C. 6NNIN mqe/ama dn; q '�,� o IL CRU INa. iW ..o03R 5I SiR,:F, =,"1° i,' f1 Imo'` null II`eNm-ML[Ff NQ Ca1N� NNW. R 13H 'r,(L•S I•.. / .N•. r_,i.r,,•N WILY PMew no,M P"wrE LY Ne• n+3, rM LH.He°'X]9] 20-176 ' rynM r .N. r 'r]A11111 IIIIIHI PC. }]H/9RN.iN1F/w1t G aex7,t _____ r w,Ni[R A N.U, Y PE PP Ir-•u r - R4077 H Or " COb�PON TS FOR SERIES 2222000 g 1QQQ E-Z _NQ ST RM PANED (SLUE , /2' I ") - 259,- - r..... __ _ ._ . ._.. _ i5196- ((LATE WIDTH> _ - - _ - I- . 2.230"----T I - _ 1/4 C1NE WIDTH) ._ _-. I ... ..._ ) 1 s, 196 r0A r - / ' •- , 350 . -.. - _-.-_ 1.N0•. - , 15O' • -'>•'- i' I . D75• 2.500' !f-�• m • • 'y !f F /I11/ I . 2.657' O.LVANNet 51Ct1 I fd H •A, 2�tl• SSOLI' j TYP 12S 2,244' 2000• 2 0'/ I: ' HEMMED TYP. ASYM A-653 iR GRAD 50 M NWWO DETAIL A_1 1 1 EDGE , G-60 GAv - .. _!... _J t _DLTAR A 4A C - Q STORM PANEL � ' . PANEL'S END Hm / w/ HEMMED EDGE. ter' , 1 f'y}i� f p Ew 10.00" 0.250' '`�.�'�"'v'� ISOMETRIC VIEW DETAIL A ROUNDFO CORNER O ENDS OF PAJNEL5 END UP W/ HEMMED EDGE (N I.S) -,(-•t25' II pI 1 O 7 1 11 N -1 I I 3" MoX.- V 3-83W ax) LUAMANGLE I 125- I... P 0-N, 2.000• I __----- . .760" ::��) I - Im'.__i C) 'AL" TRACK - - p�1ER'A. T1( r 750' H [055' 0m) 1�,•'' .CEN 9 A , . SF .• . II = i No.44167 : i. _.__ I *: - - no'.. - -s t7•. �� b;...s `8 STOP II* LONG 6063-T5 Num. ALLOY 5 •_,Q r75, f set .. - .. Z_a70- . REVERSED WhW TRAGK'h' T�GK 160' - �p __21T rl3 r' t � I T �D i 2w (Typ ) OP , , W WTOE 6061-T6 Alum. ALLOY ---2.591"_-,_ P 079' � ( 2.BOO' II Y.214' f " _. i. ..� ,* ---2 470"--I R'JO^ W (� REVERSED WU=IR�T$ 125• I 1 ,,M. - 5' Mu, - -.-. - © 2'x5_j ax.) ALUM. ANGLE FLORIDA BUILDING CODE (High VIIocHY NLlrl-rus Z...I AYE OF -- a woJY ,•rrco. +N 20 GAGE GALVANIZED STEEL STORM PANEL , R GRID �.- I� w..r a1/a/mom ' NAL"�, ��r I I_ 1L E C O sFsc '\ �BAL PROTECTION PRODUCTS, LLC, JELL IIIIpMIH • �_ 7 "' .eIM s r. 51 eTREO nu �Trx rj ENo�LxNI cowr4wY COTE• n..w1 20-176 / / Hn 1. .xn - .rI4114 . N _ po"i (e64"e 75.5, FAX (as.Jve•_', F n1.1. I-. u,-,f. • 1-1 n, �Y ORANM° Na „1. SCAN/SONANNfJaU! RN µ T1UR 441 I'C - U •"" MEET 2a o, if __ I '4' IAPCON ANCHORS O 9. 0. POURED CONCRETE_ UR CO•KRETE RIacK REouTRED F_ /4 _ MO. F. n.4 - T I1. I I•. ur I w p r' 1 E7 "5 G11165 t . I STS ALLATION QMA1.5_T_QR.__Q�T1S2►��2_i4RLIFE SAFETY STORM PANE --aT TLY. lNIQ EXI�TlNS. PQURED CONCRILTI__9H__C�NN.�EI�_�LOCK_STR1VCIV_RES •,4' IAPCON ANY NOIP. 1/4• IAPCCN µC,ORS 1.4' TAPCON ANCHORS 09'Do, • 9'O.C. 09"OC. POURED CONCRETE POURED CONCRETE POVRLD I.CNCDET( OR CONCRETE OR CONCRETE ON CONCATII' BLPKTP REWIRED T BLOCK REWIRED DViC. REWIRED I 1 1/.' 11/4' i I t/4. - - - I VPR.... EO• E..;• �(Jf�r L.D.• 17,(�./ o IN l b �-R a1.RR V..Y {- WOA (RY _ W o t iLM1FT] ERlSn,_4 1, I E%rSlly(J-J � f-A i. A GLASS "It 6 OIASS ; "y: 1 / r A( I ,yI§jr• A VWNy a g4 d I ay ! I ,aq i .8 ; ,I ; - ddI •, �R ! -� I ! a3 I ! 1 RICH m., e�,GT } 6' � (1( 'i U '. L•, • I/�-� � � � I7yR �j Y A e/ 1n I ))I V1 I •, H YA / '/R•• • r,iS 4'OWR,A 6 '� Y .. _.._. Rkk ! }.fin. WNc N,n ° , Y- t I I i 1 1 ai I I I • ( (j7 r En _ i E.O.• EDs -7 ; 4 I N II�.R ��6'W . 3/32•.(Wi/10 NUY y' *4�t �'.,�eY A'3/32' welC 1/y F 7%C� t OWING INN wASNCP 71 E 4-y (/RCYON )]2/ NG NUT WASHER ••9^1 WASHER O 12 1/a• O,C, '•PI. NUT WARNER (BEYOND) I:W TAPCAN ANCHORS 114' TAPCON ANCHORS 1 4" IAPCON ANCHIORS 1//.' TAPCON O 4 1/2. O.C. 6 4 1/2' D.C. --�4 1/2. of - .. 7Ji0roRS (ST'AGGERED W/ STUD) (STAGGERED W/ STUD) O 4 t/2. CC POURED CONCRETE TOURED CONCRETE POURED CONCRErF ?':,UREb CONCRETE OR CONCRETE POCK, ON CONCRET7 RiOL.:. OR CONCRCIT BLOCK OR CONCRETE BLOCK REOUAM REWWRED RECURRED REOVIRCD W�L LL_MOUNTING INSTALLATION WALL YDUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION bA SEC.TION.- N SECTION 4A SECTION 4B �BE¢,UiAR PANE] O LIFE SAFE PA, -NE O REGULAR PANEL 9_,UEE SwAFETY PANEL SCANT 3/6--,- SCALE 3/8`.'.. SCALE 3/B""-:.. ANCHOR! rot '/.•e Stt ING I ID ♦ LL rUR AKIl1Ff: 'nPC • TNZM OVUM:O f0a PBTAl144TpNs PlPU aoOO __._._..__..._-.__es Tv,) ANM 9UtOHG. YH -- 9MONe q.) 3 YWN14M AIA-J10. 3PALN,A , YT'Id ..;-I EDGE'6TANOF .RE NOKATm HA1 Mn P.e.Rr �CYIe.1. OADni 3 SCHEIRAt mR ED. LFS3 THAN W61CAlTO " .1..-I bsee - 0.I 3___ SCJEOIAF 9mJOE ANCHOR SAACHC BY MLAMMMNG SPALYTIG SANIN ON SCI,OULE AMA LA am MFW� EWCIOA By 111E Mo-OWIC FACTORS. mR In's , tn. �e_ OP T%YI t0 BE °OSSIip- RC ERA C. OIKIO 9PAGWG 0 115W0 rI,ct 4 L NOt - OBTNNF NY M Lf AC RU MINAaGM sOT, H' HCHED L -- x !Y - - TOR EAL1+ 4NCNOR TYPE ON Ere sLNEOULF f• , IO 3 ,lr 3a1 `,' CEN SAL• FLORIDA BUILDING CODE Hi h Velocit Nurrlcana Zon PP N0. 2D GAGE GALVANIZED STEEL STORY PANEL XNRN __ _ _ _ _ 9T /me/3mo T TE O _- GLOBAL PROTECTION PRODUCTS LLC. I dR: :��•'.. F o �' TrL Art' c o RNA RP I -- 1 JRi T.A-� .e°o I 1rrEl'1 :O ate` F n i R O e_ 31 I. 4 a [HOWL RNO 3 F - A'''AAAI, /I%, NA.T,_,.�.,_._ Nam. cmi.. N. ,». rN.'-; u� n,+anrr Pl.. (Y6.)aoo->o.6. POI: C•S.JWI9-e'197 - 20 76 / IIIIHIA\••[ SLY,/'91'ANTLeR,/dTC -• ,-_;-0-ItIi9 .. -WP'b ..- OMAIIKI No. !N`IALLIFT-LQN QET.AIL5_.FQR__DPTt9-L� _ FOB LIFE SAFETY STQR P.ANEL_.5Y��I !N_T-Q EXIS-TING-�1Q9.D_ STRUCTURES I I '- _-_"1 I,i ._ .. 1/e'4 tAP(.'Oh • 6' O.C. )'•-.. ... I._-_--' I/4'I TAPCON O 6' G.0 -W/1 1 2' MIN MPfiIFIF'n _ W/1 1/T' MIN tHREADEP I, PENETRATION AT WOOD PE nON I '1. { NE'IRA A WIX1D rR ' \ 1 HEAL 1 A D EAOE jI I I 1 1/2- , I/•- 112' , 4- f , A I Wool) HEAMP I -i I WOOD t r' I __ _.__-- 1 No,.- I I 2•-. a' RECURED - - Me. 1. �X7L REORED' R... �, %Mtn. t �6.' i " _.L.. C. i J��J i WNt. 1 i Y,1. YPNMt DIN IY QM3 j Ir-- LSNt ArJ+Eol4a I ', i EXLSTYXI ON SNQY To) I , i WnT MAST 1' MP.. OEASS -I _ I.. I _ . %, Ma. I r"" (SEE SGIEDULC I PAv0. LENGTH .. _ - PANEL iENI:TH N(.. ` Ex15TRJG__.-,I ON sear to) ISLE NOTE 1 BELUIF) 1/4'e-20.1- I I (SEE NOTE I ) I IGLA55 S.5, M.S. W __._ I 7 a M332' //6B �7J .. :.. rSNO HN �_..�-_ L�ELI' _-_ ` I V�9 Ii_ iPPP_ _-.,_...-.I 9 i ~w �(_�} r�� I c' ca EG P __ - < rl V I ' E0. ' ,,: I EU I I I 2'.4" WOOD PLAT 7/6"e R 3/32• WIND NUI 1' .' WOOD PLATE 7/6.6 . 3%32' DING •RJR I REou'REO WASHER O e 1/4" O.C. REWIRED WASHER O (BEYOND] 9I 1I4-10 PANELMATE P�,US '1.-10 PANF7_WIE PLA 1 O 6 I/4. O.C. W/f 7/A" O 6 I/4' OC W/I 7/6• I A9N. IHRCADCD NCTRAtIfX: 1 MIN. THREADED PENETRATION AT MIDW07H N PUT �, AT MIDWID7H OF PLATE , � WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATJ•QH ALION,i YE..6AW 1I. HT'11"'d ALTERNATIVE BRIO O REGULAR PANEL s �iccR......L11�� ,� �E SAFETY PANEL SCALE 3/e'.1 �. P. �GENS '➢ ' SCALE 1/B--I,. : � F FLORIDA BUILDING CODE Ni h Velocit NUT Icon* Zone) No 44167 °t0'0 "NCO "K 20 GAGE GALVANIZED STEEL STORY PANEL oA p, :. INSTNIAMINS APL ONLY VALID FOR BUILIN C$ WmR As.G. DES 1AAU5 I . -7 P IH F T m EP iD 555, 2.0 PSF ANG ANEL'S LENG U 0 B'-A _ /TA/SwR - TIE._' ATE L BALL PROT I N T - 0 ECT 0 PRODUC S LLC. S 2 FOR NEW WOOD FRAME CONSTRVC11tlF1 WOOD 4FM8ER5 ID BE SpUPHtRN : 'f, -. I 1 0 IN �' ' -- dT[ 01 ° 2t- E Lem 5r RI Rp- PINE NO T, w/ sPECIrK or�Nsm oT o55 oa EDUA: '•. O,,k,,• OR5 i-"iYfiiiN'n • rwalNan.R eorrANr dW. IL 331H. 20-176 .. IrY, I rA RNnn n M,Y PNaNt: LI1.1Ils.-Te+3, rM (es•)K9-vr+ {I .,,SS/ VL E ,4L ,_ ,r..: (al 1r I. ...,.. - ^�_____ 'INII III/1rOM.IRr/O.T[ a OWeT,e wr MM ItKI e•H w ORAWNC N•: IL.- wAifP :047 4r.. P F 4M n-w _ -'--' -- ._-.-__-.-._ rLOYd HHI'1 -- NaaT m e1 a 3'/24 6 OLIS HCRI m KLO.',1 4 W/ oR WVU 1 Isar NOTt a p.NI' aNs i'/24 4'/24 eLLo,.) • FAC ND FOIL CdKIIFIF .NO , IU E,W i-. SCHERG L CR- OiN 6W.l- SERETE Li 1• I. no, Al 2 - 1TWi uT _ - _ 'L3...._E rf . _ _ I ..1_� 11- ' _- �_ _ ] '_� _ ..T'-r- 1-11,11...,._ .,. _-.,r_,T„T,_T_�, _-•.•e-rY -.- - y....rr_-r_r,. �-''IF•�_ � . , i am ►4I N CNAMW FWM) EanDMOR RR'rL)I� (QitI11OR IIIIEL) i I Lap AND.) 1 I 6d % L SIX NONE 7. 3. 4 900w ! (1- nOR 2 x • 9[IDW I 1 1 1 1 r t k t I .1 + I { I I I . ., T.._1 - _ .j. _. _ __ . ... ,. y1 R'.r 1. ` ., ,. 40 2 -L' I i LM.�'� IseE NotE a BRDb' '- FOIL 1O�K 1 -1.0*c TEE mow TE 3'... � _I I' KILL "r"�T�- "��"-'_MM1%Af ON HNL7 T5: E"d W000 SCR[W N NOY[ 3 SEE XF.1KNn VN SHRT2e '- 'QGR®W/ 0R R/4'an -_._ • LAST PANn 0 TO BE NSTAULD AT EACH OPONND &WAYS M PRON%OCO w/ ICAL ELEVATION FORS TEAR NM4xt to 114WIME KS.µ pN E-2 H NG STORM PANEL ,.1 S� I HTtNDm TG IS NOAUav FROM YA(I 3j]2' . 1' I n310F Or 47RUCTURL ,-.--_-.Y.-_ -.-,/4• MY CAP /.• W.. OA (j)'' C22aR©W/a-/o©.Q -. , ECTI3/3Q.J71_ � A NOTES_J (1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL Cont. TRACKS TOP A BOTTOM. (3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR (b, SHAL BE PROVtpED AT SOP OF SUCH PANELS. (3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of 1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO EXTERIOR FLAT MNGfS OF END PANEL (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION. (5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .• a• 11 `Y. k A; T!0 jl : ..- ��CENSL-' No. 4 167 * Q n', STAT OF - ,,r FIO LOP . 'A.FSSION L �C ArrrAt.Ill MO"' 3• III" 2'/24 I'/24 1/ A S OAR, V7Ary[� �CS)IsI MOTt 3 en Don I 1' MN. cow.wIE •WONX13 P L n, 3' YP. (Ax 1pEDLEI PW SEH a6) _-_"{I -i 1. 1( ....._.1... "W SM5 1/r-I- f7n 1iI I/r 1 _ It l_ _ 6n 'l 'I. (vRP R3. 4 ((((((R4Lpa41R �.. RREMOM RAtOA EM16100.I�ANEF� LEND PANEIj f SEE IA 4 BUAW ISfY 4 � � � � >EkF ND7E a. 3, . HALLOW ...._. _.I _ I. .....• I. I _. • _ .�4 • `�+ % !4W'9IGTINS / 1 +A E1.l..RLAP I Y BF� D .-1J- •. _-__~•-• (ALit1NM1I LOC 71bM Aµ AT ENO 11A. A AT ECHO OR , 1/7 1 I/1'- ) INTERIOR PANELS _ ---'- - ___It---.-� > LAST PAMCI ® 10 pE PRSTALEp AT fACHI OPF .1 S1W1 NWAYS M 1]AOVIDED w �pICAL ELEVATION f9 Z000 REAR NU,D X TO EACNUTE XES KU R OTTEH63ED TO BE NSTALED FROM E-2.._ &MIDL.-STOB1d PANEL (1 S, Hsloc or STRUCTURE SGLF 3/J2• - I• �,/4- Mw CM 114• Ib.- GAP-jg ( �►RI... 1_'pp S, .itA..Y..LW_NAL-- lr Al ENDM1[ LTCATOk AI LI,D PAIR15) I VM - $DALE 3/32• - I- 0I CCIRAIT yr Of SL 1Fc__I()gD. L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL H nl TRACKS At TOP k PANELUAIE PLUS OR 15' LONG 7 Al TTOM W P MAT S FXJ ! ANEL E (2). END PANEIS SHAL3 ALWAYS BE CONNECTED TO EXI -,. SR -I WNL RY MEANS OF N LLIATES OR, II' USED H I.T W/ 15' LONG IZ) rRG1CK AT W"C", END PANELS 516W. BE CONNECTED TO W/ 1/:6-aDXS/4'T1/� w� 7/ 3/37' WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I DESCRIBED oN NOTE (3) ELOW). (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT ,��TT U1 P T V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1 S41AL BE PROVIDED AT TOP OF SUCH PANELS (a), FOR INSTALLATIONS WHEN END PANRBjEE'CL_}}S AND SOME NIERICA PANTS ARE DIRECTLY W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL MITI. EDGE DISTANCE. FOR THIS GA.4�, INTEROR PANEL USED .R)I�1TLY Yif ODE$ NOT NEED IO BE CONNECTED TO (L] BY µY MEANS TRACK C2) SHAI1 IN5TALLED r SUCH THAT ADJACENT PANELS ( f tEFT A, RIGHT SIDE OF it TEMOR Pµ EL) HAVE '9A. THOR OVERLAPS RETAINED BY 2 . / ''EG FLORIDA BUILDING CODE (NI h Velocity NUT Icon* Zone • £ Tame TERM INe I 20 GAGE GALVANIZED STEEL STORM PANE[. to 1. I - -- I r -� > / \ GLOBAL PROTECTION PRODUCTS, LLC. L T ; u iL ECOERN L IeoD , H ]TILIT TRLII Hp ae coWANY Gwr, n. }VN. i AN +'HMI MAr1• n. M•H H+Lm. (aS.)!ev-]s15, FM IPn.Jte9-s7eT 20-1 76 - IIS1 �_ '-,^•i.Pl .. AW .... fwl A,-IM, --�„N IWAAM.S N. E SrA_i%CAAnAE/dw G waip" __ _ _ _ MUTER A Ina ... Tt _ _ _ -wn»azI INSTALLAL10N .-QETAILS_FQ�R. OPTION ._ 2_ FOR LIFE SAFETY STORM PAN.E1 SYSTEM I D--E)ISTING PO Bf CONCRETE QB_,LONCRE E BLQCK STRUCTURES 1�4' TAPCON ANCHORS 1:4' rAPCON ANCHOR' O 9' a C. I6 1" O.C. Pou CONCRETE POURED CONCRETE OR CONCRETE BLDGX OR CONCNLIL FA K RECHPRED ' REOUFIED T C_-, 1 1/4, E-__ 1/4�. I MRA I I WTI F1 • , E.d• I , N7 ( !} I } r Ylimut aM `✓ F W I an ,q CNI I t01a014Sea I EXISn.)G-II h Tl EXTSTIEG-I G'USS 1 ; Y GLAsi .. __ 9 6 y eWaQq I I i 'i i -- Pf N 11 _ 1 __ -- ; rj f L /, E£j I I I I- E Y WL,ryN 5 1 ) 1 5 I Sx WAIN X •, ; I _ iitlq - ql'� 1 I { I I 1 I I i I EO•, �..Y C0• ts• i 314-10'. PMIE MATE PLUS W/ III-10"e PANELMAit PLUS W/ /6'4 5/32' WINO NN WASHER y/6"a . 3/32' WING NUT WA IK" O 6 1/4. 0C (REYN1D) FOORM CONCRETE POIWCI CONC'REIE OR COWRE'E BLOr•K OR CONCRrTE BLOCK REWIRED REOUIREO WALL MOUNTING 1NSIALLAI M YlALL MOUNTING INSTALLATION SECTION 5A SECTION SB O REGULAR PANEL O LIFE�_XIFETY_p NEL ...i, I/.-:.," ,II.111111.1 IUN 11- 1./N•-I" SNI SHRZT to • p0 TIO .AGARS OWE • .__ 7YP[ _ � "W . _ _ 4w:+NG FOR IIgfMUTOM Wra WOOD .�_-„- _ FRAE WALOR4 leA WItINII RMCaO (W - 3 3 YNML./ NKHOR SPALIM'A ANO M1MWW €DGE DISTANCE ARE H(RAim ON MICA I--- 6NINEr (k) -3 � 3 SCHEMAI TOP E D. LESS TAN ont iF77 ON PP — I- Sew 0.) �� i � A -- SCNEOUIE Rm,KE .H+CIIM SPNCNMG n ALSIft rA N,ATo* FOc SPACING CTURS M CTHIS GBZ OLM9/J 1PL.T011 O•' R r TRNG r .roe THIS [ oLu .clan 3a - CPIRAYMR. t0 BL INKSaNF. ION R ' '/,- _.. K LES IHTMNTD DSLM PACUIC NDICA 1D } ,/r - ' IY F15 THAN YHIYIIM 4DAr.K. N(MGt[O =AHn1011' Ill OH MI5 SHINS Y' - -'m ,a°„ 3 I I•-_ s"'W1 A -11ti/", , a�_ •'' �)CENS�L •.,9 No.44167 -> p 4 �F E �r "a 11 11 , P.E. st L o 411F,,%/LV.TE--- FLORIDA BUILDING CODE HI h Velocity Hurricane Zon .=a nOmv, ..: 1 20 GAGE GALVANIZED STEEL STORM PANEL f ° --, e1 oT M/2em GLOBAL PROTECTI N PRODUC 0 TS LLC. 1eOA IL 31 HMlil i - Ne CO- n-1 R 3331. ,.,• wi'.I" .I. �... e+I.Na n In•Ofm: (NHNW -]3.3. IM: R95.NK-M1 20-176 r LW1 In...U� 1H .. h:• 4n. r .11r.1Y w s r-is�r•-"--1- a PIYWIIf• N. G N au NOTES• V I ID IfA�' crOEZ P FI cvcTcy I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4" DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE A P A R F TH R N N W FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO N PR t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B. ED E 2 2 4'1NT H q ENCODE 3 O ANC 0 $. IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2) IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE IN ALLO Sl R N i TN T [ VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S MANUI'ACTUREA. M P T F • 1 F T STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF 11 11 + 1 THE R L I ITY T - TN TI PFA r � r .iHw BE ESPONS L (x ,ON ^Toe r R7PY T E ABOVf M CODE A5 _ ENESTRATION TF$irNG R P ttl TA.'-' 1 9 HE C ORAL. 0 SH HE SOU ONLY B OF U R RE T7 A EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K OR WOOD FRUE BUILDINGS 2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF :NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS OM IH H' TR 1R FR E N51Uf b S UtTI E. , 1 r Wb1 THE 1 Ir ON AC BII LDMC ) PRkITNi HAND N TRU R RN M SIGN. G JI K AN TRACILE. Au AA tNU F U' H ENCTN / 0 STl1. SHUrtER UL ,l 3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0 4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN it NIA i P F tl INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO 5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI: INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'. (6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF 7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y. B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED. 50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4 I9 IF SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC ,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL 9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw A ( IO_.C615iD6N::_ ) P9LLBLD"F`�� (•) THIS PE.O SHALL BfAR tHE DATE 4ND ORpNNA SEAL AnU SIGNATURE OF THE Pga{'[5S10NAL tNGINEU OP RD T p - 4 N IT 1 RCLO THAN FNtL PORED rt I • lA1xC0 ANCHORS AS MANUFACTURED BY W INDEX INC. MIN YC• 19T BL 3 wI ( P ) - 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN - 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING. (r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE. A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE FEMALE t0 6 PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40 MIY FINISH MATERUEL SHALL BE PERMITTED 1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114, IN10 ANCHORS. a• - A TI( A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5� FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL a{ �:''•\(CENS, --. �y'',, Bf A5 MENTNED M A.1) AND IN A.2). - No. 44167 g (B) TD..EXD.TLtiG.CANGREI.E_jIU&!�_B!6lL ' * : * i Yr ' -- 1/4. 6 TAPCON ANCHORS AS MANUFACIURED BY tl* BULGE%, INc F-LORIDA BUILDING CODE (HI h Velocity Hurricone Zone) 4' i .00m iiM H[ - 1 P X -M MANUf INC 1'mr 1 B CALK ARMORS, AS 4FLOSS A CH RS, A iS(M , Fn P ) •• F O. ' 20 GAGE GALVANIZ T R - RODUC PANELAATE TFAIM,E IO AND PAN0.IMTC P115 ANCNONS, AS MANU7ACTURED BY ELCG CONSTIRLICTION A+ ( igP �4C, ED STEEL S O Y PANEL `/`S In PRooucTs (rmr2o71 o...n � / NAt i --- J _ �_ -- �• A -/ J�,.�6/y N�ID{1u�.y% i LL c GLOBAL PROTECTION PRODUCTS. LLC. m - [,- �1)-ONI)�Y"1�'-C'RMIMT LAW. EL lul. HIn w. _Sol WIRY _ n M,M PHINR. (me.)•ee-]I•% rM (eNNK-MT 20-175 .... , (UN, OI.'a A : Am M-1N1 - ".-- -'m; 91MIIHG NP �' CMa LU,,e .Y .r Mw ,w RA r Tyler _ PL 9FAL✓WMMTMI4/dT[ 69LT[ll A TLLA 8, r.t nA +_ u � - - OIM :I a 2F MAY 1 7 �NSTA�LATIQN DETAILS FQ -DIES 2.QQQ. 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TON y I O GAg I 7 em'2EhT/ ./ N 1 EO 4A6i� i /4 •ANIi • A I raR W 1�EPNt�MNRR , j/9TM2/a� i ro I M 'NOI.WMM N 1 Mh M I/, [VERY onRUR r I I COCALAP I To GLASS. I 111E I.R • 9 //' } { I 1 Cow OYDKN 1 ' [x I I � i I .1.-._ a y1 p Y If I I i 1 I i I _ L_ r._ �- _.__ 1 �� _"� _' I I' Lg( C�AAIImpA,3/m/ a N , I � 11 'r I I F! I I Iwr . I a ewm ) gg , I 3 tw. g q M ), I J, 1 ' i I I Y 1 1 e3 M ' , Lp' C Te I i I t• R• I(P r -) I - 1 11 - I I 7I 1 ,SLOLO aN / 1 S• nr--/ I ) , 1 T I- I '(,7 °y nnx R4 Mo�Eu S i. °num",Li I - C•IW T1OIIla9 I ., V-� . TIf / I - ... I .`, -1 I 1 .., a1AKr T, ae L -_ - 1 ,,.••, 1M14A Sn'4PHA I \ ... K R/4 Hl/34- rNv ,! ) 3 •/7/a•w 3x• I /R2RY•' MR _ H , m l--1CT•-+•+--lV--• ,,, � Oa t Hr-M.)/1` REeIIWP p N2M 1• M,- WN91M M '' "Nu,7M 1%.'F31 .' EO Co G , - I--__J_.. wMCRt�E-' H. r "a , sa 3aEE /' Ii I/rN-R1.3. •/r..2.W. t ONO- IEtt •- - K.. /I y�, a" O" SHba� �., Ny1 / "_ Tn� 9 ((Yt Y* So, - aPeoute m :WANK WW Oe NN ON 9cu wn) rJ /t'W oN um n, /� ( WALL. AN12.1iIBE.C.L MOUNTING INST. R9•n 1 i I ---EA w I3WW ) °B a Ir oc WALL MOUNTING IN5T. SECTION 2' SECTION 1 - 0 sL ut 3/e-+ R TO_CEILIN¢ MOUNTING INST. HULLO -OUT MOUNTING INV, IiCNt 3/(ey-,' B •- SECTION 3- SECTIQN 4 321Ef.�1�� -91" •+GTE v,e..,• 'GALE t16-1' 9PLUnCATWNx RTQRU m LOIN � in, er MN e ) 'o AA �i,L .3 -1111,IH111111,I, } - 14) y e "® .; IS POIN ato ox°1"N"' ;iP`" a��1P��,RGENS'-..,- J yI/ ii 11"NMTPW - ON - x1 B -5.Mf5 ,r 6 H,A,LY rd COIMeM[gN fX 8{cI10Y4 : ' NO.44167 "S- LI -- oP A N 0Y Nm Nemas AN m = - FLORIDA BUILDING CODE HI h Velocity Not cone Zone) © COYUNCJ n ANY WAY TI SNr AV, fm0 rn1Ct0. I1G rP PTKUICN - ?'�}, STATE OF a 20 GAGE GAIVANIZCO STEEL STORK PANEL uM+N m DETAIL 1 { O • F : �4c , _ "-- -'- _' sFME: +/2• Y 1• y" . • td 1 L E C O _r A GLOBAL PROTECTION PRODUCTS. LLC. oT/TA/Nao L� wn ,. •,y Elp%1 / iNt , .eCA s.r. m z1R¢' •1F/��.10 Ik Joi S11WW k [�IaWILCbMO COMP.1 dW, IL 2231. .W } M HA..,WM.rAmY YM1M R1011L• (L6•)Ye-7MN. SAX (•3.1NW-0)i] 20-T76 .v. t-.H-1M. 1., � Is11 Y, • DR4.•rlr1 Ira PC aAL/•Aa,HAruR[/w1C y tA-000e],• __. rML2 A ts.... P. _ eWn 2. or „ st, inc. FBC 7ph )xz300 N r- U) m (D �-, U S_ Q o n22 m U .- E/) 2 !✓ � C6 - -0 U �_ /'F� O IL O 1. W 0 Q !✓ _ O U_ M O p W , ��� ^� l_C A AJ - r�I-- i.. - f _Q . E- V J E Z Z W J C �� L. W i /�� N� J O ♦-) O I..L U /� 0 v / L co Q Z Z Q -I IZ SHEET NO. SH 1.2 COb�PON TS FOR SERIES 2222000 g 1QQQ E-Z _NQ ST RM PANED (SLUE , /2' I ") - 259,- - r..... __ _ ._ . ._.. _ i5196- ((LATE WIDTH> _ - - _ - I- . 2.230"----T I - _ 1/4 C1NE WIDTH) ._ _-. I ... ..._ ) 1 s, 196 r0A r - / ' •- , 350 . -.. - _-.-_ 1.N0•. - , 15O' • -'>•'- i' I . D75• 2.500' !f-�• m • • 'y !f F /I11/ I . 2.657' O.LVANNet 51Ct1 I fd H •A, 2�tl• SSOLI' j TYP 12S 2,244' 2000• 2 0'/ I: ' HEMMED TYP. ASYM A-653 iR GRAD 50 M NWWO DETAIL A_1 1 1 EDGE , G-60 GAv - .. _!... _J t _DLTAR A 4A C - Q STORM PANEL � ' . PANEL'S END Hm / w/ HEMMED EDGE. ter' , 1 f'y}i� f p Ew 10.00" 0.250' '`�.�'�"'v'� ISOMETRIC VIEW DETAIL A ROUNDFO CORNER O ENDS OF PAJNEL5 END UP W/ HEMMED EDGE (N I.S) -,(-•t25' II pI 1 O 7 1 11 N -1 I I 3" MoX.- V 3-83W ax) LUAMANGLE I 125- I... P 0-N, 2.000• I __----- . .760" ::��) I - Im'.__i C) 'AL" TRACK - - p�1ER'A. T1( r 750' H [055' 0m) 1�,•'' .CEN 9 A , . SF .• . II = i No.44167 : i. _.__ I *: - - no'.. - -s t7•. �� b;...s `8 STOP II* LONG 6063-T5 Num. ALLOY 5 •_,Q r75, f set .. - .. Z_a70- . REVERSED WhW TRAGK'h' T�GK 160' - �p __21T rl3 r' t � I T �D i 2w (Typ ) OP , , W WTOE 6061-T6 Alum. ALLOY ---2.591"_-,_ P 079' � ( 2.BOO' II Y.214' f " _. i. ..� ,* ---2 470"--I R'JO^ W (� REVERSED WU=IR�T$ 125• I 1 ,,M. - 5' Mu, - -.-. - © 2'x5_j ax.) ALUM. ANGLE FLORIDA BUILDING CODE (High VIIocHY NLlrl-rus Z...I AYE OF -- a woJY ,•rrco. +N 20 GAGE GALVANIZED STEEL STORM PANEL , R GRID �.- I� w..r a1/a/mom ' NAL"�, ��r I I_ 1L E C O sFsc '\ �BAL PROTECTION PRODUCTS, LLC, JELL IIIIpMIH • �_ 7 "' .eIM s r. 51 eTREO nu �Trx rj ENo�LxNI cowr4wY COTE• n..w1 20-176 / / Hn 1. .xn - .rI4114 . N _ po"i (e64"e 75.5, FAX (as.Jve•_', F n1.1. I-. u,-,f. • 1-1 n, �Y ORANM° Na „1. SCAN/SONANNfJaU! RN µ T1UR 441 I'C - U •"" MEET 2a o, if __ I '4' IAPCON ANCHORS O 9. 0. POURED CONCRETE_ UR CO•KRETE RIacK REouTRED F_ /4 _ MO. F. n.4 - T I1. I I•. ur I w p r' 1 E7 "5 G11165 t . I STS ALLATION QMA1.5_T_QR.__Q�T1S2►��2_i4RLIFE SAFETY STORM PANE --aT TLY. lNIQ EXI�TlNS. PQURED CONCRILTI__9H__C�NN.�EI�_�LOCK_STR1VCIV_RES •,4' IAPCON ANY NOIP. 1/4• IAPCCN µC,ORS 1.4' TAPCON ANCHORS 09'Do, • 9'O.C. 09"OC. POURED CONCRETE POURED CONCRETE POVRLD I.CNCDET( OR CONCRETE OR CONCRETE ON CONCATII' BLPKTP REWIRED T BLOCK REWIRED DViC. REWIRED I 1 1/.' 11/4' i I t/4. - - - I VPR.... EO• E..;• �(Jf�r L.D.• 17,(�./ o IN l b �-R a1.RR V..Y {- WOA (RY _ W o t iLM1FT] ERlSn,_4 1, I E%rSlly(J-J � f-A i. A GLASS "It 6 OIASS ; "y: 1 / r A( I ,yI§jr• A VWNy a g4 d I ay ! I ,aq i .8 ; ,I ; - ddI •, �R ! -� I ! a3 I ! 1 RICH m., e�,GT } 6' � (1( 'i U '. L•, • I/�-� � � � I7yR �j Y A e/ 1n I ))I V1 I •, H YA / '/R•• • r,iS 4'OWR,A 6 '� Y .. _.._. Rkk ! }.fin. WNc N,n ° , Y- t I I i 1 1 ai I I I • ( (j7 r En _ i E.O.• EDs -7 ; 4 I N II�.R ��6'W . 3/32•.(Wi/10 NUY y' *4�t �'.,�eY A'3/32' welC 1/y F 7%C� t OWING INN wASNCP 71 E 4-y (/RCYON )]2/ NG NUT WASHER ••9^1 WASHER O 12 1/a• O,C, '•PI. NUT WARNER (BEYOND) I:W TAPCAN ANCHORS 114' TAPCON ANCHORS 1 4" IAPCON ANCHIORS 1//.' TAPCON O 4 1/2. O.C. 6 4 1/2' D.C. --�4 1/2. of - .. 7Ji0roRS (ST'AGGERED W/ STUD) (STAGGERED W/ STUD) O 4 t/2. CC POURED CONCRETE TOURED CONCRETE POURED CONCRErF ?':,UREb CONCRETE OR CONCRETE POCK, ON CONCRET7 RiOL.:. OR CONCRCIT BLOCK OR CONCRETE BLOCK REOUAM REWWRED RECURRED REOVIRCD W�L LL_MOUNTING INSTALLATION WALL YDUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION bA SEC.TION.- N SECTION 4A SECTION 4B �BE¢,UiAR PANE] O LIFE SAFE PA, -NE O REGULAR PANEL 9_,UEE SwAFETY PANEL SCANT 3/6--,- SCALE 3/8`.'.. SCALE 3/B""-:.. ANCHOR! rot '/.•e Stt ING I ID ♦ LL rUR AKIl1Ff: 'nPC • TNZM OVUM:O f0a PBTAl144TpNs PlPU aoOO __._._..__..._-.__es Tv,) ANM 9UtOHG. YH -- 9MONe q.) 3 YWN14M AIA-J10. 3PALN,A , YT'Id ..;-I EDGE'6TANOF .RE NOKATm HA1 Mn P.e.Rr �CYIe.1. OADni 3 SCHEIRAt mR ED. LFS3 THAN W61CAlTO " .1..-I bsee - 0.I 3___ SCJEOIAF 9mJOE ANCHOR SAACHC BY MLAMMMNG SPALYTIG SANIN ON SCI,OULE AMA LA am MFW� EWCIOA By 111E Mo-OWIC FACTORS. mR In's , tn. �e_ OP T%YI t0 BE °OSSIip- RC ERA C. OIKIO 9PAGWG 0 115W0 rI,ct 4 L NOt - OBTNNF NY M Lf AC RU MINAaGM sOT, H' HCHED L -- x !Y - - TOR EAL1+ 4NCNOR TYPE ON Ere sLNEOULF f• , IO 3 ,lr 3a1 `,' CEN SAL• FLORIDA BUILDING CODE Hi h Velocit Nurrlcana Zon PP N0. 2D GAGE GALVANIZED STEEL STORY PANEL XNRN __ _ _ _ _ 9T /me/3mo T TE O _- GLOBAL PROTECTION PRODUCTS LLC. I dR: :��•'.. F o �' TrL Art' c o RNA RP I -- 1 JRi T.A-� .e°o I 1rrEl'1 :O ate` F n i R O e_ 31 I. 4 a [HOWL RNO 3 F - A'''AAAI, /I%, NA.T,_,.�.,_._ Nam. cmi.. N. ,». rN.'-; u� n,+anrr Pl.. (Y6.)aoo->o.6. POI: C•S.JWI9-e'197 - 20 76 / IIIIHIA\••[ SLY,/'91'ANTLeR,/dTC -• ,-_;-0-ItIi9 .. -WP'b ..- OMAIIKI No. !N`IALLIFT-LQN QET.AIL5_.FQR__DPTt9-L� _ FOB LIFE SAFETY STQR P.ANEL_.5Y��I !N_T-Q EXIS-TING-�1Q9.D_ STRUCTURES I I '- _-_"1 I,i ._ .. 1/e'4 tAP(.'Oh • 6' O.C. )'•-.. ... I._-_--' I/4'I TAPCON O 6' G.0 -W/1 1 2' MIN MPfiIFIF'n _ W/1 1/T' MIN tHREADEP I, PENETRATION AT WOOD PE nON I '1. { NE'IRA A WIX1D rR ' \ 1 HEAL 1 A D EAOE jI I I 1 1/2- , I/•- 112' , 4- f , A I Wool) HEAMP I -i I WOOD t r' I __ _.__-- 1 No,.- I I 2•-. a' RECURED - - Me. 1. �X7L REORED' R... �, %Mtn. t �6.' i " _.L.. C. i J��J i WNt. 1 i Y,1. YPNMt DIN IY QM3 j Ir-- LSNt ArJ+Eol4a I ', i EXLSTYXI ON SNQY To) I , i WnT MAST 1' MP.. OEASS -I _ I.. I _ . %, Ma. I r"" (SEE SGIEDULC I PAv0. LENGTH .. _ - PANEL iENI:TH N(.. ` Ex15TRJG__.-,I ON sear to) ISLE NOTE 1 BELUIF) 1/4'e-20.1- I I (SEE NOTE I ) I IGLA55 S.5, M.S. W __._ I 7 a M332' //6B �7J .. :.. rSNO HN �_..�-_ L�ELI' _-_ ` I V�9 Ii_ iPPP_ _-.,_...-.I 9 i ~w �(_�} r�� I c' ca EG P __ - < rl V I ' E0. ' ,,: I EU I I I 2'.4" WOOD PLAT 7/6"e R 3/32• WIND NUI 1' .' WOOD PLATE 7/6.6 . 3%32' DING •RJR I REou'REO WASHER O e 1/4" O.C. REWIRED WASHER O (BEYOND] 9I 1I4-10 PANELMATE P�,US '1.-10 PANF7_WIE PLA 1 O 6 I/4. O.C. W/f 7/A" O 6 I/4' OC W/I 7/6• I A9N. IHRCADCD NCTRAtIfX: 1 MIN. THREADED PENETRATION AT MIDW07H N PUT �, AT MIDWID7H OF PLATE , � WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATJ•QH ALION,i YE..6AW 1I. HT'11"'d ALTERNATIVE BRIO O REGULAR PANEL s �iccR......L11�� ,� �E SAFETY PANEL SCALE 3/e'.1 �. P. �GENS '➢ ' SCALE 1/B--I,. : � F FLORIDA BUILDING CODE Ni h Velocit NUT Icon* Zone) No 44167 °t0'0 "NCO "K 20 GAGE GALVANIZED STEEL STORY PANEL oA p, :. INSTNIAMINS APL ONLY VALID FOR BUILIN C$ WmR As.G. DES 1AAU5 I . -7 P IH F T m EP iD 555, 2.0 PSF ANG ANEL'S LENG U 0 B'-A _ /TA/SwR - TIE._' ATE L BALL PROT I N T - 0 ECT 0 PRODUC S LLC. S 2 FOR NEW WOOD FRAME CONSTRVC11tlF1 WOOD 4FM8ER5 ID BE SpUPHtRN : 'f, -. I 1 0 IN �' ' -- dT[ 01 ° 2t- E Lem 5r RI Rp- PINE NO T, w/ sPECIrK or�Nsm oT o55 oa EDUA: '•. O,,k,,• OR5 i-"iYfiiiN'n • rwalNan.R eorrANr dW. IL 331H. 20-176 .. IrY, I rA RNnn n M,Y PNaNt: LI1.1Ils.-Te+3, rM (es•)K9-vr+ {I .,,SS/ VL E ,4L ,_ ,r..: (al 1r I. ...,.. - ^�_____ 'INII III/1rOM.IRr/O.T[ a OWeT,e wr MM ItKI e•H w ORAWNC N•: IL.- wAifP :047 4r.. P F 4M n-w _ -'--' -- ._-.-__-.-._ rLOYd HHI'1 -- NaaT m e1 a 3'/24 6 OLIS HCRI m KLO.',1 4 W/ oR WVU 1 Isar NOTt a p.NI' aNs i'/24 4'/24 eLLo,.) • FAC ND FOIL CdKIIFIF .NO , IU E,W i-. SCHERG L CR- OiN 6W.l- SERETE Li 1• I. no, Al 2 - 1TWi uT _ - _ 'L3...._E rf . _ _ I ..1_� 11- ' _- �_ _ ] '_� _ ..T'-r- 1-11,11...,._ .,. _-.,r_,T„T,_T_�, _-•.•e-rY -.- - y....rr_-r_r,. �-''IF•�_ � . , i am ►4I N CNAMW FWM) EanDMOR RR'rL)I� (QitI11OR IIIIEL) i I Lap AND.) 1 I 6d % L SIX NONE 7. 3. 4 900w ! (1- nOR 2 x • 9[IDW I 1 1 1 1 r t k t I .1 + I { I I I . ., T.._1 - _ .j. _. _ __ . ... ,. y1 R'.r 1. ` ., ,. 40 2 -L' I i LM.�'� IseE NotE a BRDb' '- FOIL 1O�K 1 -1.0*c TEE mow TE 3'... � _I I' KILL "r"�T�- "��"-'_MM1%Af ON HNL7 T5: E"d W000 SCR[W N NOY[ 3 SEE XF.1KNn VN SHRT2e '- 'QGR®W/ 0R R/4'an -_._ • LAST PANn 0 TO BE NSTAULD AT EACH OPONND &WAYS M PRON%OCO w/ ICAL ELEVATION FORS TEAR NM4xt to 114WIME KS.µ pN E-2 H NG STORM PANEL ,.1 S� I HTtNDm TG IS NOAUav FROM YA(I 3j]2' . 1' I n310F Or 47RUCTURL ,-.--_-.Y.-_ -.-,/4• MY CAP /.• W.. OA (j)'' C22aR©W/a-/o©.Q -. , ECTI3/3Q.J71_ � A NOTES_J (1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL Cont. TRACKS TOP A BOTTOM. (3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR (b, SHAL BE PROVtpED AT SOP OF SUCH PANELS. (3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of 1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO EXTERIOR FLAT MNGfS OF END PANEL (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION. (5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .• a• 11 `Y. k A; T!0 jl : ..- ��CENSL-' No. 4 167 * Q n', STAT OF - ,,r FIO LOP . 'A.FSSION L �C ArrrAt.Ill MO"' 3• III" 2'/24 I'/24 1/ A S OAR, V7Ary[� �CS)IsI MOTt 3 en Don I 1' MN. cow.wIE •WONX13 P L n, 3' YP. (Ax 1pEDLEI PW SEH a6) _-_"{I -i 1. 1( ....._.1... "W SM5 1/r-I- f7n 1iI I/r 1 _ It l_ _ 6n 'l 'I. (vRP R3. 4 ((((((R4Lpa41R �.. RREMOM RAtOA EM16100.I�ANEF� LEND PANEIj f SEE IA 4 BUAW ISfY 4 � � � � >EkF ND7E a. 3, . HALLOW ...._. _.I _ I. .....• I. I _. • _ .�4 • `�+ % !4W'9IGTINS / 1 +A E1.l..RLAP I Y BF� D .-1J- •. _-__~•-• (ALit1NM1I LOC 71bM Aµ AT ENO 11A. A AT ECHO OR , 1/7 1 I/1'- ) INTERIOR PANELS _ ---'- - ___It---.-� > LAST PAMCI ® 10 pE PRSTALEp AT fACHI OPF .1 S1W1 NWAYS M 1]AOVIDED w �pICAL ELEVATION f9 Z000 REAR NU,D X TO EACNUTE XES KU R OTTEH63ED TO BE NSTALED FROM E-2.._ &MIDL.-STOB1d PANEL (1 S, Hsloc or STRUCTURE SGLF 3/J2• - I• �,/4- Mw CM 114• Ib.- GAP-jg ( �►RI... 1_'pp S, .itA..Y..LW_NAL-- lr Al ENDM1[ LTCATOk AI LI,D PAIR15) I VM - $DALE 3/32• - I- 0I CCIRAIT yr Of SL 1Fc__I()gD. L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL H nl TRACKS At TOP k PANELUAIE PLUS OR 15' LONG 7 Al TTOM W P MAT S FXJ ! ANEL E (2). END PANEIS SHAL3 ALWAYS BE CONNECTED TO EXI -,. SR -I WNL RY MEANS OF N LLIATES OR, II' USED H I.T W/ 15' LONG IZ) rRG1CK AT W"C", END PANELS 516W. BE CONNECTED TO W/ 1/:6-aDXS/4'T1/� w� 7/ 3/37' WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I DESCRIBED oN NOTE (3) ELOW). (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT ,��TT U1 P T V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1 S41AL BE PROVIDED AT TOP OF SUCH PANELS (a), FOR INSTALLATIONS WHEN END PANRBjEE'CL_}}S AND SOME NIERICA PANTS ARE DIRECTLY W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL MITI. EDGE DISTANCE. FOR THIS GA.4�, INTEROR PANEL USED .R)I�1TLY Yif ODE$ NOT NEED IO BE CONNECTED TO (L] BY µY MEANS TRACK C2) SHAI1 IN5TALLED r SUCH THAT ADJACENT PANELS ( f tEFT A, RIGHT SIDE OF it TEMOR Pµ EL) HAVE '9A. THOR OVERLAPS RETAINED BY 2 . / ''EG FLORIDA BUILDING CODE (NI h Velocity NUT Icon* Zone • £ Tame TERM INe I 20 GAGE GALVANIZED STEEL STORM PANE[. to 1. I - -- I r -� > / \ GLOBAL PROTECTION PRODUCTS, LLC. L T ; u iL ECOERN L IeoD , H ]TILIT TRLII Hp ae coWANY Gwr, n. }VN. i AN +'HMI MAr1• n. M•H H+Lm. (aS.)!ev-]s15, FM IPn.Jte9-s7eT 20-1 76 - IIS1 �_ '-,^•i.Pl .. AW .... fwl A,-IM, --�„N IWAAM.S N. E SrA_i%CAAnAE/dw G waip" __ _ _ _ MUTER A Ina ... Tt _ _ _ -wn»azI INSTALLAL10N .-QETAILS_FQ�R. OPTION ._ 2_ FOR LIFE SAFETY STORM PAN.E1 SYSTEM I D--E)ISTING PO Bf CONCRETE QB_,LONCRE E BLQCK STRUCTURES 1�4' TAPCON ANCHORS 1:4' rAPCON ANCHOR' O 9' a C. I6 1" O.C. Pou CONCRETE POURED CONCRETE OR CONCRETE BLDGX OR CONCNLIL FA K RECHPRED ' REOUFIED T C_-, 1 1/4, E-__ 1/4�. I MRA I I WTI F1 • , E.d• I , N7 ( !} I } r Ylimut aM `✓ F W I an ,q CNI I t01a014Sea I EXISn.)G-II h Tl EXTSTIEG-I G'USS 1 ; Y GLAsi .. __ 9 6 y eWaQq I I i 'i i -- Pf N 11 _ 1 __ -- ; rj f L /, E£j I I I I- E Y WL,ryN 5 1 ) 1 5 I Sx WAIN X •, ; I _ iitlq - ql'� 1 I { I I 1 I I i I EO•, �..Y C0• ts• i 314-10'. PMIE MATE PLUS W/ III-10"e PANELMAit PLUS W/ /6'4 5/32' WINO NN WASHER y/6"a . 3/32' WING NUT WA IK" O 6 1/4. 0C (REYN1D) FOORM CONCRETE POIWCI CONC'REIE OR COWRE'E BLOr•K OR CONCRrTE BLOCK REWIRED REOUIREO WALL MOUNTING 1NSIALLAI M YlALL MOUNTING INSTALLATION SECTION 5A SECTION SB O REGULAR PANEL O LIFE�_XIFETY_p NEL ...i, I/.-:.," ,II.111111.1 IUN 11- 1./N•-I" SNI SHRZT to • p0 TIO .AGARS OWE • .__ 7YP[ _ � "W . _ _ 4w:+NG FOR IIgfMUTOM Wra WOOD .�_-„- _ FRAE WALOR4 leA WItINII RMCaO (W - 3 3 YNML./ NKHOR SPALIM'A ANO M1MWW €DGE DISTANCE ARE H(RAim ON MICA I--- 6NINEr (k) -3 � 3 SCHEMAI TOP E D. LESS TAN ont iF77 ON PP — I- Sew 0.) �� i � A -- SCNEOUIE Rm,KE .H+CIIM SPNCNMG n ALSIft rA N,ATo* FOc SPACING CTURS M CTHIS GBZ OLM9/J 1PL.T011 O•' R r TRNG r .roe THIS [ oLu .clan 3a - CPIRAYMR. t0 BL INKSaNF. ION R ' '/,- _.. K LES IHTMNTD DSLM PACUIC NDICA 1D } ,/r - ' IY F15 THAN YHIYIIM 4DAr.K. N(MGt[O =AHn1011' Ill OH MI5 SHINS Y' - -'m ,a°„ 3 I I•-_ s"'W1 A -11ti/", , a�_ •'' �)CENS�L •.,9 No.44167 -> p 4 �F E �r "a 11 11 , P.E. st L o 411F,,%/LV.TE--- FLORIDA BUILDING CODE HI h Velocity Hurricane Zon .=a nOmv, ..: 1 20 GAGE GALVANIZED STEEL STORM PANEL f ° --, e1 oT M/2em GLOBAL PROTECTI N PRODUC 0 TS LLC. 1eOA IL 31 HMlil i - Ne CO- n-1 R 3331. ,.,• wi'.I" .I. �... e+I.Na n In•Ofm: (NHNW -]3.3. IM: R95.NK-M1 20-176 r LW1 In...U� 1H .. h:• 4n. r .11r.1Y w s r-is�r•-"--1- a PIYWIIf• N. G N au NOTES• V I ID IfA�' crOEZ P FI cvcTcy I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4" DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE A P A R F TH R N N W FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO N PR t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B. ED E 2 2 4'1NT H q ENCODE 3 O ANC 0 $. IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2) IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE IN ALLO Sl R N i TN T [ VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S MANUI'ACTUREA. M P T F • 1 F T STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF 11 11 + 1 THE R L I ITY T - TN TI PFA r � r .iHw BE ESPONS L (x ,ON ^Toe r R7PY T E ABOVf M CODE A5 _ ENESTRATION TF$irNG R P ttl TA.'-' 1 9 HE C ORAL. 0 SH HE SOU ONLY B OF U R RE T7 A EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K OR WOOD FRUE BUILDINGS 2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF :NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS OM IH H' TR 1R FR E N51Uf b S UtTI E. , 1 r Wb1 THE 1 Ir ON AC BII LDMC ) PRkITNi HAND N TRU R RN M SIGN. G JI K AN TRACILE. Au AA tNU F U' H ENCTN / 0 STl1. SHUrtER UL ,l 3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0 4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN it NIA i P F tl INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO 5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI: INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'. (6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF 7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y. B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED. 50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4 I9 IF SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC ,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL 9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw A ( IO_.C615iD6N::_ ) P9LLBLD"F`�� (•) THIS PE.O SHALL BfAR tHE DATE 4ND ORpNNA SEAL AnU SIGNATURE OF THE Pga{'[5S10NAL tNGINEU OP RD T p - 4 N IT 1 RCLO THAN FNtL PORED rt I • lA1xC0 ANCHORS AS MANUFACTURED BY W INDEX INC. MIN YC• 19T BL 3 wI ( P ) - 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN - 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING. (r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE. A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE FEMALE t0 6 PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40 MIY FINISH MATERUEL SHALL BE PERMITTED 1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114, IN10 ANCHORS. a• - A TI( A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5� FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL a{ �:''•\(CENS, --. �y'',, Bf A5 MENTNED M A.1) AND IN A.2). - No. 44167 g (B) TD..EXD.TLtiG.CANGREI.E_jIU&!�_B!6lL ' * : * i Yr ' -- 1/4. 6 TAPCON ANCHORS AS MANUFACIURED BY tl* BULGE%, INc F-LORIDA BUILDING CODE (HI h Velocity Hurricone Zone) 4' i .00m iiM H[ - 1 P X -M MANUf INC 1'mr 1 B CALK ARMORS, AS 4FLOSS A CH RS, A iS(M , Fn P ) •• F O. ' 20 GAGE GALVANIZ T R - RODUC PANELAATE TFAIM,E IO AND PAN0.IMTC P115 ANCNONS, AS MANU7ACTURED BY ELCG CONSTIRLICTION A+ ( igP �4C, ED STEEL S O Y PANEL `/`S In PRooucTs (rmr2o71 o...n � / NAt i --- J _ �_ -- �• A -/ J�,.�6/y N�ID{1u�.y% i LL c GLOBAL PROTECTION PRODUCTS. LLC. m - [,- �1)-ONI)�Y"1�'-C'RMIMT LAW. EL lul. HIn w. _Sol WIRY _ n M,M PHINR. (me.)•ee-]I•% rM (eNNK-MT 20-175 .... , (UN, OI.'a A : Am M-1N1 - ".-- -'m; 91MIIHG NP �' CMa LU,,e .Y .r Mw ,w RA r Tyler _ PL 9FAL✓WMMTMI4/dT[ 69LT[ll A TLLA 8, r.t nA +_ u � - - OIM :I a 2F MAY 1 7 �NSTA�LATIQN DETAILS FQ -DIES 2.QQQ. 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POI: C•S.JWI9-e'197 - 20 76 / IIIIHIA\••[ SLY,/'91'ANTLeR,/dTC -• ,-_;-0-ItIi9 .. -WP'b ..- OMAIIKI No. !N`IALLIFT-LQN QET.AIL5_.FQR__DPTt9-L� _ FOB LIFE SAFETY STQR P.ANEL_.5Y��I !N_T-Q EXIS-TING-�1Q9.D_ STRUCTURES I I '- _-_"1 I,i ._ .. 1/e'4 tAP(.'Oh • 6' O.C. )'•-.. ... I._-_--' I/4'I TAPCON O 6' G.0 -W/1 1 2' MIN MPfiIFIF'n _ W/1 1/T' MIN tHREADEP I, PENETRATION AT WOOD PE nON I '1. { NE'IRA A WIX1D rR ' \ 1 HEAL 1 A D EAOE jI I I 1 1/2- , I/•- 112' , 4- f , A I Wool) HEAMP I -i I WOOD t r' I __ _.__-- 1 No,.- I I 2•-. a' RECURED - - Me. 1. �X7L REORED' R... �, %Mtn. t �6.' i " _.L.. C. i J��J i WNt. 1 i Y,1. YPNMt DIN IY QM3 j Ir-- LSNt ArJ+Eol4a I ', i EXLSTYXI ON SNQY To) I , i WnT MAST 1' MP.. OEASS -I _ I.. I _ . %, Ma. I r"" (SEE SGIEDULC I PAv0. LENGTH .. _ - PANEL iENI:TH N(.. ` Ex15TRJG__.-,I ON sear to) ISLE NOTE 1 BELUIF) 1/4'e-20.1- I I (SEE NOTE I ) I IGLA55 S.5, M.S. W __._ I 7 a M332' //6B �7J .. :.. rSNO HN �_..�-_ L�ELI' _-_ ` I V�9 Ii_ iPPP_ _-.,_...-.I 9 i ~w �(_�} r�� I c' ca EG P __ - < rl V I ' E0. ' ,,: I EU I I I 2'.4" WOOD PLAT 7/6"e R 3/32• WIND NUI 1' .' WOOD PLATE 7/6.6 . 3%32' DING •RJR I REou'REO WASHER O e 1/4" O.C. REWIRED WASHER O (BEYOND] 9I 1I4-10 PANELMATE P�,US '1.-10 PANF7_WIE PLA 1 O 6 I/4. O.C. W/f 7/A" O 6 I/4' OC W/I 7/6• I A9N. IHRCADCD NCTRAtIfX: 1 MIN. THREADED PENETRATION AT MIDW07H N PUT �, AT MIDWID7H OF PLATE , � WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATJ•QH ALION,i YE..6AW 1I. HT'11"'d ALTERNATIVE BRIO O REGULAR PANEL s �iccR......L11�� ,� �E SAFETY PANEL SCALE 3/e'.1 �. P. �GENS '➢ ' SCALE 1/B--I,. : � F FLORIDA BUILDING CODE Ni h Velocit NUT Icon* Zone) No 44167 °t0'0 "NCO "K 20 GAGE GALVANIZED STEEL STORY PANEL oA p, :. INSTNIAMINS APL ONLY VALID FOR BUILIN C$ WmR As.G. 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SCHERG L CR- OiN 6W.l- SERETE Li 1• I. no, Al 2 - 1TWi uT _ - _ 'L3...._E rf . _ _ I ..1_� 11- ' _- �_ _ ] '_� _ ..T'-r- 1-11,11...,._ .,. _-.,r_,T„T,_T_�, _-•.•e-rY -.- - y....rr_-r_r,. �-''IF•�_ � . , i am ►4I N CNAMW FWM) EanDMOR RR'rL)I� (QitI11OR IIIIEL) i I Lap AND.) 1 I 6d % L SIX NONE 7. 3. 4 900w ! (1- nOR 2 x • 9[IDW I 1 1 1 1 r t k t I .1 + I { I I I . ., T.._1 - _ .j. _. _ __ . ... ,. y1 R'.r 1. ` ., ,. 40 2 -L' I i LM.�'� IseE NotE a BRDb' '- FOIL 1O�K 1 -1.0*c TEE mow TE 3'... � _I I' KILL "r"�T�- "��"-'_MM1%Af ON HNL7 T5: E"d W000 SCR[W N NOY[ 3 SEE XF.1KNn VN SHRT2e '- 'QGR®W/ 0R R/4'an -_._ • LAST PANn 0 TO BE NSTAULD AT EACH OPONND &WAYS M PRON%OCO w/ ICAL ELEVATION FORS TEAR NM4xt to 114WIME KS.µ pN E-2 H NG STORM PANEL ,.1 S� I HTtNDm TG IS NOAUav FROM YA(I 3j]2' . 1' I n310F Or 47RUCTURL ,-.--_-.Y.-_ -.-,/4• MY CAP /.• W.. OA (j)'' C22aR©W/a-/o©.Q -. , ECTI3/3Q.J71_ � A NOTES_J (1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL Cont. TRACKS TOP A BOTTOM. (3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR (b, SHAL BE PROVtpED AT SOP OF SUCH PANELS. (3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of 1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO EXTERIOR FLAT MNGfS OF END PANEL (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION. (5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .• a• 11 `Y. k A; T!0 jl : ..- ��CENSL-' No. 4 167 * Q n', STAT OF - ,,r FIO LOP . 'A.FSSION L �C ArrrAt.Ill MO"' 3• III" 2'/24 I'/24 1/ A S OAR, V7Ary[� �CS)IsI MOTt 3 en Don I 1' MN. cow.wIE •WONX13 P L n, 3' YP. (Ax 1pEDLEI PW SEH a6) _-_"{I -i 1. 1( ....._.1... "W SM5 1/r-I- f7n 1iI I/r 1 _ It l_ _ 6n 'l 'I. (vRP R3. 4 ((((((R4Lpa41R �.. RREMOM RAtOA EM16100.I�ANEF� LEND PANEIj f SEE IA 4 BUAW ISfY 4 � � � � >EkF ND7E a. 3, . HALLOW ...._. _.I _ I. .....• I. I _. • _ .�4 • `�+ % !4W'9IGTINS / 1 +A E1.l..RLAP I Y BF� D .-1J- •. _-__~•-• (ALit1NM1I LOC 71bM Aµ AT ENO 11A. A AT ECHO OR , 1/7 1 I/1'- ) INTERIOR PANELS _ ---'- - ___It---.-� > LAST PAMCI ® 10 pE PRSTALEp AT fACHI OPF .1 S1W1 NWAYS M 1]AOVIDED w �pICAL ELEVATION f9 Z000 REAR NU,D X TO EACNUTE XES KU R OTTEH63ED TO BE NSTALED FROM E-2.._ &MIDL.-STOB1d PANEL (1 S, Hsloc or STRUCTURE SGLF 3/J2• - I• �,/4- Mw CM 114• Ib.- GAP-jg ( �►RI... 1_'pp S, .itA..Y..LW_NAL-- lr Al ENDM1[ LTCATOk AI LI,D PAIR15) I VM - $DALE 3/32• - I- 0I CCIRAIT yr Of SL 1Fc__I()gD. L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL H nl TRACKS At TOP k PANELUAIE PLUS OR 15' LONG 7 Al TTOM W P MAT S FXJ ! ANEL E (2). END PANEIS SHAL3 ALWAYS BE CONNECTED TO EXI -,. SR -I WNL RY MEANS OF N LLIATES OR, II' USED H I.T W/ 15' LONG IZ) rRG1CK AT W"C", END PANELS 516W. BE CONNECTED TO W/ 1/:6-aDXS/4'T1/� w� 7/ 3/37' WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I DESCRIBED oN NOTE (3) ELOW). (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT ,��TT U1 P T V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1 S41AL BE PROVIDED AT TOP OF SUCH PANELS (a), FOR INSTALLATIONS WHEN END PANRBjEE'CL_}}S AND SOME NIERICA PANTS ARE DIRECTLY W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL MITI. EDGE DISTANCE. FOR THIS GA.4�, INTEROR PANEL USED .R)I�1TLY Yif ODE$ NOT NEED IO BE CONNECTED TO (L] BY µY MEANS TRACK C2) SHAI1 IN5TALLED r SUCH THAT ADJACENT PANELS ( f tEFT A, RIGHT SIDE OF it TEMOR Pµ EL) HAVE '9A. THOR OVERLAPS RETAINED BY 2 . / ''EG FLORIDA BUILDING CODE (NI h Velocity NUT Icon* Zone • £ Tame TERM INe I 20 GAGE GALVANIZED STEEL STORM PANE[. to 1. I - -- I r -� > / \ GLOBAL PROTECTION PRODUCTS, LLC. L T ; u iL ECOERN L IeoD , H ]TILIT TRLII Hp ae coWANY Gwr, n. }VN. i AN +'HMI MAr1• n. M•H H+Lm. (aS.)!ev-]s15, FM IPn.Jte9-s7eT 20-1 76 - IIS1 �_ '-,^•i.Pl .. AW .... fwl A,-IM, --�„N IWAAM.S N. E SrA_i%CAAnAE/dw G waip" __ _ _ _ MUTER A Ina ... Tt _ _ _ -wn»azI INSTALLAL10N .-QETAILS_FQ�R. OPTION ._ 2_ FOR LIFE SAFETY STORM PAN.E1 SYSTEM I D--E)ISTING PO Bf CONCRETE QB_,LONCRE E BLQCK STRUCTURES 1�4' TAPCON ANCHORS 1:4' rAPCON ANCHOR' O 9' a C. I6 1" O.C. Pou CONCRETE POURED CONCRETE OR CONCRETE BLDGX OR CONCNLIL FA K RECHPRED ' REOUFIED T C_-, 1 1/4, E-__ 1/4�. I MRA I I WTI F1 • , E.d• I , N7 ( !} I } r Ylimut aM `✓ F W I an ,q CNI I t01a014Sea I EXISn.)G-II h Tl EXTSTIEG-I G'USS 1 ; Y GLAsi .. __ 9 6 y eWaQq I I i 'i i -- Pf N 11 _ 1 __ -- ; rj f L /, E£j I I I I- E Y WL,ryN 5 1 ) 1 5 I Sx WAIN X •, ; I _ iitlq - ql'� 1 I { I I 1 I I i I EO•, �..Y C0• ts• i 314-10'. PMIE MATE PLUS W/ III-10"e PANELMAit PLUS W/ /6'4 5/32' WINO NN WASHER y/6"a . 3/32' WING NUT WA IK" O 6 1/4. 0C (REYN1D) FOORM CONCRETE POIWCI CONC'REIE OR COWRE'E BLOr•K OR CONCRrTE BLOCK REWIRED REOUIREO WALL MOUNTING 1NSIALLAI M YlALL MOUNTING INSTALLATION SECTION 5A SECTION SB O REGULAR PANEL O LIFE�_XIFETY_p NEL ...i, I/.-:.," ,II.111111.1 IUN 11- 1./N•-I" SNI SHRZT to • p0 TIO .AGARS OWE • .__ 7YP[ _ � "W . _ _ 4w:+NG FOR IIgfMUTOM Wra WOOD .�_-„- _ FRAE WALOR4 leA WItINII RMCaO (W - 3 3 YNML./ NKHOR SPALIM'A ANO M1MWW €DGE DISTANCE ARE H(RAim ON MICA I--- 6NINEr (k) -3 � 3 SCHEMAI TOP E D. LESS TAN ont iF77 ON PP — I- Sew 0.) �� i � A -- SCNEOUIE Rm,KE .H+CIIM SPNCNMG n ALSIft rA N,ATo* FOc SPACING CTURS M CTHIS GBZ OLM9/J 1PL.T011 O•' R r TRNG r .roe THIS [ oLu .clan 3a - CPIRAYMR. t0 BL INKSaNF. ION R ' '/,- _.. K LES IHTMNTD DSLM PACUIC NDICA 1D } ,/r - ' IY F15 THAN YHIYIIM 4DAr.K. N(MGt[O =AHn1011' Ill OH MI5 SHINS Y' - -'m ,a°„ 3 I I•-_ s"'W1 A -11ti/", , a�_ •'' �)CENS�L •.,9 No.44167 -> p 4 �F E �r "a 11 11 , P.E. st L o 411F,,%/LV.TE--- FLORIDA BUILDING CODE HI h Velocity Hurricane Zon .=a nOmv, ..: 1 20 GAGE GALVANIZED STEEL STORM PANEL f ° --, e1 oT M/2em GLOBAL PROTECTI N PRODUC 0 TS LLC. 1eOA IL 31 HMlil i - Ne CO- n-1 R 3331. ,.,• wi'.I" .I. �... e+I.Na n In•Ofm: (NHNW -]3.3. IM: R95.NK-M1 20-176 r LW1 In...U� 1H .. h:• 4n. r .11r.1Y w s r-is�r•-"--1- a PIYWIIf• N. G N au NOTES• V I ID IfA�' crOEZ P FI cvcTcy I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4" DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE A P A R F TH R N N W FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO N PR t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B. ED E 2 2 4'1NT H q ENCODE 3 O ANC 0 $. IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2) IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE IN ALLO Sl R N i TN T [ VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S MANUI'ACTUREA. M P T F • 1 F T STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF 11 11 + 1 THE R L I ITY T - TN TI PFA r � r .iHw BE ESPONS L (x ,ON ^Toe r R7PY T E ABOVf M CODE A5 _ ENESTRATION TF$irNG R P ttl TA.'-' 1 9 HE C ORAL. 0 SH HE SOU ONLY B OF U R RE T7 A EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K OR WOOD FRUE BUILDINGS 2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF :NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS OM IH H' TR 1R FR E N51Uf b S UtTI E. , 1 r Wb1 THE 1 Ir ON AC BII LDMC ) PRkITNi HAND N TRU R RN M SIGN. G JI K AN TRACILE. Au AA tNU F U' H ENCTN / 0 STl1. SHUrtER UL ,l 3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0 4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN it NIA i P F tl INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO 5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI: INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'. (6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF 7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y. B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED. 50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4 I9 IF SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC ,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL 9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw A ( IO_.C615iD6N::_ ) P9LLBLD"F`�� (•) THIS PE.O SHALL BfAR tHE DATE 4ND ORpNNA SEAL AnU SIGNATURE OF THE Pga{'[5S10NAL tNGINEU OP RD T p - 4 N IT 1 RCLO THAN FNtL PORED rt I • lA1xC0 ANCHORS AS MANUFACTURED BY W INDEX INC. MIN YC• 19T BL 3 wI ( P ) - 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN - 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING. (r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE. A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE FEMALE t0 6 PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40 MIY FINISH MATERUEL SHALL BE PERMITTED 1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114, IN10 ANCHORS. a• - A TI( A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5� FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL a{ �:''•\(CENS, --. �y'',, Bf A5 MENTNED M A.1) AND IN A.2). - No. 44167 g (B) TD..EXD.TLtiG.CANGREI.E_jIU&!�_B!6lL ' * : * i Yr ' -- 1/4. 6 TAPCON ANCHORS AS MANUFACIURED BY tl* BULGE%, INc F-LORIDA BUILDING CODE (HI h Velocity Hurricone Zone) 4' i .00m iiM H[ - 1 P X -M MANUf INC 1'mr 1 B CALK ARMORS, AS 4FLOSS A CH RS, A iS(M , Fn P ) •• F O. ' 20 GAGE GALVANIZ T R - RODUC PANELAATE TFAIM,E IO AND PAN0.IMTC P115 ANCNONS, AS MANU7ACTURED BY ELCG CONSTIRLICTION A+ ( igP �4C, ED STEEL S O Y PANEL `/`S In PRooucTs (rmr2o71 o...n � / NAt i --- J _ �_ -- �• A -/ J�,.�6/y N�ID{1u�.y% i LL c GLOBAL PROTECTION PRODUCTS. LLC. m - [,- �1)-ONI)�Y"1�'-C'RMIMT LAW. EL lul. HIn w. _Sol WIRY _ n M,M PHINR. (me.)•ee-]I•% rM (eNNK-MT 20-175 .... , (UN, OI.'a A : Am M-1N1 - ".-- -'m; 91MIIHG NP �' CMa LU,,e .Y .r Mw ,w RA r Tyler _ PL 9FAL✓WMMTMI4/dT[ 69LT[ll A TLLA 8, r.t nA +_ u � - - OIM :I a 2F MAY 1 7 �NSTA�LATIQN DETAILS FQ -DIES 2.QQQ. 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AN12.1iIBE.C.L MOUNTING INST. R9•n 1 i I ---EA w I3WW ) °B a Ir oc WALL MOUNTING IN5T. SECTION 2' SECTION 1 - 0 sL ut 3/e-+ R TO_CEILIN¢ MOUNTING INST. HULLO -OUT MOUNTING INV, IiCNt 3/(ey-,' B •- SECTION 3- SECTIQN 4 321Ef.�1�� -91" •+GTE v,e..,• 'GALE t16-1' 9PLUnCATWNx RTQRU m LOIN � in, er MN e ) 'o AA �i,L .3 -1111,IH111111,I, } - 14) y e "® .; IS POIN ato ox°1"N"' ;iP`" a��1P��,RGENS'-..,- J yI/ ii 11"NMTPW - ON - x1 B -5.Mf5 ,r 6 H,A,LY rd COIMeM[gN fX 8{cI10Y4 : ' NO.44167 "S- LI -- oP A N 0Y Nm Nemas AN m = - FLORIDA BUILDING CODE HI h Velocity Not cone Zone) © COYUNCJ n ANY WAY TI SNr AV, fm0 rn1Ct0. I1G rP PTKUICN - ?'�}, STATE OF a 20 GAGE GAIVANIZCO STEEL STORK PANEL uM+N m DETAIL 1 { O • F : �4c , _ "-- -'- _' sFME: +/2• Y 1• y" . • td 1 L E C O _r A GLOBAL PROTECTION PRODUCTS. LLC. oT/TA/Nao L� wn ,. •,y Elp%1 / iNt , .eCA s.r. m z1R¢' •1F/��.10 Ik Joi S11WW k [�IaWILCbMO COMP.1 dW, IL 2231. .W } M HA..,WM.rAmY YM1M R1011L• (L6•)Ye-7MN. SAX (•3.1NW-0)i] 20-T76 .v. t-.H-1M. 1., � Is11 Y, • DR4.•rlr1 Ira PC aAL/•Aa,HAruR[/w1C y tA-000e],• __. rML2 A ts.... P. _ eWn 2. or „ st, inc. FBC 7ph )xz300 N r- U) m (D �-, U S_ Q o n22 m U .- E/) 2 !✓ � C6 - -0 U �_ /'F� O IL O 1. W 0 Q !✓ _ O U_ M O p W , ��� ^� l_C A AJ - r�I-- i.. - f _Q . E- V J E Z Z W J C �� L. W i /�� N� J O ♦-) O I..L U /� 0 v / L co Q Z Z Q -I IZ SHEET NO. SH 1.2 I '4' IAPCON ANCHORS O 9. 0. POURED CONCRETE_ UR CO•KRETE RIacK REouTRED F_ /4 _ MO. F. n.4 - T I1. I I•. ur I w p r' 1 E7 "5 G11165 t . I STS ALLATION QMA1.5_T_QR.__Q�T1S2►��2_i4RLIFE SAFETY STORM PANE --aT TLY. lNIQ EXI�TlNS. PQURED CONCRILTI__9H__C�NN.�EI�_�LOCK_STR1VCIV_RES •,4' IAPCON ANY NOIP. 1/4• IAPCCN µC,ORS 1.4' TAPCON ANCHORS 09'Do, • 9'O.C. 09"OC. POURED CONCRETE POURED CONCRETE POVRLD I.CNCDET( OR CONCRETE OR CONCRETE ON CONCATII' BLPKTP REWIRED T BLOCK REWIRED DViC. REWIRED I 1 1/.' 11/4' i I t/4. - - - I VPR.... EO• E..;• �(Jf�r L.D.• 17,(�./ o IN l b �-R a1.RR V..Y {- WOA (RY _ W o t iLM1FT] ERlSn,_4 1, I E%rSlly(J-J � f-A i. A GLASS "It 6 OIASS ; "y: 1 / r A( I ,yI§jr• A VWNy a g4 d I ay ! I ,aq i .8 ; ,I ; - ddI •, �R ! -� I ! a3 I ! 1 RICH m., e�,GT } 6' � (1( 'i U '. L•, • I/�-� � � � I7yR �j Y A e/ 1n I ))I V1 I •, H YA / '/R•• • r,iS 4'OWR,A 6 '� Y .. _.._. Rkk ! }.fin. WNc N,n ° , Y- t I I i 1 1 ai I I I • ( (j7 r En _ i E.O.• EDs -7 ; 4 I N II�.R ��6'W . 3/32•.(Wi/10 NUY y' *4�t �'.,�eY A'3/32' welC 1/y F 7%C� t OWING INN wASNCP 71 E 4-y (/RCYON )]2/ NG NUT WASHER ••9^1 WASHER O 12 1/a• O,C, '•PI. NUT WARNER (BEYOND) I:W TAPCAN ANCHORS 114' TAPCON ANCHORS 1 4" IAPCON ANCHIORS 1//.' TAPCON O 4 1/2. O.C. 6 4 1/2' D.C. --�4 1/2. of - .. 7Ji0roRS (ST'AGGERED W/ STUD) (STAGGERED W/ STUD) O 4 t/2. CC POURED CONCRETE TOURED CONCRETE POURED CONCRErF ?':,UREb CONCRETE OR CONCRETE POCK, ON CONCRET7 RiOL.:. OR CONCRCIT BLOCK OR CONCRETE BLOCK REOUAM REWWRED RECURRED REOVIRCD W�L LL_MOUNTING INSTALLATION WALL YDUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION bA SEC.TION.- N SECTION 4A SECTION 4B �BE¢,UiAR PANE] O LIFE SAFE PA, -NE O REGULAR PANEL 9_,UEE SwAFETY PANEL SCANT 3/6--,- SCALE 3/8`.'.. SCALE 3/B""-:.. ANCHOR! rot '/.•e Stt ING I ID ♦ LL rUR AKIl1Ff: 'nPC • TNZM OVUM:O f0a PBTAl144TpNs PlPU aoOO __._._..__..._-.__es Tv,) ANM 9UtOHG. YH -- 9MONe q.) 3 YWN14M AIA-J10. 3PALN,A , YT'Id ..;-I EDGE'6TANOF .RE NOKATm HA1 Mn P.e.Rr �CYIe.1. OADni 3 SCHEIRAt mR ED. LFS3 THAN W61CAlTO " .1..-I bsee - 0.I 3___ SCJEOIAF 9mJOE ANCHOR SAACHC BY MLAMMMNG SPALYTIG SANIN ON SCI,OULE AMA LA am MFW� EWCIOA By 111E Mo-OWIC FACTORS. mR In's , tn. �e_ OP T%YI t0 BE °OSSIip- RC ERA C. OIKIO 9PAGWG 0 115W0 rI,ct 4 L NOt - OBTNNF NY M Lf AC RU MINAaGM sOT, H' HCHED L -- x !Y - - TOR EAL1+ 4NCNOR TYPE ON Ere sLNEOULF f• , IO 3 ,lr 3a1 `,' CEN SAL• FLORIDA BUILDING CODE Hi h Velocit Nurrlcana Zon PP N0. 2D GAGE GALVANIZED STEEL STORY PANEL XNRN __ _ _ _ _ 9T /me/3mo T TE O _- GLOBAL PROTECTION PRODUCTS LLC. I dR: :��•'.. F o �' TrL Art' c o RNA RP I -- 1 JRi T.A-� .e°o I 1rrEl'1 :O ate` F n i R O e_ 31 I. 4 a [HOWL RNO 3 F - A'''AAAI, /I%, NA.T,_,.�.,_._ Nam. cmi.. N. ,». rN.'-; u� n,+anrr Pl.. (Y6.)aoo->o.6. POI: C•S.JWI9-e'197 - 20 76 / IIIIHIA\••[ SLY,/'91'ANTLeR,/dTC -• ,-_;-0-ItIi9 .. -WP'b ..- OMAIIKI No. !N`IALLIFT-LQN QET.AIL5_.FQR__DPTt9-L� _ FOB LIFE SAFETY STQR P.ANEL_.5Y��I !N_T-Q EXIS-TING-�1Q9.D_ STRUCTURES I I '- _-_"1 I,i ._ .. 1/e'4 tAP(.'Oh • 6' O.C. )'•-.. ... I._-_--' I/4'I TAPCON O 6' G.0 -W/1 1 2' MIN MPfiIFIF'n _ W/1 1/T' MIN tHREADEP I, PENETRATION AT WOOD PE nON I '1. { NE'IRA A WIX1D rR ' \ 1 HEAL 1 A D EAOE jI I I 1 1/2- , I/•- 112' , 4- f , A I Wool) HEAMP I -i I WOOD t r' I __ _.__-- 1 No,.- I I 2•-. a' RECURED - - Me. 1. �X7L REORED' R... �, %Mtn. t �6.' i " _.L.. C. i J��J i WNt. 1 i Y,1. YPNMt DIN IY QM3 j Ir-- LSNt ArJ+Eol4a I ', i EXLSTYXI ON SNQY To) I , i WnT MAST 1' MP.. OEASS -I _ I.. I _ . %, Ma. I r"" (SEE SGIEDULC I PAv0. LENGTH .. _ - PANEL iENI:TH N(.. ` Ex15TRJG__.-,I ON sear to) ISLE NOTE 1 BELUIF) 1/4'e-20.1- I I (SEE NOTE I ) I IGLA55 S.5, M.S. W __._ I 7 a M332' //6B �7J .. :.. rSNO HN �_..�-_ L�ELI' _-_ ` I V�9 Ii_ iPPP_ _-.,_...-.I 9 i ~w �(_�} r�� I c' ca EG P __ - < rl V I ' E0. ' ,,: I EU I I I 2'.4" WOOD PLAT 7/6"e R 3/32• WIND NUI 1' .' WOOD PLATE 7/6.6 . 3%32' DING •RJR I REou'REO WASHER O e 1/4" O.C. REWIRED WASHER O (BEYOND] 9I 1I4-10 PANELMATE P�,US '1.-10 PANF7_WIE PLA 1 O 6 I/4. O.C. W/f 7/A" O 6 I/4' OC W/I 7/6• I A9N. IHRCADCD NCTRAtIfX: 1 MIN. THREADED PENETRATION AT MIDW07H N PUT �, AT MIDWID7H OF PLATE , � WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATJ•QH ALION,i YE..6AW 1I. HT'11"'d ALTERNATIVE BRIO O REGULAR PANEL s �iccR......L11�� ,� �E SAFETY PANEL SCALE 3/e'.1 �. P. �GENS '➢ ' SCALE 1/B--I,. : � F FLORIDA BUILDING CODE Ni h Velocit NUT Icon* Zone) No 44167 °t0'0 "NCO "K 20 GAGE GALVANIZED STEEL STORY PANEL oA p, :. INSTNIAMINS APL ONLY VALID FOR BUILIN C$ WmR As.G. DES 1AAU5 I . -7 P IH F T m EP iD 555, 2.0 PSF ANG ANEL'S LENG U 0 B'-A _ /TA/SwR - TIE._' ATE L BALL PROT I N T - 0 ECT 0 PRODUC S LLC. S 2 FOR NEW WOOD FRAME CONSTRVC11tlF1 WOOD 4FM8ER5 ID BE SpUPHtRN : 'f, -. I 1 0 IN �' ' -- dT[ 01 ° 2t- E Lem 5r RI Rp- PINE NO T, w/ sPECIrK or�Nsm oT o55 oa EDUA: '•. O,,k,,• OR5 i-"iYfiiiN'n • rwalNan.R eorrANr dW. IL 331H. 20-176 .. IrY, I rA RNnn n M,Y PNaNt: LI1.1Ils.-Te+3, rM (es•)K9-vr+ {I .,,SS/ VL E ,4L ,_ ,r..: (al 1r I. ...,.. - ^�_____ 'INII III/1rOM.IRr/O.T[ a OWeT,e wr MM ItKI e•H w ORAWNC N•: IL.- wAifP :047 4r.. P F 4M n-w _ -'--' -- ._-.-__-.-._ rLOYd HHI'1 -- NaaT m e1 a 3'/24 6 OLIS HCRI m KLO.',1 4 W/ oR WVU 1 Isar NOTt a p.NI' aNs i'/24 4'/24 eLLo,.) • FAC ND FOIL CdKIIFIF .NO , IU E,W i-. SCHERG L CR- OiN 6W.l- SERETE Li 1• I. no, Al 2 - 1TWi uT _ - _ 'L3...._E rf . _ _ I ..1_� 11- ' _- �_ _ ] '_� _ ..T'-r- 1-11,11...,._ .,. _-.,r_,T„T,_T_�, _-•.•e-rY -.- - y....rr_-r_r,. �-''IF•�_ � . , i am ►4I N CNAMW FWM) EanDMOR RR'rL)I� (QitI11OR IIIIEL) i I Lap AND.) 1 I 6d % L SIX NONE 7. 3. 4 900w ! (1- nOR 2 x • 9[IDW I 1 1 1 1 r t k t I .1 + I { I I I . ., T.._1 - _ .j. _. _ __ . ... ,. y1 R'.r 1. ` ., ,. 40 2 -L' I i LM.�'� IseE NotE a BRDb' '- FOIL 1O�K 1 -1.0*c TEE mow TE 3'... � _I I' KILL "r"�T�- "��"-'_MM1%Af ON HNL7 T5: E"d W000 SCR[W N NOY[ 3 SEE XF.1KNn VN SHRT2e '- 'QGR®W/ 0R R/4'an -_._ • LAST PANn 0 TO BE NSTAULD AT EACH OPONND &WAYS M PRON%OCO w/ ICAL ELEVATION FORS TEAR NM4xt to 114WIME KS.µ pN E-2 H NG STORM PANEL ,.1 S� I HTtNDm TG IS NOAUav FROM YA(I 3j]2' . 1' I n310F Or 47RUCTURL ,-.--_-.Y.-_ -.-,/4• MY CAP /.• W.. OA (j)'' C22aR©W/a-/o©.Q -. , ECTI3/3Q.J71_ � A NOTES_J (1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL Cont. TRACKS TOP A BOTTOM. (3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR (b, SHAL BE PROVtpED AT SOP OF SUCH PANELS. (3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of 1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO EXTERIOR FLAT MNGfS OF END PANEL (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION. (5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .• a• 11 `Y. k A; T!0 jl : ..- ��CENSL-' No. 4 167 * Q n', STAT OF - ,,r FIO LOP . 'A.FSSION L �C ArrrAt.Ill MO"' 3• III" 2'/24 I'/24 1/ A S OAR, V7Ary[� �CS)IsI MOTt 3 en Don I 1' MN. cow.wIE •WONX13 P L n, 3' YP. (Ax 1pEDLEI PW SEH a6) _-_"{I -i 1. 1( ....._.1... "W SM5 1/r-I- f7n 1iI I/r 1 _ It l_ _ 6n 'l 'I. (vRP R3. 4 ((((((R4Lpa41R �.. RREMOM RAtOA EM16100.I�ANEF� LEND PANEIj f SEE IA 4 BUAW ISfY 4 � � � � >EkF ND7E a. 3, . HALLOW ...._. _.I _ I. .....• I. I _. • _ .�4 • `�+ % !4W'9IGTINS / 1 +A E1.l..RLAP I Y BF� D .-1J- •. _-__~•-• (ALit1NM1I LOC 71bM Aµ AT ENO 11A. A AT ECHO OR , 1/7 1 I/1'- ) INTERIOR PANELS _ ---'- - ___It---.-� > LAST PAMCI ® 10 pE PRSTALEp AT fACHI OPF .1 S1W1 NWAYS M 1]AOVIDED w �pICAL ELEVATION f9 Z000 REAR NU,D X TO EACNUTE XES KU R OTTEH63ED TO BE NSTALED FROM E-2.._ &MIDL.-STOB1d PANEL (1 S, Hsloc or STRUCTURE SGLF 3/J2• - I• �,/4- Mw CM 114• Ib.- GAP-jg ( �►RI... 1_'pp S, .itA..Y..LW_NAL-- lr Al ENDM1[ LTCATOk AI LI,D PAIR15) I VM - $DALE 3/32• - I- 0I CCIRAIT yr Of SL 1Fc__I()gD. L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL H nl TRACKS At TOP k PANELUAIE PLUS OR 15' LONG 7 Al TTOM W P MAT S FXJ ! ANEL E (2). END PANEIS SHAL3 ALWAYS BE CONNECTED TO EXI -,. SR -I WNL RY MEANS OF N LLIATES OR, II' USED H I.T W/ 15' LONG IZ) rRG1CK AT W"C", END PANELS 516W. BE CONNECTED TO W/ 1/:6-aDXS/4'T1/� w� 7/ 3/37' WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I DESCRIBED oN NOTE (3) ELOW). (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT ,��TT U1 P T V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1 S41AL BE PROVIDED AT TOP OF SUCH PANELS (a), FOR INSTALLATIONS WHEN END PANRBjEE'CL_}}S AND SOME NIERICA PANTS ARE DIRECTLY W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL MITI. EDGE DISTANCE. FOR THIS GA.4�, INTEROR PANEL USED .R)I�1TLY Yif ODE$ NOT NEED IO BE CONNECTED TO (L] BY µY MEANS TRACK C2) SHAI1 IN5TALLED r SUCH THAT ADJACENT PANELS ( f tEFT A, RIGHT SIDE OF it TEMOR Pµ EL) HAVE '9A. THOR OVERLAPS RETAINED BY 2 . / ''EG FLORIDA BUILDING CODE (NI h Velocity NUT Icon* Zone • £ Tame TERM INe I 20 GAGE GALVANIZED STEEL STORM PANE[. to 1. I - -- I r -� > / \ GLOBAL PROTECTION PRODUCTS, LLC. L T ; u iL ECOERN L IeoD , H ]TILIT TRLII Hp ae coWANY Gwr, n. }VN. i AN +'HMI MAr1• n. M•H H+Lm. (aS.)!ev-]s15, FM IPn.Jte9-s7eT 20-1 76 - IIS1 �_ '-,^•i.Pl .. AW .... fwl A,-IM, --�„N IWAAM.S N. E SrA_i%CAAnAE/dw G waip" __ _ _ _ MUTER A Ina ... Tt _ _ _ -wn»azI INSTALLAL10N .-QETAILS_FQ�R. OPTION ._ 2_ FOR LIFE SAFETY STORM PAN.E1 SYSTEM I D--E)ISTING PO Bf CONCRETE QB_,LONCRE E BLQCK STRUCTURES 1�4' TAPCON ANCHORS 1:4' rAPCON ANCHOR' O 9' a C. I6 1" O.C. Pou CONCRETE POURED CONCRETE OR CONCRETE BLDGX OR CONCNLIL FA K RECHPRED ' REOUFIED T C_-, 1 1/4, E-__ 1/4�. I MRA I I WTI F1 • , E.d• I , N7 ( !} I } r Ylimut aM `✓ F W I an ,q CNI I t01a014Sea I EXISn.)G-II h Tl EXTSTIEG-I G'USS 1 ; Y GLAsi .. __ 9 6 y eWaQq I I i 'i i -- Pf N 11 _ 1 __ -- ; rj f L /, E£j I I I I- E Y WL,ryN 5 1 ) 1 5 I Sx WAIN X •, ; I _ iitlq - ql'� 1 I { I I 1 I I i I EO•, �..Y C0• ts• i 314-10'. PMIE MATE PLUS W/ III-10"e PANELMAit PLUS W/ /6'4 5/32' WINO NN WASHER y/6"a . 3/32' WING NUT WA IK" O 6 1/4. 0C (REYN1D) FOORM CONCRETE POIWCI CONC'REIE OR COWRE'E BLOr•K OR CONCRrTE BLOCK REWIRED REOUIREO WALL MOUNTING 1NSIALLAI M YlALL MOUNTING INSTALLATION SECTION 5A SECTION SB O REGULAR PANEL O LIFE�_XIFETY_p NEL ...i, I/.-:.," ,II.111111.1 IUN 11- 1./N•-I" SNI SHRZT to • p0 TIO .AGARS OWE • .__ 7YP[ _ � "W . _ _ 4w:+NG FOR IIgfMUTOM Wra WOOD .�_-„- _ FRAE WALOR4 leA WItINII RMCaO (W - 3 3 YNML./ NKHOR SPALIM'A ANO M1MWW €DGE DISTANCE ARE H(RAim ON MICA I--- 6NINEr (k) -3 � 3 SCHEMAI TOP E D. LESS TAN ont iF77 ON PP — I- Sew 0.) �� i � A -- SCNEOUIE Rm,KE .H+CIIM SPNCNMG n ALSIft rA N,ATo* FOc SPACING CTURS M CTHIS GBZ OLM9/J 1PL.T011 O•' R r TRNG r .roe THIS [ oLu .clan 3a - CPIRAYMR. t0 BL INKSaNF. ION R ' '/,- _.. K LES IHTMNTD DSLM PACUIC NDICA 1D } ,/r - ' IY F15 THAN YHIYIIM 4DAr.K. N(MGt[O =AHn1011' Ill OH MI5 SHINS Y' - -'m ,a°„ 3 I I•-_ s"'W1 A -11ti/", , a�_ •'' �)CENS�L •.,9 No.44167 -> p 4 �F E �r "a 11 11 , P.E. st L o 411F,,%/LV.TE--- FLORIDA BUILDING CODE HI h Velocity Hurricane Zon .=a nOmv, ..: 1 20 GAGE GALVANIZED STEEL STORM PANEL f ° --, e1 oT M/2em GLOBAL PROTECTI N PRODUC 0 TS LLC. 1eOA IL 31 HMlil i - Ne CO- n-1 R 3331. ,.,• wi'.I" .I. �... e+I.Na n In•Ofm: (NHNW -]3.3. IM: R95.NK-M1 20-176 r LW1 In...U� 1H .. h:• 4n. r .11r.1Y w s r-is�r•-"--1- a PIYWIIf• N. G N au NOTES• V I ID IfA�' crOEZ P FI cvcTcy I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4" DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE A P A R F TH R N N W FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO N PR t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B. ED E 2 2 4'1NT H q ENCODE 3 O ANC 0 $. IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2) IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE IN ALLO Sl R N i TN T [ VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S MANUI'ACTUREA. M P T F • 1 F T STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF 11 11 + 1 THE R L I ITY T - TN TI PFA r � r .iHw BE ESPONS L (x ,ON ^Toe r R7PY T E ABOVf M CODE A5 _ ENESTRATION TF$irNG R P ttl TA.'-' 1 9 HE C ORAL. 0 SH HE SOU ONLY B OF U R RE T7 A EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K OR WOOD FRUE BUILDINGS 2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF :NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS OM IH H' TR 1R FR E N51Uf b S UtTI E. , 1 r Wb1 THE 1 Ir ON AC BII LDMC ) PRkITNi HAND N TRU R RN M SIGN. G JI K AN TRACILE. Au AA tNU F U' H ENCTN / 0 STl1. SHUrtER UL ,l 3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0 4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN it NIA i P F tl INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO 5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI: INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'. (6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF 7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y. B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED. 50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4 I9 IF SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC ,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL 9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw A ( IO_.C615iD6N::_ ) P9LLBLD"F`�� (•) THIS PE.O SHALL BfAR tHE DATE 4ND ORpNNA SEAL AnU SIGNATURE OF THE Pga{'[5S10NAL tNGINEU OP RD T p - 4 N IT 1 RCLO THAN FNtL PORED rt I • lA1xC0 ANCHORS AS MANUFACTURED BY W INDEX INC. MIN YC• 19T BL 3 wI ( P ) - 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN - 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING. (r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE. A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE FEMALE t0 6 PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40 MIY FINISH MATERUEL SHALL BE PERMITTED 1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114, IN10 ANCHORS. a• - A TI( A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5� FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL a{ �:''•\(CENS, --. �y'',, Bf A5 MENTNED M A.1) AND IN A.2). - No. 44167 g (B) TD..EXD.TLtiG.CANGREI.E_jIU&!�_B!6lL ' * : * i Yr ' -- 1/4. 6 TAPCON ANCHORS AS MANUFACIURED BY tl* BULGE%, INc F-LORIDA BUILDING CODE (HI h Velocity Hurricone Zone) 4' i .00m iiM H[ - 1 P X -M MANUf INC 1'mr 1 B CALK ARMORS, AS 4FLOSS A CH RS, A iS(M , Fn P ) •• F O. ' 20 GAGE GALVANIZ T R - RODUC PANELAATE TFAIM,E IO AND PAN0.IMTC P115 ANCNONS, AS MANU7ACTURED BY ELCG CONSTIRLICTION A+ ( igP �4C, ED STEEL S O Y PANEL `/`S In PRooucTs (rmr2o71 o...n � / NAt i --- J _ �_ -- �• A -/ J�,.�6/y N�ID{1u�.y% i LL c GLOBAL PROTECTION PRODUCTS. LLC. m - [,- �1)-ONI)�Y"1�'-C'RMIMT LAW. EL lul. HIn w. _Sol WIRY _ n M,M PHINR. (me.)•ee-]I•% rM (eNNK-MT 20-175 .... , (UN, OI.'a A : Am M-1N1 - ".-- -'m; 91MIIHG NP �' CMa LU,,e .Y .r Mw ,w RA r Tyler _ PL 9FAL✓WMMTMI4/dT[ 69LT[ll A TLLA 8, r.t nA +_ u � - - OIM :I a 2F MAY 1 7 �NSTA�LATIQN DETAILS FQ -DIES 2.QQQ. AND 10Q9 E--Z HANG�TQRMI PANEL �L' INTO ,POU_-_RED-CONCRETE O�QN,CR TE BI OCK Virtual F�¢V1ew Nw nP»nWr Flans Revie ss 1,MKNiRR M.:.o.s y--4A-� _.. �°` w mplet INL uw•,Rowm ml �� 4 t«. t�ICW+c NrAo® __,t� r..H (u "LEE AMOrRe (m x 42 r I CO t YpMY �t�XE1 z 16r .._._ \ T N_� a•,MT, a0 W v4[t M, '• ` NN R3 4HW a �.IOTI ' L d i��y']..r.A. s -` :1.. a. Y MPL~ - Ihd�gnne Kla r ((�.EE[� I E},( I,..1 EYx -LE4 KT4A I . \ 't - IIOR enwi W b �1-.JRt/•' I __ //�"M PO Pr d 1, MPR I'MUND '•\ ._ ....- N I IM/E�e•+Aw IW1 4 7 �, ) -' y R L - I ._ .. _. _- I j IR: �' . (L�NrL;,X.`�" Y ' � ` 5 ` ; 1 IRyy ' I RR 1 i � I i _ .�`J 1 I 4 ' _1 I I IL, ONI M�EL175 I 'F.. am ASow is i -T"'� ^-- -_Y- } FR" 1 rAI su0.oAF I 1/1••- 11, I •N.IP,IeM1EE•XIN ••-20.3/•' f �I I�IENA I I V_2a.]/.• I y� �,,�y�y I I. T,I L. m SWAP 23 i w] 1 /NACU R H+ / I / 1 I'.- /' ON MH. TON y I O GAg I 7 em'2EhT/ ./ N 1 EO 4A6i� i /4 •ANIi • A I raR W 1�EPNt�MNRR , j/9TM2/a� i ro I M 'NOI.WMM N 1 Mh M I/, [VERY onRUR r I I COCALAP I To GLASS. I 111E I.R • 9 //' } { I 1 Cow OYDKN 1 ' [x I I � i I .1.-._ a y1 p Y If I I i 1 I i I _ L_ r._ �- _.__ 1 �� _"� _' I I' Lg( C�AAIImpA,3/m/ a N , I � 11 'r I I F! I I Iwr . I a ewm ) gg , I 3 tw. g q M ), I J, 1 ' i I I Y 1 1 e3 M ' , Lp' C Te I i I t• R• I(P r -) I - 1 11 - I I 7I 1 ,SLOLO aN / 1 S• nr--/ I ) , 1 T I- I '(,7 °y nnx R4 Mo�Eu S i. °num",Li I - C•IW T1OIIla9 I ., V-� . TIf / I - ... I .`, -1 I 1 .., a1AKr T, ae L -_ - 1 ,,.••, 1M14A Sn'4PHA I \ ... K R/4 Hl/34- rNv ,! ) 3 •/7/a•w 3x• I /R2RY•' MR _ H , m l--1CT•-+•+--lV--• ,,, � Oa t Hr-M.)/1` REeIIWP p N2M 1• M,- WN91M M '' "Nu,7M 1%.'F31 .' EO Co G , - I--__J_.. wMCRt�E-' H. r "a , sa 3aEE /' Ii I/rN-R1.3. •/r..2.W. t ONO- IEtt •- - K.. /I y�, a" O" SHba� �., Ny1 / "_ Tn� 9 ((Yt Y* So, - aPeoute m :WANK WW Oe NN ON 9cu wn) rJ /t'W oN um n, /� ( WALL. AN12.1iIBE.C.L MOUNTING INST. R9•n 1 i I ---EA w I3WW ) °B a Ir oc WALL MOUNTING IN5T. SECTION 2' SECTION 1 - 0 sL ut 3/e-+ R TO_CEILIN¢ MOUNTING INST. HULLO -OUT MOUNTING INV, IiCNt 3/(ey-,' B •- SECTION 3- SECTIQN 4 321Ef.�1�� -91" •+GTE v,e..,• 'GALE t16-1' 9PLUnCATWNx RTQRU m LOIN � in, er MN e ) 'o AA �i,L .3 -1111,IH111111,I, } - 14) y e "® .; IS POIN ato ox°1"N"' ;iP`" a��1P��,RGENS'-..,- J yI/ ii 11"NMTPW - ON - x1 B -5.Mf5 ,r 6 H,A,LY rd COIMeM[gN fX 8{cI10Y4 : ' NO.44167 "S- LI -- oP A N 0Y Nm Nemas AN m = - FLORIDA BUILDING CODE HI h Velocity Not cone Zone) © COYUNCJ n ANY WAY TI SNr AV, fm0 rn1Ct0. I1G rP PTKUICN - ?'�}, STATE OF a 20 GAGE GAIVANIZCO STEEL STORK PANEL uM+N m DETAIL 1 { O • F : �4c , _ "-- -'- _' sFME: +/2• Y 1• y" . • td 1 L E C O _r A GLOBAL PROTECTION PRODUCTS. LLC. oT/TA/Nao L� wn ,. •,y Elp%1 / iNt , .eCA s.r. m z1R¢' •1F/��.10 Ik Joi S11WW k [�IaWILCbMO COMP.1 dW, IL 2231. .W } M HA..,WM.rAmY YM1M R1011L• (L6•)Ye-7MN. SAX (•3.1NW-0)i] 20-T76 .v. t-.H-1M. 1., � Is11 Y, • DR4.•rlr1 Ira PC aAL/•Aa,HAruR[/w1C y tA-000e],• __. rML2 A ts.... P. _ eWn 2. or „ st, inc. FBC 7ph )xz300 N r- U) m (D �-, U S_ Q o n22 m U .- E/) 2 !✓ � C6 - -0 U �_ /'F� O IL O 1. W 0 Q !✓ _ O U_ M O p W , ��� ^� l_C A AJ - r�I-- i.. - f _Q . E- V J E Z Z W J C �� L. W i /�� N� J O ♦-) O I..L U /� 0 v / L co Q Z Z Q -I IZ SHEET NO. SH 1.2 I STS ALLATION QMA1.5_T_QR.__Q�T1S2►��2_i4RLIFE SAFETY STORM PANE --aT TLY. lNIQ EXI�TlNS. PQURED CONCRILTI__9H__C�NN.�EI�_�LOCK_STR1VCIV_RES •,4' IAPCON ANY NOIP. 1/4• IAPCCN µC,ORS 1.4' TAPCON ANCHORS 09'Do, • 9'O.C. 09"OC. POURED CONCRETE POURED CONCRETE POVRLD I.CNCDET( OR CONCRETE OR CONCRETE ON CONCATII' BLPKTP REWIRED T BLOCK REWIRED DViC. REWIRED I 1 1/.' 11/4' i I t/4. - - - I VPR.... EO• E..;• �(Jf�r L.D.• 17,(�./ o IN l b �-R a1.RR V..Y {- WOA (RY _ W o t iLM1FT] ERlSn,_4 1, I E%rSlly(J-J � f-A i. A GLASS "It 6 OIASS ; "y: 1 / r A( I ,yI§jr• A VWNy a g4 d I ay ! I ,aq i .8 ; ,I ; - ddI •, �R ! -� I ! a3 I ! 1 RICH m., e�,GT } 6' � (1( 'i U '. L•, • I/�-� � � � I7yR �j Y A e/ 1n I ))I V1 I •, H YA / '/R•• • r,iS 4'OWR,A 6 '� Y .. _.._. Rkk ! }.fin. WNc N,n ° , Y- t I I i 1 1 ai I I I • ( (j7 r En _ i E.O.• EDs -7 ; 4 I N II�.R ��6'W . 3/32•.(Wi/10 NUY y' *4�t �'.,�eY A'3/32' welC 1/y F 7%C� t OWING INN wASNCP 71 E 4-y (/RCYON )]2/ NG NUT WASHER ••9^1 WASHER O 12 1/a• O,C, '•PI. NUT WARNER (BEYOND) I:W TAPCAN ANCHORS 114' TAPCON ANCHORS 1 4" IAPCON ANCHIORS 1//.' TAPCON O 4 1/2. O.C. 6 4 1/2' D.C. --�4 1/2. of - .. 7Ji0roRS (ST'AGGERED W/ STUD) (STAGGERED W/ STUD) O 4 t/2. CC POURED CONCRETE TOURED CONCRETE POURED CONCRErF ?':,UREb CONCRETE OR CONCRETE POCK, ON CONCRET7 RiOL.:. OR CONCRCIT BLOCK OR CONCRETE BLOCK REOUAM REWWRED RECURRED REOVIRCD W�L LL_MOUNTING INSTALLATION WALL YDUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION bA SEC.TION.- N SECTION 4A SECTION 4B �BE¢,UiAR PANE] O LIFE SAFE PA, -NE O REGULAR PANEL 9_,UEE SwAFETY PANEL SCANT 3/6--,- SCALE 3/8`.'.. SCALE 3/B""-:.. ANCHOR! rot '/.•e Stt ING I ID ♦ LL rUR AKIl1Ff: 'nPC • TNZM OVUM:O f0a PBTAl144TpNs PlPU aoOO __._._..__..._-.__es Tv,) ANM 9UtOHG. YH -- 9MONe q.) 3 YWN14M AIA-J10. 3PALN,A , YT'Id ..;-I EDGE'6TANOF .RE NOKATm HA1 Mn P.e.Rr �CYIe.1. OADni 3 SCHEIRAt mR ED. LFS3 THAN W61CAlTO " .1..-I bsee - 0.I 3___ SCJEOIAF 9mJOE ANCHOR SAACHC BY MLAMMMNG SPALYTIG SANIN ON SCI,OULE AMA LA am MFW� EWCIOA By 111E Mo-OWIC FACTORS. mR In's , tn. �e_ OP T%YI t0 BE °OSSIip- RC ERA C. OIKIO 9PAGWG 0 115W0 rI,ct 4 L NOt - OBTNNF NY M Lf AC RU MINAaGM sOT, H' HCHED L -- x !Y - - TOR EAL1+ 4NCNOR TYPE ON Ere sLNEOULF f• , IO 3 ,lr 3a1 `,' CEN SAL• FLORIDA BUILDING CODE Hi h Velocit Nurrlcana Zon PP N0. 2D GAGE GALVANIZED STEEL STORY PANEL XNRN __ _ _ _ _ 9T /me/3mo T TE O _- GLOBAL PROTECTION PRODUCTS LLC. I dR: :��•'.. F o �' TrL Art' c o RNA RP I -- 1 JRi T.A-� .e°o I 1rrEl'1 :O ate` F n i R O e_ 31 I. 4 a [HOWL RNO 3 F - A'''AAAI, /I%, NA.T,_,.�.,_._ Nam. cmi.. N. ,». rN.'-; u� n,+anrr Pl.. (Y6.)aoo->o.6. POI: C•S.JWI9-e'197 - 20 76 / IIIIHIA\••[ SLY,/'91'ANTLeR,/dTC -• ,-_;-0-ItIi9 .. -WP'b ..- OMAIIKI No. !N`IALLIFT-LQN QET.AIL5_.FQR__DPTt9-L� _ FOB LIFE SAFETY STQR P.ANEL_.5Y��I !N_T-Q EXIS-TING-�1Q9.D_ STRUCTURES I I '- _-_"1 I,i ._ .. 1/e'4 tAP(.'Oh • 6' O.C. )'•-.. ... I._-_--' I/4'I TAPCON O 6' G.0 -W/1 1 2' MIN MPfiIFIF'n _ W/1 1/T' MIN tHREADEP I, PENETRATION AT WOOD PE nON I '1. { NE'IRA A WIX1D rR ' \ 1 HEAL 1 A D EAOE jI I I 1 1/2- , I/•- 112' , 4- f , A I Wool) HEAMP I -i I WOOD t r' I __ _.__-- 1 No,.- I I 2•-. a' RECURED - - Me. 1. �X7L REORED' R... �, %Mtn. t �6.' i " _.L.. C. i J��J i WNt. 1 i Y,1. YPNMt DIN IY QM3 j Ir-- LSNt ArJ+Eol4a I ', i EXLSTYXI ON SNQY To) I , i WnT MAST 1' MP.. OEASS -I _ I.. I _ . %, Ma. I r"" (SEE SGIEDULC I PAv0. LENGTH .. _ - PANEL iENI:TH N(.. ` Ex15TRJG__.-,I ON sear to) ISLE NOTE 1 BELUIF) 1/4'e-20.1- I I (SEE NOTE I ) I IGLA55 S.5, M.S. W __._ I 7 a M332' //6B �7J .. :.. rSNO HN �_..�-_ L�ELI' _-_ ` I V�9 Ii_ iPPP_ _-.,_...-.I 9 i ~w �(_�} r�� I c' ca EG P __ - < rl V I ' E0. ' ,,: I EU I I I 2'.4" WOOD PLAT 7/6"e R 3/32• WIND NUI 1' .' WOOD PLATE 7/6.6 . 3%32' DING •RJR I REou'REO WASHER O e 1/4" O.C. REWIRED WASHER O (BEYOND] 9I 1I4-10 PANELMATE P�,US '1.-10 PANF7_WIE PLA 1 O 6 I/4. O.C. W/f 7/A" O 6 I/4' OC W/I 7/6• I A9N. IHRCADCD NCTRAtIfX: 1 MIN. THREADED PENETRATION AT MIDW07H N PUT �, AT MIDWID7H OF PLATE , � WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATJ•QH ALION,i YE..6AW 1I. HT'11"'d ALTERNATIVE BRIO O REGULAR PANEL s �iccR......L11�� ,� �E SAFETY PANEL SCALE 3/e'.1 �. P. �GENS '➢ ' SCALE 1/B--I,. : � F FLORIDA BUILDING CODE Ni h Velocit NUT Icon* Zone) No 44167 °t0'0 "NCO "K 20 GAGE GALVANIZED STEEL STORY PANEL oA p, :. INSTNIAMINS APL ONLY VALID FOR BUILIN C$ WmR As.G. DES 1AAU5 I . -7 P IH F T m EP iD 555, 2.0 PSF ANG ANEL'S LENG U 0 B'-A _ /TA/SwR - TIE._' ATE L BALL PROT I N T - 0 ECT 0 PRODUC S LLC. S 2 FOR NEW WOOD FRAME CONSTRVC11tlF1 WOOD 4FM8ER5 ID BE SpUPHtRN : 'f, -. I 1 0 IN �' ' -- dT[ 01 ° 2t- E Lem 5r RI Rp- PINE NO T, w/ sPECIrK or�Nsm oT o55 oa EDUA: '•. O,,k,,• OR5 i-"iYfiiiN'n • rwalNan.R eorrANr dW. IL 331H. 20-176 .. IrY, I rA RNnn n M,Y PNaNt: LI1.1Ils.-Te+3, rM (es•)K9-vr+ {I .,,SS/ VL E ,4L ,_ ,r..: (al 1r I. ...,.. - ^�_____ 'INII III/1rOM.IRr/O.T[ a OWeT,e wr MM ItKI e•H w ORAWNC N•: IL.- wAifP :047 4r.. P F 4M n-w _ -'--' -- ._-.-__-.-._ rLOYd HHI'1 -- NaaT m e1 a 3'/24 6 OLIS HCRI m KLO.',1 4 W/ oR WVU 1 Isar NOTt a p.NI' aNs i'/24 4'/24 eLLo,.) • FAC ND FOIL CdKIIFIF .NO , IU E,W i-. SCHERG L CR- OiN 6W.l- SERETE Li 1• I. no, Al 2 - 1TWi uT _ - _ 'L3...._E rf . _ _ I ..1_� 11- ' _- �_ _ ] '_� _ ..T'-r- 1-11,11...,._ .,. _-.,r_,T„T,_T_�, _-•.•e-rY -.- - y....rr_-r_r,. �-''IF•�_ � . , i am ►4I N CNAMW FWM) EanDMOR RR'rL)I� (QitI11OR IIIIEL) i I Lap AND.) 1 I 6d % L SIX NONE 7. 3. 4 900w ! (1- nOR 2 x • 9[IDW I 1 1 1 1 r t k t I .1 + I { I I I . ., T.._1 - _ .j. _. _ __ . ... ,. y1 R'.r 1. ` ., ,. 40 2 -L' I i LM.�'� IseE NotE a BRDb' '- FOIL 1O�K 1 -1.0*c TEE mow TE 3'... � _I I' KILL "r"�T�- "��"-'_MM1%Af ON HNL7 T5: E"d W000 SCR[W N NOY[ 3 SEE XF.1KNn VN SHRT2e '- 'QGR®W/ 0R R/4'an -_._ • LAST PANn 0 TO BE NSTAULD AT EACH OPONND &WAYS M PRON%OCO w/ ICAL ELEVATION FORS TEAR NM4xt to 114WIME KS.µ pN E-2 H NG STORM PANEL ,.1 S� I HTtNDm TG IS NOAUav FROM YA(I 3j]2' . 1' I n310F Or 47RUCTURL ,-.--_-.Y.-_ -.-,/4• MY CAP /.• W.. OA (j)'' C22aR©W/a-/o©.Q -. , ECTI3/3Q.J71_ � A NOTES_J (1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL Cont. TRACKS TOP A BOTTOM. (3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR (b, SHAL BE PROVtpED AT SOP OF SUCH PANELS. (3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of 1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO EXTERIOR FLAT MNGfS OF END PANEL (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION. (5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .• a• 11 `Y. k A; T!0 jl : ..- ��CENSL-' No. 4 167 * Q n', STAT OF - ,,r FIO LOP . 'A.FSSION L �C ArrrAt.Ill MO"' 3• III" 2'/24 I'/24 1/ A S OAR, V7Ary[� �CS)IsI MOTt 3 en Don I 1' MN. cow.wIE •WONX13 P L n, 3' YP. (Ax 1pEDLEI PW SEH a6) _-_"{I -i 1. 1( ....._.1... "W SM5 1/r-I- f7n 1iI I/r 1 _ It l_ _ 6n 'l 'I. (vRP R3. 4 ((((((R4Lpa41R �.. RREMOM RAtOA EM16100.I�ANEF� LEND PANEIj f SEE IA 4 BUAW ISfY 4 � � � � >EkF ND7E a. 3, . HALLOW ...._. _.I _ I. .....• I. I _. • _ .�4 • `�+ % !4W'9IGTINS / 1 +A E1.l..RLAP I Y BF� D .-1J- •. _-__~•-• (ALit1NM1I LOC 71bM Aµ AT ENO 11A. A AT ECHO OR , 1/7 1 I/1'- ) INTERIOR PANELS _ ---'- - ___It---.-� > LAST PAMCI ® 10 pE PRSTALEp AT fACHI OPF .1 S1W1 NWAYS M 1]AOVIDED w �pICAL ELEVATION f9 Z000 REAR NU,D X TO EACNUTE XES KU R OTTEH63ED TO BE NSTALED FROM E-2.._ &MIDL.-STOB1d PANEL (1 S, Hsloc or STRUCTURE SGLF 3/J2• - I• �,/4- Mw CM 114• Ib.- GAP-jg ( �►RI... 1_'pp S, .itA..Y..LW_NAL-- lr Al ENDM1[ LTCATOk AI LI,D PAIR15) I VM - $DALE 3/32• - I- 0I CCIRAIT yr Of SL 1Fc__I()gD. L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL H nl TRACKS At TOP k PANELUAIE PLUS OR 15' LONG 7 Al TTOM W P MAT S FXJ ! ANEL E (2). END PANEIS SHAL3 ALWAYS BE CONNECTED TO EXI -,. SR -I WNL RY MEANS OF N LLIATES OR, II' USED H I.T W/ 15' LONG IZ) rRG1CK AT W"C", END PANELS 516W. BE CONNECTED TO W/ 1/:6-aDXS/4'T1/� w� 7/ 3/37' WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I DESCRIBED oN NOTE (3) ELOW). (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT ,��TT U1 P T V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1 S41AL BE PROVIDED AT TOP OF SUCH PANELS (a), FOR INSTALLATIONS WHEN END PANRBjEE'CL_}}S AND SOME NIERICA PANTS ARE DIRECTLY W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL MITI. EDGE DISTANCE. FOR THIS GA.4�, INTEROR PANEL USED .R)I�1TLY Yif ODE$ NOT NEED IO BE CONNECTED TO (L] BY µY MEANS TRACK C2) SHAI1 IN5TALLED r SUCH THAT ADJACENT PANELS ( f tEFT A, RIGHT SIDE OF it TEMOR Pµ EL) HAVE '9A. THOR OVERLAPS RETAINED BY 2 . / ''EG FLORIDA BUILDING CODE (NI h Velocity NUT Icon* Zone • £ Tame TERM INe I 20 GAGE GALVANIZED STEEL STORM PANE[. to 1. I - -- I r -� > / \ GLOBAL PROTECTION PRODUCTS, LLC. L T ; u iL ECOERN L IeoD , H ]TILIT TRLII Hp ae coWANY Gwr, n. }VN. i AN +'HMI MAr1• n. M•H H+Lm. (aS.)!ev-]s15, FM IPn.Jte9-s7eT 20-1 76 - IIS1 �_ '-,^•i.Pl .. AW .... fwl A,-IM, --�„N IWAAM.S N. E SrA_i%CAAnAE/dw G waip" __ _ _ _ MUTER A Ina ... Tt _ _ _ -wn»azI INSTALLAL10N .-QETAILS_FQ�R. OPTION ._ 2_ FOR LIFE SAFETY STORM PAN.E1 SYSTEM I D--E)ISTING PO Bf CONCRETE QB_,LONCRE E BLQCK STRUCTURES 1�4' TAPCON ANCHORS 1:4' rAPCON ANCHOR' O 9' a C. I6 1" O.C. Pou CONCRETE POURED CONCRETE OR CONCRETE BLDGX OR CONCNLIL FA K RECHPRED ' REOUFIED T C_-, 1 1/4, E-__ 1/4�. I MRA I I WTI F1 • , E.d• I , N7 ( !} I } r Ylimut aM `✓ F W I an ,q CNI I t01a014Sea I EXISn.)G-II h Tl EXTSTIEG-I G'USS 1 ; Y GLAsi .. __ 9 6 y eWaQq I I i 'i i -- Pf N 11 _ 1 __ -- ; rj f L /, E£j I I I I- E Y WL,ryN 5 1 ) 1 5 I Sx WAIN X •, ; I _ iitlq - ql'� 1 I { I I 1 I I i I EO•, �..Y C0• ts• i 314-10'. PMIE MATE PLUS W/ III-10"e PANELMAit PLUS W/ /6'4 5/32' WINO NN WASHER y/6"a . 3/32' WING NUT WA IK" O 6 1/4. 0C (REYN1D) FOORM CONCRETE POIWCI CONC'REIE OR COWRE'E BLOr•K OR CONCRrTE BLOCK REWIRED REOUIREO WALL MOUNTING 1NSIALLAI M YlALL MOUNTING INSTALLATION SECTION 5A SECTION SB O REGULAR PANEL O LIFE�_XIFETY_p NEL ...i, I/.-:.," ,II.111111.1 IUN 11- 1./N•-I" SNI SHRZT to • p0 TIO .AGARS OWE • .__ 7YP[ _ � "W . _ _ 4w:+NG FOR IIgfMUTOM Wra WOOD .�_-„- _ FRAE WALOR4 leA WItINII RMCaO (W - 3 3 YNML./ NKHOR SPALIM'A ANO M1MWW €DGE DISTANCE ARE H(RAim ON MICA I--- 6NINEr (k) -3 � 3 SCHEMAI TOP E D. LESS TAN ont iF77 ON PP — I- Sew 0.) �� i � A -- SCNEOUIE Rm,KE .H+CIIM SPNCNMG n ALSIft rA N,ATo* FOc SPACING CTURS M CTHIS GBZ OLM9/J 1PL.T011 O•' R r TRNG r .roe THIS [ oLu .clan 3a - CPIRAYMR. t0 BL INKSaNF. ION R ' '/,- _.. K LES IHTMNTD DSLM PACUIC NDICA 1D } ,/r - ' IY F15 THAN YHIYIIM 4DAr.K. 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G N au NOTES• V I ID IfA�' crOEZ P FI cvcTcy I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4" DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE A P A R F TH R N N W FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO N PR t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B. ED E 2 2 4'1NT H q ENCODE 3 O ANC 0 $. IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2) IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE IN ALLO Sl R N i TN T [ VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S MANUI'ACTUREA. M P T F • 1 F T STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF 11 11 + 1 THE R L I ITY T - TN TI PFA r � r .iHw BE ESPONS L (x ,ON ^Toe r R7PY T E ABOVf M CODE A5 _ ENESTRATION TF$irNG R P ttl TA.'-' 1 9 HE C ORAL. 0 SH HE SOU ONLY B OF U R RE T7 A EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K OR WOOD FRUE BUILDINGS 2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF :NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS OM IH H' TR 1R FR E N51Uf b S UtTI E. , 1 r Wb1 THE 1 Ir ON AC BII LDMC ) PRkITNi HAND N TRU R RN M SIGN. G JI K AN TRACILE. Au AA tNU F U' H ENCTN / 0 STl1. SHUrtER UL ,l 3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0 4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN it NIA i P F tl INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO 5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI: INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'. (6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF 7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y. B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED. 50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4 I9 IF SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC ,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL 9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw A ( IO_.C615iD6N::_ ) P9LLBLD"F`�� (•) THIS PE.O SHALL BfAR tHE DATE 4ND ORpNNA SEAL AnU SIGNATURE OF THE Pga{'[5S10NAL tNGINEU OP RD T p - 4 N IT 1 RCLO THAN FNtL PORED rt I • lA1xC0 ANCHORS AS MANUFACTURED BY W INDEX INC. MIN YC• 19T BL 3 wI ( P ) - 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN - 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING. (r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE. A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE FEMALE t0 6 PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40 MIY FINISH MATERUEL SHALL BE PERMITTED 1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114, IN10 ANCHORS. a• - A TI( A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5� FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. 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OIKIO 9PAGWG 0 115W0 rI,ct 4 L NOt - OBTNNF NY M Lf AC RU MINAaGM sOT, H' HCHED L -- x !Y - - TOR EAL1+ 4NCNOR TYPE ON Ere sLNEOULF f• , IO 3 ,lr 3a1 `,' CEN SAL• FLORIDA BUILDING CODE Hi h Velocit Nurrlcana Zon PP N0. 2D GAGE GALVANIZED STEEL STORY PANEL XNRN __ _ _ _ _ 9T /me/3mo T TE O _- GLOBAL PROTECTION PRODUCTS LLC. I dR: :��•'.. F o �' TrL Art' c o RNA RP I -- 1 JRi T.A-� .e°o I 1rrEl'1 :O ate` F n i R O e_ 31 I. 4 a [HOWL RNO 3 F - A'''AAAI, /I%, NA.T,_,.�.,_._ Nam. cmi.. N. ,». rN.'-; u� n,+anrr Pl.. (Y6.)aoo->o.6. POI: C•S.JWI9-e'197 - 20 76 / IIIIHIA\••[ SLY,/'91'ANTLeR,/dTC -• ,-_;-0-ItIi9 .. -WP'b ..- OMAIIKI No. !N`IALLIFT-LQN QET.AIL5_.FQR__DPTt9-L� _ FOB LIFE SAFETY STQR P.ANEL_.5Y��I !N_T-Q EXIS-TING-�1Q9.D_ STRUCTURES I I '- _-_"1 I,i ._ .. 1/e'4 tAP(.'Oh • 6' O.C. )'•-.. ... I._-_--' I/4'I TAPCON O 6' G.0 -W/1 1 2' MIN MPfiIFIF'n _ W/1 1/T' MIN tHREADEP I, PENETRATION AT WOOD PE nON I '1. { NE'IRA A WIX1D rR ' \ 1 HEAL 1 A D EAOE jI I I 1 1/2- , I/•- 112' , 4- f , A I Wool) HEAMP I -i I WOOD t r' I __ _.__-- 1 No,.- I I 2•-. a' RECURED - - Me. 1. �X7L REORED' R... �, %Mtn. t �6.' i " _.L.. C. i J��J i WNt. 1 i Y,1. YPNMt DIN IY QM3 j Ir-- LSNt ArJ+Eol4a I ', i EXLSTYXI ON SNQY To) I , i WnT MAST 1' MP.. OEASS -I _ I.. I _ . %, Ma. I r"" (SEE SGIEDULC I PAv0. LENGTH .. _ - PANEL iENI:TH N(.. ` Ex15TRJG__.-,I ON sear to) ISLE NOTE 1 BELUIF) 1/4'e-20.1- I I (SEE NOTE I ) I IGLA55 S.5, M.S. W __._ I 7 a M332' //6B �7J .. :.. rSNO HN �_..�-_ L�ELI' _-_ ` I V�9 Ii_ iPPP_ _-.,_...-.I 9 i ~w �(_�} r�� I c' ca EG P __ - < rl V I ' E0. ' ,,: I EU I I I 2'.4" WOOD PLAT 7/6"e R 3/32• WIND NUI 1' .' WOOD PLATE 7/6.6 . 3%32' DING •RJR I REou'REO WASHER O e 1/4" O.C. REWIRED WASHER O (BEYOND] 9I 1I4-10 PANELMATE P�,US '1.-10 PANF7_WIE PLA 1 O 6 I/4. O.C. W/f 7/A" O 6 I/4' OC W/I 7/6• I A9N. IHRCADCD NCTRAtIfX: 1 MIN. THREADED PENETRATION AT MIDW07H N PUT �, AT MIDWID7H OF PLATE , � WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATJ•QH ALION,i YE..6AW 1I. HT'11"'d ALTERNATIVE BRIO O REGULAR PANEL s �iccR......L11�� ,� �E SAFETY PANEL SCALE 3/e'.1 �. P. �GENS '➢ ' SCALE 1/B--I,. : � F FLORIDA BUILDING CODE Ni h Velocit NUT Icon* Zone) No 44167 °t0'0 "NCO "K 20 GAGE GALVANIZED STEEL STORY PANEL oA p, :. INSTNIAMINS APL ONLY VALID FOR BUILIN C$ WmR As.G. DES 1AAU5 I . -7 P IH F T m EP iD 555, 2.0 PSF ANG ANEL'S LENG U 0 B'-A _ /TA/SwR - TIE._' ATE L BALL PROT I N T - 0 ECT 0 PRODUC S LLC. S 2 FOR NEW WOOD FRAME CONSTRVC11tlF1 WOOD 4FM8ER5 ID BE SpUPHtRN : 'f, -. I 1 0 IN �' ' -- dT[ 01 ° 2t- E Lem 5r RI Rp- PINE NO T, w/ sPECIrK or�Nsm oT o55 oa EDUA: '•. O,,k,,• OR5 i-"iYfiiiN'n • rwalNan.R eorrANr dW. IL 331H. 20-176 .. IrY, I rA RNnn n M,Y PNaNt: LI1.1Ils.-Te+3, rM (es•)K9-vr+ {I .,,SS/ VL E ,4L ,_ ,r..: (al 1r I. ...,.. - ^�_____ 'INII III/1rOM.IRr/O.T[ a OWeT,e wr MM ItKI e•H w ORAWNC N•: IL.- wAifP :047 4r.. P F 4M n-w _ -'--' -- ._-.-__-.-._ rLOYd HHI'1 -- NaaT m e1 a 3'/24 6 OLIS HCRI m KLO.',1 4 W/ oR WVU 1 Isar NOTt a p.NI' aNs i'/24 4'/24 eLLo,.) • FAC ND FOIL CdKIIFIF .NO , IU E,W i-. SCHERG L CR- OiN 6W.l- SERETE Li 1• I. no, Al 2 - 1TWi uT _ - _ 'L3...._E rf . _ _ I ..1_� 11- ' _- �_ _ ] '_� _ ..T'-r- 1-11,11...,._ .,. _-.,r_,T„T,_T_�, _-•.•e-rY -.- - y....rr_-r_r,. �-''IF•�_ � . , i am ►4I N CNAMW FWM) EanDMOR RR'rL)I� (QitI11OR IIIIEL) i I Lap AND.) 1 I 6d % L SIX NONE 7. 3. 4 900w ! (1- nOR 2 x • 9[IDW I 1 1 1 1 r t k t I .1 + I { I I I . ., T.._1 - _ .j. _. _ __ . ... ,. y1 R'.r 1. ` ., ,. 40 2 -L' I i LM.�'� IseE NotE a BRDb' '- FOIL 1O�K 1 -1.0*c TEE mow TE 3'... � _I I' KILL "r"�T�- "��"-'_MM1%Af ON HNL7 T5: E"d W000 SCR[W N NOY[ 3 SEE XF.1KNn VN SHRT2e '- 'QGR®W/ 0R R/4'an -_._ • LAST PANn 0 TO BE NSTAULD AT EACH OPONND &WAYS M PRON%OCO w/ ICAL ELEVATION FORS TEAR NM4xt to 114WIME KS.µ pN E-2 H NG STORM PANEL ,.1 S� I HTtNDm TG IS NOAUav FROM YA(I 3j]2' . 1' I n310F Or 47RUCTURL ,-.--_-.Y.-_ -.-,/4• MY CAP /.• W.. OA (j)'' C22aR©W/a-/o©.Q -. , ECTI3/3Q.J71_ � A NOTES_J (1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL Cont. TRACKS TOP A BOTTOM. (3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR (b, SHAL BE PROVtpED AT SOP OF SUCH PANELS. (3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of 1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO EXTERIOR FLAT MNGfS OF END PANEL (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION. (5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .• a• 11 `Y. k A; T!0 jl : ..- ��CENSL-' No. 4 167 * Q n', STAT OF - ,,r FIO LOP . 'A.FSSION L �C ArrrAt.Ill MO"' 3• III" 2'/24 I'/24 1/ A S OAR, V7Ary[� �CS)IsI MOTt 3 en Don I 1' MN. cow.wIE •WONX13 P L n, 3' YP. (Ax 1pEDLEI PW SEH a6) _-_"{I -i 1. 1( ....._.1... "W SM5 1/r-I- f7n 1iI I/r 1 _ It l_ _ 6n 'l 'I. (vRP R3. 4 ((((((R4Lpa41R �.. RREMOM RAtOA EM16100.I�ANEF� LEND PANEIj f SEE IA 4 BUAW ISfY 4 � � � � >EkF ND7E a. 3, . HALLOW ...._. _.I _ I. .....• I. I _. • _ .�4 • `�+ % !4W'9IGTINS / 1 +A E1.l..RLAP I Y BF� D .-1J- •. _-__~•-• (ALit1NM1I LOC 71bM Aµ AT ENO 11A. A AT ECHO OR , 1/7 1 I/1'- ) INTERIOR PANELS _ ---'- - ___It---.-� > LAST PAMCI ® 10 pE PRSTALEp AT fACHI OPF .1 S1W1 NWAYS M 1]AOVIDED w �pICAL ELEVATION f9 Z000 REAR NU,D X TO EACNUTE XES KU R OTTEH63ED TO BE NSTALED FROM E-2.._ &MIDL.-STOB1d PANEL (1 S, Hsloc or STRUCTURE SGLF 3/J2• - I• �,/4- Mw CM 114• Ib.- GAP-jg ( �►RI... 1_'pp S, .itA..Y..LW_NAL-- lr Al ENDM1[ LTCATOk AI LI,D PAIR15) I VM - $DALE 3/32• - I- 0I CCIRAIT yr Of SL 1Fc__I()gD. L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL H nl TRACKS At TOP k PANELUAIE PLUS OR 15' LONG 7 Al TTOM W P MAT S FXJ ! ANEL E (2). END PANEIS SHAL3 ALWAYS BE CONNECTED TO EXI -,. SR -I WNL RY MEANS OF N LLIATES OR, II' USED H I.T W/ 15' LONG IZ) rRG1CK AT W"C", END PANELS 516W. BE CONNECTED TO W/ 1/:6-aDXS/4'T1/� w� 7/ 3/37' WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I DESCRIBED oN NOTE (3) ELOW). (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT ,��TT U1 P T V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1 S41AL BE PROVIDED AT TOP OF SUCH PANELS (a), FOR INSTALLATIONS WHEN END PANRBjEE'CL_}}S AND SOME NIERICA PANTS ARE DIRECTLY W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL MITI. EDGE DISTANCE. FOR THIS GA.4�, INTEROR PANEL USED .R)I�1TLY Yif ODE$ NOT NEED IO BE CONNECTED TO (L] BY µY MEANS TRACK C2) SHAI1 IN5TALLED r SUCH THAT ADJACENT PANELS ( f tEFT A, RIGHT SIDE OF it TEMOR Pµ EL) HAVE '9A. THOR OVERLAPS RETAINED BY 2 . / ''EG FLORIDA BUILDING CODE (NI h Velocity NUT Icon* Zone • £ Tame TERM INe I 20 GAGE GALVANIZED STEEL STORM PANE[. to 1. I - -- I r -� > / \ GLOBAL PROTECTION PRODUCTS, LLC. L T ; u iL ECOERN L IeoD , H ]TILIT TRLII Hp ae coWANY Gwr, n. }VN. i AN +'HMI MAr1• n. M•H H+Lm. (aS.)!ev-]s15, FM IPn.Jte9-s7eT 20-1 76 - IIS1 �_ '-,^•i.Pl .. AW .... fwl A,-IM, --�„N IWAAM.S N. E SrA_i%CAAnAE/dw G waip" __ _ _ _ MUTER A Ina ... Tt _ _ _ -wn»azI INSTALLAL10N .-QETAILS_FQ�R. OPTION ._ 2_ FOR LIFE SAFETY STORM PAN.E1 SYSTEM I D--E)ISTING PO Bf CONCRETE QB_,LONCRE E BLQCK STRUCTURES 1�4' TAPCON ANCHORS 1:4' rAPCON ANCHOR' O 9' a C. I6 1" O.C. Pou CONCRETE POURED CONCRETE OR CONCRETE BLDGX OR CONCNLIL FA K RECHPRED ' REOUFIED T C_-, 1 1/4, E-__ 1/4�. I MRA I I WTI F1 • , E.d• I , N7 ( !} I } r Ylimut aM `✓ F W I an ,q CNI I t01a014Sea I EXISn.)G-II h Tl EXTSTIEG-I G'USS 1 ; Y GLAsi .. __ 9 6 y eWaQq I I i 'i i -- Pf N 11 _ 1 __ -- ; rj f L /, E£j I I I I- E Y WL,ryN 5 1 ) 1 5 I Sx WAIN X •, ; I _ iitlq - ql'� 1 I { I I 1 I I i I EO•, �..Y C0• ts• i 314-10'. PMIE MATE PLUS W/ III-10"e PANELMAit PLUS W/ /6'4 5/32' WINO NN WASHER y/6"a . 3/32' WING NUT WA IK" O 6 1/4. 0C (REYN1D) FOORM CONCRETE POIWCI CONC'REIE OR COWRE'E BLOr•K OR CONCRrTE BLOCK REWIRED REOUIREO WALL MOUNTING 1NSIALLAI M YlALL MOUNTING INSTALLATION SECTION 5A SECTION SB O REGULAR PANEL O LIFE�_XIFETY_p NEL ...i, I/.-:.," ,II.111111.1 IUN 11- 1./N•-I" SNI SHRZT to • p0 TIO .AGARS OWE • .__ 7YP[ _ � "W . _ _ 4w:+NG FOR IIgfMUTOM Wra WOOD .�_-„- _ FRAE WALOR4 leA WItINII RMCaO (W - 3 3 YNML./ NKHOR SPALIM'A ANO M1MWW €DGE DISTANCE ARE H(RAim ON MICA I--- 6NINEr (k) -3 � 3 SCHEMAI TOP E D. LESS TAN ont iF77 ON PP — I- Sew 0.) �� i � A -- SCNEOUIE Rm,KE .H+CIIM SPNCNMG n ALSIft rA N,ATo* FOc SPACING CTURS M CTHIS GBZ OLM9/J 1PL.T011 O•' R r TRNG r .roe THIS [ oLu .clan 3a - CPIRAYMR. t0 BL INKSaNF. ION R ' '/,- _.. K LES IHTMNTD DSLM PACUIC NDICA 1D } ,/r - ' IY F15 THAN YHIYIIM 4DAr.K. N(MGt[O =AHn1011' Ill OH MI5 SHINS Y' - -'m ,a°„ 3 I I•-_ s"'W1 A -11ti/", , a�_ •'' �)CENS�L •.,9 No.44167 -> p 4 �F E �r "a 11 11 , P.E. st L o 411F,,%/LV.TE--- FLORIDA BUILDING CODE HI h Velocity Hurricane Zon .=a nOmv, ..: 1 20 GAGE GALVANIZED STEEL STORM PANEL f ° --, e1 oT M/2em GLOBAL PROTECTI N PRODUC 0 TS LLC. 1eOA IL 31 HMlil i - Ne CO- n-1 R 3331. ,.,• wi'.I" .I. �... e+I.Na n In•Ofm: (NHNW -]3.3. IM: R95.NK-M1 20-176 r LW1 In...U� 1H .. h:• 4n. r .11r.1Y w s r-is�r•-"--1- a PIYWIIf• N. G N au NOTES• V I ID IfA�' crOEZ P FI cvcTcy I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4" DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE A P A R F TH R N N W FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO N PR t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B. ED E 2 2 4'1NT H q ENCODE 3 O ANC 0 $. IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2) IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE IN ALLO Sl R N i TN T [ VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S MANUI'ACTUREA. M P T F • 1 F T STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF 11 11 + 1 THE R L I ITY T - TN TI PFA r � r .iHw BE ESPONS L (x ,ON ^Toe r R7PY T E ABOVf M CODE A5 _ ENESTRATION TF$irNG R P ttl TA.'-' 1 9 HE C ORAL. 0 SH HE SOU ONLY B OF U R RE T7 A EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K OR WOOD FRUE BUILDINGS 2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF :NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS OM IH H' TR 1R FR E N51Uf b S UtTI E. , 1 r Wb1 THE 1 Ir ON AC BII LDMC ) PRkITNi HAND N TRU R RN M SIGN. G JI K AN TRACILE. Au AA tNU F U' H ENCTN / 0 STl1. SHUrtER UL ,l 3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0 4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN it NIA i P F tl INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO 5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI: INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'. (6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF 7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y. B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED. 50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4 I9 IF SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC ,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL 9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw A ( IO_.C615iD6N::_ ) P9LLBLD"F`�� (•) THIS PE.O SHALL BfAR tHE DATE 4ND ORpNNA SEAL AnU SIGNATURE OF THE Pga{'[5S10NAL tNGINEU OP RD T p - 4 N IT 1 RCLO THAN FNtL PORED rt I • lA1xC0 ANCHORS AS MANUFACTURED BY W INDEX INC. MIN YC• 19T BL 3 wI ( P ) - 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN - 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING. (r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE. A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE FEMALE t0 6 PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40 MIY FINISH MATERUEL SHALL BE PERMITTED 1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114, IN10 ANCHORS. a• - A TI( A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5� FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL a{ �:''•\(CENS, --. �y'',, Bf A5 MENTNED M A.1) AND IN A.2). - No. 44167 g (B) TD..EXD.TLtiG.CANGREI.E_jIU&!�_B!6lL ' * : * i Yr ' -- 1/4. 6 TAPCON ANCHORS AS MANUFACIURED BY tl* BULGE%, INc F-LORIDA BUILDING CODE (HI h Velocity Hurricone Zone) 4' i .00m iiM H[ - 1 P X -M MANUf INC 1'mr 1 B CALK ARMORS, AS 4FLOSS A CH RS, A iS(M , Fn P ) •• F O. ' 20 GAGE GALVANIZ T R - RODUC PANELAATE TFAIM,E IO AND PAN0.IMTC P115 ANCNONS, AS MANU7ACTURED BY ELCG CONSTIRLICTION A+ ( igP �4C, ED STEEL S O Y PANEL `/`S In PRooucTs (rmr2o71 o...n � / NAt i --- J _ �_ -- �• A -/ J�,.�6/y N�ID{1u�.y% i LL c GLOBAL PROTECTION PRODUCTS. LLC. m - [,- �1)-ONI)�Y"1�'-C'RMIMT LAW. EL lul. HIn w. _Sol WIRY _ n M,M PHINR. (me.)•ee-]I•% rM (eNNK-MT 20-175 .... , (UN, OI.'a A : Am M-1N1 - ".-- -'m; 91MIIHG NP �' CMa LU,,e .Y .r Mw ,w RA r Tyler _ PL 9FAL✓WMMTMI4/dT[ 69LT[ll A TLLA 8, r.t nA +_ u � - - OIM :I a 2F MAY 1 7 �NSTA�LATIQN DETAILS FQ -DIES 2.QQQ. 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W __._ I 7 a M332' //6B �7J .. :.. rSNO HN �_..�-_ L�ELI' _-_ ` I V�9 Ii_ iPPP_ _-.,_...-.I 9 i ~w �(_�} r�� I c' ca EG P __ - < rl V I ' E0. ' ,,: I EU I I I 2'.4" WOOD PLAT 7/6"e R 3/32• WIND NUI 1' .' WOOD PLATE 7/6.6 . 3%32' DING •RJR I REou'REO WASHER O e 1/4" O.C. REWIRED WASHER O (BEYOND] 9I 1I4-10 PANELMATE P�,US '1.-10 PANF7_WIE PLA 1 O 6 I/4. O.C. W/f 7/A" O 6 I/4' OC W/I 7/6• I A9N. IHRCADCD NCTRAtIfX: 1 MIN. THREADED PENETRATION AT MIDW07H N PUT �, AT MIDWID7H OF PLATE , � WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATJ•QH ALION,i YE..6AW 1I. HT'11"'d ALTERNATIVE BRIO O REGULAR PANEL s �iccR......L11�� ,� �E SAFETY PANEL SCALE 3/e'.1 �. P. �GENS '➢ ' SCALE 1/B--I,. : � F FLORIDA BUILDING CODE Ni h Velocit NUT Icon* Zone) No 44167 °t0'0 "NCO "K 20 GAGE GALVANIZED STEEL STORY PANEL oA p, :. INSTNIAMINS APL ONLY VALID FOR BUILIN C$ WmR As.G. DES 1AAU5 I . -7 P IH F T m EP iD 555, 2.0 PSF ANG ANEL'S LENG U 0 B'-A _ /TA/SwR - TIE._' ATE L BALL PROT I N T - 0 ECT 0 PRODUC S LLC. S 2 FOR NEW WOOD FRAME CONSTRVC11tlF1 WOOD 4FM8ER5 ID BE SpUPHtRN : 'f, -. I 1 0 IN �' ' -- dT[ 01 ° 2t- E Lem 5r RI Rp- PINE NO T, w/ sPECIrK or�Nsm oT o55 oa EDUA: '•. O,,k,,• OR5 i-"iYfiiiN'n • rwalNan.R eorrANr dW. IL 331H. 20-176 .. IrY, I rA RNnn n M,Y PNaNt: LI1.1Ils.-Te+3, rM (es•)K9-vr+ {I .,,SS/ VL E ,4L ,_ ,r..: (al 1r I. ...,.. - ^�_____ 'INII III/1rOM.IRr/O.T[ a OWeT,e wr MM ItKI e•H w ORAWNC N•: IL.- wAifP :047 4r.. P F 4M n-w _ -'--' -- ._-.-__-.-._ rLOYd HHI'1 -- NaaT m e1 a 3'/24 6 OLIS HCRI m KLO.',1 4 W/ oR WVU 1 Isar NOTt a p.NI' aNs i'/24 4'/24 eLLo,.) • FAC ND FOIL CdKIIFIF .NO , IU E,W i-. SCHERG L CR- OiN 6W.l- SERETE Li 1• I. no, Al 2 - 1TWi uT _ - _ 'L3...._E rf . _ _ I ..1_� 11- ' _- �_ _ ] '_� _ ..T'-r- 1-11,11...,._ .,. _-.,r_,T„T,_T_�, _-•.•e-rY -.- - y....rr_-r_r,. �-''IF•�_ � . , i am ►4I N CNAMW FWM) EanDMOR RR'rL)I� (QitI11OR IIIIEL) i I Lap AND.) 1 I 6d % L SIX NONE 7. 3. 4 900w ! (1- nOR 2 x • 9[IDW I 1 1 1 1 r t k t I .1 + I { I I I . ., T.._1 - _ .j. _. _ __ . ... ,. y1 R'.r 1. ` ., ,. 40 2 -L' I i LM.�'� IseE NotE a BRDb' '- FOIL 1O�K 1 -1.0*c TEE mow TE 3'... � _I I' KILL "r"�T�- "��"-'_MM1%Af ON HNL7 T5: E"d W000 SCR[W N NOY[ 3 SEE XF.1KNn VN SHRT2e '- 'QGR®W/ 0R R/4'an -_._ • LAST PANn 0 TO BE NSTAULD AT EACH OPONND &WAYS M PRON%OCO w/ ICAL ELEVATION FORS TEAR NM4xt to 114WIME KS.µ pN E-2 H NG STORM PANEL ,.1 S� I HTtNDm TG IS NOAUav FROM YA(I 3j]2' . 1' I n310F Or 47RUCTURL ,-.--_-.Y.-_ -.-,/4• MY CAP /.• W.. OA (j)'' C22aR©W/a-/o©.Q -. , ECTI3/3Q.J71_ � A NOTES_J (1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL Cont. TRACKS TOP A BOTTOM. (3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR (b, SHAL BE PROVtpED AT SOP OF SUCH PANELS. (3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of 1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO EXTERIOR FLAT MNGfS OF END PANEL (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION. (5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .• a• 11 `Y. k A; T!0 jl : ..- ��CENSL-' No. 4 167 * Q n', STAT OF - ,,r FIO LOP . 'A.FSSION L �C ArrrAt.Ill MO"' 3• III" 2'/24 I'/24 1/ A S OAR, V7Ary[� �CS)IsI MOTt 3 en Don I 1' MN. cow.wIE •WONX13 P L n, 3' YP. (Ax 1pEDLEI PW SEH a6) _-_"{I -i 1. 1( ....._.1... "W SM5 1/r-I- f7n 1iI I/r 1 _ It l_ _ 6n 'l 'I. (vRP R3. 4 ((((((R4Lpa41R �.. RREMOM RAtOA EM16100.I�ANEF� LEND PANEIj f SEE IA 4 BUAW ISfY 4 � � � � >EkF ND7E a. 3, . HALLOW ...._. _.I _ I. .....• I. I _. • _ .�4 • `�+ % !4W'9IGTINS / 1 +A E1.l..RLAP I Y BF� D .-1J- •. _-__~•-• (ALit1NM1I LOC 71bM Aµ AT ENO 11A. A AT ECHO OR , 1/7 1 I/1'- ) INTERIOR PANELS _ ---'- - ___It---.-� > LAST PAMCI ® 10 pE PRSTALEp AT fACHI OPF .1 S1W1 NWAYS M 1]AOVIDED w �pICAL ELEVATION f9 Z000 REAR NU,D X TO EACNUTE XES KU R OTTEH63ED TO BE NSTALED FROM E-2.._ &MIDL.-STOB1d PANEL (1 S, Hsloc or STRUCTURE SGLF 3/J2• - I• �,/4- Mw CM 114• Ib.- GAP-jg ( �►RI... 1_'pp S, .itA..Y..LW_NAL-- lr Al ENDM1[ LTCATOk AI LI,D PAIR15) I VM - $DALE 3/32• - I- 0I CCIRAIT yr Of SL 1Fc__I()gD. L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL H nl TRACKS At TOP k PANELUAIE PLUS OR 15' LONG 7 Al TTOM W P MAT S FXJ ! ANEL E (2). END PANEIS SHAL3 ALWAYS BE CONNECTED TO EXI -,. SR -I WNL RY MEANS OF N LLIATES OR, II' USED H I.T W/ 15' LONG IZ) rRG1CK AT W"C", END PANELS 516W. BE CONNECTED TO W/ 1/:6-aDXS/4'T1/� w� 7/ 3/37' WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I DESCRIBED oN NOTE (3) ELOW). (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT ,��TT U1 P T V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1 S41AL BE PROVIDED AT TOP OF SUCH PANELS (a), FOR INSTALLATIONS WHEN END PANRBjEE'CL_}}S AND SOME NIERICA PANTS ARE DIRECTLY W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL MITI. EDGE DISTANCE. FOR THIS GA.4�, INTEROR PANEL USED .R)I�1TLY Yif ODE$ NOT NEED IO BE CONNECTED TO (L] BY µY MEANS TRACK C2) SHAI1 IN5TALLED r SUCH THAT ADJACENT PANELS ( f tEFT A, RIGHT SIDE OF it TEMOR Pµ EL) HAVE '9A. THOR OVERLAPS RETAINED BY 2 . / ''EG FLORIDA BUILDING CODE (NI h Velocity NUT Icon* Zone • £ Tame TERM INe I 20 GAGE GALVANIZED STEEL STORM PANE[. to 1. I - -- I r -� > / \ GLOBAL PROTECTION PRODUCTS, LLC. L T ; u iL ECOERN L IeoD , H ]TILIT TRLII Hp ae coWANY Gwr, n. }VN. i AN +'HMI MAr1• n. M•H H+Lm. (aS.)!ev-]s15, FM IPn.Jte9-s7eT 20-1 76 - IIS1 �_ '-,^•i.Pl .. AW .... fwl A,-IM, --�„N IWAAM.S N. E SrA_i%CAAnAE/dw G waip" __ _ _ _ MUTER A Ina ... Tt _ _ _ -wn»azI INSTALLAL10N .-QETAILS_FQ�R. OPTION ._ 2_ FOR LIFE SAFETY STORM PAN.E1 SYSTEM I D--E)ISTING PO Bf CONCRETE QB_,LONCRE E BLQCK STRUCTURES 1�4' TAPCON ANCHORS 1:4' rAPCON ANCHOR' O 9' a C. I6 1" O.C. Pou CONCRETE POURED CONCRETE OR CONCRETE BLDGX OR CONCNLIL FA K RECHPRED ' REOUFIED T C_-, 1 1/4, E-__ 1/4�. I MRA I I WTI F1 • , E.d• I , N7 ( !} I } r Ylimut aM `✓ F W I an ,q CNI I t01a014Sea I EXISn.)G-II h Tl EXTSTIEG-I G'USS 1 ; Y GLAsi .. __ 9 6 y eWaQq I I i 'i i -- Pf N 11 _ 1 __ -- ; rj f L /, E£j I I I I- E Y WL,ryN 5 1 ) 1 5 I Sx WAIN X •, ; I _ iitlq - ql'� 1 I { I I 1 I I i I EO•, �..Y C0• ts• i 314-10'. PMIE MATE PLUS W/ III-10"e PANELMAit PLUS W/ /6'4 5/32' WINO NN WASHER y/6"a . 3/32' WING NUT WA IK" O 6 1/4. 0C (REYN1D) FOORM CONCRETE POIWCI CONC'REIE OR COWRE'E BLOr•K OR CONCRrTE BLOCK REWIRED REOUIREO WALL MOUNTING 1NSIALLAI M YlALL MOUNTING INSTALLATION SECTION 5A SECTION SB O REGULAR PANEL O LIFE�_XIFETY_p NEL ...i, I/.-:.," ,II.111111.1 IUN 11- 1./N•-I" SNI SHRZT to • p0 TIO .AGARS OWE • .__ 7YP[ _ � "W . _ _ 4w:+NG FOR IIgfMUTOM Wra WOOD .�_-„- _ FRAE WALOR4 leA WItINII RMCaO (W - 3 3 YNML./ NKHOR SPALIM'A ANO M1MWW €DGE DISTANCE ARE H(RAim ON MICA I--- 6NINEr (k) -3 � 3 SCHEMAI TOP E D. LESS TAN ont iF77 ON PP — I- Sew 0.) �� i � A -- SCNEOUIE Rm,KE .H+CIIM SPNCNMG n ALSIft rA N,ATo* FOc SPACING CTURS M CTHIS GBZ OLM9/J 1PL.T011 O•' R r TRNG r .roe THIS [ oLu .clan 3a - CPIRAYMR. t0 BL INKSaNF. ION R ' '/,- _.. K LES IHTMNTD DSLM PACUIC NDICA 1D } ,/r - ' IY F15 THAN YHIYIIM 4DAr.K. N(MGt[O =AHn1011' Ill OH MI5 SHINS Y' - -'m ,a°„ 3 I I•-_ s"'W1 A -11ti/", , a�_ •'' �)CENS�L •.,9 No.44167 -> p 4 �F E �r "a 11 11 , P.E. st L o 411F,,%/LV.TE--- FLORIDA BUILDING CODE HI h Velocity Hurricane Zon .=a nOmv, ..: 1 20 GAGE GALVANIZED STEEL STORM PANEL f ° --, e1 oT M/2em GLOBAL PROTECTI N PRODUC 0 TS LLC. 1eOA IL 31 HMlil i - Ne CO- n-1 R 3331. ,.,• wi'.I" .I. �... e+I.Na n In•Ofm: (NHNW -]3.3. IM: R95.NK-M1 20-176 r LW1 In...U� 1H .. h:• 4n. r .11r.1Y w s r-is�r•-"--1- a PIYWIIf• N. G N au NOTES• V I ID IfA�' crOEZ P FI cvcTcy I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4" DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE A P A R F TH R N N W FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO N PR t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B. ED E 2 2 4'1NT H q ENCODE 3 O ANC 0 $. IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2) IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE IN ALLO Sl R N i TN T [ VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S MANUI'ACTUREA. M P T F • 1 F T STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF 11 11 + 1 THE R L I ITY T - TN TI PFA r � r .iHw BE ESPONS L (x ,ON ^Toe r R7PY T E ABOVf M CODE A5 _ ENESTRATION TF$irNG R P ttl TA.'-' 1 9 HE C ORAL. 0 SH HE SOU ONLY B OF U R RE T7 A EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K OR WOOD FRUE BUILDINGS 2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF :NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS OM IH H' TR 1R FR E N51Uf b S UtTI E. , 1 r Wb1 THE 1 Ir ON AC BII LDMC ) PRkITNi HAND N TRU R RN M SIGN. G JI K AN TRACILE. Au AA tNU F U' H ENCTN / 0 STl1. SHUrtER UL ,l 3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0 4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN it NIA i P F tl INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO 5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI: INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'. (6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF 7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y. B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED. 50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4 I9 IF SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC ,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL 9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw A ( IO_.C615iD6N::_ ) P9LLBLD"F`�� (•) THIS PE.O SHALL BfAR tHE DATE 4ND ORpNNA SEAL AnU SIGNATURE OF THE Pga{'[5S10NAL tNGINEU OP RD T p - 4 N IT 1 RCLO THAN FNtL PORED rt I • lA1xC0 ANCHORS AS MANUFACTURED BY W INDEX INC. MIN YC• 19T BL 3 wI ( P ) - 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN - 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING. (r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE. A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE FEMALE t0 6 PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40 MIY FINISH MATERUEL SHALL BE PERMITTED 1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114, IN10 ANCHORS. a• - A TI( A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5� FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL a{ �:''•\(CENS, --. �y'',, Bf A5 MENTNED M A.1) AND IN A.2). - No. 44167 g (B) TD..EXD.TLtiG.CANGREI.E_jIU&!�_B!6lL ' * : * i Yr ' -- 1/4. 6 TAPCON ANCHORS AS MANUFACIURED BY tl* BULGE%, INc F-LORIDA BUILDING CODE (HI h Velocity Hurricone Zone) 4' i .00m iiM H[ - 1 P X -M MANUf INC 1'mr 1 B CALK ARMORS, AS 4FLOSS A CH RS, A iS(M , Fn P ) •• F O. ' 20 GAGE GALVANIZ T R - RODUC PANELAATE TFAIM,E IO AND PAN0.IMTC P115 ANCNONS, AS MANU7ACTURED BY ELCG CONSTIRLICTION A+ ( igP �4C, ED STEEL S O Y PANEL `/`S In PRooucTs (rmr2o71 o...n � / NAt i --- J _ �_ -- �• A -/ J�,.�6/y N�ID{1u�.y% i LL c GLOBAL PROTECTION PRODUCTS. LLC. m - [,- �1)-ONI)�Y"1�'-C'RMIMT LAW. EL lul. HIn w. _Sol WIRY _ n M,M PHINR. (me.)•ee-]I•% rM (eNNK-MT 20-175 .... , (UN, OI.'a A : Am M-1N1 - ".-- -'m; 91MIIHG NP �' CMa LU,,e .Y .r Mw ,w RA r Tyler _ PL 9FAL✓WMMTMI4/dT[ 69LT[ll A TLLA 8, r.t nA +_ u � - - OIM :I a 2F MAY 1 7 �NSTA�LATIQN DETAILS FQ -DIES 2.QQQ. AND 10Q9 E--Z HANG�TQRMI PANEL �L' INTO ,POU_-_RED-CONCRETE O�QN,CR TE BI OCK Virtual F�¢V1ew Nw nP»nWr Flans Revie ss 1,MKNiRR M.:.o.s y--4A-� _.. �°` w mplet INL uw•,Rowm ml �� 4 t«. t�ICW+c NrAo® __,t� r..H (u "LEE AMOrRe (m x 42 r I CO t YpMY �t�XE1 z 16r .._._ \ T N_� a•,MT, a0 W v4[t M, '• ` NN R3 4HW a �.IOTI ' L d i��y']..r.A. s -` :1.. a. Y MPL~ - Ihd�gnne Kla r ((�.EE[� I E},( I,..1 EYx -LE4 KT4A I . \ 't - IIOR enwi W b �1-.JRt/•' I __ //�"M PO Pr d 1, MPR I'MUND '•\ ._ ....- N I IM/E�e•+Aw IW1 4 7 �, ) -' y R L - I ._ .. _. _- I j IR: �' . (L�NrL;,X.`�" Y ' � ` 5 ` ; 1 IRyy ' I RR 1 i � I i _ .�`J 1 I 4 ' _1 I I IL, ONI M�EL175 I 'F.. am ASow is i -T"'� ^-- -_Y- } FR" 1 rAI su0.oAF I 1/1••- 11, I •N.IP,IeM1EE•XIN ••-20.3/•' f �I I�IENA I I V_2a.]/.• I y� �,,�y�y I I. T,I L. m SWAP 23 i w] 1 /NACU R H+ / I / 1 I'.- /' ON MH. TON y I O GAg I 7 em'2EhT/ ./ N 1 EO 4A6i� i /4 •ANIi • A I raR W 1�EPNt�MNRR , j/9TM2/a� i ro I M 'NOI.WMM N 1 Mh M I/, [VERY onRUR r I I COCALAP I To GLASS. I 111E I.R • 9 //' } { I 1 Cow OYDKN 1 ' [x I I � i I .1.-._ a y1 p Y If I I i 1 I i I _ L_ r._ �- _.__ 1 �� _"� _' I I' Lg( C�AAIImpA,3/m/ a N , I � 11 'r I I F! I I Iwr . I a ewm ) gg , I 3 tw. g q M ), I J, 1 ' i I I Y 1 1 e3 M ' , Lp' C Te I i I t• R• I(P r -) I - 1 11 - I I 7I 1 ,SLOLO aN / 1 S• nr--/ I ) , 1 T I- I '(,7 °y nnx R4 Mo�Eu S i. °num",Li I - C•IW T1OIIla9 I ., V-� . TIf / I - ... I .`, -1 I 1 .., a1AKr T, ae L -_ - 1 ,,.••, 1M14A Sn'4PHA I \ ... K R/4 Hl/34- rNv ,! ) 3 •/7/a•w 3x• I /R2RY•' MR _ H , m l--1CT•-+•+--lV--• ,,, � Oa t Hr-M.)/1` REeIIWP p N2M 1• M,- WN91M M '' "Nu,7M 1%.'F31 .' EO Co G , - I--__J_.. wMCRt�E-' H. r "a , sa 3aEE /' Ii I/rN-R1.3. •/r..2.W. t ONO- IEtt •- - K.. /I y�, a" O" SHba� �., Ny1 / "_ Tn� 9 ((Yt Y* So, - aPeoute m :WANK WW Oe NN ON 9cu wn) rJ /t'W oN um n, /� ( WALL. AN12.1iIBE.C.L MOUNTING INST. R9•n 1 i I ---EA w I3WW ) °B a Ir oc WALL MOUNTING IN5T. SECTION 2' SECTION 1 - 0 sL ut 3/e-+ R TO_CEILIN¢ MOUNTING INST. HULLO -OUT MOUNTING INV, IiCNt 3/(ey-,' B •- SECTION 3- SECTIQN 4 321Ef.�1�� -91" •+GTE v,e..,• 'GALE t16-1' 9PLUnCATWNx RTQRU m LOIN � in, er MN e ) 'o AA �i,L .3 -1111,IH111111,I, } - 14) y e "® .; IS POIN ato ox°1"N"' ;iP`" a��1P��,RGENS'-..,- J yI/ ii 11"NMTPW - ON - x1 B -5.Mf5 ,r 6 H,A,LY rd COIMeM[gN fX 8{cI10Y4 : ' NO.44167 "S- LI -- oP A N 0Y Nm Nemas AN m = - FLORIDA BUILDING CODE HI h Velocity Not cone Zone) © COYUNCJ n ANY WAY TI SNr AV, fm0 rn1Ct0. I1G rP PTKUICN - ?'�}, STATE OF a 20 GAGE GAIVANIZCO STEEL STORK PANEL uM+N m DETAIL 1 { O • F : �4c , _ "-- -'- _' sFME: +/2• Y 1• y" . • td 1 L E C O _r A GLOBAL PROTECTION PRODUCTS. LLC. oT/TA/Nao L� wn ,. •,y Elp%1 / iNt , .eCA s.r. m z1R¢' •1F/��.10 Ik Joi S11WW k [�IaWILCbMO COMP.1 dW, IL 2231. .W } M HA..,WM.rAmY YM1M R1011L• (L6•)Ye-7MN. SAX (•3.1NW-0)i] 20-T76 .v. t-.H-1M. 1., � Is11 Y, • DR4.•rlr1 Ira PC aAL/•Aa,HAruR[/w1C y tA-000e],• __. rML2 A ts.... P. _ eWn 2. or „ st, inc. FBC 7ph )xz300 N r- U) m (D �-, U S_ Q o n22 m U .- E/) 2 !✓ � C6 - -0 U �_ /'F� O IL O 1. W 0 Q !✓ _ O U_ M O p W , ��� ^� l_C A AJ - r�I-- i.. - f _Q . E- V J E Z Z W J C �� L. W i /�� N� J O ♦-) O I..L U /� 0 v / L co Q Z Z Q -I IZ SHEET NO. SH 1.2 3'/24 6 OLIS HCRI m KLO.',1 4 W/ oR WVU 1 Isar NOTt a p.NI' aNs i'/24 4'/24 eLLo,.) • FAC ND FOIL CdKIIFIF .NO , IU E,W i-. SCHERG L CR- OiN 6W.l- SERETE Li 1• I. no, Al 2 - 1TWi uT _ - _ 'L3...._E rf . _ _ I ..1_� 11- ' _- �_ _ ] '_� _ ..T'-r- 1-11,11...,._ .,. _-.,r_,T„T,_T_�, _-•.•e-rY -.- - y....rr_-r_r,. �-''IF•�_ � . , i am ►4I N CNAMW FWM) EanDMOR RR'rL)I� (QitI11OR IIIIEL) i I Lap AND.) 1 I 6d % L SIX NONE 7. 3. 4 900w ! (1- nOR 2 x • 9[IDW I 1 1 1 1 r t k t I .1 + I { I I I . ., T.._1 - _ .j. _. _ __ . ... ,. y1 R'.r 1. ` ., ,. 40 2 -L' I i LM.�'� IseE NotE a BRDb' '- FOIL 1O�K 1 -1.0*c TEE mow TE 3'... � _I I' KILL "r"�T�- "��"-'_MM1%Af ON HNL7 T5: E"d W000 SCR[W N NOY[ 3 SEE XF.1KNn VN SHRT2e '- 'QGR®W/ 0R R/4'an -_._ • LAST PANn 0 TO BE NSTAULD AT EACH OPONND &WAYS M PRON%OCO w/ ICAL ELEVATION FORS TEAR NM4xt to 114WIME KS.µ pN E-2 H NG STORM PANEL ,.1 S� I HTtNDm TG IS NOAUav FROM YA(I 3j]2' . 1' I n310F Or 47RUCTURL ,-.--_-.Y.-_ -.-,/4• MY CAP /.• W.. OA (j)'' C22aR©W/a-/o©.Q -. , ECTI3/3Q.J71_ � A NOTES_J (1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL Cont. TRACKS TOP A BOTTOM. (3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR (b, SHAL BE PROVtpED AT SOP OF SUCH PANELS. (3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of 1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO EXTERIOR FLAT MNGfS OF END PANEL (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION. (5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .• a• 11 `Y. k A; T!0 jl : ..- ��CENSL-' No. 4 167 * Q n', STAT OF - ,,r FIO LOP . 'A.FSSION L �C ArrrAt.Ill MO"' 3• III" 2'/24 I'/24 1/ A S OAR, V7Ary[� �CS)IsI MOTt 3 en Don I 1' MN. cow.wIE •WONX13 P L n, 3' YP. (Ax 1pEDLEI PW SEH a6) _-_"{I -i 1. 1( ....._.1... "W SM5 1/r-I- f7n 1iI I/r 1 _ It l_ _ 6n 'l 'I. (vRP R3. 4 ((((((R4Lpa41R �.. RREMOM RAtOA EM16100.I�ANEF� LEND PANEIj f SEE IA 4 BUAW ISfY 4 � � � � >EkF ND7E a. 3, . HALLOW ...._. _.I _ I. .....• I. I _. • _ .�4 • `�+ % !4W'9IGTINS / 1 +A E1.l..RLAP I Y BF� D .-1J- •. _-__~•-• (ALit1NM1I LOC 71bM Aµ AT ENO 11A. A AT ECHO OR , 1/7 1 I/1'- ) INTERIOR PANELS _ ---'- - ___It---.-� > LAST PAMCI ® 10 pE PRSTALEp AT fACHI OPF .1 S1W1 NWAYS M 1]AOVIDED w �pICAL ELEVATION f9 Z000 REAR NU,D X TO EACNUTE XES KU R OTTEH63ED TO BE NSTALED FROM E-2.._ &MIDL.-STOB1d PANEL (1 S, Hsloc or STRUCTURE SGLF 3/J2• - I• �,/4- Mw CM 114• Ib.- GAP-jg ( �►RI... 1_'pp S, .itA..Y..LW_NAL-- lr Al ENDM1[ LTCATOk AI LI,D PAIR15) I VM - $DALE 3/32• - I- 0I CCIRAIT yr Of SL 1Fc__I()gD. L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL H nl TRACKS At TOP k PANELUAIE PLUS OR 15' LONG 7 Al TTOM W P MAT S FXJ ! ANEL E (2). END PANEIS SHAL3 ALWAYS BE CONNECTED TO EXI -,. SR -I WNL RY MEANS OF N LLIATES OR, II' USED H I.T W/ 15' LONG IZ) rRG1CK AT W"C", END PANELS 516W. BE CONNECTED TO W/ 1/:6-aDXS/4'T1/� w� 7/ 3/37' WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I DESCRIBED oN NOTE (3) ELOW). (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT ,��TT U1 P T V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1 S41AL BE PROVIDED AT TOP OF SUCH PANELS (a), FOR INSTALLATIONS WHEN END PANRBjEE'CL_}}S AND SOME NIERICA PANTS ARE DIRECTLY W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL MITI. EDGE DISTANCE. FOR THIS GA.4�, INTEROR PANEL USED .R)I�1TLY Yif ODE$ NOT NEED IO BE CONNECTED TO (L] BY µY MEANS TRACK C2) SHAI1 IN5TALLED r SUCH THAT ADJACENT PANELS ( f tEFT A, RIGHT SIDE OF it TEMOR Pµ EL) HAVE '9A. THOR OVERLAPS RETAINED BY 2 . / ''EG FLORIDA BUILDING CODE (NI h Velocity NUT Icon* Zone • £ Tame TERM INe I 20 GAGE GALVANIZED STEEL STORM PANE[. to 1. I - -- I r -� > / \ GLOBAL PROTECTION PRODUCTS, LLC. L T ; u iL ECOERN L IeoD , H ]TILIT TRLII Hp ae coWANY Gwr, n. }VN. i AN +'HMI MAr1• n. M•H H+Lm. (aS.)!ev-]s15, FM IPn.Jte9-s7eT 20-1 76 - IIS1 �_ '-,^•i.Pl .. AW .... fwl A,-IM, --�„N IWAAM.S N. E SrA_i%CAAnAE/dw G waip" __ _ _ _ MUTER A Ina ... Tt _ _ _ -wn»azI INSTALLAL10N .-QETAILS_FQ�R. OPTION ._ 2_ FOR LIFE SAFETY STORM PAN.E1 SYSTEM I D--E)ISTING PO Bf CONCRETE QB_,LONCRE E BLQCK STRUCTURES 1�4' TAPCON ANCHORS 1:4' rAPCON ANCHOR' O 9' a C. I6 1" O.C. Pou CONCRETE POURED CONCRETE OR CONCRETE BLDGX OR CONCNLIL FA K RECHPRED ' REOUFIED T C_-, 1 1/4, E-__ 1/4�. I MRA I I WTI F1 • , E.d• I , N7 ( !} I } r Ylimut aM `✓ F W I an ,q CNI I t01a014Sea I EXISn.)G-II h Tl EXTSTIEG-I G'USS 1 ; Y GLAsi .. __ 9 6 y eWaQq I I i 'i i -- Pf N 11 _ 1 __ -- ; rj f L /, E£j I I I I- E Y WL,ryN 5 1 ) 1 5 I Sx WAIN X •, ; I _ iitlq - ql'� 1 I { I I 1 I I i I EO•, �..Y C0• ts• i 314-10'. PMIE MATE PLUS W/ III-10"e PANELMAit PLUS W/ /6'4 5/32' WINO NN WASHER y/6"a . 3/32' WING NUT WA IK" O 6 1/4. 0C (REYN1D) FOORM CONCRETE POIWCI CONC'REIE OR COWRE'E BLOr•K OR CONCRrTE BLOCK REWIRED REOUIREO WALL MOUNTING 1NSIALLAI M YlALL MOUNTING INSTALLATION SECTION 5A SECTION SB O REGULAR PANEL O LIFE�_XIFETY_p NEL ...i, I/.-:.," ,II.111111.1 IUN 11- 1./N•-I" SNI SHRZT to • p0 TIO .AGARS OWE • .__ 7YP[ _ � "W . _ _ 4w:+NG FOR IIgfMUTOM Wra WOOD .�_-„- _ FRAE WALOR4 leA WItINII RMCaO (W - 3 3 YNML./ NKHOR SPALIM'A ANO M1MWW €DGE DISTANCE ARE H(RAim ON MICA I--- 6NINEr (k) -3 � 3 SCHEMAI TOP E D. LESS TAN ont iF77 ON PP — I- Sew 0.) �� i � A -- SCNEOUIE Rm,KE .H+CIIM SPNCNMG n ALSIft rA N,ATo* FOc SPACING CTURS M CTHIS GBZ OLM9/J 1PL.T011 O•' R r TRNG r .roe THIS [ oLu .clan 3a - CPIRAYMR. t0 BL INKSaNF. ION R ' '/,- _.. K LES IHTMNTD DSLM PACUIC NDICA 1D } ,/r - ' IY F15 THAN YHIYIIM 4DAr.K. N(MGt[O =AHn1011' Ill OH MI5 SHINS Y' - -'m ,a°„ 3 I I•-_ s"'W1 A -11ti/", , a�_ •'' �)CENS�L •.,9 No.44167 -> p 4 �F E �r "a 11 11 , P.E. st L o 411F,,%/LV.TE--- FLORIDA BUILDING CODE HI h Velocity Hurricane Zon .=a nOmv, ..: 1 20 GAGE GALVANIZED STEEL STORM PANEL f ° --, e1 oT M/2em GLOBAL PROTECTI N PRODUC 0 TS LLC. 1eOA IL 31 HMlil i - Ne CO- n-1 R 3331. ,.,• wi'.I" .I. �... e+I.Na n In•Ofm: (NHNW -]3.3. IM: R95.NK-M1 20-176 r LW1 In...U� 1H .. h:• 4n. r .11r.1Y w s r-is�r•-"--1- a PIYWIIf• N. G N au NOTES• V I ID IfA�' crOEZ P FI cvcTcy I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4" DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE A P A R F TH R N N W FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO N PR t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B. ED E 2 2 4'1NT H q ENCODE 3 O ANC 0 $. IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2) IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE IN ALLO Sl R N i TN T [ VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S MANUI'ACTUREA. M P T F • 1 F T STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF 11 11 + 1 THE R L I ITY T - TN TI PFA r � r .iHw BE ESPONS L (x ,ON ^Toe r R7PY T E ABOVf M CODE A5 _ ENESTRATION TF$irNG R P ttl TA.'-' 1 9 HE C ORAL. 0 SH HE SOU ONLY B OF U R RE T7 A EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K OR WOOD FRUE BUILDINGS 2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF :NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS OM IH H' TR 1R FR E N51Uf b S UtTI E. , 1 r Wb1 THE 1 Ir ON AC BII LDMC ) PRkITNi HAND N TRU R RN M SIGN. G JI K AN TRACILE. Au AA tNU F U' H ENCTN / 0 STl1. SHUrtER UL ,l 3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0 4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN it NIA i P F tl INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO 5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI: INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'. (6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF 7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y. B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED. 50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4 I9 IF SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC ,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL 9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw A ( IO_.C615iD6N::_ ) P9LLBLD"F`�� (•) THIS PE.O SHALL BfAR tHE DATE 4ND ORpNNA SEAL AnU SIGNATURE OF THE Pga{'[5S10NAL tNGINEU OP RD T p - 4 N IT 1 RCLO THAN FNtL PORED rt I • lA1xC0 ANCHORS AS MANUFACTURED BY W INDEX INC. MIN YC• 19T BL 3 wI ( P ) - 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN - 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING. (r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE. A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE FEMALE t0 6 PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40 MIY FINISH MATERUEL SHALL BE PERMITTED 1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114, IN10 ANCHORS. a• - A TI( A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5� FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL a{ �:''•\(CENS, --. �y'',, Bf A5 MENTNED M A.1) AND IN A.2). - No. 44167 g (B) TD..EXD.TLtiG.CANGREI.E_jIU&!�_B!6lL ' * : * i Yr ' -- 1/4. 6 TAPCON ANCHORS AS MANUFACIURED BY tl* BULGE%, INc F-LORIDA BUILDING CODE (HI h Velocity Hurricone Zone) 4' i .00m iiM H[ - 1 P X -M MANUf INC 1'mr 1 B CALK ARMORS, AS 4FLOSS A CH RS, A iS(M , Fn P ) •• F O. ' 20 GAGE GALVANIZ T R - RODUC PANELAATE TFAIM,E IO AND PAN0.IMTC P115 ANCNONS, AS MANU7ACTURED BY ELCG CONSTIRLICTION A+ ( igP �4C, ED STEEL S O Y PANEL `/`S In PRooucTs (rmr2o71 o...n � / NAt i --- J _ �_ -- �• A -/ J�,.�6/y N�ID{1u�.y% i LL c GLOBAL PROTECTION PRODUCTS. LLC. m - [,- �1)-ONI)�Y"1�'-C'RMIMT LAW. EL lul. HIn w. _Sol WIRY _ n M,M PHINR. (me.)•ee-]I•% rM (eNNK-MT 20-175 .... , (UN, OI.'a A : Am M-1N1 - ".-- -'m; 91MIIHG NP �' CMa LU,,e .Y .r Mw ,w RA r Tyler _ PL 9FAL✓WMMTMI4/dT[ 69LT[ll A TLLA 8, r.t nA +_ u � - - OIM :I a 2F MAY 1 7 �NSTA�LATIQN DETAILS FQ -DIES 2.QQQ. AND 10Q9 E--Z HANG�TQRMI PANEL �L' INTO ,POU_-_RED-CONCRETE O�QN,CR TE BI OCK Virtual F�¢V1ew Nw nP»nWr Flans Revie ss 1,MKNiRR M.:.o.s y--4A-� _.. �°` w mplet INL uw•,Rowm ml �� 4 t«. t�ICW+c NrAo® __,t� r..H (u "LEE AMOrRe (m x 42 r I CO t YpMY �t�XE1 z 16r .._._ \ T N_� a•,MT, a0 W v4[t M, '• ` NN R3 4HW a �.IOTI ' L d i��y']..r.A. s -` :1.. a. Y MPL~ - Ihd�gnne Kla r ((�.EE[� I E},( I,..1 EYx -LE4 KT4A I . \ 't - IIOR enwi W b �1-.JRt/•' I __ //�"M PO Pr d 1, MPR I'MUND '•\ ._ ....- N I IM/E�e•+Aw IW1 4 7 �, ) -' y R L - I ._ .. _. _- I j IR: �' . (L�NrL;,X.`�" Y ' � ` 5 ` ; 1 IRyy ' I RR 1 i � I i _ .�`J 1 I 4 ' _1 I I IL, ONI M�EL175 I 'F.. am ASow is i -T"'� ^-- -_Y- } FR" 1 rAI su0.oAF I 1/1••- 11, I •N.IP,IeM1EE•XIN ••-20.3/•' f �I I�IENA I I V_2a.]/.• I y� �,,�y�y I I. T,I L. m SWAP 23 i w] 1 /NACU R H+ / I / 1 I'.- /' ON MH. 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AN12.1iIBE.C.L MOUNTING INST. R9•n 1 i I ---EA w I3WW ) °B a Ir oc WALL MOUNTING IN5T. SECTION 2' SECTION 1 - 0 sL ut 3/e-+ R TO_CEILIN¢ MOUNTING INST. HULLO -OUT MOUNTING INV, IiCNt 3/(ey-,' B •- SECTION 3- SECTIQN 4 321Ef.�1�� -91" •+GTE v,e..,• 'GALE t16-1' 9PLUnCATWNx RTQRU m LOIN � in, er MN e ) 'o AA �i,L .3 -1111,IH111111,I, } - 14) y e "® .; IS POIN ato ox°1"N"' ;iP`" a��1P��,RGENS'-..,- J yI/ ii 11"NMTPW - ON - x1 B -5.Mf5 ,r 6 H,A,LY rd COIMeM[gN fX 8{cI10Y4 : ' NO.44167 "S- LI -- oP A N 0Y Nm Nemas AN m = - FLORIDA BUILDING CODE HI h Velocity Not cone Zone) © COYUNCJ n ANY WAY TI SNr AV, fm0 rn1Ct0. I1G rP PTKUICN - ?'�}, STATE OF a 20 GAGE GAIVANIZCO STEEL STORK PANEL uM+N m DETAIL 1 { O • F : �4c , _ "-- -'- _' sFME: +/2• Y 1• y" . • td 1 L E C O _r A GLOBAL PROTECTION PRODUCTS. LLC. oT/TA/Nao L� wn ,. •,y Elp%1 / iNt , .eCA s.r. m z1R¢' •1F/��.10 Ik Joi S11WW k [�IaWILCbMO COMP.1 dW, IL 2231. .W } M HA..,WM.rAmY YM1M R1011L• (L6•)Ye-7MN. SAX (•3.1NW-0)i] 20-T76 .v. t-.H-1M. 1., � Is11 Y, • DR4.•rlr1 Ira PC aAL/•Aa,HAruR[/w1C y tA-000e],• __. rML2 A ts.... P. _ eWn 2. or „ st, inc. FBC 7ph )xz300 N r- U) m (D �-, U S_ Q o n22 m U .- E/) 2 !✓ � C6 - -0 U �_ /'F� O IL O 1. W 0 Q !✓ _ O U_ M O p W , ��� ^� l_C A AJ - r�I-- i.. - f _Q . E- V J E Z Z W J C �� L. W i /�� N� J O ♦-) O I..L U /� 0 v / L co Q Z Z Q -I IZ SHEET NO. SH 1.2 s"'W1 A -11ti/", , a�_ •'' �)CENS�L •.,9 No.44167 -> p 4 �F E �r "a 11 11 , P.E. st L o 411F,,%/LV.TE--- FLORIDA BUILDING CODE HI h Velocity Hurricane Zon .=a nOmv, ..: 1 20 GAGE GALVANIZED STEEL STORM PANEL f ° --, e1 oT M/2em GLOBAL PROTECTI N PRODUC 0 TS LLC. 1eOA IL 31 HMlil i - Ne CO- n-1 R 3331. ,.,• wi'.I" .I. �... e+I.Na n In•Ofm: (NHNW -]3.3. IM: R95.NK-M1 20-176 r LW1 In...U� 1H .. h:• 4n. r .11r.1Y w s r-is�r•-"--1- a PIYWIIf• N. G N au NOTES• V I ID IfA�' crOEZ P FI cvcTcy I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4" DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE A P A R F TH R N N W FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO N PR t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B. ED E 2 2 4'1NT H q ENCODE 3 O ANC 0 $. IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2) IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE IN ALLO Sl R N i TN T [ VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S MANUI'ACTUREA. M P T F • 1 F T STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF 11 11 + 1 THE R L I ITY T - TN TI PFA r � r .iHw BE ESPONS L (x ,ON ^Toe r R7PY T E ABOVf M CODE A5 _ ENESTRATION TF$irNG R P ttl TA.'-' 1 9 HE C ORAL. 0 SH HE SOU ONLY B OF U R RE T7 A EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K OR WOOD FRUE BUILDINGS 2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF :NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS OM IH H' TR 1R FR E N51Uf b S UtTI E. , 1 r Wb1 THE 1 Ir ON AC BII LDMC ) PRkITNi HAND N TRU R RN M SIGN. G JI K AN TRACILE. Au AA tNU F U' H ENCTN / 0 STl1. SHUrtER UL ,l 3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0 4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN it NIA i P F tl INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO 5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI: INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'. (6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF 7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y. B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED. 50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4 I9 IF SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC ,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL 9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw A ( IO_.C615iD6N::_ ) P9LLBLD"F`�� (•) THIS PE.O SHALL BfAR tHE DATE 4ND ORpNNA SEAL AnU SIGNATURE OF THE Pga{'[5S10NAL tNGINEU OP RD T p - 4 N IT 1 RCLO THAN FNtL PORED rt I • lA1xC0 ANCHORS AS MANUFACTURED BY W INDEX INC. MIN YC• 19T BL 3 wI ( P ) - 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN - 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING. (r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE. A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE FEMALE t0 6 PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40 MIY FINISH MATERUEL SHALL BE PERMITTED 1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114, IN10 ANCHORS. a• - A TI( A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5� FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL a{ �:''•\(CENS, --. �y'',, Bf A5 MENTNED M A.1) AND IN A.2). - No. 44167 g (B) TD..EXD.TLtiG.CANGREI.E_jIU&!�_B!6lL ' * : * i Yr ' -- 1/4. 6 TAPCON ANCHORS AS MANUFACIURED BY tl* BULGE%, INc F-LORIDA BUILDING CODE (HI h Velocity Hurricone Zone) 4' i .00m iiM H[ - 1 P X -M MANUf INC 1'mr 1 B CALK ARMORS, AS 4FLOSS A CH RS, A iS(M , Fn P ) •• F O. ' 20 GAGE GALVANIZ T R - RODUC PANELAATE TFAIM,E IO AND PAN0.IMTC P115 ANCNONS, AS MANU7ACTURED BY ELCG CONSTIRLICTION A+ ( igP �4C, ED STEEL S O Y PANEL `/`S In PRooucTs (rmr2o71 o...n � / NAt i --- J _ �_ -- �• A -/ J�,.�6/y N�ID{1u�.y% i LL c GLOBAL PROTECTION PRODUCTS. LLC. m - [,- �1)-ONI)�Y"1�'-C'RMIMT LAW. EL lul. HIn w. _Sol WIRY _ n M,M PHINR. (me.)•ee-]I•% rM (eNNK-MT 20-175 .... , (UN, OI.'a A : Am M-1N1 - ".-- -'m; 91MIIHG NP �' CMa LU,,e .Y .r Mw ,w RA r Tyler _ PL 9FAL✓WMMTMI4/dT[ 69LT[ll A TLLA 8, r.t nA +_ u � - - OIM :I a 2F MAY 1 7 �NSTA�LATIQN DETAILS FQ -DIES 2.QQQ. AND 10Q9 E--Z HANG�TQRMI PANEL �L' INTO ,POU_-_RED-CONCRETE O�QN,CR TE BI OCK Virtual F�¢V1ew Nw nP»nWr Flans Revie ss 1,MKNiRR M.:.o.s y--4A-� _.. �°` w mplet INL uw•,Rowm ml �� 4 t«. t�ICW+c NrAo® __,t� r..H (u "LEE AMOrRe (m x 42 r I CO t YpMY �t�XE1 z 16r .._._ \ T N_� a•,MT, a0 W v4[t M, '• ` NN R3 4HW a �.IOTI ' L d i��y']..r.A. s -` :1.. a. Y MPL~ - Ihd�gnne Kla r ((�.EE[� I E},( I,..1 EYx -LE4 KT4A I . \ 't - IIOR enwi W b �1-.JRt/•' I __ //�"M PO Pr d 1, MPR I'MUND '•\ ._ ....- N I IM/E�e•+Aw IW1 4 7 �, ) -' y R L - I ._ .. _. _- I j IR: �' . (L�NrL;,X.`�" Y ' � ` 5 ` ; 1 IRyy ' I RR 1 i � I i _ .�`J 1 I 4 ' _1 I I IL, ONI M�EL175 I 'F.. am ASow is i -T"'� ^-- -_Y- } FR" 1 rAI su0.oAF I 1/1••- 11, I •N.IP,IeM1EE•XIN ••-20.3/•' f �I I�IENA I I V_2a.]/.• I y� �,,�y�y I I. T,I L. m SWAP 23 i w] 1 /NACU R H+ / I / 1 I'.- /' ON MH. TON y I O GAg I 7 em'2EhT/ ./ N 1 EO 4A6i� i /4 •ANIi • A I raR W 1�EPNt�MNRR , j/9TM2/a� i ro I M 'NOI.WMM N 1 Mh M I/, [VERY onRUR r I I COCALAP I To GLASS. I 111E I.R • 9 //' } { I 1 Cow OYDKN 1 ' [x I I � i I .1.-._ a y1 p Y If I I i 1 I i I _ L_ r._ �- _.__ 1 �� _"� _' I I' Lg( C�AAIImpA,3/m/ a N , I � 11 'r I I F! I I Iwr . I a ewm ) gg , I 3 tw. g q M ), I J, 1 ' i I I Y 1 1 e3 M ' , Lp' C Te I i I t• R• I(P r -) I - 1 11 - I I 7I 1 ,SLOLO aN / 1 S• nr--/ I ) , 1 T I- I '(,7 °y nnx R4 Mo�Eu S i. °num",Li I - C•IW T1OIIla9 I ., V-� . TIf / I - ... I .`, -1 I 1 .., a1AKr T, ae L -_ - 1 ,,.••, 1M14A Sn'4PHA I \ ... K R/4 Hl/34- rNv ,! ) 3 •/7/a•w 3x• I /R2RY•' MR _ H , m l--1CT•-+•+--lV--• ,,, � Oa t Hr-M.)/1` REeIIWP p N2M 1• M,- WN91M M '' "Nu,7M 1%.'F31 .' EO Co G , - I--__J_.. wMCRt�E-' H. r "a , sa 3aEE /' Ii I/rN-R1.3. •/r..2.W. t ONO- IEtt •- - K.. /I y�, a" O" SHba� �., Ny1 / "_ Tn� 9 ((Yt Y* So, - aPeoute m :WANK WW Oe NN ON 9cu wn) rJ /t'W oN um n, /� ( WALL. AN12.1iIBE.C.L MOUNTING INST. R9•n 1 i I ---EA w I3WW ) °B a Ir oc WALL MOUNTING IN5T. SECTION 2' SECTION 1 - 0 sL ut 3/e-+ R TO_CEILIN¢ MOUNTING INST. HULLO -OUT MOUNTING INV, IiCNt 3/(ey-,' B •- SECTION 3- SECTIQN 4 321Ef.�1�� -91" •+GTE v,e..,• 'GALE t16-1' 9PLUnCATWNx RTQRU m LOIN � in, er MN e ) 'o AA �i,L .3 -1111,IH111111,I, } - 14) y e "® .; IS POIN ato ox°1"N"' ;iP`" a��1P��,RGENS'-..,- J yI/ ii 11"NMTPW - ON - x1 B -5.Mf5 ,r 6 H,A,LY rd COIMeM[gN fX 8{cI10Y4 : ' NO.44167 "S- LI -- oP A N 0Y Nm Nemas AN m = - FLORIDA BUILDING CODE HI h Velocity Not cone Zone) © COYUNCJ n ANY WAY TI SNr AV, fm0 rn1Ct0. I1G rP PTKUICN - ?'�}, STATE OF a 20 GAGE GAIVANIZCO STEEL STORK PANEL uM+N m DETAIL 1 { O • F : �4c , _ "-- -'- _' sFME: +/2• Y 1• y" . • td 1 L E C O _r A GLOBAL PROTECTION PRODUCTS. LLC. oT/TA/Nao L� wn ,. •,y Elp%1 / iNt , .eCA s.r. m z1R¢' •1F/��.10 Ik Joi S11WW k [�IaWILCbMO COMP.1 dW, IL 2231. .W } M HA..,WM.rAmY YM1M R1011L• (L6•)Ye-7MN. SAX (•3.1NW-0)i] 20-T76 .v. t-.H-1M. 1., � Is11 Y, • DR4.•rlr1 Ira PC aAL/•Aa,HAruR[/w1C y tA-000e],• __. rML2 A ts.... P. _ eWn 2. or „ st, inc. FBC 7ph )xz300 N r- U) m (D �-, U S_ Q o n22 m U .- E/) 2 !✓ � C6 - -0 U �_ /'F� O IL O 1. W 0 Q !✓ _ O U_ M O p W , ��� ^� l_C A AJ - r�I-- i.. - f _Q . E- V J E Z Z W J C �� L. W i /�� N� J O ♦-) O I..L U /� 0 v / L co Q Z Z Q -I IZ SHEET NO. SH 1.2 MAY 1 7 �NSTA�LATIQN DETAILS FQ -DIES 2.QQQ. AND 10Q9 E--Z HANG�TQRMI PANEL �L' INTO ,POU_-_RED-CONCRETE O�QN,CR TE BI OCK Virtual F�¢V1ew Nw nP»nWr Flans Revie ss 1,MKNiRR M.:.o.s y--4A-� _.. �°` w mplet INL uw•,Rowm ml �� 4 t«. t�ICW+c NrAo® __,t� r..H (u "LEE AMOrRe (m x 42 r I CO t YpMY �t�XE1 z 16r .._._ \ T N_� a•,MT, a0 W v4[t M, '• ` NN R3 4HW a �.IOTI ' L d i��y']..r.A. s -` :1.. a. Y MPL~ - Ihd�gnne Kla r ((�.EE[� I E},( I,..1 EYx -LE4 KT4A I . \ 't - IIOR enwi W b �1-.JRt/•' I __ //�"M PO Pr d 1, MPR I'MUND '•\ ._ ....- N I IM/E�e•+Aw IW1 4 7 �, ) -' y R L - I ._ .. _. _- I j IR: �' . (L�NrL;,X.`�" Y ' � ` 5 ` ; 1 IRyy ' I RR 1 i � I i _ .�`J 1 I 4 ' _1 I I IL, ONI M�EL175 I 'F.. am ASow is i -T"'� ^-- -_Y- } FR" 1 rAI su0.oAF I 1/1••- 11, I •N.IP,IeM1EE•XIN ••-20.3/•' f �I I�IENA I I V_2a.]/.• I y� �,,�y�y I I. T,I L. m SWAP 23 i w] 1 /NACU R H+ / I / 1 I'.- /' ON MH. TON y I O GAg I 7 em'2EhT/ ./ N 1 EO 4A6i� i /4 •ANIi • A I raR W 1�EPNt�MNRR , j/9TM2/a� i ro I M 'NOI.WMM N 1 Mh M I/, [VERY onRUR r I I COCALAP I To GLASS. I 111E I.R • 9 //' } { I 1 Cow OYDKN 1 ' [x I I � i I .1.-._ a y1 p Y If I I i 1 I i I _ L_ r._ �- _.__ 1 �� _"� _' I I' Lg( C�AAIImpA,3/m/ a N , I � 11 'r I I F! I I Iwr . I a ewm ) gg , I 3 tw. g q M ), I J, 1 ' i I I Y 1 1 e3 M ' , Lp' C Te I i I t• R• I(P r -) I - 1 11 - I I 7I 1 ,SLOLO aN / 1 S• nr--/ I ) , 1 T I- I '(,7 °y nnx R4 Mo�Eu S i. °num",Li I - C•IW T1OIIla9 I ., V-� . TIf / I - ... I .`, -1 I 1 .., a1AKr T, ae L -_ - 1 ,,.••, 1M14A Sn'4PHA I \ ... K R/4 Hl/34- rNv ,! ) 3 •/7/a•w 3x• I /R2RY•' MR _ H , m l--1CT•-+•+--lV--• ,,, � Oa t Hr-M.)/1` REeIIWP p N2M 1• M,- WN91M M '' "Nu,7M 1%.'F31 .' EO Co G , - I--__J_.. wMCRt�E-' H. r "a , sa 3aEE /' Ii I/rN-R1.3. •/r..2.W. t ONO- IEtt •- - K.. /I y�, a" O" SHba� �., Ny1 / "_ Tn� 9 ((Yt Y* So, - aPeoute m :WANK WW Oe NN ON 9cu wn) rJ /t'W oN um n, /� ( WALL. AN12.1iIBE.C.L MOUNTING INST. R9•n 1 i I ---EA w I3WW ) °B a Ir oc WALL MOUNTING IN5T. SECTION 2' SECTION 1 - 0 sL ut 3/e-+ R TO_CEILIN¢ MOUNTING INST. HULLO -OUT MOUNTING INV, IiCNt 3/(ey-,' B •- SECTION 3- SECTIQN 4 321Ef.�1�� -91" •+GTE v,e..,• 'GALE t16-1' 9PLUnCATWNx RTQRU m LOIN � in, er MN e ) 'o AA �i,L .3 -1111,IH111111,I, } - 14) y e "® .; IS POIN ato ox°1"N"' ;iP`" a��1P��,RGENS'-..,- J yI/ ii 11"NMTPW - ON - x1 B -5.Mf5 ,r 6 H,A,LY rd COIMeM[gN fX 8{cI10Y4 : ' NO.44167 "S- LI -- oP A N 0Y Nm Nemas AN m = - FLORIDA BUILDING CODE HI h Velocity Not cone Zone) © COYUNCJ n ANY WAY TI SNr AV, fm0 rn1Ct0. I1G rP PTKUICN - ?'�}, STATE OF a 20 GAGE GAIVANIZCO STEEL STORK PANEL uM+N m DETAIL 1 { O • F : �4c , _ "-- -'- _' sFME: +/2• Y 1• y" . • td 1 L E C O _r A GLOBAL PROTECTION PRODUCTS. LLC. oT/TA/Nao L� wn ,. •,y Elp%1 / iNt , .eCA s.r. m z1R¢' •1F/��.10 Ik Joi S11WW k [�IaWILCbMO COMP.1 dW, IL 2231. .W } M HA..,WM.rAmY YM1M R1011L• (L6•)Ye-7MN. SAX (•3.1NW-0)i] 20-T76 .v. t-.H-1M. 1., � Is11 Y, • DR4.•rlr1 Ira PC aAL/•Aa,HAruR[/w1C y tA-000e],• __. rML2 A ts.... P. _ eWn 2. or „ st, inc. FBC 7ph )xz300 N r- U) m (D �-, U S_ Q o n22 m U .- E/) 2 !✓ � C6 - -0 U �_ /'F� O IL O 1. W 0 Q !✓ _ O U_ M O p W , ��� ^� l_C A AJ - r�I-- i.. - f _Q . E- V J E Z Z W J C �� L. W i /�� N� J O ♦-) O I..L U /� 0 v / L co Q Z Z Q -I IZ SHEET NO. SH 1.2 st, inc. FBC 7ph )xz300 N r- U) m (D �-, U S_ Q o n22 m U .- E/) 2 !✓ � C6 - -0 U �_ /'F� O IL O 1. W 0 Q !✓ _ O U_ M O p W , ��� ^� l_C A AJ - r�I-- i.. - f _Q . E- V J E Z Z W J C �� L. W i /�� N� J O ♦-) O I..L U /� 0 v / L co Q Z Z Q -I IZ SHEET NO. SH 1.2 E Z Z W J C �� L. W i /�� N� J O ♦-) O I..L U /� 0 v / L co Q Z Z Q -I IZ SHEET NO. SH 1.2 SHEET NO. SH 1.2 IMJ19AUM A I U.I. Cr IM TOM pryer N MPLKAME TO .ee.0. -73,3 70* OR LESS 2 9/1r Balm . 1•. 22'. Y. 1',- 21F k 3'w .66.0. -73.3 w' OR LESS __ 2 7/0' BOLTED • A' k .lY " MABU®/FIHOM BOnOY O/SI�I WS. a WINpA)T Ar DOMW k 40R OF PANELEENQTN .I L, , U 4FT' ', L• ,� ,.1 • ..,WI ..•M;, 7I 7f.L NMI :. 4 4 i•. ill•. 1..:` lA As-0 PRESSURE, RATNO r.1 MOJK M AMMM SPACING FOR E 0 . 3 1/2• - APPLICABLE TO ANT' E'6116rN/rL or TIIQI E� PANEL TAPOoNS . CYN-m PONOMATF nMMX 0 PAKBI4x PLUS ro Iommm To coNom E TO OONCRttOGNWEIE ro COHORFR 12' N/A 12' N/A 12' N/A 12' N/A I• A 2• (TOP) 1 1' 3 •4 f0' 3' S' ." 9• .' 1 BOTTOM 12' 3' t2• 3- 9• 6' 1' 6' ( GATT 1 .. 9 AL - 75.3 N/A N/A -rN/A N/A N/A N/A 12 1/2' _ 11' I 2' (wrtoM) 70. ON LESS T N/A 6 1/2" N/A A 112• N/A 4 1/2- NIA 3' (TOP) 12' N/A 12• N/A 9 1/2- N/A 9 1/2- N/A 3' (BOTTOM) 12• N/A 12' N/A 12• N/A 412' 12' N/A 4' (TOP) 12' 6' 12' 9 1/2' 12' T1' 11' 4' (BOTTOM) ♦ UNRIM 10 WO pP.f. AS,0. DESIGN PRESSURE RATING, A DEL SHEET 30 FOR ANCHORS n'PE k SPACOK FOR MW#AATOPIS 000 MOOD TRAIL MOM MINIMUM ANCHOR SPACINGS AND UNIMAK EDGE d}TANCE ARE •IDICAtED ON THIS S6[WAL MR Eu LEIS TWO RAICATED 0 SCHEDULE REDUCE ANq"eP SPACWC 60 MWT6"LWM6 1JPACIN DOW ON SQHmLAL 6r THE V*LL*04 FACTORS. FOR "IS OPEPATtl+P TOE[ FACTOR PODROU,F, MIn190 IN INSD RD FDA LAC" AD NOT E liS THAN IINYIM S9AfiC INou POR FAIN im AMt2.OR TYPE Y ANICI,OIE t[ETe I/41 t/PP 1/41 fmammm "PIE -_//41 _ III*! - TAIOIN I,YIIIIILR O,.II,1 r Mglwl 0,00 00 ] L 3 3 ,n -• Y4tWOMms oft w. OA) 7 3 3 3 RIM AIN.1 QvMNM mMA,W 3 } ;/)..._ 3. - 4._- AM& CA P2019R 1 'Ir '' _ _ -.,_-.-.. - 3 I/r -- _ _ _. _ -- ' - W - _-i r INw 6.11-- + R[OLARES M.. DISTANCE KrWEEN BOTTOM OF PANT,NIO 0 TO K 1/2' i m, MW. 1 kj ++ REDLANDS Mes. DISTANCE BETWEEN 90TOM OF PANEL AND 0 TO BE- 311r ,J3/1r 1 Ma. FLORIDA COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1•) - _.-. . - .__.__ - ....15.12V (TOTAL WOO) . -,_ -. _.-. .. _ _ t+er - . ...__- 123W (LFFEC'MA WIDTH) L� - . I/41;r 4' _- ' _.--'__.. ._ ... ......_-._ I i i6o' 193• I .., .7D0• _ 9s st110 1%rID cL .. 0 1/4• (TAP.) --' I- .374:.- 'to ANaE * 6 GG V 129 �. on • 12 J00' .jI, boo'.. 7. - 1.3p0• ,- Ia50•..- 1.3. - FI.� 1.230• 1 E wvum ) _._ .260"r' ) r /g\) • .068' ]�� e, G.024• WK 7040% /Rl. � ILI 1 y'3.3)5• 1.671•. ,._�! ,. �/ (1)E L �'Einl t�x, i�;+ TAP. 1 7. .014' - OLD A66] O00 1.016• F - =1 ...OB4• 1.500 1 1S (� J Of1AA A ©STORY PANEL E�--'. ... - - ---- ----- ---.1---- 1---.L. __- .n5• "-'I7TP.> (^*.) _ i.390• PANELS SHALL E 6RTALIED ALWAYS - 2.387• ...,- From LED 10 Low w/ I/a• LEG 2O "H' HEADER O3 'F' TRACK Q4 eNl6`LE WITH STUD m Ow AT LEFT IDE Of PEARL NMI S CLAD LIP � ! - ]I . . GALVANGED STEEL 1V PkTIRRm EDCC / ,� /�]��----,, - r , - rH•6 J i ,. `. I �. E_.-.may 1 j7°° 1.1- 0.375' r O.a60'r l ,� - 2.250• -, 1 LROIIETBIC VIEW DETAIL A 113! T L . .r-- :(Iwo �.� PFIEL \ � OR `I 957 f ROUNDED CORNER a ENDS OF PANEL'S r mm, m' I----.2.376• . -. D10 LIP w( TENTED EDGE. t .easy 175• (N.T.S) 31. rfP. BOTTOM DITA2I 1 t, 2.e00• I . .001 • 06r I QS KEY HOLE WASHER EON OF PANEL 1.750' M05-4184 ALUM. ALLOY © KEY MOLE AT PANEL - n0'- 0/2, (TAP.)-jj- ((_M0• 1.1 24' i.750* F " n$E SHEET a FDA VE LENCI -� 750' - .11 3. F SEEM. 6 / I'. ( OLY%#LIMITATIONS .091' _ _ lzs• E, al►r T6En mll RB7µuTtw6 r71o INSTALLATION M 1 Ilm SIRUCTLFES 1.2I (. SIS' O �r 1 (T'+P ) A ,wY . 1 -. _) 7.000' _. I.000• 3'. 1 ,2T-, z ma -- _.. _. 1- 117150, 6• I (TIN.), ) .0 - I o1o'r .2ml L+ O REV. -He HEADER O "U' HEADER ' 17w• 1 - I- MIN. To 5. W1 --- - taco - _.- U. I I" MAX. ® SLEEVE O !L- © 11 ,J' TRACK 1© PANEL ` s.000' __,-- 606-,-f6 ppuPP 374 Ss4 - ��� A. T"" 1 (I 1 /4" WIDE) ..._� I___ I.. .. (USE ONLY FOR E-Z HANG STORM PANEL 'vCENfE( 1 / �. 1 _ ,a2. ,% SYSTEM) OM-78 ALUM. ALLOY -it,' .Q61• ' --t, 47f1' 1.275 WN.-I,- A 1.6I L 1--0I--' - • ' 0 0 ? No. 44167 FLORIDA BUILDING CODE Non HI h V616Ct HUrrkone Zone) 2000' 1 - ; 1.1ri' 010 .,,.--.--.--MM4MMI�NN. a Rn MN. e ® 14. V-�_ ( PSW6 nII00. MC. rJ. . ___. t E .. STATE OF 24 GAGE GALVANIZED STEEL STORY PANEL. I _t (.- 1.701. L oaf T]3• 1 '- 2.000- -" ) _.1. _.__. % --- -Sm SECTIONS -... _ _. _ �, *:, '.• F 1)II 6t/V/SM UWNIL EC O IBLe. PROTECTION PRODUCTS. U.C. FAIL: - e 701' N • 41m S.W. 61 wow OWL R 11114 _.��� y yh ..,r RMIII .. d •,�' W'e,'M-,Y .�"M°.w`"'r(m•)M-Y6.6. ;AFT, (AI•).6•-6»7 20-175 r • � PIo tr. 1© BUILD -OUT 'F" O BUILD -OUT F TRACK 13 & � WASNERED WINGNUT w 010eAw .N a IN,6 TRACK ANGLE (UMAC 3 ALLOY) r,r EA,namArwuTwn WrL1G A a_ Pi RA " I I f11T 7 M /5 I I INSTALLATION INTO eOURED DETAILS CONCRETE FOR REGULAR PANEL QR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ...( CONCRETE ANCHORS (SEE SWFDIAE ON - EX75TIN POURED coHCRE)E C�SICNEDLAE ON 5/lmis 9 iWRO1gM 10) OltSTONG RETIRED CONCRETE OR CONCRETE •LOON SEETS 9 TNMWk 10), onCONCRETE BLOCK RFAt1BLED. r - RLOUIKO. .iD.� "",' / IOGTjONTE LEG �.f!1"' CONCRETE ANCHORS a<p.. t - (S RLOUWm it •' lr QTS 9TIIR011fM i i I C r %rr//n s/ s /.. Ir/; - Y ,., '"(/l• i ( IOU -�.., J `L ) u -.- Eo - • _...AIM M0Q /D, 6L5101 011 I I- „.... rti , N , / f 1/4• .fAIrS ..l - r. 11/4• ,/4"-O,I• ss ME W/ IRA -11/4' r,, + 2 _. _TN•i. __I CONCRETE HOR , • F •n•O.0 S ` __1._._ -_ ---_ I 10- n ' I 1 1 SKITS 9 THROUGH IO) I py-Ep+ S ) GD roj E A 1 I� 1" Ma %!; r% I PANEL LENCM G.l i CLASS E I //, t�:J Lb l,G�f• 1 �- I ���777 / ✓. '•r. 4, 1,-, 1 (SEE SCIKORA[ 1 ON SHEET J I 1 1 , yV r II .� i 1 : ; mlnARA L r�' } p6 M R SEPARATION 1 I ,�J11 II,,rh - R' n'r 1��+y3',< , ,. l I TO GLASS. 1 V +/+9-FO.,' ON SHEETS (� IE.. 6112WII •L. Mor . TO CLASS 1 60.»,w (SET 204EDULL ON -. ; SHEET 3) 1 13I3! Fi» r 9 1 10 i 1 .. _-711 9L 0� SMCER _. 1 ( 1 _ S,40 3) _ ' ' _ (it P61 .wO - AY i' Mea. I -. -...� �..: ),r A 6E[ M NFeI •. LOOM alA r4n 1 I ^ LI•M aml r.h PANE. LO CTN W.ON S/I[ET S) (OWN SEE JJ, .._ RIG-1 1 SEPARATION I E56DN4_I I - .. - ii�� 3) SCA t _ 1 � ON SHEET 3) v :.:._1 _ _- ' 1 MAX• N ,,. 1 S.1" CA 1• IOW. 1 ._i41 I 4 / 1 I �� 1 .EG ' 1 I � O 'A QG LD ;:J C I-' I SPACER 1 a .L. 'SPACER i 1 MAX 1 I 1 I/r S I _. 1 L I� • 1/r of -'---- CONCRETE ANCHORS „ /. POURED "­ ~ w \vt (SEE SCMEDULL ON ,-r� CONCRETE ANCHORS (SEE SCHEDULE O1 /-� _ 1 ..... 1 _. 1 �'' COSTING T. �,, REOUWEI) • .[.: v ; k' or WALL DP SUB sorm 9 THROUGH 10) - , 9RETS 9 THROUGH to) ;..I q) 2 I/O' LONG MAIL ALUMINUM \./ 51WCE714 e 6 l//Y O.C. VALID FOR .- 7/+ ANT. CONDITION) �'.: EXIST0 POURED CONCRETE ,, /I ALL DESIGN IDA01 AND PANEL _'� __9F CDU6tENONCOREIF BLOCX ►DATECONCRETE.. lENG1tL5 Put SPYiT J. CONCRETE ANCHORS__ (BEETS YA\^.� I'll/ :,'�'-• OR COG CI BLOCKNCRETE 1• Wx, LONG ALUMINUM SPACERS e RE13WRm `� 9 iNRixJCHSEEOU 10) - .ED- - t2 t/Y O.C. (SEE TABLE P7 ON SHEETS 9 k 10.) c ����y�����. CE161NG�MOitt MOUNTING 3/B-1 e11' BUIMOLNTINGSCALE SCALE 3/8-1 SCAU 3/6-l' A. iI "'�T' ��. ��'VrEN4;''•.9 FLORIDA BUILDING CODE Non High VelocityHurricon• Zone). E .44167 � i 4C FP. .6GIo nL'TO0' 24 GAGE fiAlVNN2Eo STEEL STORY PANEL PMRN 6r -- _ ED. EDGE DISTANCE (SEE SCHEDULE ON NOTE .S IrIIEOR S M6i Of SECTION-— N`- TOP k BOTTOM MOUNTINGS CAN BE *L * I*r¢ a �E C . i •$.. STATE Oe � -- 'f• �,c' FORD*- •5/7 Rnrnwu I L E C O IEe. LOWL PROTECTw PRODUCTS. LLC. W,TL IMYIL rl W 14 SMEETS 9 k 10) COMBINED M ANY WAY TO SUIT ANY F' io • • • E a w. r. L4► 4NPPAL n rHl 20-175 ..,"., . ,wR m.. �-pIFF aI-w, - PM„1'-»K mL (E6 m.- INSTALLATION. IIIRIIIRet .r. w wlrr LwmwO W. wWlp�,I P,[ w t4ELI ! IF f1 INSTALLATION DETAILS FOR SERIES 2000 k I000 E-Z HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES I ,/4'. LAC SOAEW9 • S' 0.c. W/ `1 t 1/2' we THREADB, T "Pitt N •-'- i a'.4' wom ,/41 LAC SCREWS • 6. 0C. A'/ -to FwTr1K WOOD HVOER RFD,ARFO 1/.-A LAC Somm • 6' 0.c W/ T 1n' Mn 1NREAD(D PENETRATION RAT 0R OY fDCt + •/2• YI., TIEIILADED FFNE+ROPON T Er6TW PODD HEADER I' 4 C.n1. /14r 1' S.Y.S. , '1 (RKI410110`'a" s u m Or "i i 4 ,Mw3c ID 1•�7,7 ibM, j+441' 6 M.Y COn+ y II CA ENO m 0) r � - D , I 11 Ne 17 O.G. r f, ? I 1, , 41 LAC Somm • 6' O.C. w 4 PM,L /t4.,• R..S. , 4.- •' NN] t1 W,. 1 A • DF hi -- __ 1 /' / nIY 1/2 ow UFO t•wL•1RUIw u ENO Y. ' (STE DETAIL i/H ! I -1� Y,1. N/_7fC ]NISI' ..+) I (SEC MAIL' 1/2. 1 • 7i L, -mm,M -oft] >, I( 7•- ) ,N14b „uDT1 RE'OU.im I I -7- - 2 7/6' Mn i SERA .... -- Tn GLASS I - t/4'.-20.,I/4• g .J i EYEW OVONA r.. I I I . I E15 M 'r 3 eaMt 1 �I >) I _) I ) 141-M3/•- M.S. -I w/ 7/r". 32• W 4 `..) II NOT IA FELON) 1 , •Y•2G,] . P.S. W/ 7/---w32• :I canl Nina Nllt 11Y 0.0 O(7 2'r ' . '/,/2' Vh iNP6A0CD P(NffutKW CQi 1TAIx R oAIWO • MO•DiN C MAx A, OR ON EDGE ALTERNATIVE 4 V SCYE i/� .r- --I 3/= rOP RFAT • YOMDIM DF MM CD i CIO) 2 9/16. ft _ I elI --- 2 )/ �-'fy'A/TMNiSMUT 'AI 1 iy , 414NEWhR PTOW! M t r- �E MD7f IA eELON) ( i Tn• VIn n11EA01D EIKTIA7IM• 12 T/7' ,/41 LAD BCRrnf • 6.0r w TTfTOlOLgI •n .v. (2 H'rCREOUW(D, �E1NI T, +4-10 PANUW', ". W 7 6• Mn 161TR"a • ,> • rU`7 ON ENE I,, '. N (ort n MT D1 ON EDGE' "W �l�R� � y��l�j E 2"W SCALE 1/4'-+- ��R�tIVE I sEALE 1/4-.1' l I R�3 I, TMAL]ATIDIA ARE ONLY ODIC TOR IUAOINGS w1TH ASD DESIGN ,LADS „ , UP 70 .44.0 -76.3 Mt ANO PANEL'S LENOr4 LIP To $'-,10` jjjj_ $ -- 2 FOR NEW WOOD TRAM CCNS,RUCT*N WOW MEMBERS IT) BE SoUn'"', u1 PY.F NW. L W/ SPECK O7ISIIY O 4.55 0l1 EfiJ4 SINE sPliaY-A NO R(OVM[4/M5 F'OR (M OP BM 1�1a1� AT tW AS WELL A8 PAELM]FtQ� iMGKS 2m M & L COIKLiON ro oRf(]� wi 60RDY. BLSm ON IWO 2000 RAM PErALutgN rYP( W 77 WOpp A6Yq�NP AftlNYlm Note FOR FJ11111,IIIIYP. OF 4rr"rPw Tay ! m rioM'Mom Iw C,w a[ LGFBMtO IN ANY AEerliii TDP NL1•6! WADI] 6 CONDITION k M.ITIELI "I To SUIT Arc POTALU"Y ". =&I. ,/... ,. J/DTF : SwFnLP TR.r.6 NOT SHORAN too a.Mm AT -.TOP OR eor sm RRTH TBAGts-CE A"') * MAXIMUM PANEL LENGTH "L+' OR 'L-" (N.) 0 MAAX111" AS.O. CONCRETE A wow PRFS Des RA11NG WSIAl1ATIDN9 t Wf. . IN - (D ) ( ) 4 20-0 - - tao 7z'-o' n'-e _ _xO 1V-4, _/o.-A. I**- to* )0'--0- -:no 400 10'-f f e uo A-1 1-r - - --- - - Iao-_ s-r e e 60.E _ •-3 _ 7.7 WITWIT.. - -- a-o -...,. Y rao > a - - r o 1-,. _ Sao 7-a - •SD 7•-0 6•-Y Ao0 6_-A 0'-7• 93O f-'-A 6'-0' _ oD.0 a -3' _ a - n_ 109.0 6 7-1• - Ifa - s-r r SO - _ 9.-6- _­ i t#1 3'-a N I E O ac WITH TRACKS W-(41 11 BL 64 91 DIRECT MDENTm AT [ACM ENDe 1). M., 2 3 XIMUM PANEL LENGTH ©'®°rl(,y MA L+' OR 'L-' (ft.) 0 MARRRN A6.D. fN>L331BLE RA1M0 .W.I, 4 IN - (P ) ( ) CONCRETE IF wow WbTAUAT04 t ' - u Jr 20.0 no 17-10 IY-Y- 50Lo in0 1I.-,. /0'-TO• ro-7- 91-91 100 .. 6: -6. 9-2. -400 • t y tl0 _-r s _eD0 --- - Me 7-S_ 7-,. 6-11' 60O 7•-0' - 6--s• ei.0 -500 _ ?-e /-A• 6--3• /-J_ _ - WS 0 _FOOD r-7' e'-3 5'-70• s'-r ft o ft00 --r790 - ♦-10' rrv,t 1-e• MINIMUM SEPARATION TO GLASS SCHEDULE MAXNUAIH PANELL[Agr WIND SPTSPEED170 m.p.n WIND SPEED. 170 m.PN (In) UMREs7MAN/D RESRNNEO UNRESTRAINED RFSTRNNED 7 an LESS 1.__ 1' 6• B I/4• 313 TO 90 -,• 1•- 7 1/2- 7 1/2•._ SLID TO 145 t' 1' 7 1/2• 7 1/2• NINIMUY PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION TpP DIRECT 91. U' S111p5" r , Iwo -OUT TRICK BOTTOM wow RENDER HEADER AIIGI.0 TRICI OWES - DIRECT IIOUM 40' 32' 1 32' 1 36' 65' S0• 00" 4 I-SNI.5• STUD ANGLE 33' 32' 3Y SY 42. 31• 39- 6 r TRACK �._.._. '. -' - 3Y 1. 4-2• '._` B0• b• 1 - -- SO• 32' - 32• ]e' f 90' Sa• 5a- 2/4 -3, MAN AMCNOES (SR SCHWULE ON 1 MAN. { - ' -_ SHEETS 9, 10 kt,) -. 6 0 rT-,1. I..F 1_..,-7-----I- -T- 7-r-I--. 1/4, 3/4. 4/5, 5/5 k 6/5 i W/6, 2IN/6, 3W/7 t 4W/7 IS: MAX _ __ _ .. J* ---- -71 mm 1 T- -i - T -I- -t I ,r.. ..__._I._-1 I i i i I'.[-1 .► �!, UI I. L 11_ !:.1_i_! !I W I __�Lj i . T." I i , j- � g I1 _-11-4 I) I il i r P� S t `-R � BOLTED PANELS W/ 1 4•-20K1, IUPlBOL1Ep Ci { ! _II(SEE SECTIONS AS 1 � I j I I I I S.S. M.SBOLTW/•fw77VENtAP 1 IAPPLICABLE) (: ,. I I I (SEE SECTIONS AS 1 I II : I I I I1. I -1 I i I C I I 3 W 1 I I I _ -- - - "a y ( -,- - 1I 11 - - ...__ A .1 'i ® Of ® I• YMAI a ,-.. .. _. ._ 3' MAR 2/4 i/4, 3/4. 4/5, 5/5 k 6/S 1" "' 1W/O, 2W/6, 3W/7 k 4W/7 - --A1W>$ORS (SEE SCHEDULE ON SHEETS 9, 10 &IT) - REGULARPANi•LP, n ELE AiL TION ,/4+ 4a.. GAP IA9T _......-A DAR OFTVV. t- *w WW1M 'I J:111 MAX. DAP T -� I - - - -T- - a Off) SECTION A -A ✓ N.T.S. HUTTN Q(I) L., MAW" ALLOWABLE PALL LENDY" TO A WIN POBE'1M FULD. MON LOAD. I. -:MAX ALLOWABLE PANEL LOOM FOR A OPYtN NEGATIVE AND. OESaN LOAD. (2) PA004DUE TO DETERMINE IA00" PANEL LOOM CNFN A POW17W A.S.D. DESIGN LOAD. OCIEPWIE UMMU ME PAMn LENGTH •L.' FROM SPNm1AL OPEN A NEGATIVE ISO. CEMENT LOAD. WIER" MYOMLW PANEL LOOM % FROM S7EDULL n9MIWm L WR410WA E PANEL UDON 14 MIDI. To TE MITTEN oEiB9BLKo PANEL LENGTH BETWEEN 141 AND 'L-•. (3) SEE SCHEDW BELOW FOR MO. PANEL LEN6IN FOR POROSITY QUALM "TOW t Ns1Awum ALTO wom ARE Lmm TO . E P•Lt MAX ALE. mom PREAMBLE RA1NG 9, 10 k II FOR MAX. A.S.D. OVIM LOOM IT MAX. PAWL '" LENGTHS FOR p OF SINGER 6 USED �: F e All'•.k FLORIDA BUILDING CODE Hon Niqn voloolly NUrACOM Zorn • 44167 'L aG» nrtco. WE. 24 GAGE GALVANIZED STEEL STORM PANEL �'I,,. ' * _ PROTECTION PRODUCTS. TLC. o ;;- I'•, ,�O,NF TATE OF * IL E C O Ewe. ••. 46;'sf 4i..' • )I IOP` • •4Cr4' 'T i," Fw ''\ � NA •••• G - NW Taw. Wrww n 3' r N`�• PNwNt-M .In.F •'. ?L N�� W (FN)eE.-TE.w r4X ls.T-�•-a-»7 .,. r w. w 20-175 I oA"w4• N. INSTALLATION DETAILS FOR REGULAR PANEL (1) - INTO WOOD STRUCTURES ____ _ Mh _. _ 1 --- I ` I SEPARATION TO GLASS. ANCHORS ....(SEE sCHMLAE 1 1yHY-e0.+' III SSIEKE� SCHEDULE ON +� U41ga,• 1fEE'^ OM O 6 wA Fan ' SHEET 31♦ I DEole0.70 w 1' 1041U a- '1'1 1- Ib _. . _.._I FXIS1105 i '- - _- 1 1 i( i cLAss -1 ) ...... PANEL LENGTH WINO READER '. .- WWD ANCHORS REOWRED ,, (SEE SCHMLAE ON -' �' 1 l 1 ) (SEE SCHEDULE , H 14 I SHEET ON le )11 i� SNE[T t1 I SPACER 1M71. slfe ' 1 I �I i 2 ' s•A cW 1 .... 1 a 1- � .. ''+ - liNG7N- MAX. _ . ' , , I . rWOOD , ., I ... RFU HEADER ', i,,. I i, F , _ ----- ' :., , EDI I I 1 1' MAX. LONG ALi . SPACERS a 12 1/2• 1.. 1�70.C. 1 �� (SEE TABLE /1 ON 9KCT 11.) I j Wn. 1SEF NOTE •' BELOW FOR LIMTATIONS TDR 1 I SEPARATION ( '•.'1 •L• MAX. 1 •t• AN)L. I , i/a• LaNG SERVES. (.._ f0 OLASS I PARR rCNGTH I, PANEL LE.NDTIi J.,!,�"j 1(SEE SCHEDULE L SEE scHm" 1I (SEESCKDULI1oN SHEET 3) 1 ( ON SHCET S) A 1 OA SHEET 3)- PANEL WTE Fi9MLE ID OR PAWN MATE I ,/4W-Fo,• 1 7° I 1 PLUS (SEE $04DIJIE am SECT 11) A IV I a s o,6P Na I wn I ', . 1 n i (OK r0 PIMA 1 SEPARATION 1 ' WOOD_ X 1 1 'm„ pd r-� - ; 1 PLA1C .. L OWlIA55I� 5 (gFro LL REOINRm l I- _(�i �JI 1 `" 1 ON SHEET 3) 1 DIRECT MOUNT Wf SPACER -- . L ---y I * 1 ALTERNATIVE M. I � 1 'f""�I I sek" 3/e.+• ,152�1/2- 1 I 1 SEE TABLE /II1 SHEET FOR PANEL I - ' L '1 1 D.C. ON 11 MAX. LENGTHS k MAX. AID DESCH FOR THIS INSTALLATION. 1 ' CIF It ED - I LOADS I 1 MAX. 1 R�. I 1 I ., l 1 ^� ,., . _ .., . 3 V I • 12 1/2. 039 1 , > ... _.._ .� . , I- -. .• N __._..-.------ .__..._-__.__._-.. EO . . 'I! - 1 , j r 1 A 1 ANDL*I 7k 7DOTE: , ._ STAG EIO _.. _1. I STAO�:O w/ STUD 1 1: ' I. :. (SEE SCHEDULE ON SANGER M MAY E 1 In' LONE • `� :.,�iJ '- ,+ r.____�.- - _, I - _-...___ SHEET ,1 _ LAND ONE ) It) 2•.4• WOOD - I *�` MONO 01001100r NOW 6 AA FROM" Rom AN 6' r . \% PLATE REOU I"t I .1, ; ANCHORS I. .AIL 9r... TD alWl 77I I .. 9TAOGCRCD W/ SilAl - OOsq 7) W.W. OM Y1ET S IY,Y E R�U A9 1 PUTC (Y) AW,66 t 0o16,OWe ea VwwtL RARE nmt • PI (SET Y:HFD,IE ON tlw0 a TK FauDNNLo mlmnlb FK .. FWNFL w1[ PwI stmL E sPlAcm ELE6Nw Are /p• pc 1 9,EEi , i) aDl•Lrm wRM (AWt 6 . AEfe6CTgN FROA n Ln• PD. 114016 rAWOD ON SHEET q. , m (MINA% AIM on" memm i RtNN 16 wL -O 1-t. (n wx 24 va RMd IENM 6 Umm To er A ANY omma -.- �'•.' - �:' - AOIWI wn LiTIOWI 6 1i1 ((}}TO1NWS 6 A 4MWMM N RNU VAM TAKE IDOW MOILED ON D) .SVI 9TKIOLAL DIBLT ,1) i 1.Rem m S10eM AMA •6TA4LlIlIw 6 q6r i (O 1 In• I= 9PAOIR caP606 IRA f1YLL E A 61oIG0lD OI MOVE NIWINFO AM DE6M0 WOOD FWm4 WALL SCALE 3/8- I' I e•iT L I6rIEA11oN W 11/F' 101E /RMp IA E aAr i i AL rNA TOR PANT 2010 1. 9 A10 2 M OUMM IN OWN SCALE 3/9-1• I 0) 449"ATM VIED OKI Poll MAID IIIMAI"10 060IMEmVO AID M ]m0 (Tv, Fe1ON) a M ILOIg4 I I zl 1. I k 3 Pa A91YI Me". I h9m `1,CEN ,'' .. FLORIDA BUILDING CODE Non High Velocity, HurrIcon• Zone 1 D A FOR INSTALLATION RE ONLY VALID 0 MAX, A.SD. WFiNtI alEOa Alf ra. Ng '-E. 'SECTIONS: N0. 4416T 24 GAGE GALVANIZED STEEL STORY PANEL DESIGN PRESSURE RATING (P.s.f) AND PANEL LENGTHS - * - r,. :*i A P SCHEDULES ON SHEET 3 EXCEPT FOR _ 7 P NTINGS CAN f#: S PER E _ 0 k BOTTOM MOII ( _ at COMBINED IN ANY WAY TO SIM ANY ALTERNATE 2W' STATE F INC.GLOBAL PROTECTION PRODUCT LLC, INSIAEIATION, �''P •' R!r►' • 460E s.w, 61 FTerEr 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ... UA- .I.- 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 1S% • •.......:L U� "�POP,"'r-'M°� ni- a " PNa[: (P64J4s-»M. rAc lFe4)Nes•I7er DENSITY OF 0.55 OR EQUAL. IIIF G-,!,I +- 41M NI 1MA/aAx TYL70 A a.. PUT Y 219Et 6 a 19 MI GENERAL NOTES IW16iR PI• 141T 4..nMr k E-z I4YNG .Rr,•M WUME (C) m ,(ALSI Q_3EN.. SPEGIEM',_WJAYw'., G - D.56 MOD.;. 1 STORM PANEL "M ON THIS PRODUCT EWLVAnON ODdI11EM (PLO) ALAS BEEN VERI1m FOR COMPUANCF W ACCORDANCE - 1/A•r TAPCON ANC,IORS, AS YARNRACIURED BY I1.IY BWIDEA, INC. WIN THE 2020 (7th EDITION) 01 THE nMRIDA BUILDING CODE. TARS STORM PANEL SHALL NOT E INSTALLED AT HIGH - /L4-10 PAM11641E FEMALE 10 AND PANCUAATE PLUS ANCHORS, AS MIWUFAIMMED BY ELCO CONSMUC'MN PRODUCTS. 14LOCIrr HURRICANE ZONES (MWAI-WOE / BROWARD COWIES). - 1/4-0 LAG SCRry5 PER AIDS N WI L I AS 600 THE MENTIONED F A WHO DESIGN ND OARS BY T BE DETERMINED PER E[C1'WA ) OF E ABOVE CMD F COOL. tIl EASE - 7/14"0 . 5/b' WOW OUSUNG. AS Ot57RI8UTE'D NT All PUNT s(:RfW. BOLT k SPECIALTY CO SKID AS REOWKO BY tO"L JURISDICTION WHERE STORK PANEL W1U BE INSTALLED. AND FOR A DIRECt10NWTY FACTOR P KD.D, 7-1 INCtMA A . M7IN , ' M. USING A17, 0 ONO SIIALI NO EXCEED L VAl1M S0. DE51(W RE3rSURE CS WDIOI,TCp ON 91EC15 1 AM PA PENETRATION NRTO W000 T AR 1 AND 'FOR ELCO PANE ( ) C ) T11RfiA0EU PC C APCON ANCHORS STALL eC /2 2 ELATE PLUS 3. 9 D R 12 E I7, H. AND PAN[LMµE TRMNj ID W ORDER TO VeRIRY THE Af10VE COI40I11014, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCF 7-14 SWYA E PMPSi REDUCED TO ASO DESIGN PRESSURE RATING BY ""PLYING THEM BY 0.6 W ORDER TO COMPARE TIESE W/ LAX' (AS D) C2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SMALL BE I 1/2' NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SW..TS 3. 9 fHRU 12 0 17. 18. PENETRATION INTO STUCCO SHALL E CON510WtO AS PART OF THE RCOIRRCD TWREADCD PENETRATION W ORDER TO VERIFY THAT ANCHORS ON TWS PED. AS TESTED WERE NOT OVER STRESSED, A 331 INCREASE N AELOWABLE StRCSr rOR WINO LOWS W= USED W THEIR ANALYSTS, FASTI'NEFS SPACING TO WOOD HAS BEEN DETERMINED W4 C.3) W MLIM EDGE DISTANCE IRA LAC SCREWS. INTO *WO SHALL BE AS INDICATED N THIS DRAWING ACCORDANCE WIN N.O.S. 2010. STORM PAN[L's ADEQUACY FOR 11MAGi AND WIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE "T1 SECTION i609.12 Of CA) MINIMUM PENETRATION OF *QUID BUSHNIG SNAIL BE 5/8' 1/4' 0-20 SCREWS USED SHALL E 1 1/2' LONG MNOAUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH PIORIW REPORTS /De1401-DI AND #021902-09. AS SHOULD STUCCO EXIST. AND i• MINIMUM FOR WALLS WITH NO STUCCO PER SSTD 12-99 k ASTIR E 350-02 STANDARDS, AND AIAERIWN TESTING LAB SOUTH MORIDA REPORT #1123.01-10 AS PER C.5) W NSF. THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, S10000 OR WOOD B0A1105 6E HOUND O/ THE EA57Mq F T" I I 1 T T AS A ML T1pN P F W SECTION 19TN 0 As 20 AND AS 203 PRO OCOtS, AND PER CUU S CA tMMEp W ACCORDANCE / SC � WALL ANCHORS S7W1 fX LONG ENOUGH TO RFACl/ THE MAIN STRUCTURE BEHIND SUCH PANELS. R OPHW BUILDING CODE AAIGHORK,E SHALL 9E AS MENTIONED IN C I), CZ) k CA) 2 ALL ALUMINUM EXTRUSIONS 10 tlt 6M-70 ALLOY MID IIMPER (UNLESS OTHERWISE NOTED) SEC SHEET 2 (0) ANCHORS SMALL Of ,NSTALLED FOLLOWING ALL OF THE RCCOMMENWRDNS AND SPELIFKAl10NS ITN THE ANCHOR'S MANUFACTURER 3. All ALUMINUM SHEET METALUSE° AT CLOSURES SHALL HAVE 3105-MI4 ALLOY B PANELS MAY ALSO BE INSTALLED HORIZONTALLY FDLLDIMNG INSTALLATION DETAILS SHOWN ON SECTION t THROUGH 6 (SHEETS 4 4 MI,SIM SHEET METAL PANELS SIAL HOW STRUCTURAL QUALITY STEEL. AM A-6S3 GRADE SO MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEI- THAT HEAOCRSQ k0 SITAR Not BC USED. EEL EK STEEL k.(AFTER ROLLED). 9 '7 $K W/rY- 92 2 UL or THE RESPONAMM OF THE CONTRACTOR TO VEWY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED M INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BC ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME S µL. SCYW1 TO BE 5TAa SW STELE. 3Da 0R 3T6 TENSILE SERIES OR CORRDSLL COMPLY * ,(LIED CANDOR STALL AS PER DIN sup DOOGS, 5001tl W/ 50 M.i YICLU SfREnCT1" AND W MM IENSmE STRENGTH AND SHALL COMPLY w/ RORIDA BUILDING C'00[ SECTION 2111 ] 3.4 10 EACH REGULAR STORM PANEL WAN" LENCTNS OVER W. AS PER SECTIONS I, 2. ♦. 5, 6 ,AND µTE7WATTVM III, 3W k 4W ON SHEETS 4. 6, 6 k 7 RESPECTIVELY. SHALL HAVE A LEGIBLE AND READILY VISIBLE MARX#4r NS'TRUCIING OIYPIFR 00 rEFNNT TO t. BOLTS TO BE ASTM A-307 GALVANIZED STEFI, OR AASI 304 SERIES STAIKE33 STEEL. WITH 36 MN MINIMUM YIELD STRENGTH SECURE PANELS VPD1 APPLKABLE REINFORCEMENT ONRWG PERIODS OF HURRICANE WARNING '+ ANCHORS 10 WALL SPALI OE AS FOLLOWS I,. THE INSTALLATION CONTRACTOR ,S TO SFAL/CALILK AIL SHUTTER COJPOMFNT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WAM THE BULDRNO TO PREVENT WIND/RAW WTIN)S"OPI {A) TO_Ea(-0 TAINPOUB[D.SORSS1AS - 1/4.1 TAPCON ANCHORS AS HORS. AC MAN FA ITV/ BWLDEX. NE, fNin Fc••S L97 p....) 12 STORM PANEL INSTALLATION SHALL REPS IT 1 SPECS C70,INDICATED N THIS DRAWING PLUS ANY BUAOrNG AND LUNW(I REWUf10N5 - 1/4' .. 7/e• CALK -IN ANCHORS. AS MARUFAc1UT6D BY I]Ewµr WC PROVIDED NT THE JIKWSpCTION WHERE DEtIRT IS APPLIED Ta, 1/4'M , 30o SOUND-SCI ANCHORS. A5 05rRIBUiEO Br µl. PDIM SCREW, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAUJAPON DOCUMENT ((POD) PREPARED ITT THIS ENGINEER is GENERIC AND DOES NOT PAOWA R41ORlAAIPM (14 Fn.]0E0 p4.L) FOR A SITE SPCCtnt PROJECT: ,.•. 4I.E)IE. THE Slit CONDITIONS OEVATE FRAM THE EEO, - l4 - F P Cp [UN i T' UCTS- 10 PANELWIC k ANCI,WTE PLUS ANCHORS AS MANUFACTIIIPD Fn' EL S RUC N7N PIOO / FEMALE ID V I 4.0 AMC UI AIICI MAN ACT BY T INC l NAA AS OF UREO O[Nlµ . / N)RS• (D) CONiNAC10R 10 E RESPONSIBLE FOR THE SEIECt1OR, PURCHASE AND 1NSIAUATION INCLUDING LIFE SAFETY C THIS PRODUCT A I) WNIMUM EYBE(NENr OF iAPCON ANCNON5 INTO POURED CONCRETE SNAIL. M 1 ]/4', 7-FOR E1C0 PANEL WTE AND BASED IN THIS RED PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS DETAILED CON Des DOCUMENT I T./4• FOR ZAMK; NNUN 44CHOFES. CONSTRUC/10N SYEtt AT SITE Is THE rAN1RACipRY RL5PONSi&LRr. A21 CALK-W k SOUO-SEI ANCHORS SHALL BC EMBEDDED I/6' INTO THE POURED CONCRETE NO EMBEOMW INTO (N) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD R MODIFIED STUCCO SMALL E PERED. MITT1/4. 1-20 SCREWS USED SHALL % 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. (C) SITE SPECRIC PROJECTS SMALL K PREPARED BY A FLORIDA RIDGIMRFD ENGINEER OR CMTFW .CI WHICH ILL BECOME THE AND ,• MINIMUM FOR WALLS WITH No STUCCO, AND MAY BE HEADED SCREWY OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E O.R) FOR ME PROJECT AND WHO WILL BE RESPONSIBLE iMOR THE OUT WRM WING NUTS PROPER USE OF ME P I 0 ENCWEEA OF RECORD, ACTING AS A DELEGtED ENGINEER TO THE P1.0 EN°INEER, SHALL SWAT TO •INS UTTER THE SITE SPEOFIO DRA)WGS FOR REY". A.3) IN CASE ALAI PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS RF FWNO ON THE EXISTING WALL OR FLOOR, ANCNONS SHALL, 9f LONG 040UGO TO REACH THE MAIN STRUCTURE RCHND SUCH PANELS (e) THIS P10 SNAIL BEAR THE WTE AND ORIGINAL SEAL AND SIGWTURE OF THE PROFESSIONAL ANCNEWIGE SHALL BE AS MENTIONED N AI) AND IN A2). ENGINEER OF RECORD INAr PREPARED IT (8) O. T LE� E&.00K_EALLB L�_r .1Q 14, SHUTTER MYNUFACTUICR•5 LABEL 9*1 BE LOCATED ON A READILY VISIBLE LOCATION AT STORM .E615NIG B - 1/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I I W BUILDCII, INC. PANEL Of PLACED N OR EVERY WEAR SECTION 170O C OF FLORIDAITHBC" t CODE ONE THE - 1/4' a . 7/8- CALK-00 ANCHORS, A5 MANUFACYUREO W OEWALt, INC SHALL BE PLACED FOR EVERY OPp6ll6 tABC11Ns TO COMPLY ARAM SECTOR I1099.3 OF THE - 1/4'1 X 3/4 SOLID -SET ANCHORS, AS DISTRIBUTED Iff ALL POINT SCREW. BOLT A SPECIALTY CO FLOWIQA BIIIDNG CODE. 04-IO PAWLMATE FTJMIE 10 AND PANELMATE PLUS ANCHORS. AS MIYOUFACTURCD BY ILOG CONSTRUCTER PRO�0RRlllll 1/4' r ZAIAC T4vLw ANCHORS, AS MANUFACTURED BY DEWAL.T, INC tEP A: TRAP R,) NNIML:A1 EMBEDMENT OF tAPCON ..AND ZAMAC FAUN ANCHOR. ,MO M4--.1 .BlI1CK uNIT Sr,Al1 i 1/4,FyVCEN,s'••.Pq RORIDA BUILDING CODE Non NI h WloCit NuMNon• Zom8.2) CALK-R A SOLD -SET ANCHORS SHAL BE ENBEODFO 7/8' INTO THE CONCRETE BLOCK URA. NO► ,44 7 , W�'1R0° �. 24 GAGE GALVANMED STEEL STORM PANEL Pywr,STUCCO SHALL BC PERWTTCO. 1/4' 0-20 SCREWY USED SHALL BE i i/2' LONG UANNUM SHOVl11DOST. * _� 4, ^-- r, // AND +• MINIMUM FOR WALLS WAN NO STUCCO . A} aM1 0.3) IN CASE ?%AT PRECAST S10NF. AIR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FW •ORI /✓� _�J TWL � .. F �ERIO 4W F.a 61 F1MR EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO FIfACH THE LIMN STRIKTURF. BEHWP SUCH P '��• % „", „,_, IW."'1'v�_,H'i'I" .I,oNc 1P4pM 1!4 A,NP,• NQnn-••AA., N`` t.In �r ,. Re,)w..nw 20-175 ANCHORAGE SHALL BE AS UFNTONEU N B.1) ANO IN e7) ,4v 1 t4A •E YAl/71PWUAI ��1 a- - WQ7 1 A 11 UrMln1 N W M., nun Min __.a! INSTALLATION QfR INTO POURED ro�NDRET ITLoc R DETAILS FOR REGULAR PANEL CONCRETE OR C[rOOSN6/6CRETE BLOCK An _ OR CaP/CR eEGCNC0NC�TE Cp STRUCTURES r ! : (SEE AEOUIREO „," REOUWED. CONCRETE ANL110R3 v' SC[ DWClIONS (SEE SCHEDULE ON r SHEETS 9 TMROMUGH 10) „� (7 t __ (SEE SCIKDkAE ON SHEETS 9 THROUGH 10) ..0 LASTING PIXIKD OONCRVE OR v �`EfYt/4, GE�H 0 a4T F0'Iw,lan I 1. .'12• i" / 1t I acoupw fq; _ - _ _ '{ �yOt., i r. C.OMO RTE A NCHIORS ' _ . d 1 / !,: I (SEE SCHEDULE ON , . T 1 LET /'r 1 E.b, 4r SHEETS IT 7091M1G1 10) , I ,t`!r /1 I I 1 I �+ 1 y ,� 1 E / 1 : 1 i, .11;� „I'll/�^ C E I A I � � E 1- ,.:. .-F71 -. Y•._-..: - �..=., Ea -a •,Q� - .w - D ,/H1'_ _ -_ _ T w r�a L° rfir/' 1 SEPARATION 1' .. TO GLASS. ,.(. q POMN '"` ' 1 NIS Fa Wi ") 9 SEPARADON �) TO GaAs• 1 (M 10 RNp. UMN Om r-Y) f „ I 1 I - EX (SEE SCHEDULE ST 1 LOOM OAR 1' NaA. (SEE SCIEtXRE 1 - 'Y1-111, , / /: '.. Ct 1 ON SHEET ]> E PANEL LENC H N ON SHEET 3) 1 1 1 1 1 (ISLE SCHEDULE 1 `/ 1 1' YON. . l' M.•. CONCRETE ANCHORS 1 1 ON 4N ,1 CLASSED PANFL LDULL 'BONE SCNF.OLAL (ON 1 LEWN (SM SCHEDULE r4 (5[E SCNEDtAE ON I i. sGLAS 1 3% M ., i 1 SHEET 3) I _ I ON SMELT 3) _ SHEETS 9 THROUGH 1 ..� - ' �- 1 501t 1 or 1. atElSS� Y I 1 I � FwsTNO-1 I . i;;: !r� " : I IAAX. I 4V- i 509 ', 1 OF 'L' °LASS 1 I i -, I I �) C.D!-- _ W01olW iM • S 1N• o.C. ,,yy .. i'9 J: ., IAA%. ' 1 ' 1 } X I '. I [.0. I 0 E.D. 1 ED i ' 1; i • 1 1/2. O.0 D t APPLICABLE) 1 1 @._.- 411' NO rAl,eR NfA9 , ' ui 9LWmI To, SM6 IBL ,/r-Fa I• E.S, M6 w/ Itur COPIC" BLOCK� ` 1 REowRED. ) CONORM ANCHORS 1 J 1 E ISLE SCPEpOLE ON. - .l, _ __ _J -99 iv- • 12 t/Y ac. H �1 _ l' 1 -. _ I. IRA _ V I LEG LOCATION 3s-1/i[2YsIX S11 ARE kk el e•EA - CONCRETE-01 EXISTING POURED on CONCEIT BLOCK . ALTERNATE POURED CONCRETE CONCRFY ._ __.bR CDNCRM ANCHORS PANE ME USED. REWFCO. ANCHORS CGKRR OON RITIQUO. sN STAGGEREDSCHEDULE (SEE SCHEDULE ON (SEES UL E SHEETS 9 THROWN 10) 9 1114 la SHEETS 9 111RNlON 10) BUILDi-liff SCALE 3/8-1• DIRECT MOUNT SCALE 3/8- I' pp11.1111NN1 A. T�/T a SSA '• • .. CEN • FLORIDA BUILDING CODE Non High V*Wcl NuMa... Zone E.D. •EDGE DIMAIXCE ( SEE SCHEDULE ON NOTE fOR COMBINATION OF SECTIONS: TOP k BOTTOM MOUNTINGS CAN BE 11 0. 44167 • s s * ; * : * s •q STATE OF - - •= �-.-=-- 5r�90, !(• P, P -'- 'yi �' (ARID / °'0°D1M1f0°' "�. 24 GAO[ GALVANIZED STEEL STORY PANEL I L E C O 1MCGLOUL PROTECTKIN PRODUCTS, LLC, .7Fm aw S, SF16n OWr'r'1'ff. . W,/n/Nm - SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY 4 II �1J'II'L✓ " �3 P a. w. r NArr n, r H:.. AIN IT'. ., -m. NMIK. OWE tiLll. 09 )P va.w PAS- (M+)tes-Sm 20-175 INSTALLATION. �9,N /� •• �- u-eoon,• .. ... oRP..1e N. ANIII 7.A10/GA W OALRI A tU a.. P.F. TROT . /F 14 MAY ??o ?.i INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD /o ''fans Review Review Assls - - . Lr `0mpliance �Ompleted and 1nC '' ALTERNATE lE0 by pe With the 20 apt wr 4'AB' (RAM.) Of, SIR NTMOQ .1 , o ..IDWDON hra An Klahr pXZC KAM REWWED. ST1TLJCTLIRAL "- 'I Anne 7t� ADWUACY OF EXISTING WOW BFdN TO BE CERTIFIED BY It 'i'� / "UO REGISTERED ENGWEER OR -11 ­1 ARCHITECT PRIOR TO SHUREA I tN5TAl1ATON. ..."m AmCHOg5 ALTERNATE WOW AMCMRS I1.. t' RAM..-. SEE SCHEDULE ON SEE SC DIAf ON ( _ ( ME liw a ..DDT ru sool SHEET I., SHEET 11) :X :i -t .Ep I - , T -AT• S6 Ys y r71 ,-,.t. t/2• 1i7 IRA oe. I 1 I _ _.I MAX, WOOD KADt1R_.. 1 I/2. 1 -. F.. - _ i REQUIRED I I I , 41r- +• ) w /4 1' 6I can r a aA _ UtgR•OWAT , 1• MAX I PANEL LENGTH (SEESCHEDU ON SHEET0 LE 50111 or 1' e 12 1/2. O.C. Two ANCHORS (SEE SCHCDUIE ON SHEET II) NO f1WISH1 1 ALLOW'E0 I I 1 .1 _. - -.. DECK REQUIRED REOIAROD FA70D ANCHORS _. -, OD 11) ---- SCHEDI.E ON ..M., 3/4' . .._2• MI.. -- - E�D CO ' -i � HrAo BLl b Mv-9,n of 2 1' �1 1 MA I 4 o r- . W. SEPARATION TO GLASS. Mi SCHEDULE ON SHEET 3) I 1/4YP-2pI' a 1• MAX 1 F A.L m N M PANFI LO40n1 A' Me (SEE ,.. j � IHORI POI /-4i CI SFI�EEE 3) 1 { _.. _ 1 `` I _. y� Cl) OF IL' / 1 IIAX. I L1 � TIN. can Ow ••1/1'OC . I (SEE SCIEOULE ON SHEET 71) BUILD -OUT MOUNTING ALTERNATIVE 4W SCALE 3/8-1- DES. - 3Lt vCENs !� YBINAT10N X SET S No. 44167 `. �� 7�--�Q-jp 1, INSTALLATION ARE ONLr VALID FOR MAX. AS.D *; TOP TT IN :* 0 k BOTTOM MOUNTINGS CAN BE L RATING .■ t AN P N THIS DESIGN PRESSURE WA NC D PANEL LE C ( P . ) STAR q E OF COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 9 ' ;•C INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD i'�0�' ,=O V -La=:. - _MEMBERS TO BE SOUTHERN Pnl[ No 2, W/ SPECMC '4 -% -- -'"CENTS" OF D.56 OR EQUAL. 4 ,"ORAL D�"'laN rN HIIIIIYRlj� P.L EK/omvaw/am SCALE 3/e-1- alMo n1m0. .c 24 GAGE OALVANIM SDEEL STORM PAWL IN, LAW LLTE C O I6e. GLOOK PROTECTKHi PRODUCTS LTC. W 7/wm n DARE 'wo'7i 'iw 490E !M. !+ VW IL +. P � Y r.rPK N a,. N 4w�! rH.,o EwAE..L W O HOIt (9M)660-70M NY4 (6M)Im-tr•T 20-175 W0 it APF VAIN " „.A1Y-aP.ErmmONE`! : _ , M 16. -6-0 N CD L - -0 j -I-- L OL O CD C Q CU PEAT' CL .= = W ^' W N CIO U O � rn O O a'oU O , nW 3 c O CU ''CQ + .- vZ MOO, 0- /� - ♦ 2 v I 1• L 0! a z z w J U) 4-J (1) (1) = Allma O C/) CDL CD - a) U CIU O OL 0 (1)■ L. CIO W Z Z Q J I_ rn ExrmNa wow H[AO(N. Do-U. /,..I• S.Y S. • u X 011-0 (SEE DETAIL 1/'2• e 5 ,) 9 v. `Item W/ • - ]10MIP6 9 1; I 1 1, 'I it i f 7 ISg " I i 31 f- l .I ))�� _ I e 1 ' •NOTE " •ELOW) '. LAG scI "s • 6' OC w/ f2 Mn TMRCAOED PDIlRAT IN - - 2'..' WOOD FIA1E Rrouum FLAT SHEET N0. SH 13 {a' I 1 " /�y� D P OR O �/ 4 GaMCAETE wuooN w r TAME 2 POIIIwD CwMC1ETE. CO"Cw[i§-._ IROCN a 2'•M• 4Mw TRAIL pOURm I _ 1/4'. • 1. 1/4' ' 2 1/r REOIRNTA H';k CONCR[R eL R"!•3`, 2•M• wow PRIME.QZ" L...... OR� .1 AFKNOR • 1 II OC API .I y 4 "C �,.. ( / x ++v4 . "I 3 r co A4•El ,� {�ANLY,aKILNMR nrAr.mrrol!A' µ� e-:i 4 C - 1' LOGIMN � u• o.DvAREa,. _. �,I,,... D: Mlr. oss•aiHrI KUY. AIIQE 011f 1T . +�DAO _ PAC.? ' ]106-N1a1 SMLI ILIK NUM BOLT p1Aft 4 a3M'al�To it m r l 2 1/2- Coln AL1M.. WAS } M n. +� - i, � % -. 2• _' i I \\�^\ // � .. �.. r.1 MD4. TM' 1 -,---.. (f j ! 4 Mq4. GAP e It aC w/.McRNUi 9 tfi+1 *w -19 T M1W CA S — A PLAN) ( SCALE t/.•-,• CA B LAN) L SE SCALE ,/r.r C SE LAN) cP scAat ,/r.I• 1-1 (ARM, PANEL OPDRFNG wIOM°j . POURED DOIICRE'IE. COMCN[R RWom EQUIREO rw woo TRAM^ Yn .< i R - 9.0E OWANCE \\— , \_..__ y,/. CASE E (PLAN) SCALE 1/4•-l' n; A' 1 t TOURED mecRETt ` • � F-- -- Y--. _13 i OR 21W wo ROLAI 17R- 6. % .,I � & 0 2'w ,Law PRATE �I. S Ala AWUINLD t 0) Y t----..a ,a OR® *MmIr ma' I I 1 �, t I 1 I.>•���A•�,,.� CASE F (.LAN) SCALE 1/4".1• 2' . Y a 003' AID& N-14 OR BOBS-rE ALLO, COW. KUY r: MW WINK ie4-A . 1 3/4 - _ I 1 APCOAI • 2 O0 I. 1,f- MCI . NMf /IIAt, . i At TRIP `.,_ :J' . �` �. r 1 v. POURED CORO" CONCIRR . 01 2•N" WOOD FROM RLQM Eo .aa�13.L SKILL t/4•-1' saID-sty on rAUt-m a Dto PAMDAWE p091R1O „OARED TRY At 'FNAL • AND t301O11E1E,.. on -70P. BOTTOM OR P AIIEUTAIE (SfF' 3%4, woo OR 9E R IAMO ACHE O ABLE FRAME R[WWID A3 APRMJY,E 10 4 ") 0 9. 10 t,) 3.4• MO. I -`\ "., � �)BE. w! MIUMORED rR011y A REM FLAT I1,NIfES ►HMLTL'1. TO �-.., �- IwLL (HERMIT (RP ew RAND] CAS G (PLAN) SCALE 1/4•-1• VALID FOR DIRECT MOlNI INSTALLATION ONLY a CfRrfTO PANEL INSTALLATION At WALLS W/ SURFACE 1LbIL VARMTIONS WITHON 3/4' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p-s•f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (f) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL iOINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 k 7) WX, ASD. DESIGN PRESSURE �� (PEN /.) MWMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS a • 7 APTRLt 7O OF THEM P LENGTH`L (n') TAPCON LAO SCREW PA I LLMTE FEMALE 0 PANELIATE PLUS WOOD WS� 1 3 1 ,J 1 ] a w (tOp) _ t J ,] ,7 1 3 3 (aDTT ) 61 2' 6 1 2 O I a / 6 1 n' 6 T ' / aJ�._"111 TOP) ♦TIDY -46 4D, OR _� _. a -_ 1J 1 e 1/4 _ -_--. 12 t/2' . _ t a /4(Bpft•) - - .._OR 5'-0• LESS a• _Ti'1 / 7 ..13 13 1 3 ! ___,_ 13•(TOP _ ) 1. 1 " 3 a 1 - 3LESS n 1 1 J � s 1 a x, ..1 /(Tar) e•I e0170M_ ) _._ 6 1/7• -8 1%2 B i/a'__-_ -- a 1/2' e`,/T• (TOP) - .... _. - - .., f 4' _. __ 1 1 2' x ._ 6 r am ) > ._ . 6 O TO _e_ _ 61 61 2' 4 1/2• 4 Tn' - 7" 7' 10 T/II'- 9 1/Y ... ,T- ___.It _� _-__((WTTOW 4, ,. w (TOP) Ir _._._ it 13' --. ,r a i/r w_(__­)[ • SEE TABLE /1 FOR MAX. A.S.D. DESIGN TOADS & MAX. PANEL LENGTHS WHEN SPACER " IS J USED, CORRESPONDING ONLY TO A.TERWLTE 2W' ON SHEET 6 EXIT COF COh NEC MAX. A.S.O. MARARUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS a A, 7 MAAMUY I PIED TAPGON LAB SCREW ANIAI.E N PANIELMATE w000 WSWNG PRESSURE WTM ,"m LF`¢fN (0.0.0 OF THEM (ft ) it Ir 73• Ir 1W 3 _- _ J _ ; w a f�' 2 B 1--u- / T' ---IV 1 • 2 6 7- ` n 1 a 2' / _ w m-07RO - 1 1/4 D'-W 7" 1 t/T• - !` '- - n--- -- T (TOP) Olt LESS 3w OI (Banw) 71x / e e e - 1 J , 3 1 3 i 3 13' ITopl * S -46 4 r6 1 7 19 1• S 1 J 1' S ♦W BDtTOM ) U 13 /3 13 f0 Iw *7S -7D -___1 - Y t 7 tr ,Y ♦ - e _ / , w (BOTTOM) ) ue ;/II___ __. a Ijr - 6 1/2'" a ,jT' a ,%2 iToa) 6 ,/4 (BOTi, a I/*- 17 1/2• -- •_4 1%'7._.._ " S. ---7 1/r 7 ,/2 _ ._..(MR) _ T Y 5F_ � 5 t /T_ ._ 9• -- - a" __ 31Y (BOTTOM) 5 t/T 00P) �- ,1Sti. 12' _ IV _ 13• _--- IV 13• TV I IY 10' - 4w (601110M) • SEE TABLE /1 FOR WAX, AWH S.D. DESIGN LOADS & MAX. PANEL LENGTHS EN SPACER Qq IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 IMLL" e A.S.D. DESIGN LOAD PANEL LEWTH 40 PSF OR LESS 6'-0. > 40 PSF TO 50 PSF W-2- > SO PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS Q W/ SfAQAX#t ,4Z 112' O.C. 1/4'o TAPCT! .....� INSTALLATION DETAIIL5 FOR INTO POURED CONCRETE OR POLMLD LIFE SAFETY PANEL(j) P'WREa CONCRETE BLOCK _STRUCTURES 1/4•0 TAPCON O-C ANCHOR • 0 O.C. ! r OI"w.oc,( ANCHOR • r ! : CONCRETE ODK ''" Broom. . REQUIRED, ;• 2 2 i N IMAX. < .165X.. _. "' - 1 11"; Iy !l I / `+i I `-'J I [KITING s I , 4�i.b w B-SEPARATION I e M CAASS - .. ♦ • - r�'J_1 I/4II-I.,- u Pw» W AEA , GLASS 0 " rr�.- �,,�,(,D4Ws � � R- F = STNf a 1 M 1 OtA55 B ' I ) M I i I .L. MAY I 1 t' WTI, PAND n o' PANEL LENGTH pp ,. - _. . .I .. .. (oHESHaiLLi i_ t• ON a� Z) I"RI ._._ 1. +i) ._ _._ i I-•SEpAMT N 1 S TO O1A55 Illlli I e -- , T L/a +. -&--`� K, 1/4•B PANELWTE pll)S. . -; 1Ir. ANCHOR ♦ Ia 1/2' O.C.LS SEE 811Eif to a IB too Ac,,OR9 TYPE a APACYO rOR NSMM1AT e1r0 ww0 PRAMS S.C.B. LOMM APO" 3MFAIDS Ago MMYW WEN OaDNCL ARE 69WARD ON TEAS SCKVAL MR E.O. LEN THAN f"ATID ON SCWAWL MDUK NICIOR S►AOAM By MULrBF_'fm SPACIIM SHOWN am SPHODU /Y TIE SOUDNIN6 FACTORS, no Ila OPOUTION m DE POOWI RECITING SPACW ONEAMEB USING FACTOR SIAL NOT K TWA YmSRY BPPn,M INOIGRn FOR EACM ANCHOR rise T,Ae ow Mlle fIC1EDlAt. !LANE SM4 ANCHOR lift wmw no NNW" "am yK'Bq Qti) A A YNN O. -o Bn) - --._ A .. 3 A- 3 1/2 o" IENBN "Mou NMM (60 Rome. m own tEOG R10IBR 11/7' Lb .. 04, - . '" I'm 3 1 7• _ _ CE E y E:,. NEC D RLOO, 1/4-0 ANELMATT -.A ANCHOR (KYORO) WALL MOUNTINGS SCAMS 3/0-1" FLORIDA MAXIMUM A.S.D.� ` DESIGN PRESSURE RATING .11.t) AND CORRESPONDING MAXiMUM ANCHOR _SPACING SCHEDULE FOR REGULAR NORM PANEL (1) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(a)INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 d: S) MAX. A.S.D. DESIGN PRESSURE RATIN) MWOMU4 ANCHORS SPACNO FOR MIN E.O. PER SCHEDULE BELOW APPLICABLE TO SOMIONS MAXIMUM PANEL LENGTH (it) MAX. AS.O. DESIGN PRESSURi RATING. MAXIMUM ANCHORS SPACING FOR MIN L0, PER SCHEDULE BIRDIE III — A'PPUCANUE TO SOCT1004 a MAGNUM PANEL UMOTH (it) TAP'CON S"_SET 1[ PANEUMATE PLIW YNMC-NAAWNmi, -IN a 1. TAPCON SOLID -SET 11 FIEWALS O P RLUS' 7/MAC-TOXIN CALKAN 10 porA e1[ ro m E m141110TITON to m m ,p .Am OOMBMA"Cimmm OF �710P'' ♦ �-ID LESS; 3 ' , 3 1 7 , 3 ,r n• ,3 f ' a ,r 1ru P (TOP) a'_a• LE55 s46�-4D 46q -a5 , r tl' 7S' 13' 13" / ' s r Y TI" 1Y t 1' 1 " 3 11 1 2 I y R DR HERS _,a• IV _ u• _ u• _ __ �3 ' - - id' - u• s- Ir a-u- --� i _^ (Borrraij _ 13 1-_- u• ,Y- ,Y n• ,r ,r ,Y • ,ate ,Y 1a• 11 1 a / 1 - (egrroM) tY IS• or TV Is" 13• TV IV 13, Is,._IF a (TOP') Ir I 3Y Ir I. . it IS_• _.I Y IV -1 9 tY I • 3 IV � I_... Y IS' /-•-. 3 ._,Y Ian ,r - „13 s IV ;'„i t3 n 1 (BOTI'bL0 f3' ,-M IV 1 } 13 ,3 V-1. ' 3 .. 3 IS' 1 3• ,J' _ -' Is- I3• 1 • . 3 1r - ' S 13' - 1• 3(a0Ti0►1 15' _ ,r13 tJ• - ,3' " �1' 3 2 ...._ ) fOP- 31)`- � ) 13' _tY _ 13' --- 1J• 13' ,.' 3 t7" ta' 1r 3° 1_ 1J ' t 1 7 1 / J OP ) D B' - _ e�.. • a 2a / a• t 1 9 B' __ 1 e ♦ a• 6 1 {' Y 12 1 2. e' 12 1 2 - ! e• e" 8' S I' 3 1 ' I - e_ 1 r a' B TS t' 3 } ] e I/4' B 1 4' /2 - IS , 3 I3' a ,/4' 3 BOTTOM_ c_) - DOp) 4 IBOITDFTI 5 (TOP) J M iBOITO ) a (TOP)i. D BOT7.«. - I I' 2 1 I' 1 n A t /` ! 6 14` / 1 1 • 9 n A. 12 / a 1 A' 6 1 {' ! 3 ( q• e• 13 5 /r - IS ,' 3 IJ• - _n a' e' a' - -- 6' a' 6 /x - -- e' b' 1/Y -- a r _ e• - _! - - e' e' 6' - (TOO) 4 (BMW !__ e Y , ' 3 - )3' I3' - B' T ' J tY e ,!4' - , 3 6 1/4' a 1 ]' 1 ' 3 6 1/4' ,3 ,r 1 } a t/O n' , t• 7 1 3 - IS t' 3 Is. e' , ,S• 1 3 - 1J IJ' ,J' a f/4 13 13' IJ' 6 1 N 3 13' 1 J e //♦' 13 1J' 13` J, 6 //4 13` it a AA tJ• 13• 1] 13• IS - 1] t% 3 t r 13 IJ IF tt t / 25 _ 4� n (BOTTOM) (toPT--­ q' IS' - - B i 4• e I +' a (00T7.•) tY 5' TS' 10 f/ 13' Ij__ T 9 1/2 13 7• 7 1/2 5 ,n t]' ♦ 'Ir , (POP iC1 11' 1r .• I]" e` 7 In• a' IV ._ IY- IV iJ" 13 ,,,. IV IV Ir %3• 6 , 2 _.-... 10` a 1/2- 13' __. tr_ IV - b 1/2 +0" �a 1/2• e t _�.. 1,1_'_..j,-e� 9 I!2 e t/2 __v_ le 1/2' 1Y ___ 13' 13" D , ..-- a I/a' S 1/2" I ----_ 1 (BOTTOM) 2 Vom M IV _ .__ T` tr -- Is- _ -. TV _._- B 1/2 _., e0 1/2 i-- t/T ..-. ;]' 6- _.__ t (Borrou) IV 5' _ t3• II 10 1/Y Is- - 7'- Tr 7' 7 1/2 a 1/T Ir 4 ;%2. 2 (MP) - Ar tJ• _� r T v -- T i 'I-_.i__1 /1 /2 e ' R' ,Y IJ• 1S ' Air t3' II /2 3 t 2' / J" IY i 1 .., 0 /1 1} IJ �' e / 7• e• 3• t3' -IJ'--7•W B 1/a 9 1�`_-ir e1P, / J i 2' ! 0 1/2' 9 in• u .. , 2"6i Y ! Is' a' Is: 1T _ t3' 9 In ai/2� ! {' 4' 9 i/2 - B 1/2' 1'- �- ID 1/a - a l%a 1 / s I!r to 1/2• - ,0 1/a - 1 7 /2 7 ,/a i%T J T 1/2' 7 ,/2' _ _ , 5 /a _ ta' -�3'-- 6, / 6 1 2 / 7 I/2' Is- 11' -T 13' -_ a yr a_1/2' 6, 4'S / r a 6 //a' 4 T n : �eor7oM) 7 crop1 BO ( T7pM) 4 lTop ) 4 (BOTTOM) D (1O) S (aDTTOM) _ e (iC1PJ ia-' ___- 7 I!a' - _ ., a _ 1T -- ._ ,J - o -- _ 1r __ ,o' � tr - .. or Ir - _•-- a I!a' _ ._.. a ) s!°n°M Is' T I a / e' _ 13' 1]' i 1j2" ! I3' 7 2 / a e' I3, 21II / 8 is* a / 7 e• IQ* Bf 4'fa—lal2, ! 4 IV ! a a• to' _! 2 � r it' - / t s 1!Y e' -at / Y Tr / 4' e 7 / 7 ,Ja- a,!Y 61 / J' 7 (Ix) 7 BOTTOM (BOTTOM) )it a 4 (BOTTOM) T _ R• 13• ,J• tJ' r T T a' N 1/r 1 - a /Y Ili - 13' IV 1S" _ 1r - IA' IV 10' tY 10, - - 10•_. „• -- Ti;­„• 6" M tr -`- it 6 1/2• e i s` % a (W) - S (tO1TOM] i' 3 e" ... 13' iJ' ,3 ! 1 n _1r 7 3 aY 3' ! _ - 91 2' / _.1-.- 6 II /- f } .. 61 'e /x aP D ) - 8, r B i/4• 6 1/4' 6 1/4- a 1, 6 1/1' _ a (BOTT- a 1/4• e 1 4' 6 1/A` I ,/r b ,/4' 6 1/4• .,(S SO: aw 11 MR 004M n7E a SFACRIa FOR AWALLAT61's wfO WOOD rwA NIMDNOS e W AMILY AMPIYI SPAOY04 AND MWWAM LOOM 0WM= ARL NOWTID ON INS SCiEDUE FOR ED LM TWA MPGIED 04 SCHEDULE REOUCC ANCHOR SPANM BY WATIPLYBM SINGING SWAN ON SCHEDULE W IN FQLONrM FACTORS VOM TMOREMTON 70 K PMW. ROUND SPACAS OIMMNEO UW4 FA" SHALL Not RE UM DAM MNW10 71•AaIM AOOA,ID FOR GAS. AM" TYPE OW no WHIRAE. ANCHOR 11PPf I _ _IrrwM +feLomt . -. 1 4'r _ al ,/i4 .FA�ii leaf. I/Va _ _-.- earc-NIA. I/4.4 --. --_... QWN-. MINIMUM ArOHMA lACN16 (Ki 3 S 3 3 L ,n• 7 1n MIIWRMUM NAN P1) ] A /r �3 t A 'Ir 3 MNSM".t iBbO 3 _.. .3 ;/!'. i ,W3 - 1n • a 1/A'- IICRBR 1D� 6.RIMGt A, F -- ,/r_ .Aa L - - - - . _ t. I1.m r ILO ". ­ a» L . I— - I Im - ow J- 1D0 rm INN •• SPACINGS ONLY VALID WEN SPACER S USED. SEE Tj,�BLF /1 FOR MAX A.S.D. DESIGN LOADS at MAX. PIWEL U WHEN SPM.ER eq IS .USED. i 3' W3. D.M.,Q, r- ft - -. - QorO....... .---_-..._.__._.._... _-.---__ -----. _. __.-__.--------- ;.____.____._.._._l-.._. a o 0 0 0 o .LI r__T-__.-- I A�„___- ----- l I i_____ i I_ Il i I ( I f I I I i 1 , 1 I �', E I { I i I ' 1 i1 A _pmr A.S.O. DIMIN LOAD _ �TM� 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF W-2- > SO PSF TO 60 PSF 3'-/0' A MAX. PANEL LENGTHS ARE 0 VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS h W/ SPACER AT 12 1/2. O.C. ..........ANCHORS (SEE SECTIONS BI KTPJBMTNES ON SHEETS 13. 14. 15 e16)._.._... . .-.._ .-.._._. . ._. i R-1 o/13F R-2A/13, R-SA/14, R-iB/13. R-20/13, R-36/14. 31 'I +R-1AW/1S, R-2AW/15, R-3AW/16. +R-1BW/+s. R-28W/15. R-31TM/16. '•r=�---j I j L/2 I `: �-T - i I/4'A-20R1" &S. WILTS w,�l { ' • //- (USE FOR PARR L3?1G7H - MAK i OVER T-67 i !_ ' i PATER. LLncn, REG" PANEL I REGULAR STORM PANEL : a'_r • *40.0, -40.0 "A p OVERLAP AMO AFIEL lfllfilll OOL _ i _ _ (W/ T) e• q- .D - SAFEST NM PAN WD , 64 .sl I LIFE it I � P D OL'FRL,1P MO PANG LEaNGIH BOL fw/ >1 A n i :. USE a'a• MIN. PANEL LL147TI1 'j ,'>fy7T I 1 .S, 90L a1' ,tea _ , _ _ _ _ - - _ I, _ -- AT ALL 170UNIINCS ' I S.S. UOLIS W '. Al EA D j, 1 { Us . ) I _. _ I. I - I '..._ ..--'__- . _' __- -__ _ -- -_.'. ' I ., _ _ _ ,. .... _ ._ __ _------- ---`-----t,­___­_'_ -_ _ , . I I L , ¢f INfFTCNES AT_STUD ___ _ _. __ )-.___. ___.. S• 1 • 1 i � 1_ O . L ION L PE sAlETV-.. D.M.• 3�. PANEL BOTTOM CORNERS P 1 _ 1 1 ar a wING NUT AT -... _0vEN AP." WINO "' .. �: : 4IIo _ NUT AT Y j ai LEFT PANEL JR.OERIOR ROHT PANEL 3• MAR, t INSTALLATIONS ONLY VAUD FOR NAND ! , WN. R-IA/13. R-2A/13, R-3A/14. R-16/13. R-26/13. R-39/14, ,' wM,. SPEED UP TO 170 HW.PX R-IAW/)s. R-2Aw/As, R-SAW/Ift R-1BW/T5 R-2RW/15. R-3BW/16. -.-___. _ -... .-.......ANCHORS (SEE SECTIONS a KtEFSVJ ES ON SHEETS 13, 14, 15 a10) .. _.. L . _. .....- 1/4- MAX.. GAP I LIFE SAFETY STORM PANEL (') ELEVATION (t) T IN7• SCALE 1/4•-A- *1 D REGULAR !' T REGULAR i STORM PANEL (WN vjlf40 -1 ABBE VWLL n STORM PANEL 1w/HIN4.14" ' AT Aart 11 DAP r_,_..,E`. ••1i�• `. s �w ,/' I I T.. d' , '� 9 � i m ___.:._mac- a __'____ -- - -•r. x - -s>: r.:_ _ r-2_ .d- :_ _ _ _a.L� _. 1 Tt : f67 s LIFE SK PANEL ""t• * !or E FLORIDA BUILDING CODE Non High Velocity Our loans EXTERIOR n�SS�Og1 0, .- rLQ ° D'RR�`a Ac 24 GAGE GALVANIZED STEEL STORM PAWL ylu . _ TL Bi C O Lwe. GLOBAL PROTECTION PRODUCTS. LLD. 07 0 '� T 4em so. al Ham / .a 1w,---- YATL. n FAR,. SCAR 1 4•-1" ���"' N.-.awn rm .'�n.R .� +Ra,'� AIKKc: (M.)L6B•aro4a FAR. INY)•LN-B»R 20' INSIAUATIOR. DETAILS FOR LIFE SAFETY PANEL C11� INTO WOOD STRUCTURES TIP _ _1 T .. .-:"' ..:..�HEAOEP -", i1 .= HEADER ', x ... I WOOD nFi,CER =. ..WOOD HEADER '— , - RESutArn REDV,RED :1, °I , 111 i I. h' „ t A•B TAPCON 1. ."B TAN:ON y4'P TAPOOM I 1//4•B TApDON ' /OR • N` OC. I 1 .,{wcI'm O 9. O C. I 1 t AHOIIOA • 9' O.C. 1 - 171CHOR • 9' O.C, ) III ) 11 I;'; C O I'I° {� I , , 1 2) A• ,. , yy r 1 . 1 ( • MAX , I I ``. i I MAR I MAIL. -. 1M/AX4 .. '. _. ., ,, i MN1.- I % I I- I 11 I __ R i 1't I O A ! I _. (S) L 4 1 �^t1 -L II R 1 ,p1.ss,• i �?/ V BR ) t,/.iwx,r P I--. }a mLn 7 I . _. IF, :.... ''I if Ann w FRtSi111rj,R Y1"' :'"' I '. EXfIS7 Hi �t .r A fr�ROLR W Cl�+ttSPJSi' g i. AH RL F%ODTNG - QASS .-__ . - - _ _ . 91D-_....._-._ _ _ ' I w -..-. _. ,` ,, I. _ 10R.E �. CRASS ,l r- .... M U oftmAm CLAM _,...,._... , I I r U39M GUI -f1• 1.1 0 1. 1 PANEL MAX UNOM N 11 I 1 I' WR I - ,.. I .. 1 PANEL Ma M .. I : (SEE EJEVA1101 / 1 ! i Mr.. A t/' ! 8" (SEE ELEVATION NGTH 0 III ,.-,_-.. ,__. -1 __ I(SEE itEVA1,ON e 1 _j ON SIAEL7 12) I ry ,,: ,_..•..... Eli `i�IA110H I1. ; .... ON SUET 12) (SL7 _ Jlii 1 1 �1, PANEL I ,/+. .,.,:- -.,1 _ .DH SMELT /2) I --- i ._ ...- . I - -' -LA'j- ; _( . ON 5H1Q1 ,2) I 1 ._ I __,_. _ N 1• Min. ' L/2 I~ 10 oMA6� I `� I X KTOMYCIAI S. 1 -,.__, "..._._._I __.[ 0 �. yam) � N II--' It TOP' CLASS _ 1 -.1� - i ('✓' ',1 F--SFPARhTOR r-'I A 1 1/2 III i0 GLASS, I I„ (='0 p. • N ',1 '. i DC RED -IEEE_ tat , EG _ ( i ",., ,.: .... 1 L'ID. ;; 1 ,..,* T 1 IEl „ '- '.., .. J . i ._. i ENO. .,- } .• 'OA ill-, _-_F• 0 ._.-...... -I .__....I . , Ig � B9LK N '�'. , .-. �: �. 2•M' wt10D _.... -'1 115E Iwk re I , I �) t I ' ., " San . ., i 4Y TAPCON ,, , .. -, {'W TAPCON REOUOEO ' :I 4i TAPCON 7'A4" ! I 1011 oO } I I _-AJINCHOR O 4' O.C. MCNIN • 9. OC. -ANCHOR • 9' O.0 PLATE „OQO. 11 I STAGDERED W/ STUD 1 STAGGERED w/ STUD PtOUWED i " . .. )/rR rAP6'Ra I , �g�� I jtI AlIC11gR • e' O.C. ). _ i l PI:A76 wow - 2." Iwatw ''.1 : ; _.. I V - I MA 111 .. _._ •., 1' REQIRED - , _.. :'. __ REQUIRED ... T: . *wm1 L1 O I S !� I�flLR PA i�AN� L TEE SAFETY PANEL WAR MOUNT�NOS MAUL MOUNTINGS SCKE ]/a-,TIQ SCALE 3/e-1• MGM �'; GEN .- FLORIDA BUILDING CODE Non High VelocityHue can* Zone t. INSTALLATION ARE ONLY Vµ10 FOR A.S.O. DESIGN _ ? • 441 B7 •1 �°'° T"� OR:'_ 24 GAG GALVANIZED STEEE STORK PANEL OMW e,: PRESSURE RATINGS (p,W. AND PANEL LENGTHS AS I * : III /- • * `-' _'- e7/nnBm PER ELEVATION ON SHEE? 12. S - . STATE --�'�'�%• iL GLOW PROTECTION PRODUCTS U,1C. Yn 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD y' y,'-- : ... s9oD aR. 6, n �m --,-" MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �,r• . gORIO •.•' a •T.PZ-J Aw Mi�1 L. R. Ra WMrK Mtr 9uAE n SSIrY� 2G-17S ,T-r Lt-I.AA ti : NAa N -rA PHOW- (1e4NIRF7S4D. FAX (/S4MYd797 DENSITY OF 0.55 OR EQUAL. Si"•.. "••r'r+�+,+�'- r,,. F„L. awe NP. G-990p1/ - ASN/N. IBC A TUP 1W.. P.L N BIQT » O t0 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f AND CORRESPONDING MAXIMUM ANCHOR SPACING scHEDuLE FOR REGULAR STORM PANELm, msmufjois INTO CONCRETE & CONCRETE BOCK STRUCTURE. (VAUD ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 11: 5) MAX A S-D, DESIGN PRESSURE Mj MAXIMUM ANCHORS SPACING FOR WN E,O. PER SOiEDIR.E BELOW AYGPPLITA s' a MAXIMUM pANO. LENg1H In.) MAR A SO DESIGN PRESSURE RATING VMWJM ANCHORS SPACING FOR MM E.O. PER SCHEDULE BELOW NP9LIG9.E a 1. PANEL L .L. (n ) T1IPCON SOLID -Sr ply 7NAAC+NEIIII CALK•iN TAPCAN SOJD-SflFEMALE O P p 2NYNC-OWN GiIK-M mE m n m ro iE of TNtM, m m ro m ro m colon 6non > ' -� 476,-73 IY ,Y u• ,r ,r 1Y 1s• ,s Is• ro` ,o• , LESS >*7Q -lib m {i1B.-Ifa6 n• 13 1 a,/2 /J' 'e 1 Ir n 1n 7 ,n' 1 S /a" IV 4 1 " !2 L71t LESS 17' _n• tl• ,3• 13' it 13' 13' 1Y ls' to ,J"y 10' 1 (BTMOA) , _ ...__ Y (TRIP) T� eoRaM ( ) _u• 1s' 6-,/a" 13' _tr tl• Y it 0__ Iq' 7 1/a• tY B• 1 (nOT1OY) tY - t ' 3 11' 1,' ,Y t3• 13• �_­5­­ I]• IV -_ 13• 17• IV Ib• �_ ^Ili' tY �1 -_ a IJ i J _ - IY , • 2 _...._. 13' _ i 7 _. .-. t0• 10 ' .�...__ ,1' _.. r _. IJ' WO-1 ,3' • In' 13• 1` 3 6 /a` B, /r n 51/2*13 /a T (TIDE 1 3 1 ... 7 T ,3' _ _n 1' ] Ir 6 1 •' n - , i •lit 0 /2 / a 1s' . _ a1-' n .. 2 .� - - - �, ' 3 , " t - t '- 3 13' 1 3 i7 iJ' 3 a la' J • I - S��0. ilDpl t .. 11 9 1 :• t. i 0 a 1 1 0 r 7 1 • 2 ,3• M 66—twTroiT D ' e e q' t3'_ 13' -_.. -_... - s ___ a e ___ _ s _ e _-_._ e e , 6I e ,n 7 - 5 A' _. e - , a l 7 ! ___ 7r 4 (TOP) - at414 . r D i i• i 6 4 I e, 4' ___ _ / 7 e IS ,J• 3 B 9 a / 7,,, 5• a' e n 1' 7 _.__ . IJ_ s S t n t 3 IS / a 7 n 1 3 IS t a ._ 7 t n 0 ., _.. 9 in• e Y 4 , 4 2 ! s 2 / J e, n r t3' _ 1 2 n 6 ♦ oP (1 ) (BOTTOM) 5 (TOP) a % e e e 4 BOTtOY ( ) n IV 17 ,J' T]' IS' 13• -tY IS .-_ 1! '13---, 13• ,. _.._-_ - ,a - 1Y . ,_- . IJ IJ• ,J• ILA 10 10 • ._ _ B i/4' ! (TOP) - _.._ 5 -(W-", OW) 6 (Tof9 ._..-_.._._ 6 !•) , J -_ IJ R_ a 1nJ. 1 p 10-In 7 1 n It It' _...-._ _ t3• I!' %'t T ,J'� 13' e l/4' _ 11J ._ ts' n i 1' _ tJ` iJ• ...___ 6 1 4• ,J ,3• --... 7 In 19' e` S (Balm) 3 I' _...— _ - o n I' 3 6 2 / __�.. e l♦ 1 n ___.._.._..._ _ S n _ t' J _. a T/4' . ! a 1/1' _ tt ) a IaDR.••) ._._, _ N I {' .__.. - _._..__ e 1/4• ____.. 0 1/0' _._ a ,/1• d._.--.__._ 6 Ij4` 0 1/4' 73• 3' IY 10 1 2 1 1/2• IV 6 1 r 7 1/Y S 1 IJ' , (70P) iD !'e' 137 13' _ _. Y3` - IV -- 1 7 1�7• .__._. a' ,a' ___ IJ• 7 1/r 7 In 7 I/a i 1 "s^ 7 7 3 1/2 _ _ - 7 1/T' -_ _- 7 7 • ! IV 1r ..- Is- - ;' ,3• 1 t I'12 6•. ._... e• 'r __-- , 3 • IJ' IV -._ Is- I]' 12 B __ is' _ i - , 3 17 - is ICr to 1/2• 17 13' f0' ,o 1/2 ..-It- ll I/r n a• tY„ .13, n ,!2_ 7• 7_-„�„- I (BOT70M) 70 e'-o' IV ,Y - — 3 • ;_ 7 ._..___-4_—._. 6 t/a" S' T 7 3 - is'_ ,r - s ,' 1 T 1 / I S' _.. Tir l0 In tJ - it I 1 2 ! S 1/7• __ _ 13' IS - -- 13• _ 1 8, 4 / 7 9. B 1/2' / 1/2' n 1. 9 ! 6 1 4' ! 3 1/r . 13' u• _ 13 I 1 t'• 2 n. 0' 9' ____ 6 1/2' 9 1 n 1�' S 2 / ♦ {• /0• 7 1!2• 0 1 2. ! 1 i' D a 4 1/2' 7 Ih• _e /%r - 7 1 n 7 1 2 3 _9J' 1r-- la' 73 / 4 !IT b' 4,1n' t 6 T / a• 6 ! 1 (BOTTOM) 2 (mp) .. 2 ng710M ( ) J (TOP) J e0T1UM ( ) _ __ ,3' - f3 6 1 { Ij7 ____ e• IY-' IS ____.. 10' to t o 1 a 1 ♦ • .__.._ _ 10 , 2 __.L_ gala / ,:y .. t 3 3 1 Y e' __ .�_ a• _ IY ___ , • 3 ts' Io' 1tl a 1 _ I/O-4• N• i 1/2 -._._. _ 10 t/] _ ,tl , 2 / 10 1/1'11 11' f, t /T 11 n S ..-. e. ,1- 1/T _—_ I 12• / 1 / Y a A S 1/2 a• ___. _ a' a' lY u ! _ r _ . a, 13• ._.. Id• a i/a' Y 1 4 4 ! 3 _-_ . _.__._. r .. _. 7' II tFOP) — 2 aOttOM. ( )1. J OP _ d- 1TOM ) 4 OOP) ______ 4 (___ S (TOP) ,_..-..._-- S 8o7rOM ( ) e ,j7"17 . ,/r -- r _. _r_ ♦ t/II' 4 (TOP) 4 (eDTiOM) (lop) l ) 6 ___ _____ (Tp� - _.. - IY- ,• 1 '�•' �_ _. --� r -5-..._ ei/I ']" .: 13• .B i� 7 _ �3' t 3 -- s 1D _...._ 1' 3 TJ __ e' e 1 Y ! a 1/T' _ n, 13• ,r _ t7` _ 9' 9 12• / a In'. s ,/2• to' ___ TO1. n 7 I/2• _ Ir _ n s 1/r. r ] __ tr /J• 7 1�4. B ,/1' e'�4' a 1/4- a 1 P 6 a/{' 6 a/4' 6 IeDn.•A SEE SHEET it FOR ANCHORS IRK a SINLmG MO rMAL ATVw6 m10 MO MAN NUtD1'MS PiWATIM ON TiN SOebuLt FOR ED. Is mom Amcmw BPAom Ate ,eMMKY um DMINIy�[rA OARREO L13S TWIN PONAVO a SpRDtAL AM001 AIIUOA t10N M MULTWILAW MACRO aNOARF O. SCW UE BF THE FOLLON410 TACMW nM t145 OPCAA 10 K POSSIBLE. MWIJ= SPANM ONIAAiD USING PAM SN4U MDT BE LER I. 111114eM II414110 OUIMIEO FOR IAOH ANCNWI 1`11K OM Ties SomlIp" 1/4•{ 1/4'i 1 4 1/A'y1. 1!4"4 Tit IBAUM MAO-AEI --T/4'4 YA K-WAM _ a"-" WNW% ANCHOR SPA -THAN (IN.) a 3 , 7 S T/r R n MOOL IMIOK On) 3 J ,n- Y 7 A 'Ir A.- NFAMND40.1 NmI 3 A ,/r ,i 1/A' 1 ,/2 s ±n' Amft m OIfmu F --- --_._oai - _.. 3 ,p' .. _ _r AN, - e.Ai .11.1A.. AIO oil--- _ _ - ._... AAA _.._ __ _. -..._.. _--- ,m _..... .. _ a , __ IAo Im - ,.m " SPACINW ONLY VALID WHEN SPACER IS 1f5E0. SEE '1 FOR MAX. ALSO. DESIGN LOADS i MAX, PANEL WHEN SPACER IS USED. MLI&A A.S.D. DESIGN LOAD IWOMUM PANEL LENGTH 40 PSF OR LESS 6•-B' > 40 PSF TO 50 PSF W-2• > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS AREY VALID FOR INSTALLATIONS W/ SOW SET ANCHORS A VW/SPACER AT 12 1/2- O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES /4•0 IAPCON fJIST,NG P7D 114•0 TAP * EX ISTING PORED 1/4`0 TAPCDR. �ItcISDNG POURER ANCHOR O B' O.0 - 03NCIETE NM AIICIOR • B IOC--CONCITER OR ANCHOR • B" O.0 - ChMRF'TE . CONCRETE BLOCK % CONCRETE BLOCK ,� REQUIRED. RCONCRETE EAMED. BLOCK r -C2) A L, /// .. t } r In•1 IL/.• f ,,, 1/2' (im __. I fr, 1/T• 117.,/IL C/ -. _ - t ____-r___ _....- 1 1 /y� iS 1 1a I 1 t i I 1 i• Min. 1 1 1 f I I TRAM ^ I.3EPAPA EXRTNG n i._ I/s wLrt TO GLASS. I/•"W,Z," ' _ 'a AI N N11ALM GlA4p/ 9 -N q „' I.. '-1J MN.» 6� LASS S. ,/, ;.. im sm MNFS 0 y .,I, '� AI iA PR. ''.. acravr t li 1 •e7 11 ( I _ l p u 1 "L' AUK. t' MNt. ( P P pANFL ENOTH 0 I ANCL LVAI B I P ... . I I _..-- 1/. -__ _) .. (5EE CLCVNTRM II I , (5EC ELEVATION iII I MID. H ON SHEET 12) p0 1 _. 1 DN SHEET ta) F_SEPARATION' I I I TO A GLASS I I P . N I I 0 .. �... I 11. f+ 1 1 1 u :. 1 - Wa r '; I I 1 ;�' I i a• U7 ..� y, E !' - i F' �. ! i acn +Ar I ", r ti r' ; e w ,? oe I 4 CON •' H ) , "-.1/4.0 TAP .,. 1/4'. TAPCON• ANCHOR O 9, O.0 ANCHOR • B' O.C. D OSIING POURED CONCRETE 00 _ ERISTINO CONCRETE POURED CONTE DR CONCRETE BLOCK REWIRED.-i.`MICREFEE BLOCK REDUORED SLGTIQN 0-1 0 REGULAR PANELS A jIMANEL WA L Lj J 1 _I - SEE TREM to a to MR AIWSORB ANCHOR TAPE ,/41 TYPE a OPA M4 FOR NFAUATIONB INTO %wow sm "WA BUILDINGS. MNAOM AKHMA SPAOIIIOS AND MNARY EDGE ONIAMM ARE 040CAITD ON ON _ -WIRRel Allol,a a1MONo (W). 3 4..L 901 ''o.N,.r DnJ .- _7 SCHEDULE. FOIL C.D. LESS It" immATtis ON SCHEDULE R DUM MNCIOR SPACING s,MM'ON.AI ''i.; WA -,) ___.-A-_._. a1' MUL9R.YNO VACM SHORN ON SCEOULE BY THE f%LOMC FACTORS ACC► am mBQ fIN71011 , ,/r . .' f 1/T ._.. PAS 9e, Mo INS 00 MTRM TO w PONI ML, RLwm J.aw MANNED ItIBNp FACTOR iHM1 MW RE LESS TWA MNANUM SPACRO 00"11:11 FOR Mkl ANCHOR! TYK ON TINS SOWOLAE r , .. - aBo J U ' 1/4-B TAPCOAI = POURED ANCHOR • B a � E OR ?,K � COICREIE N.00N , ; REAMED. 4 11 (1 Y , I /a^ 1/4. ^'1 l '1AL _._ - -_- ._1 E O it/, • . r' '•' II `, 1 Cl)1 / ' /, % A MU1,•• 1' 1 B i � 1! It 1 I N-smr FXI F SEPAMTN]N/, 1 571(K II F1fIST1 �'.N G � tO GLASS. Ili OCAS - A- T..Iri_ ,`4V-3.1' ! - 4 Nun w ffl GLASS 11t, 1 _-. M � IUI _. � A rA II I .1 M 1 1 1 I R Y" MAR. N 1 1• LULL N , 1 I PANEL LDNCM R A ' 6 PANEL LENGTH -_ .: � p /' 1, r ___ SEE ELEVATION N I ( SEE ELEVATION n u 1' Min. t ON SHUT IT 1 I ON ) I 1 ON BHIEFT 121 2 M- -BfPAM110N - 1 B r I I l II TO GLASS. I A / P 1 l/ 2 / / I r 1 ... I /3� "� r - u• E.O• �' 1 LO• ''- '„ ' EO +KHAN I ,_- ) } EGI ".!` I I .L... 1 EO, L(4Y. r -.TES IKX rA. am" E01 "i/>? '•_ NtK MS ea» wA]e l 11.' a 12 I�R�,BR••• a0. J:' y e IB 1/7• aC. f 1/4•0 TAPQRN 'FU' 1/4'* TAPCDN ANCHOR O e' O,C. _.. ANCHOR • B' O.C. EXISTING POURED CONCRETE OR ' EXISTING POURED CONCRETE OR —CONCRETE BLOCK REWIRED � Il! REGULAR PANELS . "CONCRETE BLOCK O IL WAfIEL REQUIRED . WALL 408/11A,.•- MOUNTINGS SCALE 3/4-1' FLORIDA BUILDING CODE (Non iRah ValocllY Hurricane *4y 71 INTO WOOD STRUCTURES —_ Pla Virtpal Re ' i WEAO[R 11.1 � , wO� [g ns Vie Assist .�, _. WIRED ;; _.. -Ri 00iOlaRED'w9'Ur Compl Re View �.°m ill OIL lnc. ,. , 4Y tAPcoN i�. 1 .•. tAPCON nCe wi M 4te� a ,N ' _, . '" = tj th the nEE O 9. O.C. ! O a• O.E. a' �'I', . J V Debra 2020 N4St ii; An Fg I Anne .11 -� b 1` Afahr pr2 th Ed ti P LARK..__. ( I . I - 1 (DI(0>d, , N 1 OR MAp GKa •1, - Z.-Um., f B 11 � 1 MAX, w L-MAX .1 '. L II 1 .. A , _ PANEL II I i�PANEL LENGTH _:__ ..-. _ ..., LfNOTH e (SEE E1tvAnoN II G 1 (SE E EI:EVATON '` 1 ON SHEET 1.2) - ON SHEET ,2) II I II 1 K I' Mln. I U I --SEPARATION--, I �� 11 t' Apn 1 TCi GLASS (1) '' '01 N I IF- SEPNUTIGN.._. I ' 0 I N •0 GlASE. I — r I a ,�.1 1I— -4- ! _ . �NK EF '. •atKK , I . rt 1 tl - 1, �____ I� �. •. .. I _-_. -- I _ t IEHD. I i I___...,T E.G.� - I 1 l 2•A4' ,I'm 11 1 2'Kr WOOD PLATE ,,' PLAN WWIITfb t/4'B PANELWR PLUTS REQN ED 'I 1/4•P PA/FIMAR PLUS . ! • O.C. ANCHOR • 12 1/2' O.C. ANCHOR 72 1/2' ;; 1;, . NIIIIIf", WALL MOUy tT NOS 1t�RCEN it ✓ suLs 3/a-r . �: ' v ., I •` 44I FLORIDA BUILDING CODE Non High Velocity Murrlcone Zone) ' 'A * "M Tumv. w 24 GAGE GALVANQED STEEL STORM PANEL oIHAIH �, 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. x'CL•'• STATE OF P i4'bC --.. OWN" W,B DESIGN PRESSURE RATINGS (p,9.t) ANO PANEL ;yA'PO�: /•<0R—�-?";=�' �L N� CLOW PROTECTON PRDDUCTSL U.C. YIc LENGTHS AS PER ELEVATION ON SHEET 12. _ 2, FOR NEW WOOD FRAME CONSTRUCTION. W000 S/GNAT E� '�i•i1{.A My SL �� 6 R�L M[.wiL'wnw / 3"i4 r�: MEMBERS TO B( SOUTHERN PINE No 2. W/ SPECIFIC NI/I/NAM 'to f I;,",; , {II{} FH-tiR (.aH) hI_,ArPIgFG (BY)Bw-7e4R, TNT; (IeAI4eR.e3By 20-1 %S DENSITY of o.ss OR eDLMLass ~~ a pmA B- .. .I� rr DNNYM NP . ►E. Nskysaw w'Two: RPL16R A tAln PL r ,r-, Meal 41 or IB -TEEN N O U) 2 (a O O � V >� a) Q. O � c .Cm cv U -0 .- a - co 0^` O 0 O 5. -2O W /Ca O O .ems ICU U_ R.I. � rAn _ /� ai Cn i O W ,0-. O CL CU �1 -0 .— 0) 0! z z W J i _____ W ,4-, ( � v U) =3 ICU L_ U) CL CL (1) =3 CIO _0 6L L) (i) W ul = a Z Z Q J CL SHEET NO. SH 1.4 a EZ1/15. EZI W/1 a ANCHORS _--- - _ ----"-"TSEE SECTION Ul AS A,tDMATN'E EVIN ON SHEET 1e) -.. -- -- -- -' -'-"` '- - -3" Mao. -3" Nor -- I' MRn.I '. Mm. I i4)(M Nod[ 2) - (-�)W/SSW '9;(SEE 2} O tAFCiI tN0 =-, '- �y/Is•. ALVMNYIM DF P4P NVE! I/2''-rl'-`_ 0 o o 00 - -T "I 1 C I a. _-. __ ___1_ ._1 .--_ - ..�I. �i.. END PANEL) INTERIOR ANEL) ( TERROR PAN. T' � -.- ._ fl -"' ��T-7'-T'-t' .._ I rT ••P - IN ELl(IPITERIORPIUVEL)......-$�(NOTAESL2T3.4 �eASx'-,—-I _ T� L I Lit 7�t;�, I SEE NOT13 2 . 3, 14 ( I I ! , 0' PANEL LENG7n 1 * I I. 1 # P �. I.L' I If "�... 1 # ��__ 14 � I_ Y pf. 1C.0 PP+ 1 ] -, I 4 &T�n =°+WB IIA-2b'ENLAP� I I _ F SECTION AS APPL."Ml (SE ) I SOR 1 , Oy L• .. _ _. , .. _,_.. ...... _. .. __... .__ _. ...... .... ... . 1 - -_... _. _ MAX 14 JJ-LLJJ_L JJ_Lti,,JJ1LL1..���L1J111JJ_LLJJ1, 1JJ-L1 - 1_-_. ' 13- MIM.' I SEE i .. . - - _• '' W9. -' I. an �$E i ' Wn "Eloil 5 `L.rW/(@ ANCHORS NOTE , __ 1. I _. _.--._.___-(SEI SECNON ED Lit AIERNATRIE E21W ON SHEET Ili)__. ...._..._...__-__..--_ •_ 40 EZT/1B, EZIW/Ia TYPICAL ELEVATIQN FOR SERIES 2000 E-Z HANG STORM PANEL l Sf_ALT 3/32"=1" 1/4" lbx. CAP SEVTL�1L�-A ty %... I....F##NN SCAI.F• 3/32'- I" , N �P A. TIQ 11-4 x .44167 - I*". * .* - 3 STATE `'°A, FLORIOP11 l"+,IHIIIHI tEN,I(VEE%-31NL ENGINEERING EXPRESSY PRODUCT EVALUATION REPORT September 1S, 2020 Application Number 17009 1 - R2 EX Project Number 2031543 Product American Shutters and Glass od Manufacturer rer c u All Manulactul or Address 1540 Donna Road West Palm Beach FL 33409 ProduCt Name a Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: I h r uir meats of the Florida This Product Evaluation n Report is being issued in accordance with lire e e o pro g q Department of Business and Professional Regutaion IFlorda Building Commission) Rule Chapter 81G20-3 005. F A C . for statewide acceptance per Method l(d) The product noted abovo has been leslld antilor evaluated as summarized heroin to show compliance with the Florida Building Cale Seventh Edition (2020) and is. lux the purpose intended, at least equivalent to that required by the Code Reevaluation of this Product shall be required following pertinent Florida Building Code nwddicalions ill revisions. Substantiating Data: pRODUCTEVALUATION DOCUMENTS EX drawing #20P31543I1lled'249e Galvanized Steel Storm Panels tHVHZ 6 Non-HVHZ)', sheets tS prepared by Engineering Express, signed b seated by Frank Bernardo, P E is an integral part of this Evaluation Report • TEST REPORTS Uniform static siruchilliI lieIlormatica has Wen tested in accordance with TAS 202 test standards s eI lest ra N8T-A 17 I kw er Testing Inc rt s SG 00 h Blac al P4 1) Y 9 Large missile Impact lesislance, and cyclic loading performance has been tested in accordance WITH TAS 201 and! TAS 2031es1 standards Per test report(s) 08T.ASG 17 001 by Blackwaler Testing. Inc. • STRUCTURAL ENGINEERING CALCULATIONS Sir of at engineering calculations have been prepared which evahiale the product based or cumpaI alive and/or rational analysts to quality the following design criteria 1 Maxirnum Allowable Spans 2 Minimum Allowable Spars 3 Minimum Glass Separation 4 Anchor Spacing 16D SW 1211 AVENut SUITE 106, DEERFIELD BEACH, FLORIDA 3 )442 (9S4) 354.0660 1(866) 396-9999 TtAM(f1ENGtNEFRiNGEx►RESS.CDM ENGINEERINGE)rPRlSS,COM ,Ulu CEDr1•TM: t '• , in .� B~ r � K: _IFS II-1 I , -1, AA,l Wl L W, Ai e >s S - -1` LL.. -"�t�: d" E F ITT: I *a ---`G,:`O`, Nr, inn F1t14 Iu,ILY. lei u._ 'i LarM FOA -,i cwtl' ]UirI U �_Xzl."'_..`� Mi , M1 ti Ol:cR:w1- f(ra6A7 411. l YLT -'-1=I iIXNKIIH1MN,WINL:1{1 ,U1 • E • �,, 'I'll k 'LAST PAVEL(3) TO BE INSTALLED AT EACH OPENING SMALL ALWAYS Of PROVIDED W/ REAR HANDLE TO FACA.ITATE INSTALLAT10N E MtENCED TO BE INSTALLM FROM INSIDE OE STRUCFURU NO_ TES._i (i) CONCON I S AN .L a C,lnt TRACKS TOP Ar �M SYSTE 4 (2) END OTHERWISES SHALL A STOP BAR SFELALL BE PRIRICMI)VU AT TTOMOP O�KC', PANELS (3), IF PND PANELS ARE CONNECTED TO BOTTOAA TRACK, CONNECTION SHA3. CONSIST OF 1/4'0 20 3/4 M.S. W/ 7/8"0g3/32' WING NUT OR 1/4"0.3/4' Min THUMBSCREW INTO TAPPED BOTTOM TRACK F F Y E T F C LOCATION 0 S OF EN MAY B A EITHER 0 TWO ' EXTERIOR FIJ,7 FLANGES OF ENO PANEL (4), IN CASE THAT ENO PANELS ARE NOT CONNF(TED 10 BOTTOM TRACKK ('e. A STOP BAR IS ONLY USE 1) Al TOP) AT IEAST 11*(, PANELS SHALL BE CONNECIEP TO BOTTOM TRACK USING SPECS INDICATED ON NOTE is) A&WE. IN SOCM CASE, CONNECTION OF PANELS TO 9^TTpN IRA!; h, NUY pCC',1P .aT ANT' PANEL. IOCATON. '1' INSTALLATIONS ONLY VAUD FOR WAND SPEED UP TO 170 m.p.h. `2m mTTfm IN, 24 GAGE GALVANIZED STEEL STORM PANEL "'M, L G C O Lilt GLOBAL PROTECTION PRODUCTS, LLC. eI/a7/ae30 WAKE; MOpt .ado 5 R. 51 sRLn Me r"AIA++ Wgng A ALrw LWAL 11 =14 20-175 R nw>__on .n_.y. FnOwE (46•KMP-7 FAA EDa Adl_b7P) ^)t« U-0NM w APeM,w r Cggnle Ma Ill%A.'Ico PE 1w w.w t7 V Ti Olt ENGINEERING Page _2 OE All American Shutim and Glass - 24ga Galvanized Stfti Storni Panels No 33% Increase In allowable stress hall been used In the design of this product Separation from glazing IN not fecluned for Installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impart Resistance has been demonstrated as evidenced In previously listed lest report(s), and is acrounled In, in fhe engineering design of film product. Wind Load Resistance Tlss product has been designed to feslst wind loads as indicated in the spat) schedulers) on the ras=V9 Product Evaluation Document (i e, engineering drawing) Installation This product shall be Installed in strict compliance with Its tespecINO Product Evaluation Document it e engineering drawing). along With all components noted thorem Product components shall be of the material specified in that product's respective Product Evaluation DOCunanl iTe engineering drawl n9) Limitations & Conditions of Use: Use of this product shall be in slxlcl accordance with the respective Product Evaluation Document (i It engineering drawing) as noted herein 'A i iN II Superimposed Holds and shall be of a material All supporting host structures shall W designed ad to ins I a c. Host str ctur conditions which at not accounted for Nstatl m this product's respective anchor 6chodul u e e e In this product's respective anchor schedule shall be designed for on a site -specific basis Uy a registered pnolosalonal engineer PJIcompnnentc which are permanently installed sheII W protected against corrosion, contamination an d other such damage at all limps This product has been designed lot use within and oastde the High Velocity Humcane Zone IHVHZ) RCNpWI,Ul ly "'.4 b . -_-, k: � Frank Bennardo,PE ENGINEERING EIEPREsse 4P8(NW6549 I Cen ALnh Q885 160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(066) 396.9999 TEA"0ENGINE9RINGE%PRESS.COfI ENGINSIRINGEXPRESS.COM {+ �: ,t unit I,- 9. - - —.111 I"A"..tl x ,r - IT�7^7-7 N'�'-7"7-7'-7^-7-J Inv V R. a. R. _. au LL :': 3 r.w A uM i 1a. Tm;, ` I' } k-a .,I - oA u F= ig T , T z - r. -,; r I - T N I " 7.IJ I/ ,7CU T v4r HI-T. - WY: N, +PP` 3 I. JJr L+1 ^tin r _tie {< a� w YC T('N . 1.+AJA }F1 . M-,- 1 11�a' - 'K.U. rL' 4, 1 -M AY:, x 11T1.U' n CCRMGfROOP MOUNT 9GCTRM ­1 I V' W. 5!IiI �i _y1U.'e A'Y 1 .1 1 IT K,JNMA) LA` ' % .NLV;:`:tl NXA..ICV+ f,- :4-x. •A,lr4"-. wrT- N_JJI NUJ -L J , fX+ k - •I_I WI-. u.N ".- N _At Y: p1 A.!Aw A: PNIT W 1 .r.li.FAT"v 2 l - . J. ., r.W vcinx _ A ¢ F Ilk "IP �a2 •:11 is • R 0L $ � in i ellp /j pEppp+�E - �A Pt u 31AW1H-.S.I✓-.9, I IY- 1' lA II+Y1 V:' 4 {r {2 e E ! T31 t CNE ttE ., - SER C 0.:7'1 �-"FI:,4 Rd i YFL IF 1V. I Nl,-Y rl, I:M r - W1 ,m 7 • cars " ,rx:-.aAVI "�IXX1 1:,: 4'm0: 11. w' LY- tsa•U;1:41N�i... "'"T' 'n"s,•-" µ'T1AY1 ill' -ll: L• `A -"rM 4F IT..1t1 �1%' ]S-_ -PENT+, w.:, „n w C uitinc- 9L °SFi'E �r El / > rn. n „•..: �` • x n 1cx'rrrc1 ' Da 1S � C � � S �'r 1 •F IF aa S' mNNerFNMCAEN«ue 20-31543 A rn6X oYAcwlmrXi; ,...tin a^,'Inn �_,.__,e� 1rn xiTZ /l OPS3N/A T4D/AOTIp%Cl0$UREOa"1A1L�,,��­..,�' ,'t1AciNr­ A. 1:_ II ING/I I,xIN NIXINI M {'.ID1N "�,) INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL 1 .INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES G. __.. _ .... VISITING POURED .._CONCRETE OR 1 -.-P TAPCON CONCRETE BLOCK ANCHOR O 12' O.C. „• -:� REWIRED. ". r , 1, 1 - i/4.0 TAPCON I. _ 114x1' HEX PLEAD TEN INCIOD HEADCR .'.. - I "" . 10 I401` MEN NEAR TEx ' _ - ANCHOR. 12' Or SCREW EDGE 0014' FROM REOIPRCD ".I EDGE OF(64" FROM i, .}j:�l i ._. _ {/'�, 9) 1 '_! 12 1 ,. I- 1, `Min. li "., I ( ,. -'I 1 '� ! I /2" Lwyf.A_ i 1 I. xNl' I I LS aDL/5 R q9 N w£R.P�1 SPITE w'1 1 t i/2' �OPwaRln 7/2' I- MNt. 1 1 • i 1 I Ym_ Ir'SEPLMATION '�. 3 78'e 8 _ I ))�� - LG%IMG-' TO GLASS E I AL ILA ���7���...,,,, A�UMMUN POP gF1 w" POP t0 CLAM �/': , 11 - RN7? R - k MMAI :. � R - 4 A ' ill -��,A 0-0 16-D ss e,Xt1 i1F"" 11 ( MAX t/aY-7At' R I. r _.., _.,-..... - .._. _...... u P 174R a ,_' 'I PANP3 LENGTH ! ,,, w,R"A.. tltl i ,.._ _...._j PANEL LENGTH + tl pTjFI��' N. iT 1 A B l T. u a• W. SEIMA4 I �/��7 11 I- M41 l I I/ a 1___ OfASS. 1�.' TMIUTABSCPEW N10 !r 50R TOCL CLASS i m I. ...I/1'e-20r7' OF 1• II I t 1. 141UMaSCR£W II I I r 1 I f tA "'"� I i ---i -I I I J E.r 1_ I .__,JI"- - __- 7/2' , tlfr /2 ! ' '_1 '. C) 's+ _ 1/4'/ TAPCON NICHOR Tr Ox, 1/4"P TAKM ISTING POURED 2'.4' ROOD y PLATE uiCMDR O 12' J'- CXONCRETE OR CONCRETE BLOCK � BLOOMED REQUIRED WALL MOUNTING WALL MOUNTING SECTION EZI ALT NATIVE EZ1W SCALE 3/8e1" SCALE 3/8-1" ,,,'0.N NAFN,N4 �R,a: %, C.�_1L'- ' ✓ 4. : ate. '''Y Nse "... S FLORIDA BUILDING CODE WOO Nigh Velocity Nurrlcona tone) # 42 MIN, PANEL LENGTH : 0, 44 " n2d]o n:lrc.. Plc ". SHALT. BE 2'-6' .,k ; * ? 21 GAGE GALVANIZED STEEL STORM PANEL aAMw w 1� INSTALLATION ARE ONLY VALID FOR MAX. AS.O. DESIGN *. PRESSURE RATING +/- 40.0 psi. AP 8'-0' AlA% _'." R7/ar/adlo .. _- --� I L E C O_I GLOBAL PROTECTION PRODUCTS. TLC. y.q STATE 011'.� PANEL LENGTH. P ' F IEc a,Ir, SSA 2. FOR NEW WOOD FRAME CON57RUCTtON'. W000 Q' 1 �� Nv[Nh3 utnCFT ,4, ' URIr No «�rIRMO'. y1,wR'N° rr� W l. At 9y�Hal w 2 5 "' MEMBERS TO BE SOU RIERN PINE No 2, W/ SPECIFIC -14 ,3/O L,/ rMI «. Im1.. .NAx1L l4'Y}4DA )Pis t«, ht,M-nrvt 5 CA-,r�Fy l!°^ �'Ar � r--,,,••,• DENSITY OF O.SS OR EQUAL, i,NNaRN /3wMt1YME ,Arc " AMRP A N•in !r PD Au ',.�-wi n 1, ".7F- _1-.-_.- 1N1(Tf 14 _I- fWLMR WON t. Dyl ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE Frmnnr gort, ILA, HTtS, i)FSTGN PRESSURES: y r°" aln. + - 24ga GALVANIZED STEEL STORM PANELS (HVHZ &NON-HVHZ' 15 N OTd•' . aS NOTM IN DESIGN DESIGN NOTES: I SCHEDULES Ia WIDTH UNLIMITECi POSITIVE AND N GAtNE pE$1GN PRESSUREy CAU IIATtO W n x x (PERP, TO PANEL SPAN) FOR USE WITHT IS 5rSTEM SHALL BE DETERMINED FER � � IS SEPARATE ENG WEHtING IN ACCORDANCE WITH TtiF rY` E¢I GOYERNiN6 CppE. ASSURE IREMEMSH T rOP MOUNT (CONN DETERMINED IN ACC�ORUANCE W. M ASCE 7 AND CHAPTER TYPE AS RCT)'D) SELTIONS R UAL TO09 OF THE FTHOW OA E POSI73VIFDINC CODE SMALL BE OR NEGATNE ESIGN LESS THAN wju ryry OPFICNAL /."-aD STITCH PRESSURE CAPACITY VALUES LISTED MEAMN PORANY a uS 6 BOLTS WITH WASMERED ASSEMNY AS SHOWN I" LL @T i5 WINCMWI FASTENED al N g EII (; OVERLAPS 0 MID6PAN (USE C F IA -e '� APPROPRIATE SPAN TABLE) GENERAL NOTED: V � a9 u ]. Thtt6 SPEC 1PidnTION HAS BEEN OESION®AND SHALL Bf FMRICATED IN 01 w r L = ACCOROANGE WITX THE EOVIREMRATE O FTHEFLORIDASUlLD1Nb CODE Y1 �l OW PLAN VIEW 59VFNTH E0F_ ((U171FFVVPUSE INSIDE AND OUTStOF GF TILEHVH]"'M / 'DO 61 TAB 20L 202 AND 203 TEST PROTOCOLS, CONTRAqCCTTOR SHALL INVESTIGATE p 0.ND CONFORM To, ALL IACAL 6UtILMG CODE AHENOMENTB WHICH MAY +t'AS ❑( APPLY. DEGICN ., Mu aErYONIt AS SIAREDgFH[RQN MAY REQUIRE En " rF� 4 E RD'156 2DA NO 1Y1NAL 5/3'U, iNCRE E LIC N AE ALLOWABLE bTRESS MAS SEEN USED IN IRE M. ('���J1 p N. HE OF THIS FNGiNEEP OF RECORD FOR THE PRO]EC7 „/ RUPERSMUCTURE WITH WHICH THIS DESIGN IS USED SMAU. BE RESPONSP LF 0 FOP. THE INTEGRITY OF ALL SUPPORTING SURFACEESS TO tH25 DESIGN WHICH G m / SHALL 9E I%I PLATED IF THE PERM]TTING CONTRACTOR. 1 " 4.. SCPARATlpt SI If C' EN NeIRIN6 SMALL ad R ulf eD 41 Iz g Y,r .0 I SMLeA tR K V E8qq ',9 CADtRTO DEVIATE PROM LDADy, O11! T10N6. OR SPANS CONTAWED < BOT7CYN MOUNT , ( ) w HEREIN. CONTACTTIIIS ENGINEER FORALTERNATE SPAR CAL.CULA"nOrISAS - \ I MAY at REpLAIR (CCXWN R O ' I S THE SYSTEM DETAILED HEREIN LS OEM Bit AND DOES NOT PROVIDE N N IHPO MATID FOR A SPECIFIC SSM. FO SITE CONDITIONS D04EAeFT FROM W uuullL R N R N r u. $ AF RQ,B91" r 0.375" THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER Op RECENnERED EPH---� T WO g MAY EE AT T lJ !KKK ECTSHALLPREPAAE SITE SDF.CIFIC DOCLIMENTS FOR USE rN ^ p = Ek 1, OM CONJUNCtTON WITH IMM DOCUMENT '2[ Kr 6. DLaGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TFIVED 1 TYPICAL VERTICAL MOUNT ELEVATION PREUtigtISDIVIDEDBYA1.55AFtlYFACTOR, � , "03 f ALL PASITI ERS T49E j;'Ya OR OR[ATE0. BAL GRAD[ S UNIESI 110"D 4 ERL E ASTENERB SH O SE [AD IV FIAT! OP OTN ER 1% ► N T S ELEVATION DELI Y38 F A A E = CORROSION-F ISTANT MATERIAL ANDSHMJ-COMPLY Y•ITH"SPECtF 'Ohi5 FOR ALUMINUM STRUCTURES" SECTION 1.38YTIEALUMIHUM ASSOCIATION, INC,: AANYAPPIICABLE FEDERAL, STATE, AND/OR LOCAL CODES. V � Ii a A STORM ARABI5 SHALLBE 14GA%72EL E•0,424" TOP MourvT a ALL LmAX RN FAN l FORM lO ASTM'A612 TRUt�4ML0uALITY CONK T'PE ! STD EL5 SHAI CON S _ A STCE ,LALV VA 1 DCOATIND WITH MINIMUM Wal i. 4 REQ'D) (SPAN ABOVE 4 K N t! Y KS iRUCTICNN) 20, ALL ALVMWUM ENtRU510N9 SHALL WE 6U63•T6 ALUMINUM ALLOY, '� 1, T NOTSO OOM DETAIL a 11, TOP 0 BOTTOM OCTANES MAY AIA7 6E TNT[RC HANGED AS FlCLD �CEI TTOM I:ORIZONI A OCAS AFP PANELS NAY BE MOUNTED VERTICALLY ON : j M4Nt CgN K ET AS APPLICABLE. --C N,t UNT NO CONCRETE MNCItORS NOTED HEREIN SHALL C EMB�DEO TV Q �$ -�'�N.j NNTY NON -CRACKED CONCRETEONLY.INSTALL ALL CONCRETE ANCN0A5 PER B paqO ITEQ'p) MANUFACTURERS RECOMMENDATIONS. R1 i �p a Iy 3 • g 23, THE CONTRACTOR Is RaswomaIRLE TO INVULATF OH PROTECT ALL s P T7F rA ME BE FRUN UISSIMILA0. HATER S TO PREVENT ELP.CT0.0LYSI5, N 0.5 ]AL t YT 6 t4 ENONLY. SEOr THIXE4 HEREATION ATES TkUC RAL DESIGN A6. 1 qii c -OtLSTRUCTION IP 9 a� r T}VU a� N ONLY. Il OT TH / FICA710% 8 CONTRACTOR at. I. 8 snow 1 sE 1s s A o ER AT A vduY Loc 10N MAY 1 ) pp q INCLUDING NINES A YPS M RMLE TE ENGINEER F AL COST A IAHA15P5 Y� 0 49 IN APPELLATE THIS RESULTING FROM MATERIAL ' M IN S p, WHICH C0ILSYSTEM ERECTION, 0 CONSTRUCTION PRACTICES BEYOND THAT / lit fffp LTi IYQEVIA D GLLED FOR BY LOCPI, STATE, g FEDERAL CODES B FROM 1E ,T 27 By3 211E.-FI-1111FIE DNIAEn OF TH75 ESSL. SECE 13. EXCEPT AS EYPAESRIY PPOVIGlP HEREIN NO ADDITIONAL y E t C6RTlFIGTlOxS Gp hFP1RMAi[bN5 ARE INTENDED. c i{S ]d. ALTERATIONS. ADb[r1D((JJ55. DROTHIS WRTIFIG5 rDTMIS WCU MHTT iii 9N ARE NOT PERMITTED AND ItNN10ATC TM25 GTRTIFtCPTIGN 8 Pt I LPBx 17. IANELS SHALL Be PERMANENTLY UABELED•WIfH A MINIMUM OF (1) LABEL '6 6 FF � �' a0'Tn'7M MOUNT (DONN (SPAN DELOWpER EVERY 3.0 FEET. CONTAINING THE FOLLOWING INFORMATION' Lr CyE TYPE AS REQ'D) DESTRUCTION) AL TPAIM REACH, IME6 AND GLASS wY it OP72onAL -20 LTITCN TAS 201, PAS 202 A. TAS 203 alrinbpraWNR %uwxnlF PANELS MAY BE NOTCHED 15 REQUIRED, FLOPIOA PRODUCT APPROVAL NUMBER / PROVI DEC THAT CONNECTIONS AND BOLTS WIT WASHERED ANCHORS ARE USED WHICH SATISFY VANGNUTS FASTENED B 20-31543 SPANS ADOVF A RE OW 0851 RU11 ION, OVERLAPS Q MIE/SPAN (USE APPROPRIATE SPAN TABLE) VISIT 5CALC.10131 W3 ■ $MO VERTICAL MOUNT ELEVATION P1A0 >':H ;D_J1t70^0 1E,, r.•U,- :IPfMe ;1TIP _t I ), 1L 'H rJ _ z NOTCHED PANELS «fir ( _ �ri 1 N1.'.i ELEVATION r•Lw-,RiRAL,,LAIIR: RCMPITt A A....a WABL A PANEL SPAN & GLASS LLO E SEPARATION SCHEDULE: 24 l" UL-E PAN EL-- GAUGE 1MINIMUMST 1N A 111 M A 51 ANAI INMINUIAM'• (IMU, WINT12UNr4 A SSENTIAI FAA:I I r3i MAXIMUM DfsIA:,N AI.IO A w N1 I I I' S NS AUAI LTN Lr45 SHAI RNIS nP 7 TI N HAT G A f Im1swRL : SPAN rNA I MPN 30 ABOVEGRADF IMAM 1U' ARDVGPAUf I (01,11 i F •11% 1_ _ ri 06 n - . 11i , 1 +(rD ,IA401n I*DIn I I NMI. 116n, a''<5 L46nln b.116 NI ,"'; / 5U 4j LBOD'In S.M In I tit } b : t5 / 9 1p6.e In 6 (Ism I.I .. t 5 n _1v-6- J 119.z Ix - - - .._.. -_ - 6051.. _ _ ___._..___I 231. HEDULE NOT yPAN 5C E5: 1. ENTER SPAN SCHEDULES VIP NEGATIVE DESIGN LOAD N PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH A A i POS VE LOADS 1E55 1Y1 N OR EQUAL L O nI QA Q NEGATIVE DESIGN LOADS. 1' "PANEL FAST ENEES" ARE STUDS USED IN 2 E TU CON7UNCTSON WITH ALL. MOUNTING EYTRVSIONS '/°-IRA R 7 ( C . S tK1DEp ANGLE, VC.). USE 6d5' 0 C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H"• AND "U••HEADERS (INCLUDING GUILD OUT CONDITIONS) 3. UNFAIR INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAO- I F.NTFR SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO M71RMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTE(.TFI) 2.. SCHEOULF IS REWIRED FOR USE WITH POS177VE WADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE,. OTHERWISE USE NEXT HIGHER LOAD IFOR INSTALLATIONS OUTSIDE F THE HVHZ AND OUTSIDE ESSENTIAL OR INST tlN50Ui5 0 TSI OF SEN FACILITIES IN ASIA WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION 5CNEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING ES REQUIRED. j MINIMUM ALLOWABLE SPAN SCHEDULE (Ts u- PAAWRFE,-5j- - TOP MOUNT Y 5 lira 3 x5 p ,I . L A- y a A 5, " r. 11 - 4 $$I -I N H• Peso a^ a r -LE n4 Heeapr o• D" 11 XY 2a" 115' z 2" 21F 0" 24' as, 2e' 'I g A 0 don CrP 2 r .S' ' 2 r 2r 0' 2'r 27 ,V L 1' 21F T I 1" 1" 30' a' 30' 1 1 33' ,i MdA,% ' iroXA 2 24` 'r 3U' 2B' 2N� 4s' 33" g9A is" r Rr So- 2r 56" a SgW AN NAwM 2X 77 22• n• 2B` 30" I1, a7 2 2" 20`W _ D.ed MOIPR 24' 90' 4s" SIT 29' 'a. A" 2C' 4B' y Malon O' P 27" 7 r x:!,' 2 r a r O 2 r 'E• Tr - r' ! 2 4" W 4C 517' 2R" 4e' +r 4B"R llC OIX " Il" 7r' tIC IOAk Is' A9' wN IN� � A w L R1 021 Md h ViK OW W Y „ I SPANS S,bWN i . Mf MIMM4M AI,"W - IMAMS •",Ar, all ANY La.EMAra a. H,Al"- (oPUPKAH..T PCF OA Wild. , .AMYL LFN6m11 LLM ,MAN 111EKE NOT£D IN 14.1 MIDW fig:.71 In 4(S 11AAI, .NORMPA NMU O i P4RRMOt 00.1 l M AS MFA„A IMAt1/n - J AA3IKETYYL ➢AMRn•1 ow N .. MAPPING n W P AL 1 r IN A 05uR "M l:i 1 SA in " CK, C OHn"" L W ILn1A• MGM { 1 M E AADL9 mt M 4A FS ENO* Gil M1 A T Ili 5 PAAA OW .o, Mail YrrT eYRDCV i1rAJNriM6 CON01 4!W ED ! lYON.xOM (RA65tiINU MAro11 IN • eN00 AIP 1 V 01 tall 22 • wI1W W wA1MM,t grmfA, ADLTS AMPS OAhtLb g 6NTH win, MNft pg PA}Alools A2.3'OA Call ( 1 Z n IYI N A n3NA PpA 1. •4NF1s .PAN M MI ItNP, uSINS a 1oF THE dmr7lNL Or 0R EOflOw a r5 ERR W NG Pal OCILL'x" - uM NAr IaDVN )M, ill nOL'AI+ N T,eR4 UL{ l 1. Nrx r (.D,la SaA A OgAWTNRa `Af 11 rl OPTIONAL INTERIOR FASTENING DETAIL Nl.. T� _. wIn get -2 d (P F i " rN 9t�'� ,> M V1giiHi k AD li11Qa A44A• 4 IJ Z ADJACENT vllt , W S PANEL 1-1 a ' 1d 11' T n. A09w110 410,,r,1A 'llIId4 TT Yril % olA ML t `wA5"15WNRNr ,M,P,S`K.a�, Q 8i isi(I„ Q1� �]aAl' $MPW % MACHINE .R w7wA1.*"0. WIK4M o tino. O,r- I N P+ `�i g9I AR w 4.1°'�p`1 711t1 L L L"ONNt4 N W APACT., ACT., Exrn fix ro MceNr u,t AP Y+ P ll Ah! p I A y R0541h M(war I4l 171R 'AID D)h9F AS nFo m V :t"i Pu AMyyA Ge Ri 11.„ tit Il y . rj 'S p � Fii�yRF N' ,N _ f=­"�-"-D= REO : - Y1P IG15 Al ct_e'mlRr.•Wn NMxr,..f 20.31543 HS,,"A nNr�M" WUW'TnM,NL Y.Ut Mai. "Aftaiit A dl•NaMa Toad P[AM PAAA!L AWACEN9 I f4'AN5 pANXt 1 m QPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING 2.2�" - O 2 i--3 ? " 1 250" -I-A O6o" X� 7 Ui Iv sl uv A O.M.7501�1 z $ ld ? a , aL. 0.1394" 0.094" �,125° LF .6j.. iE �' I'0.625" Q J. N 0.1 S" 2 TOGA 5� 9 A 8 Q 3 L aI 0.094' ,I'i44" ~� d7.12dTYR, TYP TS T wMI E1 o.oe2" U L 030, 1,930" 0... .375 n ,062___l rD-325" z.�D" �Ul R MI L.ls �-1 .030" _ z.t7oD1 nJ 'P a50, -1 z.orNk^ I- -I z.D�„ �.TYP awxIOL, w ANr1E J-PANCLtlAIRE < 1g1 - �:321" L1aD" T, 'N• 1{E,A,OCR m"IJ• HEAlip W71L0-our 'u" REAPER ©-•- I 9 - ya Aj JIC+�j,I 1,51 LS6C� -1 3.380"MA%. .11 0.313" 0. 1 + .;id.,^z 1.560" I SID �A�9- D,i76" gg22 q3�2 �- -� 0 L � 019 " 1-{ _004.645" 0.1", j r .17 G55" O.BNi" 0.350" t.007" I'A z G.655" p 0[ „M�I r .� 12,500' PANEL COVERAGE Ei-- ?- eja3' 1- orbi��11-- 14.875" PANEL LENGT R, E 11n�r, k. ��( � T_F (- 0,545" I 0.5 4.190' 0.2�' 0.050" I n QM CA PANEL V 11 Lai j�, .. 0 OIAECT1aH t_0.oso" TE(I_ D.090' TI =;.S RAr EF �- -D., SSCI J"•1 2A00° _ p 09D"�.!AwNlrwu 0.215` 2L5 d 7I D" R0135"_ .305" (j, TYP TYR. P 0.090 0,700" ND r 0.957" �a,NL9-0VT'C" WAGN �j6gL, &I Mou - mLACH ��- REYNOU WAVIER r0 it I . D. YN. Ur 0 77fi" I� '�55" at i Q 4 1. T i r d lEc ��� - Olu-noN MAY. Mt m Q r D.las' a s. L9j 000"� Typ ALSreasEn Pr J Ly Z 'S TW IE1TKzDI Z L3 s ., 111�:,,uU rR. "r' ANKLE - 2 ?YRIA:pAV1 Nr N: _ I �"" < �y 1 N00" it 11I. ].a 1.1, 14,1111, (n 8 N a OVERLAP Lti tb":L r J. �,a5" MAX. fin ®+in 4"MRx. A lNW1FR CLDRURF pETAIL_ ' I 1Z 0.1FX " A r nth b /`.25"MA;;. MAX 7 .4M.. � "I'- U E."'iMYYf ar,'Nn 1.4. - N 0.111IE1T W U W T B I 1 line Yl' w A•n')Iw1N1 J" tL1 tX d 1 low DISTANCE 4 � '�[�/(,jj, �� N r1n11 r , `d�rl A, c _j .Rr Tier r J 'Z­-A".LATSe*. 1.ODD" J Ina 7 _ "I I_En''+,:ILGY /n:..11 �.•.1t.-At to VV,h,:-11 YT L'--v:: l in,,UT „ u " L:`M.Iollm AO IF ,4,-t1 AY A4S FMEEO 1.000" 1. r )' >, n rcv, tI :rdmE1LP-o-w,PF(7R a.] ','Deli. . r 4 I I� 11 OVERIAP u� 3,e2D .I A ANU'".'i MAX .� M111111-n111 MINlNI i:l ninNrnrlAll a• 2S" MAX 9 BBe. H'•1T a '& ,� lso ' - LT ,. I 6 .K:tiN T? Y' MIN `' _, 7 _ t S U �I :N:1 A%. I.SDO' L ' < S16 Sill 0 Cl0tp1 A•N-PIR71 , ( 4"MA%. MIN I.mO' N4 I r r'TTT_'RATa - FES W50A 1111.1,t 1 "'� llEA Cl6LLRxE f>eTNI r _ ,.µl M-y" TIMT'.. 1. Jr YhT- �t EMBED - ^- 1_. vim ."r,.' 9gg nIRA M,VMCL06UREOSTAII ,',-T,.11 u I��' rj' IlT< n"" L, elti! ANCHOR SPACING SCHEDULE: 24 GAUGE WINELS_ PANELFASTENERS ®11 5`O C 2.5" 990E DISTANCE .1. . :P MAX oesxax AYCNOR ■Rtsairat Pe rs r L Ad UP TO C-0' SPAN UP TOY r :) N U to 10w' x TYPO cl z Ea c 4 c COYY IY►[ n 4 I� cl c cap" ri _L. r_S c n u rI z 11 71 ]NA ­ a LNOa, DEA.I 1TN.000 :1 I. 12.5' 4 1d0 17 9 9 1 5' L ] 60" 0. 1 2 5.3 1 25' 1 .] 60 9 5' 1 32.5' I60"1L 8' 80 125 150' 82' S.5' 12.5' ]60" 81 S' L. 12.5' ' SS.T 1 ' 60' 30, 1' 18,01, 0.3. 9 " a 6 r 42 f ALL lfi.p IjE R l 9 1 5 1" 3,4' 1 I5'' 12 I its 0' 6:f 18 0" 41 S 1' 3.4" 115, 16.a' Bill S4' 12.5 j6x 9.1-S.A' 125' 160' 8,1' $.4" I 7 , 33 DLY NT Y iAALON 41 9 e P��� 42 [I._,,.'�.,.r_ 12 11.5' 1fi D" /5.O Tfi tl' Illy' 140d 15.0' 12,9' 12 5' 16 D" 11 1 0 - 1 5' !d.' I60 1. a I b, a SB 125 160" to 9,b' 12.}" ' 4.9' 160 1 11 12 3 30.0 1l 9' ,9 9 S' / 3' 7 /A D ! 9 1 B ]' 12 Itl a•Lae li S• 12 16,1Y 11.9 9,5' 12 S' Sb0. 119 9.5 12.5' 16.0, 1l 0" All 1A S" 16,0' 11.9' R9 12,51, A6,0" IL.V1 A 5" ttt777 Y11&,.Nit, 33 A NINTS 90utl SET M.V-_U.+;, -z."aI 41 4a y SS T li 11. ' T' IAa' ]6.0 10 a 12. 5" TA.a 1 +" } 13.4' 12 5" 0 V- 14 0 11l' 12.7, tea' Seta' IS 1- 5" 1d A' 32.6 006" 127" tso0 12 S' 107" 124" 129" 6." s6.,_5 0 1 1601 144' 123' 12 I' 12 S Se a' 1 ad 12. 5' 1L S 10.6' 10.8' L25' 1a 1' I60.12. 5'Los, 6 "12S 1 0 1 06" 12.5, 1b ]0 s' 1 2 5' ,,o' is i T.' t _- A. I2.. le D° 12 s' Los- ,., '.1 MMNf 11 33 U 11 YMII AA HMA1• I,N.y� ._)rl 41 .6 5C 52 72 1 5' I 12.5' .O' ] ' 367r IA bO 15 a' ]6.a ]a. 18 0 2.! 1 3' 2 1R.0 1 0 5, li0 SS. 7 i-2 L1A fi S 12 ]' 4A D to a la 0' iS6 11.6 Ill" lzs" I0 Or, I&O'. lit' 12.3"]ao ]s5 1i7 1rs Iso 1S.5 117" 12,5' 360" 16,0" 13,0" 12.5 16.0 15.5 11.2" 12.5" 16.0" 15.5" 1L2" 1 5' 3 9" 14 15.5 11 its- Ad S' 2" G6 DISTANCE: 9 3h4'i1-LWDHOCD 33 U _.. 41 a,11 6.2S'SO.3'21" g.2S.a3"40 6.25' 6.2T' ,I"52 A3" rr 6,2b"inn 6.idnWM11 ]' II 8.2349 9LZ. 4.] •,•,/4' NIP,. 31 MM.,, 41 11.5 J3Y'13T". I6.0'L7' 6:25'All"3' 6.25' log,.1' 93", 460" 7.9" 15 6' 6.U" 13° 5.6" �25'sZ 6.25"72 T III.$" 13A" 6 25 t 4 2 2 6 25" 12.5' 12.5' IJA•.,.,w MM."l 37 It. 4.s TADca J 1 1 4E rL- ...r.r_ 52 72 1 2 5 ] 3' S. 3 I !.0" 0 la i' 4L" O" .2]' 2] 1 d 107' 41 40" 0. 5" fa 3' 4.7• 4.0 625' 11,7 4.1' a 0.7' a l 9,a, 6,29" 10 ]' 4.1' 4.0' 6 5 10.7 7,l' .0'0 Cgs" ti.I" 4.1 0" O s ,�_'-"�`'�'" It"r1 W IFlnN11 37 .Dtars uD 9Er a ALL so 49 * 52 �caF� li 12,V" In O'f41"113.1 " 2 1d U 5 9.T' TJ1' 12}' lB D' 6 7" 7 D 12.5' 60" 1l 3' 1 A]'12.5111164 7.0' 6-9' It 5' I8, 0' 1.81 _ 9" d._ 12.5" 16 a' 0.7" 7.6' 123" 16,0 7 7" 6.2 12 5' MW 71" 6.2' 12.5" 22.5 1d.0' B9" 1011 7. i" 72" bl' 129 l60 7T d.2 1Z.5 . 7 52.5 3g.0 .11 4.1 St. Ill 16,0" 7.7 i6. 0-d I V 6.2' 62 u A I u VNIED 33 0.:1. 1 ! NIn"AH MP 4 48 T'5 3 72 12 T 18 6.1' ! 9 .1 1 tits 10.3" a 0 1,7". 12, ' 1 5 " 3.1 .2 4 6 36' L 625 3 A2' 16 ,3' 6.25' 1 15' 4.4" 4I a.5 12 !b ty 9.2" i5 7. 6.75' 0.2T" 5" 4.' 10 a 92' 33' Be'��LL.. 7.3' 1'6aE➢J1KB PF3N2QMMqY 0020-31: 493 t�alevVlrRoA1_ i," A 11��B�tty18t� ' e2�apY Dh�Et A_ 2n -lire Klahr PX2300" Edition i li t l NAx eWRC A NINON PaOBURE p l f yll.lip 1(l OP -1'nM iP IP N'HI' W FAYN /7P! C5 C1 Q C4 S 9EI.B 1Yf! C1 1_I C4 C7 S4b8.. H21 rl r1 CI C7 Vl Vn", EM 7 9ED 73 H . A,w v 4] 4B B--•• �' S2 72 12.5' 16A" lit 0' 10 9 1'.5 b 1 ,0 L60' 7S" 12 S I6.0" 14 1 b7" 11. S" id0 1a0" 6.a 123' 36.0' I3L -I- 12} 1e.0 14d .NN 12.5' ] $ a 16 " 7 5 12.5 35A' l47 6 1a .5' I 6.0 34.7 0" lit 5' L2'. T' 16 U SAO 100147" A 9 80 12 12.3' 1i.0 16.0 1,- d 6 0 117' OD" 1• " [ 5 123, 16O" 14T ED" 160] T 60" 0 -14, 1 Co"D 33 W000 bEAEY/ 41 /B 51 72 t2 .5' 6A" 6A" 1 2 3 1 1 2 S 16.0 U 1' 7.➢' ITT 16.0- 10.e 6 T 1' L 5 0 4. " 14. 1 1 IT 12 B 16. 0 7 5 " 9 6 a t b 0 0' 9.7' S d" 1. 12.5" 11.5' - S" 1a Sd 0 1L0" 16 0 tL.1" & 9. " S O B 7,0" A9"' 5 d' 12.5 115' lb S 16.0' 1 n 6 16 0 6' S,6" P.R sn" 4 8 b" 11,". 12 s' 2, 1} 12 5-:1 1e.0" 9.0" 5.6' 1e.0" 9.6" 36 6.0- 9.6" A6' 1"1l-]lY mRCO 7 3 TM CAO'CNAS' 1]. 49 y 92 T a1MR1181aW 7 12. 160 1R " D 12. l60 11. ]2 it "10.2 6 12,5' 12.5' 160" Ev 160 ll 12.5" } Ia.5 "r 16.0" 35.0 92" 1 12,5' ] .5 36.0' 9.2' =11 76.0- 91 ]s.0''01 1.Y5' I.W. 150 IOS' lfia 9.1 160 160. 9L 9.1' 12.5' 12,5- 9 t 3 i All I FAITH M RRAAN- 4 VOIDTHIS; 4b �ga !2 1 IE 12.9 01, 6 tie 7 " a 12 .. 15S 40 S. 3.653 4S- 12.T' laxr 7.0 • 5,9" 12 s 14.5 Its" 4.3-IS. 22,4" 4 H 4,3" I2.5' 15.4' S4' SC b.ZS ILT 4.7' 4V12.3 4.74O• 12.5" 741 SS' 4t" g,25 12I 4.T' 4A']2,T" 4.7" 4D" 625" 12.3 47" 4D' 6.25 f23' AT' AO'17.7" 4)' Ili" ANCHOR NOTES: I NNChU0. SCHEDULE APPUE5 TO PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED MAXIMUM ALLOWABLE ALL APR SPACING, IN SPAN ENTER ACHEDULE NCHOR 2 ENTERA NC OR TYlEDU LE SBASED ELECT DESIGN PANEL FASTENER SPACING. THE EXISTING STRUCTURE MATERIAL, a ANCHOR TYPE SELECT DESIGN LMO GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTERSPAN.SELEcT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAIU: ON SHE I IDENTIFICATION OF CONNECT ION TYPE. E zWLP 3 "PA PA TENE175" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING ENTRUSfOPFS "PAWL S E ('F-TRACK STUDDED NLE. C-) USE .25' .0 PANEL FASTENER SPACING TABLE VALUES FOR R ALL Yi" - AND "U'-HEADERS (INCLUDING BU2LDOU7 CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOATPONB 5. HO W BLOCK HOST STRUCTUFE SMALL CONFORM TO AST C90 BLACK, LA M 8 MINIMUM EMBEDMENT SHALL BE D TANC1N ANCHOR SCNEWL F, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL Fl NIS HES WALL FlN15MPp SHALL BE LIMITED TO L/4" MAX OR SHALLBE VERIFIED BY OTHERS 10 T RdN P DS TO HOST STR ORE. 8, CO CRT 5 ER 1.04 TACT a. CO CRETE A ORS NOTED HEREIN SHALL BE EMBEDDED TO ON CRACKED CONCRETE ONLY. N 9. WHERE EXISTING STRUCTURE W WOWE MI G, EYISTI NG CON ONS MAY VARY, FIE LD VERIFY THAT FASTENERS ARE TNTOADEQIATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FA7i713NiNG 70 PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ED, WHERE ANCHORS FASTEN TO NARROW FACE OF 51UD FRAMING, FASTENER SMALL BE LOCATED IN CENTEROF NOMINAL 2" X 4" (MIN, I WOOD STUD 1'/,' ED(.F DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE"SOUTMERN PINE"G.OSS ORGREATER DENSITY, LAC SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, A WALL' PAN L.MATe ALL -5E7 a MA BUSHING 1L. MACHINE ANCHORS DE e A POTSSTUD 58 IN L2 MACICNE 5': RF W3 SHALL HAVE 1/2" MINIMUM ENGAGEMENT Of TMREA OS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD TRUSS HEAD, OR WAFER' HEAD (SIDEWALK SOLI') U. N'.O 0. MINIMUM EMBEDMENT AND EDGE DISTI NCf EXCLUDES STUCCO OR OTHER WALL FINISHES, 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE RISES. IS * DIRECT MOUNTING CONDITIONS - LE UNEAR INTERPOLATION /5 NOT PERMITTED FC41 USE WITH THE ANCHOR SADHEIIUI!% USTED. ON THIS SHEE T I 1 20-31543 1 rl� a N N U) IL 7 U L � O o- 0 _0 O = Ca -0 0- . 17- •�� V CU (u -0 U) Cn-)♦ O O Q -2L = O W O LL - U) (3) L O MM O ` Y�il Emir- f -0. � / / lJ 1 /Y^�- (n _+__0 L.tiV a) a) C_ -4--o lassaaa C/^) v I L C/) CL C:L U C- M O L W L. V CIO w Q Z Z Q I SHEET NO. SH 1.5 a i ) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 7 SECOND ROOF FRAMING PLAN LINTEL PLAN AND DETAILS ABBREVIATIONS SN STRUCTURAL NOTES AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air �J� SN 1 DETAILS ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius j Z.. Z S3 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. AFF or A.F.F. Adjustable Above Finished Floor FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace REC or Rec. RECEPT Recessed Receptacle - - - I - - - - S4 DETAILS AHU or A. H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator `TJ _ rl _�rJ JI ) S5 DETAILS ALTorALT. BC Alternate Base Cabinet FRT Front FT or Ft. Food Feet REINF READ or Req'd. Reinforcing Required ,F.. T _ _J. T. _ T 1. S6 DETAILS _ BF Blfold Door FTG or Ftg. Footing RM or Rm. Room ST STAIR DETAILS BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round - -- -- - - - SS BILK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening RETROFIT DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf D1 SECTIONS & DETAILS BM or Bm. BOT or Bot. Beam Bottom GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss SC SD or SD. Solid Core Smoke Detector D2 SECTIONS & DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door WP WATERPROOFING DETAILS BRG or BRIG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet PA1.0 PRODUCT APPROVAL NUMBERS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower PA1.1 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications PA1.2 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir PA1.3 PRODUCT APPROVAL NUMBERS CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square --- ---r SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage - - - - - - - - - - - - - - - - SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KNVALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine C� __l _ SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. CONTorCont. Connection Continuous KS or K.S. Knee Space LAUNorLaun. Laundry TB TEMP or Temp. Towel Bar Tempered SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken - - SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block -- D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate - DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder - DCF DEC or Dec. Decorative Cementitious Finish Decorative MAX or Max Maximum MC Medicine Cabinet TR TRANS WDW or Trans. Towel Ring Transom Window _l DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. DISP Disp. Diameter Disposal MGT Management (room) MIN Min Minimum UC or u.c. UCL - Under Counter Under Cabinet LightingDMF U or or Dist. Distance or Mir. Mirror ML U.N.O. UNOVor Unless Noted OtherwiseE:1E3____._­_'__...'_'__] El DMF Decorative Masonry Finish r ML or M.L. Microlam V or v. . Valve (shower or tublshower) DS or D.S. DTL DV or D.V. Drawer Stack Detail Dryer Vent MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale VB VERT or Vert. VL or V.L. Vanity Base Vertical Versalam n T DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior MEAN ROOF 15 FT. HIGH TYPICAL DWorD.W. Dishwasher OPNGorOpn'g. Opening Worw Washer EA or Ea. Each OPT or Opt. Optional WI or w/ With _ -Jim FOR SINGLE STORY HOMES ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor 9 - — ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) MEAN ROOF 30 FT. HIGH TYPICAL EQ Equal PH Phone WDorWd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater THIS DRAWING AND DESIGN IS VALID EXTorExt. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FOR 12 MONTHS AFTER THE DATE IT FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDNorFdn. Foundation PLT HT or Pit. Ht. Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) CODE REFERENCES ARE SUMMARIES FIN Finished PW or P.W. Pre -wire OF CODE SECTIONS. FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 04/25/12 1.0 NEW BASE PLAN documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 06/25/ 12 2.0 GRADE BEAM FOUNDATION review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations 08/ 11 / 15 3.0 2015 NEW CODE UPDATE undetected and not reported to the Designer /Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our FBC 2017 CODE UPDATES & MODEL 03/06/18 4.0 Office at (407) 880-2333 immediately. No backcharges will be UPDATES considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments be in to the terms the REVISED SGD, LANAI & WINDOWS 06/01 /18 4.1 will made accordance of AT REAR agreement. Control of Construction Site 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH The Designer/Architect and engineer of record (EOR) have no MAY 1 7 2023 control over the construction site and shall not be responsible in 12/19/20 5.0 FBC 2020 CODE UPDATE any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and I= IF= 14 INI I I \/RA ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to AIX em protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, Virtual Review Assist, Inc. vandalism, trespass, or any other peril or condition, at any time, Plans Review completed and approved expressly including, but not limited to, the period of time before far compliance with the 2020 FBC 7th Edition construction, during the construction of the project, or after by Debra Anne Klahr PX2300 construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and 1763 debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. lliOZje�� _aowN E_ �• . /� ✓` -- J �[ Q d LU CIS W \ , • •- 4^ Q - F i 0 • `" To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal nth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. FW g ON Vr COC) �) co N N Ors M 3} a 46 LL LL raLLLL S _ J 0) 13 4 a 0 ofi ;.;`Nr�_o (M01°' m Lu x r,z¢k LW Z o�98 W ❑❑ z z Q g winCMCZU O LLJs W W N Z zz O J E Wig �I ao ♦— r00 wLL�e Uo E ITT ra N C ] a o � 'd w .0 ix Z 'C J 2t��zZ y0 Ya Z Z0 W 3 N � _ �` 8w � U 0. NZ � Nr Ja� .2o '`l � O N 0 L.. (O (0 (p �' N O O (n m N ..� O o (O N O) Q O O Lf) r Ct i N 0 r m M \CV) 7 Z /�/� C 7 ill r c Z Z E o M c a. v _ a o JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. C S c 3 i'- 3 0. BATH BATHROOM c oc 0 TEMP OBSC a oc 0. BATH III KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. CURTAIN HEAD VAR 1 I / ROD p 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR TOILET TOWEL BAR $•B � ON BATHROOM WALL MEDICINE �y L ��� SHWVALVES CABINET 60 TOILET PAPER SOAP r HOLDER DISH o oU. z Q O c`X Fo tv TUB FIN. FLR BATHROOMS, SHOWERS AND TUBS DOUBLE RODS SINGLE ROD CLOSETS LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. il� Lil oil KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT �. BRACKET 36" H BASE gp FINISHED CABINETS - COUNTER TOP � 30" H BASE b CABINETS - =:u Ib LL O2x FRAMING zo 1/2" GYP t? BOARD- F N. FLR. x .. SHELVING b I F V I I I N o �o �00 ISLAND COUNTER CABINET BLOCKING 1'41XV-4" "L" SHAPE CMU COLUMN 11 5'-0" 10'-4" 0o AC PAD TYP @ J O2-STORY Si 35 SH I� ALT �I I AC PAD I I ■ N • J S6 TYP. @ 2-STORY DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET 25'-0" C F ■ 4'-4" 24" 8'-4" WALL (3) 2x4 #2 SPF �' M (A)1/2 N OR RAILING STUDS W/ (3) PER SPECS 16d NAILS AT FLOOR G.T. - = `cq I I I I I II I I I I I 1 I 1 I II I I I _ UP'I OPEN 1 I 1 1 1 III 1 1 q T0. A_BV. I 1 I I 11 171 I 0 T .r T ■ - (3) 2x4 #2 SPF - FLOOR G.T. STUDS WCUSP DGE OF SLAB HTT16 @' BASE BEYOND WALL 71- 0„ 7,-3„ FOYER - 8-8" FLAT'CLG. TILE 12"x12" CMU w/ (4) #5 VERTICAL T-4" LANAI --- I■ 8 -8"FLAT CLG. A. F. F. 1 9'-8" I I I I I I O 6068 SGD I HB BRKEST. 8'-8"-FLAT CLG. TILE iv 00 2068 3:N BF 6 I I I p l 6'-6"- R I -4 I IIL__J I 11" II Fo-1 LU Z 1 0 ■ I II i 1 ■ 0 �: O _1 Z 1 1 �'' 4r- I I KIT.- R st l I I 8'-8" FLAT CL 3. I I TILE - I-! 3'-t)" 5 - I PLUMBING LINE I I X TO SECOND FLOOR 7. rn IN 2 68 M I I 61 I � =O BF i 8'-8" FL ! I CLG, • 11 1 I 1 151 161 TILE ■ SHEAR WALL 2" D W.H. S3 4'-5" 6'-4" Q BUIL ER TO PROVIDE C S4 APPLIANCE PROTECTION S3 H1 WHEN REQUIRED PER FBC W/ USP LSTA 8 STRAPS (CENTERED) EACH SIDE --T v Cl) OF WALL TO FLOOR J 7s, o J TRUSS ABOVE @ 16" O.C. S6 Z o Fr GARAGE 2 STORY > 8'-8" FLAT CLG. A.F.F. J _J N ENTRY 8'-8" FLAT CLG O Q w AFF Z � u- ------------------- I I S3 I I TYP. @ -------- I FLOOR G.T. I SINGLE - - - - - - - - - - - - - - STORY j 8"x16" CMU COLUMN j I W/ 6"x12" ABOVE I INTERGRATED INTO K HB WALL W/ (2) #5 TYP. @ S4 I VERTICAL I o ---------- GARAGE------ Le •-------- e ■ - - - - - - - - - - - - - - - - - - - - - 1 70 OVERHEAD DOOR O '4' 0 io 00 ih N N OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 OE +26.6 / -29.1 ", +26.6 / -33.5 GG SEE SN SHEET HH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 251 S.H. 13 20X38 18JX37 S.H. 14 20X50J 18jX50 S.H. 15 20X63 18 X62 S.H. 16 20X72 18JX71 S.H. iH2 27 1/4 X 26 26 X 25 S.H. 1H3 27 1/4 X 38 26 x 37 S.H. 1 H4 27 a X 501 26 x 50 S.H. 11-15 271 X 63 26 X 62 1/2 S.H. 1 H6 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 36 } X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 X 63 36 2 X 62 1/2 S.H. 26 37 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 } S.H. 33 54X38 52X37 S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 � X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2: YP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS MAY 1 7 2023 Virtual Review Assist, Inc. Mars Review completed and approved 'car cacripliance with the 2020 FBC 7th Edition by Ilebra Anne Klahr PX2300 R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ V-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN -A SCALE: X"=V-0" %V ;�.0 N V �i `►' • V "'••......••'"� F Q~\• • rsc �. r x fr,ff{t{Ittit°4t` To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» g g Lo G 0N °' ao $ N - O N v w k LL I a Z . Lu CL 4 $g� 0 ;)7 uW = n 04 N O V = W o0 0 Z N z � Q to (D •V � O c YZN an U E W J Q a _Alm y ch u S o s"e y 0o 0. 0,9 z S E N `° HSz go ao MZ �z > C o m� z J 15 8 4 " >i 2 O co Oa 21 m I r 2 v il0_ a ; 3 .2O L � 0 of T i CD (0 O o N ^ O M O � (n m N c L0 `'r' -a I� (� 0 M C7 N O O I.rn r M N r EM M r_ � r- Z° CV E U w c a _J¢ p JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. 1.� 42" KNEE =I0 WALL WITH `�od- 1 x8 CAP & CASING ----�.� A _ 1 x8 CAP & CASING 2 1 SIN SIN r CONT. HANDRAIL RETURN TO WALL DETAIL SCALE: Nr TS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING - USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 36" H. CONT. GRASPABLE _ RAILING _o M / 10" c 10 9 ' 7 6 - " 5 2x FRAMED 1�,'4 WALL 1x RISERS 3 (TYP.) (3) 2x12 STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4 "x 3 1/2" TAPCONS @ 161111o.c. AND 3" FROM EA. END. i ' 15 14 13 12 11 STORAGE UNDER STAIRS TYP. STAIR SECTION SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS W/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC SCALE: 1/2" = V-0" 1 x TREAD (TYP.) 2x FRAMED WALL MIS PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. vv/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER W/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3/4" PLYWOOD DECKING =LOOR SYSTEM 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS --� 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 0 1 Anr. RFV in 1 gn r.AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16"JOC., )>9'-0" SPF #2 2x6 SYP #2 16. WHEN THE TOP OF WALL IS GREATER THAN V-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C." THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH "" WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- ------------7 T-8" 8'-9" I I H1 I I I H1 1 O WSH 61B O D S6TYP. 25 SH I I 25 U.N.O. *EGRESS *EGRESS 60" X 36" TB SHOWER i9 FIBERGLASS M 0 OWNERS SURROUND TP SUITE b 5'-0II 4, 8'-0" FLAT CLG. BATH CARPET 2668 8'- " FLAT _CLG. 2'068 O G.T. TILECO BF 15'-8" >s 5'-1 u 3'-6" 4-SH WIC I v 206 -- - 8' _0" FLAT CL . 81�' 7 c CARPET I CO (-4' 1011 AESS) I o�c R&S e 9 3.3- BEDROOM 8'-0" FLAT CLG. 4 PO CARPET 'r' $/�, 2 b T-13 ' 8'-0" FLAT CLG. TB 1/2 WALL OR - - U) LU RAILING PER SPECS w TECH CENTER '>k 11' 4" 2668 L. T-11" 7-9" 2668 BFLO----------� I DN 16 0' 0' Cal �1 L----- 4 5 6 7 8 -- 9 10 11 12 ----------� N 13 14 _5 6 5068 BF I LAU N W I R&S 2652 4 I 8'-0" FLAT CLG. I ------ -- R/A H 5'-11" TILE T-10" 3'-11" 1 144 N D I 4068 BF 5'-10" 5'-0 " �� 00 CD N 9,_ . - _ G.T. - I I I I N 5068 _ 'r r - - 1 V-2" 2' rKl l� in BEDROOM 2 XI BEDROOM 3 8'-0" FLAT CLG. I 8'-0" FLAT CLG. CARPET I CARPET *EGRESS I *EGRESS 2 SH OH1 9 © 39 25 SH I 22 D2 D2 JAMB STUD OVER D1 D1 H1 I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 I I 6'-8" 6'-8" 5'-10" 5'-10" 6'-4" 18'-8" 25'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 e (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 1 TYP. @ D2 CORNERS A O 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE -TUB/ SHWR TILE TO 7' A.F.F. N<�> D2 O -HANSON BOX @ 36" A.F.F. J Q A -DRYER VENT THRU SIDE WALL -WIRE SHELF r @ +54" A. F.F. El TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 t� +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 O SEE SIN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X25 S.H. 13 20X388 18 X37 S.H. 14 20 X 50 8 18 J X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 18?.X711 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 26 x 37 S.H. 1 H4 27 J X 50 8 26 x 50 S.H. 11-15 271 X 63 26 X 62 1/2 S.H. 1 H6 27 } X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 8 36 1 X 37 3/4 S.H. 24 37 J X 50 8 36 3 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 8 521 X 37 J S.H. 54X508 521X50 S.H. 35 54 X 63 52 � X 62 J S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 'Y2 inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. MAY 17 2023 Virtual Review Assist, Int. plans Review completed and approve for campliance with the 2020 FBC 7t dition by nebra Anne Klahr PX2300 R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING SECOND LIVING 728 S.F. 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S. F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN -A SCALE: Y4"=1'-0" flezlA cJ • F 1.. tea. To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. W I (0 c10-O M CV 1 0 �� till Q (n ^ � yM0 2s C J IL Li. ...J Z 9 ut 55 UJ a a Z a § MSG Sc 0 W LL=NNzdJ M Z OU y W ❑� V z z 93 o a v J t/) z CD 0 .9 LL Cn e l.1 M 0,w§ o VN c JU pr U • Q � �, S �w Z M U_ I.L � B z o° > M z® 14 0 E V t- 2, 00 U Z �8 w� W M C �Q 8 m0 2LL Z " <� '_ W $ C!7 8� ff 3 50 a F F_ �ff �g a o� 0O 0 = Lo CC O rn M L_ (0 (0 Coco ^ O O (n m N Ln O '2(DCO t` (0 0N O Q o o L r M N (0 r f M N CV)= N ,- o ? z r_ E E m ?? m c a U ¢ 0 JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. 1.2 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS SCORED STUCCO 12 — 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS r 7� 19 r ------ EXTERIOR PLASTER ON FRAME r 00 FLASHING ----------------25-S}i-------- - . ,-�-7-7_7777_�_.- - 2ND _ _- FIN FLR [=J� F13 U z _ T.O.M. -------------------------------- — ---- n a=7000��ao�,�� TEXTURED El F I CE FINISH ON IOUS J u FINISH ON CMU (TYP) FIN FLR FRONT ELEVATION - A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT z.k -�_ t _._ 7 - .T. Z . 1. .� ..1 ,t __ 12 — 15,0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON 12 FRAME 4.01 CJ 25-SH CJ 12 —14.0 ---- - CJ/WEEP e•r- 25-SH 25-SH -- V — — — — — — — — — — — — — — — — — — — — — — — — - F TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - A SCALE: 1/4" = V-0" MAY 17 2023 Virtual Review Assist, Inc- 'tans Review completed and approved r'Dmpliance with the 2020 FBC 7th Edition oy gehra Anne Klahr PX2300 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior uovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702,1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. Is At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 0 IV F 1,0 .• e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4 $ � 0 N 0 go j o d: M 0 a J W �t�LL LL a a Z t roo Wgti� W °' m W 0 � LL Z N ;N V O U L Z W El z U) - N z NM Fe W �V —� O r 1 � d "' o Q z c� M z ¢ N z q —u o� O U < ® oa g �� .0 QQ Z ru �Z CDM G C Zz .a U roo0 2LL Z l'n J "3 Q b 'aw Z Z I W $ tq d 8 a 0 3 a Z _� "LL z " J tl- �F Y_5 a= 0 U �i O > Ln rn (p (p caN (5 3�- ^ d (Cr m 3 N r_ LO 0 '2 n IM c`o O M N T N T ai E M E (D T_ o Z E N .— a D L a w JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. 2.1 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ----— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ---- EXTERIOR PLASTER ON CJ FRAME FLASHING 12 25-SH 25-SH _ ---- — ---------------------------------- --- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 35-SH A-1--------------------------1----1 606 05G� REAR ELEVATION - A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT I 1 12 4.01 CJ CJ ---- —------_ — CJ CJ/WEEP 12 , 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 —14.0 ---------- --------------------------------------------------------------------------------------------- -- ----- -- ---- Ml a 1 H3-SH ------------------------------------------------------ V---------------------------------------- I - TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RIGHT ELEVATION - A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txtenor uovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 MAY 1 7 2023 \/- A Virtual Review Assist, Inc. Plans Review completed and appro e for compliance with the 2020 FBC 7th E ition by Debra Anne Hlahr PX2300 0i � r tJSE• •� •• Q 5 P� Q F L �\ �OP 1 ON 0 L. S S � /y/fsfffilltlt`t�iE���` To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fA W g� R yr, 4. a YJ M a +w LL J u MLLLL t $Mg a ui W�mNco 0 Z � "IZ ILW NLL d O U y W pEl z J a U) Z M 4.1 LAJ N LL �U Q O V) si U w R dm am s Wi =1 :—= ! (c(� ('7 N � Z W Z _J Ens � o0z0 a m a �� 4a xQ oQ ~� CO M C 3 Z -V ab g �� 8 a Z W T m N W 7 J K �5k 0 c� LO CC 0 w4t rn B to L CD (0 CD co N CD ^ C C) W m � N I— `.� L 0 (fl O a (7 N 0) r C o Ln r M N CC r iti 03 M = 7 � N T o Z E >u a 0 ¢ o 3 JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. 2.2 M ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is Intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1 .1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where Installed within G' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?,4, FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS 1� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kEq PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �j ELECTRIC METER own ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN a CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANELCENTER 10 x14 to lights & outlets NEMA 1 10 012 to appliances and GFI 150 AMP/ 200 AMP 10 x10 to WH 10 x8 to Range 10 x6 to HVAc METER r 50=2/000=4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND SERVICE BY POWER CO. Disconnec INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVI NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. r — —1 'I ALT if j I AC PAD I I I� �I VVP OPT. rCR JI'CVO / U.C. OUTLET SWITCH FOR DISPOSAL i` DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: Y4"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS --------------------1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------ J 3" RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. Ill` 3" VTR 1.5" VTR IIII I� I I I I I I I Kam' � I I —III 3" VTR I � I I� I I PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER MAY 1 7 2023 Virtual Review Assist. Inc. plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL PLAN -A SCALE: Y4"=1'-0" N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specificailons contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W li- Q E p (0 fV Q8 H NN0DLL Q 2Sz LL J LL t1 Z I 103-� LL 3 t @ °�p' O o W tE - M N p m w Z & 0 N ,,Q-o O U J Z uvi W p0 cD z � Q J E3 t/1 (1) N (D 0 `n to g w M c' V 0 11J 8 U o N C � w M f J Li E E io o° rM a O i ?® ZEa CIL CO t� o a0 J U O Z 0z t .0 e Z ?� m -� ��}Z �m Z& s� �b o zn a� W 3 z Ei 01 f w y _ L o 2 II� 21. o O >L0 O rn m to c7 CD (0 CD M N ^ C:) _� CD : ) U CN .=Poo -011 c a C 0 (D N 0) O O Lf r M N r ui i ' M ` '� o Z z c ry E N o w v uj c c JOB NO : 23-00505 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPACE 60 SQ. FT. r r MAY 17 2g23 rf'Vz� VRA Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ATTIC VENTILATION CALCULATIONS - A UPPER VENTILATION PROVIDED ATTIC VENTILATION REQUIRED 1/150 Rule Ridge Off -Ridge 1/300 Rule (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit vented be provided ventilation I Ventilation Ventilation (See Elev) required needed required soffit by upper I needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 — 0.0 (Zone 1) 0.0 0.0 Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 (Zone 2) 0.0 0.0 Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone �)_L --------- — L — -------- 135.0 13—8.0 **NOTE*' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: Y4"=1'-O" A , V )L C" 'o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resident f 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C-4 0) U) ID 6 U) 04 C) iA '! 9' -'. U, L M LL LL _j CL —6 .;; az r_ 2 0 2 M 0 Ix W U) Z Go 0 Lr) N L z 04 -CC z 3 W 0 E3 co ;z C' W 4- LU C) 0 Li-i Ul U all L=,u U E W g 0 0 90 W 80 0 ZE M .g z W t M N yz '0 Z M W z 0 M v `a5 00 U-) it (0 0 CL LO 0 cfl CY) C'4 0 0-) O 0 LO CY) CY) < 04 E z W z E a cc 0- 1 E 0 0 _j JOB NO: 23-00505 SCALE AS NOTED SHEET NO. 4 #5 CONTINUOUS WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE �. REINF. SEE FND, FOR OR FIBERMESH SHOWN ON ••-Ll.; • �i QUANTITY ' ' ' �'1:' ' #5 X 25" X 25" CORNER REINF. SEE PLAN. FOUNDATION PLAN ; Ii - `•I t -� BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. w z t. • W Q E ""Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". CONTROL JOINT DETAIL SCALE. 3/4 — 1 -0 TYP. CORNER BAR DETAIL - ;o 4'-8" . SCALE: 3/4" = 1'-0" ' 'a AC PAD 25'-0" 13'-4" 1'-4" 2'-O" x 2'-O" x 1'-0" W/ (3) #5's E.W. 5'-2" 3'-10" I 1 t�tt I I I I 10'-01. 7*-4" L TYP. R -I I N^� 6'-8" V-4'1 2'-011 97.24' t I 1 � I 1'-8" all in w 8i ALT II AC PAD 11------------------- — �---------------- 11 �I J PROVIDE 1-1/2" HVAC CHASE 2 STORY S6 RECES BASED ON FOR SGD DOOR. REFE TO MASON'S SCOPE ■ LOCATION III11 I I FOR WIDTH o 1 j I1 0 INDICATES FILLED CELL - I 1 1 W/3000 PSI CONC. GROUT I I 1111 FROM FTR. TO BEAM f % 11 W/ 1#5 REBAR_VERT. _ _ C,J, 11 ABOVE SLAB. TYPICAL I 1111 @ ALL PLACES SHOWN C' I 1 (HOOKED FTG. DOWELS 17" "' I 'EMBEDMENT W/ 25" C-3 I*XT. ABOVE SLAB "GRADE 40 j j1 0l (STEEL" I III I ■ � 11 III a 11 F cn 11 II 11 I II x I 11 II O z `r 00 I � 13Y2" MIN'1�000 PSI CONC. SLAB III M `° FOR HERNANDO COUNTY ONLY I I 13Y" MIN. ��00 PSI CONC. SLAB OVER I I I U')6 MIL VISQVEEN VAPOR BARRIER i 1_ C.J. I— 11 15'4" 5'-3" ■ I 11 s I I I I I I I I I ■ I I t I I I I I I I I ■ Ip I I I I -� 1 1 1 1 1 1 ►A�����j 1 ��N�° �r.Y_vrxxt+rxxxxxxxxr+:xxf.:OUR t_ :�_��.r lrxxxxxxxxxxxxxxxxxxi ♦��►'►�� .►AAA ®4" STEP DOWNQ ©� ■ ■ I TOP OF CONC.I I RECESS FOR FRT. PAVER TO BE 4" 1 PROVID 1/2" x 911 BELOW FIN. FLR. _ �97.24' ■ @ ENTRY �_�_� I. %: i s 2�_%��i Z M NI P. O "v O q 3'-0"x5'-0"x1'-0" N in W/ #5 @ 8" O.C. S3 E.W. ■ lgi I 9'-4" I I N I I I 12'-6"x2'-6"x1'-0' I W/ (3) #5 E.W. I I rJ I I I I A S3 I L— ------ 3 -0" BUILDER TO PROVIDq � I APPLIANCE PROTECTION O �I WHEN REQUIRED PER FBC � I 9'-4" C.J. I I I I I I I I I ■ (2) # VERTICALS � WAN FILLED CELL I ■ � I I D I S3 I --_--_I ---- --------- J I ■ 25'-0" 16'-8" � 18'-8" 2'-0" x 2'-O" x 1'-0" W/ (3) #5's E.W. J TYP. @ 2 STORY 0 0 00 co PLUMBING LINE TO SECOND FLOOR Q O M c'M IT 1 io TYP. @ Ln SINGLE STORY 0 ch A S3 0 ro NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING V Z rY O 0 1 U- I N Z cr i= 0 O O MAY 17 Virtual Review Assist, Inc. Plans Review completed and approved far compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2300 FOUNDATION PLAN -A SCALE: 4"=1'-0" co _O -1• ,. ti r-Z. ,.. 1 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 o N 8 N V 0 N d o # 0eNM�� LL. d a a 4 � u-- _ 2_9 0NG m J Q W rid0z LL0: Z 00 N N Z Of 0 U y z oroa W 0 Z N Z � (N (D a i--1 LU O �NLU C a $ 00> _ U 0 c O ffi • N o �w aZZ U- w� 'T 7 ZEOm ¢r° &¢ v roS a= wZ m= N c� V Hm o& Z z W �z �w 0 �O = > Lo O �• B ccc (Q co N � O [�••�� V Y cc m ^ L / M (0 '� co (7 04 0) o o Ln T ce) N f ui (0 M o Z M Z � E N f d E U � ci Q O 0 JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. 5 2x BLOCKING 2x BLOCKING I SIM. @ CONNECTIONS TYP• @ CORNERS SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft AND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 -60.99 60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 e$i 6) or 1%2' EXP. 1 (33/16) TILE: %2' EXP. 1 (33�16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ye' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d 2'/ (a" x 0.131") NAILS OR ASTM F1667 00RS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE I-- _Z�01 , LOW ROOF TRUSS W/ RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]412:12] 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O,C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING (2) 2x6 BLOCKING UNDER FLOOR G.T. 2nd FLOOR WALL w/ SEE PLAN SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END SECTION an BUMP OUT SCALE: 3/4"=1'-0" 061 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D I H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 wl (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH, / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA, BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 133512820 "* 20 - 16d x 3 1/2" HUS26 2035/3400 --- 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. — T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15_ 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 13100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY "*« DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS MAY 17 2023 Virtual Review Assist, Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FLOOR FRAMING PLAN -A SCALE: Y4"=1'-0" V Vr N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q E o „a% ib d N m d: a N 0 (D r1 V J a z LLLL 0 W �c N 0 �c �gO�jQ7 LLW m W 00 N N Z d J z OU U „ W ❑❑ .rl k U) V) W �4—J Jl 0 w m 0 IU C N IVI^) F- U] S r. • 0 U c D ` d O N r— o M J w z � 2 t[ zo oo t— zo U U O Z �� _� _o N N °do .2 m0 0 zo z m N J N O K z 4 Z z � N m �& r A_ <r °dT� zlz 3 C O 0 2 � LO �i , O 61 I0 �0 ('.0 M N �O Q C)� n- Imo- 0° L1 i 0 'a Cfl 01 C) o o L0 T Q M N T (0 M o ft, r_ j E N/ f N Z c G. Eco U _ a3 Q p C JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. 6.1 J �I'L-w"t 11111 AlIrl III! orl 111111, I1 `71If t.:, [1i114''I I _ 'I - — — -- A U (� ------I I I I I I I I I I \ / TVD Ay V& v U U TYP. I U.N.O. I I I I I I I L------------------------------------ J —(2) 0 TYP. @ HIP CORNERS RSH I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft JIND SPEED (ULTIMATE) "0 MPH MPH AND SPEED (ALLOWABLE) 1014' MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF a20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE SO FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 H-35.94 -49.57 49.57 -49.57 GABLEIP -38.22 -38.22 1 -60.99 -60.99 -60.99 1 -78.59 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 (21,6) or 1%2" EXP. 1 (32/16) TILE: 1%2" EXP. 1 OV16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS LRFUS J HTT5 4350 3740 5/8" ANCH. I (26 10dxl-1/2" 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1006/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 "* 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 "" 1720/3125 "* 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET' EPDXY MUGT15 4175 22 -1 Did x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V (2)LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32TTO SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1 1245 1 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 1 8-10d SP2 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 5 10 1 555 1 12-10d x 1 1/2"' HHCP2 1 680 570 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02.20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS MAY 17 2023 Virtual Review Assist, Inc. Plans Review completed and approved #cr compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ROOF FRAMING PLAN —A SCALE: Y4"=1'-0" „�`y,9;ittillll'ttttt,- "lit�- r N r C7 1A To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) W aC) pE 0 yj F i M a N No �UU..0 a a Se Z—vim W cc�� cR2QjO' z ILW LL a Mz Q 04 < �. W ❑ ❑ N 0 2 z n o�o Q v N a) 0M - N z 0, C1 U (,-, a 0 Vl w �lnLIJ c U _■ 6 c two � 14 O J z M �� � J LA_ O z o a� ao >- �® c t•-•- ri] to .0 a o O Z a> H ru � C Y S �x a g i Z aQ, >z z �w W J Wa (y c•�j 0' a V' zldT� � O C 0 i �l) �/ O d' N L (O M N CD �co ^ co G (n m LO 0CU v (0 '� (D N 0) O 04 L() r < M N r M // //'� j �/ M N r o Z z a E N E 0 a o JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in Ileu of concrete masonry units. 9. Safe load ratings based on ratlonal design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verltcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / 1 ■ 0 Safe vertical oad Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T FORM Art GROUT SOLID ,It ir CC ' J `- U O #5 BAR COW. 8F12-1 B/1 T (Z 'V' LINTEL DETAIL SCALE - N.T.S. ,I. i � E F e _ IT FIUEDWITH11VIV F =FILLED WITH #SRE1)RQ'D MIN. (1) REO'D ALTERNATE POWERS GROUT S UNFILLED 1/2 CLEAR ° R =RECESESSED STEEL LINTEL CITY. OF #5 a REBAR @ BOTTOM e OF LINTEL CAVITY ° M.U. #5 REBAR AT TOP WA' n MIN. (1) REO'D 1-1/2" CLEAR SF 16— B/1 T a a . ° < • GROUT fD h NOMINA QUANTITY OF ° 5 REBAR AT m 0 y w Nn C.M.U. WIDTH #5 REBAR AT a BOTTOM OF � - F TOP LINTEL CAVITY �+ cwi � rnUj NOMINAL- °-BOTTOM X W HEIGHT REINFORCING a U CCj 7-5/8"ACTUAL PROVIDED IN LINTEL ,n Z0 LL O "3': ¢ <7 i`� 5 REBAR AT BOTTO " N MINAL WIDTH (VARIES) p� AS INDICATED MATERIALS 16 GAUGE POWERS cT"�precasrlrntels = 3500 psi. STEEL BOXED LINTEL 2. f c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi wl 4, maximum 318" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimm unet area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementltiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-6" LL O 9'-0" LL O 8'-8" LL (E) MIN. 17'-4" LL ' LL O 3'-8" LL MAY 17 2023 Virtual Review Assist, Inc. Plans Review completed and approved fort compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 LINTEL PLAN -A SCALE: Y4"=1'-O" Rv A .~ .: L� - � � N U 0 ,c L. r.r�ti To the best of the Engineer's knowledge, information and belief, the structural plans and spefficasons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) W F o 8 0 :'—� r) •/ a 32 N 0 LL gs LL C(013 ci Z W JLLu w a go a m CS W :6 4 2 O 0 0 ILIL T. m I L0 M Z Q Z N OU W ❑ ❑ U Z Z � A z n ,4 N �-J LL 'tJ C/�.LU 2 O w g to c m E 8 I I U Q Q so o0z 2 o w a fCE =a so >m zdR Q aLL z0 _ O E cS o � 0 a O z W U R J fn M to mo o� zC m ail oW N W W moT f 0 k A �o =1 0 .0O 'LO � O m 0 (D CU CU �— m �: N CMO 'Q 0 CO M Q o o CV) Lf r ca N T E N M ,- z C E mICU d J Q O J JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS PRODUCED FOR RESIDENTIAL OR GENERAL AT D COPPER ARSENATE CCA-C WILL NO LONGERBE RO UCED 0 S AS OF DECEMBER 31ST, 2003, CHROM E CO ( ) CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308,3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. I 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR S INSTALLED ON THESE ACCESSI BLE SIDE(S) OF THE GLAZING 36 INCHES + _ 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION, 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3 DRAWINGS ARE TO BE SIGNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS SHOP D GS G FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2, GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC WI LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL OL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1y„ Y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2, CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED WI CONCRETE IN ALL STEM WALLS, 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4. 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0,131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO T B INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE 0 E IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5, 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A,I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A ermanent sign which identifies the termite treatment provider and need for re -inspection and tr�atment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sptlnkler systems including all risers and spray heads shall n8t be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative'cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. R FB -R 18 .1.2 - Soil disturbed after the initial treatment shall be retreated C 3 including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution, If rainfaall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete over u and mortar along the foundation perimeter must be removed be ore extenor ssotrtreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior verti I chemipal barrier must be install, afteC construction is complete, including�andscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department byy a licensed pest control company before a certificate of occupancy will be issued. Ttte certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP # OR BETTER AND OR MICROLAM 2 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. MAY 112023 Via, virtual Review Assist, 'tans ed Review C-11, 20 and ter ct+mplianCe with the 020 FBC 7th Edition by Debra Anne Mahr PX2300 \ ; i _� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential '7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a 8 _.(0 � 66)'oS a NC140 u7 a u- LL 2 55 oc J LL W J LL ?C4 a o N (h Z Q J N Z OU J y W ❑❑ n M A V' z rs �, N M N J L�mC21 (�� cn - W O r_u � ®L I U � c • -p r~ w J � ¢ E Eo 41 U zUo t (>, F- "d a <Q �� to cn C y o0 m J Wm YW 8 STST co a O U o a z a c7 Flo Will M c C:)0 L' > L6 m L_ (D QCr '�"►. O 7 Co LO ca LO T co N Q M CN T E CD c coZ z = N T E C a E v «? U c JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O 0 5'-0" Q - c� STUB -OUT FOR O O o 0 GAS METER - U 4 0 ---------------N----------— — — — — — — — — — • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x J lumber Double 2 x_ lumber FILL CELL--\ r— STD. 900 HOOK r— BOND BEAM LU STD. 90 - -- -- -- __ _B AR #5 BAR T. #5 I HOOK �( BAR - ---I� - - - J� ---- #5 CONT. FROM NDATION TOUHIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN ��'� �. SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND �'—SHEATHING PER PLAN Y, CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI jMASONRY WALL OR INTERIOR BRG. WALL l TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR L Solid block all posts from STUDS above to bearing below. DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL (Not required If both loaded equally from above) N.T.S. fi Filler blocking 1/8" min. ) Small gap 2" min. * ; ' 2" max. 4 max. 1/8"gap Web Stiffener Fastener Schedule i; '' Joist Bearing Location Series Depth End I Intermediate - 9-1/2" 2-8d 2-8d { 1� BCI 5000s® 11-7/8" 2-8d -8d 4 5-8d - Clinch nails 2-8d i when BCI6000s® 11-7/8" 2-8d _3-8d possible BC16500sw ___ 14" 2-8d 5-8d 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to 11-7/8" 2-8d 3-8d web -flange connection. g _-..---- � BCI60s 14" 2-8d_ 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. \ »/ " 3-16d 3-16d 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d - 5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16" 6-16d - 6-16d OF THE JOIST ASA REQUIRED LEAVINGY" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflange ofctst. - Birdsmouthuth cuts. N.T.S. - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non stacking walls oversquash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriate JL details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Hse 3" 110d1 nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. rvv nva w trrwr=r i MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges ifl v ❑ 6- A 1Y" ROUND HOLE MAY 6ii 6ii DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or I beam below Load bearing wall must stack over _ blocking and wall or beam below.* — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— tl:��._ Q�.-w 'Ylx Fi...y.�J..��_ _ ., x♦ fi t fd i �$q'ticj" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED E UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. -,Install tight to top flange. Joist hanger i \ Filler block. Nail with r 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap II , Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist I o T`depth I �Ali I I I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8"ll THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL �I ilr 1 • ' SLEEVE THRU STEMS SEE PLAN FOR--'•. • • • FOUNDATION INFO ' a a' • STEM FOUNDATION GRADE REINF. SEE PLAN 14 a ; A n ° 0h���I ILI, Z__A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENET%fIQ�J�3 SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF JOA SECOND H10A SIMPSON (WHEN w/ (18)10d �REQUIRED) NAILS UPLIFT=1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 4 • •� a e. 4 ° 12" BELOW GRADE virtual Review Assist. Intl."" Plaits Revisew completed and approved It r (�)spapliaafce with the 2a,n ,qr 7th Edition by Odra Aaaa Kl"r e'Xc3ab PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND, PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE 4 LL_ e � e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d \° ° a �I �l1 T7 ° a e PVC OR SCH40 SLEEVE PLUMBING LINE eO e i ea L 4 e ° SEE FND. PLN. SIZE & REINF. :; �:itft►r/�rf�,i ti •'•�� v To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n 4 g8 N (0 0 6 S N J J LL LL W Zgrn 9 w a o �_ 19 ' W W ,a'ON`° 9 W�' m LMLZ N NZd� N -� V w Z W pp z C4;; (n — C V � O w g tN L U s U C � Q N � 0 so o __J J m w 0 g oLL Za E H w oa j 0 z4E CL �� o nQ � H ��°0 a wg ¢, w �k z � J �� aw ir W m& �� �z N Z A 2 0 >Lo 0 m i CoCD :3 N ^ 5 Cr 0 U) I- to L O -2 n (� N •� O 11.0 r Q M N CD E z N M N r o c E E L .o ?? c c d U J 'ap JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. S N 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (T(TYP.) VARIES i INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) -FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z -PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & Z -HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `V' • MOISTURE BARRIER P ° -SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM A . D7158-CLASS G or H, or ASTM— D3161-CLASS F, IN ACCORDANCE w/ TABLE I — — _ — IF R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG ELEV. VARIES 011L SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES �L I I 2x4 CONT- I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH '—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —, TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 wl (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV4-3 1/2" z 31/2" MIN. 31/2" MIN. A.F.F. p ° 79- ioV o ° ° 1/2"(min.)- 4" _ > ° — 1/2"(mina 4" 00 , . oo — — — 31/2"(min. -4" 31/2"(min.) = I[[ 9- (2) #5 CONT. 4" 1,4T?? 8" (2) #5 CONT. 4" rr{,�r,R m8„- rrT U.N.O. MIN. U.N.O. TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP ("CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE cON��NJCP��f ALUMINUM FASCIA 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING o5�c� QCS _0E NAILED W/ 8d COMMON NAILS @ 4" O/C SEE STRUCTURAL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. Va SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C �S ��ON , boVirtual Review A 8"x8"X16" KNOCK -OUT LOADBEARINGOR INSULATION PER FBC AND ENERGY coy' Plans Review complet 2x BLOCKING HORIZONTALLY@ BLOCK W/ 1#5 CONT. EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT / ( for compliance with the 2TION Edition INTERVALS NOT EXCEEDING FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION by Debra Anne Kl No C/S3 FOR 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS INTERVALS NOT EXCEEDING VALE 11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 8" C.M.U. TYPICAL SEE CC/S3 OR G/S3 FOR ANCHOR c„ "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 1/2 GYP. WB (MIN. ) @GARAGE IDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL /8"DIA. EXPANSION BOLT @24 " -ARCHITECTURAL FINISH WALL SEE GG/S3) `SIMPSON SP1 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ 10)10d NAILS EA. STUD ( �° 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J7 2x P.T. PLATE SPACE ANCHOR .C. W/ 7" EMBEDMENT MIN. SHEAR V3500#,MIN. TENSION 2600#) 1x2 PT WD FURRING @ 24" O.C,-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E � °. co Z co s � 6 MIL VAPOR BARRIERr- t> • 04 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O. DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS = � s• e _ 11 ao SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1 1. NAILS BAR FT TYP. 2x P.T. PLATE R #4 REINFORCING BAR ►,,�= _ice_ I GRADE 40 ., ... _ GRADE .... FOOTING.. SHOWN FOR CLARITY . MIL VAPOR BARR IEIT`V�g=jjq V. II' - II I .��_ A_.: _ � � .._ �..y. I' I�-II-�II-,III=II-II�II-II�II 11.�11 III-=11--11 ll • -1 c II�IL Ili-�, ly =11�11�11�11�11=11!�I NOTE: — - e "FOR BEARING WALL COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM — — — — _ D1557) EUP 11-411 FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ' v GRADE 00 — — a • SOME _ (1) #5 REBAR w/ OPT. :I II I I — HI SCREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' •� O.H.D. RECESS = r N M _ �. M •i _ °P SEE A/S3 OR J/S6 , I t r1- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4. -3 1/2" •' GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 �t ' m WWF OR FIBERMESH E 7,. . — N e M 6 MIL VAPOR _ BARRIER 4�"1 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] ' ON 3" CHAIRS 10" (TYP.) 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 ARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO = ° SEE PLAN FOR " " & LAYOUT DESIGN " • ' TOP OF BEAM 1V SEE ROOF PLAN Oo c — — a'. ' ° a A -'- (2) HTS20 FOR STRUCTURAL r E — BEAM SIZE & N a a CONNECTION INFO C13 - . ' . ° 8 zx4 P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ 71161, MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 " 8 0.8.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE COLUMN LOCATION ¢ ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > E SEE PLAN FOR STRUCTURAL SLAB INFORMATION. W COLUMN SIZE AND BASE s w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3"TAPCONS AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8„ MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD d z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. w 0 SIZE VARIES PER PLAN M a > w/ MIN. (2) #5 VERTICALS Ot7 ? G ADE > FILLED SOLID (SEE PLAN FOR o W SIZE AND REINFORCEMENT) c7 • W z= D f= a. W W z BRICK PAVERS or SLAB PER 8 o "' _ • • • • 0'-0" FIN. FLR. COMMUNITY SPECS " N _i " Ul FOOTING BEYOND ti .., : • , f •; •• ; PAD REINFORCEMENT 3" MIN. CLEARANCE �..y SE F UNDATION (SEE SCHEDULE) FOOTING WIDTH �. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 311-r-0• SCALE: N.T.S. S3 V .,.. IN , U To the best of the Engineers knowledge, information and belief, the structural plans and sperifications contained withln these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a (N N �i 0 (I)°o ari .4 NNp3 2 . s v 13 a LL L� LL urLU a Z W m A crn a yOG � 0 L1`1 77 N 9 ILZ;; Z CO 0 04 q J O O U W ❑❑ co 7 M z O 4 � v cn z 4-+ �, U w In c d 8101 w 8I i U2 Q M, w M Y � O Z � wo >� E0 p a® �o U `g �U 7 H ro lu rz C �t Ou <b �z w v il< .y O > Lo 0 m M 0 L CO (Q cc N O � CD Q � U) N �,-,. m c CO N Q) r chi 04 r EE M y T 0 c E N N C 0- U _j Q p JOB NO : 23-00505 SCALE : AS NOTED SHEET NO. S3 (MONO) U (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ` PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID . . EVERY OTHER POINSTUD STTW (3) 0d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _ SIMPSON SP1 W/(10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\_ROOFTRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4, 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 7 5/8" 811 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) 4 5 FOR CONCRETE PLACEMENT i , e •- • • oVI ■■III ��_ ■ -Ili ���I- NQTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4, WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL o4c T / tu FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE' GARAGE FLOOR SLAB f. �8x8x16 C.M.U. GARAGE DOOR —TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES �\ \ % ! GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE �\ \� . GARAGE FLOOR TRAVEL DIRECTION OF ' GARAGE DOOR MOUNTING BASE DETAIL a ' SCALE: N.T.S. , SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING - CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR i. GREATER HEADER —(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP, SIMPSON HTT4 TYP. OA00 U 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI. 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION N SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 12 (TYP.) TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" 24" NAILS AT EA. TRUSS VERTICAL WEB O.C.STUD O.MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL . PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA, STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCKMTM- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 4&,, SPLICE STAGGERED ' MAN ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG, TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SP4 -1 SP2 __1 Cc INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR - ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) ', (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. t & NUT �XIED A.T.R. I&NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -T.T. PLAATE1 AY - % 1023 -J 2X8 P.T. BOTTOM P TE -� S Ian Rie I ReV1eW Assist, Inc% 5/8"x10" "J" BOLT @ 24" O.C. M# gem comPleted and ap (MIN. (2) PER BOTTOM PLATE) P e with the 2010 FBC 7th SIMPSON by Debra Anne Klahr PX2300 SP4 2X8 P,T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE // 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES O E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" Q.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. ,� ;'�ali,y18ti1�'pt6yye Cvj _ 0= _--� YIn � +u- - c3 CCt+nti' C7 OF E S °0 C{ itriil!t S � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E N� c 4, 0 "?00 _ ;�,Co d � 640 - LL LL -r w Z113 t W m Z r°�°' �, N 2 d r M Z N OU N W ❑ ❑ � z M is <-1- I N Vi v CD 0. �v 0YZ(a O w $ N _w 005 y I x III00 -0 Q N t7D M a� z w Z n. O E:� �02 rtio O E E oz Uo °a d0 �2 roo �Z �� cx °� Z m J 8 U lu C10° N 2 S i v ol� Z¢ o'- U3: > Lo 0 It rn e M 0 CD (o co > N ^ O a' U) Lf7 a•-+ O O CD o r Q co�f) 04 T E ((� � _ M z Z E N T a E v JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS I — — 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°t / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" O/C. EXTEND AT LEAST 90% OF , EACH1 EACH JOINT W/ (3) 10d J "L" BRACE TO EXTEND o 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & 2)1 TOE NAILS ' AT LEAST 90 /o OF WEB APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN j �t TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) i�S< SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING"� 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE ` " ` (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF • i W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS �\ ° AND 12" O.C. FIELD END TYP. TOP & \ �\ BOTTOM ATTACHED \ �` (2) 16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4'T' ON TOP OF PANEL @ 48" O.C. I I INSTALLED PER MANUF. x �° I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM ::� BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS @ TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" 4 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° � `0 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ T, (2) 16d NAILS • WOOD TRUSSES `D co 5o 2"x4"CROSS BRACE APPROX. 8" FROM •2x4 RAT RUN BRACING 1 1 2^ RIDGE FASTENED AT11 AT 24" O.C. ON TOP OF t2- EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2"x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS@ 48" O/C FOR THE 16d NAILS (2) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS • ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL 4 GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 � II TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C M;l GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 rW00D TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO �r JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU _ f''�rsCONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL I EXT. WALL CONN. a� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L— 2x4 BLOCKING W/ f .. 10dx3 @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION ("9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT .,.,.. , .,..,.,,,., ..................,. ,...,,,... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ISH SCHEDULE kTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - S-0" T-0" - 6'-0" 64" & GREATER SCISSOR GABLE - (1) 2"W' #2 S.P.F. @ EACH VERTICAL AND (2) Tff' FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xT SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9�'f 0 cc CORNER JACK � a. U tY w z O HIP FRAMING REFERENCE PLAN 0 z w `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. . I�III 1�1 111111111111 loll iiii� m AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION Virtual Review Assist, Inc. Plans Review completed and a ed fnr curnpilance with the 2020 FOC 7th Edition by Debra A ne Kiahr PX2300 2X4 LEDGE ­-SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16" O.C. `\``,e�rrrta�►Otttttteie'�z����� , ...., .,� z. vt To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4 E $ 00 N S �0 - a uj -9LLCL a Z r my W N fD 0 '2 Z ro o N Q U 00 zO .; W ❑❑ 0 R V 1 � z Ln �4--J z N V 0 In c off 8 _ v C � 0 i w z c'> E o os a K E CL x� Z� u 33 _� CD rQ Q Y ao WVW �a �0 oLL z8 < ao W ao oa 'iw J 1 2It 0 � 0 Lo © rn i CD co 3 U) m N Ln r-1 00 0 "0 Ca N 0) (0 n o 04 L sn M N r E N cp M ` r o z z E E 8 m v 0 C C a o 0 � ¢ p JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. S5 tz N N N CE CL N N N -a Vf FOR E NT ROOF FLASHING AND ROOF FLASHING REQUIREMEREMENTTSS SEEE R905.1.1 COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN �j ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATIO SCHEDULE - (RSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K FOR MORE INFO 16" O.C. 2X S.P.F. STUDS o i 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)1Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d LU COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R AN AREA 51000 SQ. FT, OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU :; AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT I PAPER FOR MOISTURE ° JBARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" ° GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8'O/C WALLS —STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF ARCHITECTURAL BAND JOIST TYPICAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co U 4"x4" INSPECTION PORT AT LL = 0- EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE c 7-4 ° — 4 FINISH GRADE o0 AA TTT�IT�Il( �IIi}T� ITT 6x6 W1.4xW1.4 All °: • A' 111� e WWF OR FIBERMESH�� _ ° • - �. �-.�'M1_L —STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR TTT T'r (SEE DETAIL) W/3" MIN, CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV.03,16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-- --- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. e 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN, 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KID BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1 2"x BOT, PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA, FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 13T FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. B.U.C. PROVIDE CONTINUOUS (8)10d NAILS TO BLOCKING FROM B,U,C. STUD PER STRAP TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS LL S6 DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA, STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1 A WWF OR FIBERMESH 4 ° ° ° • r ° ° ' _ .'ma's'-' ' !� .�• ' _ I I I I,—I�I 1I�' (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB �I EXPOSUREI x II SHEATHING PROVIDE BLOCKING AS r REQUIRED PERD w o SECTION X-X IF II _ NOT FULL 0 HEIGHT SHEET C II II Z in II II __jI _ 11— Ll (., FLOOR SYST M (2)- 2x TOP PLATE BEYOND I TF T —7 II EXPO EXPOSUREI W F SHEATHING II II II y SOLID 2x III C III II II II I BLOCKING C ALL o C SHEATHING 0 EDGES (SEE III OPENING SECTION X-X a. III C II x II II rxW -n II IIf x _ I 2x STUDS W III 1 III II II II BEYOND. y I 11 II IN SEE PLAN e III II II I I y —ill Lil Li II lu WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z H © NAIL OPENING PERIMETER w/ (2) ROWS 0 4" O.C. wl 8d COMMON NAIL. O Q NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL 0 4" O.C. o w/ 8d COMMON NAIL J W LL F- O F PLYWOOD SPLICES @HEADER - NAIL SHEATHING TO HEADER d �: O in 0 wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. U) 00 m LL a u. '- OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR (cD VERTICAL N w O O MEMBER IF GABLE END c N LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" „S" £ NAIL 3/8" SPACING S 3/4•1l2" S 1/2" r S 1!2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vcanrai�` SECTION X-X r'I'Li sFF Dill N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) AFNa?0, WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER — SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 1U-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, —\ SLAB W/ 6x6 W1.4xW1.4 `t WWF OR FIBERMESH r C .. 4 ♦ A ° tV =1II_II1=1I1 11 :. 111111111111111°11 •: III,IIII III=III=� (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' 1 2 1 2 (1) LSTA30 4'4 (2) 3) (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. MAY 1 7 �d13 FINISH GRADE �- JIII I' 4 -T— Virtual Review Assist, in Plans Review completed and approved for compliance with the 2020 fBC 7th Edition by Debra Anne Klahr PX2300 ,--1 @ WOOD 18T FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 �,0\l1111lf111111je��r ,,,�� ••' *' S E CD l0 ` „�r13:Ilii�i,e„ C To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a, W a . $ N Lo 0 .P.r co C N 0000 a 5 rnF-�32 i IA a M a 2LLii 'm u LOU z rogue a q 9Cn CN Y 2 m Z ILW WLO N ,°�° N Z rU d � ZN oU W y El E-i c9 Z N M z ti a r � � cz �_ � V 0 N w �N C - j alls_ W 1 .00. c 2 i14 o M M J � 0 Z Z L.L `�-o Z O � t o 1 > (V . ►fO M i E , z U o ztwg W� in m C C azz Za 60 10 a: z� z m 0)"@ i-j aw 33 3 a•8 a W m j U �zy �$ = XO a0 C O a� i 'LO LL O m os c� L co N O �: ^ O a. 3: m E1') a_j -a CO N 0) .0 N � T M i_ E M z N ` C a E U � m Q p JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11— VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP t-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD GLUED AND NAILED ' 2x� I D FTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS \ 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: ? = 1'-0" FLOOR JOIST SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH / STRINGER �A ALIGN THIS STUD WITH FACE OF 2ND RISER i / --2x SYP CUT TO FIT 1 I BEARS IN WALL I _------2x12 SYP ~' BEARS IN WALL I '---2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON 1MTS 12 w/ / AT STRINGER CONTACT POINTS \ NAILS) 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND J' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER j 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS i! �I _----2x4 BLOCKING FOR 2x12 77 2x4 PT UNDER 2x12 I 1 - ROVIDE MOISTURE \ PROTECTION / LAiACH ALL COMPONENTS / STAIR TO CONC. W/ J" XTAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. \ / SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING —" G.1 TOP OF ' \ STRINGER 1x4 GLUED AND NAILED TO STRINGER \� 2x4 DRAFT / STOP2x8 L SYP DRYWALL STOP / MUST NOT TOUCH ' I 2x SYP CUT TO FIT I 1 STRINGERS BEARS IN WALL I ~' I 2x12 SYP BEAR — IN WALL E I 2x4 BLOCKING FOR 2x12 SIMPSON A35 [a 2x4 PT UNDER 2x12 OR LSC EACH 1j STRINGER � 2x6 SYP / \ SIMPSON A35 OR9 2x4 SYP BLOCKING FOR OPTION: 2X4 CUT ON LSC EACH STRAP BEVEL GLUED AND STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w! NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS \ DOES NOT BEAR IN WALL SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL r--2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK `2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 1742x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LAXALUED AND NAILED TO STRINGER -F'OR DRYWALL SPACING t H SECTION VIEW "E" SECTION VIEW SCALE: 1" = V-0" -3/4 PLYWO( ON DECK —2x8 SYP G AND NAILI FRAMING 2x4 DRAFT STOP 2x4 BLOCKIN C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN / SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL \ PER CONT V / I 7 (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED ANC @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL P SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: " = V-0" OST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO LISTS) NAILED AND I TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW :L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO LISTS) H\\\ 2X STRING�R 2X BLOCKING PSON MTSi2 w/ ' 10d x 1 1/2"AtS D OR 3 D 3 / 2X BLOCKING RISL;e / VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" MAY Virtual Review Assist, Inc. Plans Review completed and approved r�r camPliance with the 2020 FBC 7th Edition by Debra Anne I(lahr PX2300 �'. �- L" A. To the best of the Engineers knowledge, Information and belief, the structural plans and spedflcalions contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t� F M 4 q 8 N CD 000 (8 o ib w ilk N O � y M C 22sS a C N LL LL J 5 a -9LL� S il W a Z `° c a' $ �a� p 19 W WT _ 0 m d J 04 M2 ZN O U U W ❑❑ z d- N V)z w Q) O s t.N c V) j W c 23 �0 o T w z M 4� 5 LL E O 2 O > m z® �n U0 z 13,E X U dOtt,� �° � wZ F- L l/7 C o ¢ ❑ z< y `2 rK OLL z� � J oN� ¢� OFO W N � T m o W� f ] K az NF r J o N LL _ wd;o �h _ � °za z 050 1 O � L c 0 (0 (V CO 0 VJ A LO coco 0 M O LO T Q T E Z ( (0N M o Z c CN d a U � ¢ p JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. ST DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. . 1x4 1 X 4 FURRING 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4X8 CH 21X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MA MASONRY THROUGH 1-1/2++ DETAIL 1x8w/(2) ROWS 8d NAILS1x4 3" DETAIL P.T. & 1x8 P.T. STAGGERED @ 12"O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN.*E 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2' x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 D TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 0W r%C-rA 11 7 1 /AI+ MCTA II STAGGERED @ 12" O.C. BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-�( INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" ► SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B—B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA, END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8„ PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 t5^ NOTCH WEB AT FIRST 2 COURSI ...... ;,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1l4"A 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ' COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY K�_L� SCALE: 3/4" =1'4' SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" • p' ► P. p> GRADE o C o - •. n . M P. z (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" =1'-0" `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦ DO NOT DO THIS ♦♦� ♦♦♦ #5 REBAR (TYP,) ♦♦♦ tR ♦♦♦ .♦1 ♦♦♦ �4§TD. 90° HOOK (TYP.) YP.) ♦♦♦ ♦♦1 Lil FF311101 j::1 ♦♦♦�♦ +2„ NOTCH#W :FIRST COURSE THE ♦� ♦♦ 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE I--- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER I DIA. @ 24" O.C. -14 NOTE 2 BELOW I AV I CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S F01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?k + + CFNOTN + + + + + ki + + + TRUSS 2X4 SYP Le, EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO * + a' \ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3r-. - r cc z co O w U 0 FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 51-011 NISH .... I� Y >• ► ► p ' • ' ' A #5 BAR 1.0XX �. ►' "'.► P Q p ► .. CENTERED W/ ► . ;' • • . .' •► IN TOP 4 ► • • d : KNOCKOUT / iv • CHAIR BLOCK MONO FOOTING ,. SIZE AND REINF. PER PLAN •• . AND SECTION DETAILS j . CLEAN FILL .► .. DIRT Z •, • STANDARD 4 90' HOOK N #5 BAR IN FILLED CELL, �� •� * • Is �e STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY " A #5x6' EMBEDDED INTO EXISTING BOND BEAM � 7 2023 FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. VR/\ Virtual Review Assist, Inc. Plans Review completed and approved fur compliance with the 2020 FBC 7th Edition #5x6' EMBEDDED INTO by Debra Anne Klahr PX23QQ EXISTING FOOTING (2) #5x66 IN CONC. FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 1-1 U EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 0 WN too V � ✓ F� � N -- OFE S S a `,1���X���� PllIII111 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. as W F u (a E N fi sC y0� ��` � N O w` 0 2 Ix W C J LL LL mca- Y po ( ED P D 200) LL a Lu o- on I . m w 2 IZLn C4 o N OU a W 0 to ❑ ❑ 00)u Z N z $�. Q to -d a-+ z .9 — : N C1 (O w U C:1 O U) Ln wtoo c Q �Q N (� cD M M z z Z aE fo oLLzo a Z CL c� E o o w= _ Cd Y OLL z m J w� <w W $��"zo to � o W� <o �z J s N� w �1, �0 =IQ 0� 0 �O 0 = W 'U O 9 CO CO O =3 O c N (n 3 O N Ln CO (O O 'n cc (.7 N O O O N Ln r T cM (0 E C (� :3Z _ C")z T c d E N U � Q O c JOB NO : 23-00505 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE: N.T.S. TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE (TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAYBE NAILED w! MIN, (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER 8& SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - DIRECTION TYP. ---� � A CHORD AT ALL HAND_FRAMEDAREAS TYP. -/—WOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN -x•-------\ 4" -EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT J CONC. MASONRY T 8& B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN 471 FOR BRG. OR NON-BRG. WALL 2 411 PORCH SLAB ISEE— FOUNDATION PLAN SEE PLAN FOR REQ'D STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP w zU • d N w (2) #5's CONT. T&B 4_1 w/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH g EXCEEDS 30° LOWER OR GARAGE SLAB 1, SEE PLAN LARGE STEP DOWN 7 1 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN F- SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A //VA G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS --' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEA` PLAN EXTEND — _ _ SLAB 1 1/2" -,k (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" PORCH SLAB SEE 7 WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" RADE 04 Z 1'4' ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY z O w J w W w to INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED I MASONRY KN COURSES w/ 1 1 w/(1)#5CONT •I�L91:�C CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH 7 ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL �16 SCALE: N.T.S.111'_j TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BILK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSONLSTA18 W/ (12) 10diSEE NAILS PLAN I, CENTERED AT I I SIMPSON HUC410 w/ (14) I I I OR CANT. SPLIT TO TIE I I 16d INTO HEADER & (6) I I BEAMS TOGETHER I I 10d INTO BEAM - SEE I I I I I ROOF PLAN FOR MORE I I I I I INFO I — SEE FLOOR PLAN FOR I I I I r I I COLUMN SIZE & BASE I I I --7116" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I --� --_ REQ'D ONLY WHEN FOR COLUMN SIZE L_ --- — — — J I I--- I I---- INDICATED ON BM. & ADDITIONAL INFO. — ----J — ----- SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SCHEDULE/PLANM COMMON BM TO POST ATTACHMENT r EXTERIOR SHEATHING A ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. I 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. `../ BM. SPLICE OVER CENTER OF POST SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL �7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d NAILS TO LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF r9 SCALE: 1/2" = V-0" MAY 172023 VR/\ Virtual Review Assist, Inc. Pl2ns Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr P.X7snn Y2' CDX PLYWOOD OR %s" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. - RUSS/ _ OP WALL EE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR Yz TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6 EMBEDMENT 24" STEPS e - - X _.X a a �3 -- SEE PLAN FOR OPT. F STAIR INFO. IF CONCRETE STAIRS FORMED &POURED MAIN HOUSE ° ° . SLAB W/ (1) #5 EACH STEPd.4 q(2) #5's CONT. T&B _4L w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH Id EXCEEDS 30Vf �� a (Z 1 a GARAGE OR LOWER SLAB • 8 SEE PLAN 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. N d °`•. 5 '•• F I- ,• dl.} 9R1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a _ — 4 S� V'�c in N 01 e to co chi r (50 # U) Q M va u LLLU Z 1 LL ,Lu mica, auYi 4;_ a W Co N o v CV O U 8 Z - W ❑❑ Q) a :: z 9 �, z Q- - s v (DracnC1 U w 2 O s Ln �Ln oilE ® 8 I I 01- 00 Q N - m 0! M M Z __j W E z a } v 'aR E v Uo CID s= O �¢W� V Z il f/) ` a i IT m U mV zG) S a <w sz W a �� �w T �0 o v wa ola ;o a i3 s 0 �O En = U-) O 6 L Co CO N Q Cr _ cc O a. / n 6 U) m N C CO cc Q-0 o o Lf� M N T E r_CV)CD Z m E N 2 a 4 c c a U _j ¢ p JOB NO: 23-00505 SCALE: AS NOTED SHEET NO. D1 SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS FLOOR SYSTEM 1 SEE PLAN I -------------------------------------------- j G.C. VERIFY INTERIOR GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EX EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL '°' '°' VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) lo SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR JAMB STUD REQ'D TYP a' SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. (2) 2x HEADER SEE PLAN WAIMMONAMN LL12 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. E F I TYP r D 6 11 Al OSIMPSON LSTA24 w/(18) 10d NAILS P 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END ;Li q TOP PLATES LENGTH ON STUDS W/ (11) 10d is NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. L.� 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS G OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE .1 PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE °— C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 KN EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS g O INTERIOR HEADER (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. m� F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE it�L, BASE PLATE -.� W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE FOUND. PLAN FOR FT . G R EQ HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK f ' , FLOOR DECK W/ 10d NAILS @ 8"o.c. �• f FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL G) BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE I U 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. A / WALL SHEATHING �� �:-, (2) 12d TOE NAILS TOP TO RIM BOARD ��� & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GT%' ABLE END RIM JOIS END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) -10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT, CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR ' (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF :. SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS ; FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL ---� (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER tUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ ,._ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3 0/ �rF�s 2x4 r PROVIDE 2x4 ON—� TOP OF 2x8 TO ` BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS --3/ PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT A OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA, END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 80-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. 2nd FLOOR 4 _'), SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE' HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT; DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 11 SYP U.N.O. 2 x CONT. T & B —. (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. ,I I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE fNAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d -- -- NAILS AT BASE 'PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW ! (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. `FOR OPENINGS LESS THAN 4'4" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END () 2 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. :, MAY 172023 Virtual Review DeAPletssist, plans Review com !nc- ler Comfy b uvith the 2020 Fd W roved ra Anne Klahr PX2300h Edition aqowtv�i •� .. Q i �► ' FCO '�nrllrinlnt'��'� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential Tth Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. vE S N o -m'Nm 0 r Nr �• CW Wu_ u_Z �c.,m o W W Mon Z G N IL . z U) W ❑❑ N z z z - N N Z M IlJ U � O w � �N � U E $ i ! a® _ £ U . _ r� n Z M J U_ X y Y Z � g > R o � E44 wo �� = oy H ra Q^ a� UaU 880 z z M to N 1U z C �c <o �0 1, Z m � J 0 N O <W f Z az 'o N a� 3 <t poK y¢ O U� °O = > Lo co CO ca N ^ O O � (n m � N F— " C o W Ln r Cfl 'CY) co 0) Q o o LO r N T M (0 CV)r Z Z o E N :? C a U _j ¢ 0 JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODEREQUIREMENTS 6) TOOLED SEALANT BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "'SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° o e 0 SELF -ADHERED FLASHING 1 '"I WEATHER ✓E BARRIER & )ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING` ' SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0 �o SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER Q PROOF CAULKING SELF -ADHERED FLASHING ASUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL NAILING FLANGE SELF -ADHERED FLASHING ° T DO NOT FLASH OVER / 2 SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW ' 114 EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as# in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary U r �n.�nnw SELF -ADHERED FLASHING DECK JOIST r�nornrvv 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN E AM Al. 1'4' PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER z a - III w a (n (n w W LU O RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 8" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING ITCH ,HERED FLASHING 1 2 4 5 1 i i I I I it jl PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. -- SELF -ADHERED FLASHING EXTERIOR R703.1 .1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER N Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with --� (BEFORE FOLDING. SCORE RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and Vir ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as'lan, Rev flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashIR90mp/ianc shall be installed at the following locations: h y peh s 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings s1hall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING �' 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS I WINii I ------------ ) P BACKER ROD 6`�31�IF'1: STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing "Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all M 0 KV MAY � � PO ?i i Reyiew Complete,, to�the �d?!� fg aftd apprDyed FP e lflahr pth Edition To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H (8 � E M 8 0$ S C V � 1 �C naQ r ^ Q M 0 C J LL 7M U. LL lIJ 0 Z J v LL - To c rn a ii x c? m Z ILW N Mz d J 1= Z o W ❑ ❑ 0 V G z� Q� (2) �v 1 5 C1 LIJ Wo r.LI m v � 0 4111111 o M M J$ gg 2 S z a E o on r CL 0 U U ?0 U Z�� 4 w� Q Za5c _ro N C <am� it z Z 0 Z W m aE a Mt 0, a 03; O > Ln LL 0 rn CD.-. (0 :3� co CU Y � O C LO n CO 0 ' ai ON O 160 r C\1 M N t:n r .. m W t t"7 ` �; rj Z Ncn a U Q p _J JOB NO: 23-00505 SCALE : AS NOTED SHEET NO. WP1 HURR/C.4/1/E Mounting Brackrats (10 Gauge' +1!2•X+1!2' X 2-12" See Anchor Schedule Bolts 112" Dia. A325 Gals, ITYP•)of o - � k145e1f-grilling Screws A/C Urdt Bottom Edge • Hurricane Strap (Typical: 3 in front) Front Cross Support (May be cut to by } Left Bracket (16 Gauge) k 14 Self-0rIIIIN Screws Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 10-5/8" Washers J Self -Locking Nuts 4%tirlh g141wl,rialln imruiuLLestA art rq,lwnln( with c h Hw na.lrc :11r lira:, FFaa��eseatea Rated Sad tks�Piag available rapeas nattiest(addL..d last cold �f) lack Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department at Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detail Paosl al iViO12021 ..r .e ,:w .,,...v ,r'4 J?'a�.:l^�4.. r..«. 1,..3i.,v,.«,:..,. r V .,�.., .." .>, .. ,... �...... n,. •.,.,.:.�,rt »' ...r .. ,.x a .s :�:.. ,. .......•:... r �... ,. ..8 .- la.-� ,..'1 �k S86 ln*v a W 2UR Date pending Die Tyg Vinson Neddamm cantset inoIwara Ucras validated III ytlbim iWIDI¢4d PAC AWrOMM ntaattlaa fbm MRnnatlon 2020 tartan Vent Produas. Inc Michael Grohs. Hwmse f. Nora a P.E Locke Bowden P.E. 12NBf202D 121entin 12282020 Aprawd catapay: amK,,u CompOnerll0 (877) 44"388 PE•73776 (334) 3041800 SuhCsitpory: productsIntroduced As a R.Aun or InroSiamementcdm New Tedinokigv Cenpllann IMthoot Evaluation Raw torn a Florida Regiskred ArohXxt or Ut*nsta Flash Prole»Iona Engireer JAY Produed NOW Numpr er Marro gyp(,Assurvispe AfaryiNN $fig in Hv UN Awrondfor Use Z 2Yi1gL= tom 2290 9aalam Etll-a 1 SmamVent Model g1540S10 Wei Funcban Flood Ind VeM12flW Vent 1231/2023 Yes Yes NIA 4100F100 2 SmaltZ Nadel e1540511 Dual Funotlm Flaw nd Wrilladon Vent 12132023 Yes Yea NIA •100),too 3 smanVent Modsls184P620 rletllated Flood Vent 12/312023 Yes Yes NIA •100 IDO 4 SmsdVsrd Model g174D521 hrWW Flood Vent 12/31r1023 Yes Yea N/A „Z100 5 Sma"Vent Model 0154d524 16&Qud; Garage Door Flow Vent 12/312023 Yes Yea N/A WA 6 Smovent MOdaIW540570 Wood WWI Insulated Flood Vent 121312023 Yea Ya NIA •lo0F1o0 7 Brit= Model e1540.1n4 14.5&quot: Gang! Door Flood Vent 72312023 YM Yn NIA WA Florida Department of Business & Professional Regulation Page 1 a, Building Codes and Standards In4rm21 Product Approval Application Detail ...,... ,.«u4L.ku.,,.,}}•.�.ir . "": ' r1i`.''v zs ..,.,.. .. , =. .:kr'c Lfii.'°;?.. 'h HA.i/r': a ...�.� `. '3 n.": {' _�.5t �1 `0 �.`<Nrx1' '�'. 'F�rk,4i'.�'a`S,vt�^. S811t rnmLnt RO Ra Dow PW IM Jolt I)I$ VJ01aa 1103ANIEM fmgtai fuiew.rauera. YAWIM Lk Yllb9liai Jt&mu g fA4dIssID3W hmmud Bill" Rewsirl 2020 Drexel Metal,. Ins. Jason Shumate Zachary R. lul6 Locks Barden P.E. 08n02020 oalow 020 osa 2020 1 do NW20 Appraad Category; Roding 15021303-1511 PE-74021 (3341300.1aDO aubCalagory: Metal Roping l,humste@de,met.can Compliame Mehod Evaluation Repo" from a Florida laxost nad Archaad ore Llarissd Florida Prorescona Engineer 91MREAssu am ADaowd to Uss Asomed for U10 irnDKt D2Lm gqi Prmungsxnetlon SSsfiaaldl�ldlLlln..Qis IInha6 OLM"NVHZ 1SfNWli Pressure IXeae1 Metal ROon1g SyWr1n DMC IODNS, OMC 15088, DMC 1758. DMC 2008, 12/312025 Y. No NIA .01-180 DMC N Florida Department of Business & Professional Regulation page 2 a4 Building Codes and Standards 105*022 Product Approval Application Detail •• r. y 'aY" .t.47 '1 Y`i' ,t, pJ 4 ',r:v,;'mrge1 ,.,-Yri ;+ L '.vai.1,' .,coy,.' 7/F 1 Ir- i'-X•3k1, ..+� .,..1.,,• 'M1(r�6t uy�I iq. _ p *G4FY .gam. ,�' 'r*d�,�" c,:• �y. 1/,. :�.:,., y�. ,P lea)+{. '.��P7i!, i1Ly�h' s Y.. >lu,£ �I ' - },1'�:,,�y,.�1. ,.p� �Q-A t�t°I.q... '" '�" � �:. "t"t 91 +, :�0 .: .Ad w^_ I. .f'd.Ald¢.y�` '. l > r"^G ,�"1 „ir�n:,..�m4:.., tGJ i$♦ia Fi1ttIN er 20 20 im version manufacturer Contact Enalr ser & Licencevalidated 910 Validated f9C Approval Approved status RAY18101 2020 Thermi Corporation Steve Je$person lyntlai F Schmidt, RE Ryan J. King P E 04115=1 1231/2020 04r2212021 081081=1 Approved Category: Exterior Doom (800) 043-7620 PE-43408 (813) 767A655 OubCat"Ohr. Swinging Exterior Door Aaaemb6es sJNperson®Biermetru.co Compliance Method: Evaluation Report from a M Fiords Registered Architect or Licensed Florida Professional Engineer FL�o1W4t6 Produlds Refuel Mode). Mumpxacome ClualityAssurarica Anprowd Ti901 AHVMj far Use Aporovad O for Use lggpygl Deal EM11111110 1 a. Themm-Tru Fiber-ClaWc and arootli-Star Nominal 8&tf39;88quatimpactilquot; Opaque QG112022 No YN YN WA Composite Edge Fiberglass; Single Door (InsWnStOutmMng: X oonf auratlon) 2 b. ThemaaTru Fiber-Gasslc and Smooth -Star Nominal SSM,,8 &quotinpact&quot, Opaque 12131r2022 No Yea Yes WA Composite Edge FiberglNs Stale Door with Srdelte(s) Onswngroutswng; XO, OXor OXO configurations) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal S%i &quotlmpact&quot. Opaque 12131/2022 No Yes Yea WA Composite Ecigs Fiberglass Double Door wth or without Sidelhes (Insawing/Outrwing; )0Xa OXXO con urations rg 1 4 d. Therms-Tru Fiber-CIaWc and Srraath-Scar Nominal 88M39;0 8quoklmpact8quot Opaque 12l3112022 No Yee Yea WA c e F lass Single Door composite ati ions Flaw Xc Incwl ate ' X pond uratltn ( :load wing, g ) 5 e. Therma•Tru Fiber -Classic poi antl Smh•Sar Nominal B&a39;0 6quoklnlpact8quot 31 Opaque 12 20Z2 Na Yea yes WA Composite Edge Flbwglesa Single Door Milt Sidel te(s) (1 newing/0ulsrvrg; XO, OX a OXO configurstar.) 6 f. Themme-Tru FIlow-Classic and Smoo1rl-SGr Nominal g&isi 8quotlmpactliquot. Opaque 12/31/2022 No Yea VN WA Composite Edge Fiberglass Double Door wth or without SNeIRN (MeMnalOutsi XX a OXXO configurations) 7 g. Therm -Tru Filer -Classic and Smooth -Star Nominal 8&WV,8 11quottnpact&quct Glared 12131/2022 No You Yee WA Composite Edge Fiberglass Single Door (I ... irg/Oulawna: X configuration) e h. Therais.Tmr Fiber-Caiaale and S.V th.SMr Nominal S&AGS8 &quittlnpactilgllot Grand 12/312022 No Yea Yes WA Composite Edge Fiberglass Single Door with Sidelle(s) (lnsairglOumswing; XO, OXor OXO configurations) 9 i Therma•Tru Fiber -Classic and Smooth -Star Nominal n&dr3a;e &quotl mpact&quot; Glazed 12r312022 No yea Yes WA Composite Edge Fbeglau Double Door with at without Sidal"1e One ing/OuoAmng; XXor OXXO connguralons) 10 i. Theresa-Tru Flbar-Classic and Siroom-Ssr Nominal 8609 Gquotl cop olliquot Glazed IIV31=22 No YN Yea WA Compoa"e Edge Fiberglass Shale Door (1 nwing/Otdswing; X donfigundlon) 11 It. Therms-Tru Filer -Clams and Smooth -Star Nominal WA39,0&quotlmpac%gtuot Glued 12131R022 No Yes Yee NIA Composite Edge Fiberglass Single Door with adeliho(a) Snswng/Outswing; XO, OXor OXO configurations) 12 1. Therma-Tru Fiber -Check and Smooth-SMr Nominal S&M3QO &quot;l npacffiquot Glued 11231=22 NO Yea Yes WA Composite Edge Fiberglass Double Door wth or without Salel@es OnswinalOutswin9. XXor OXXO of fgurebons) 13 m Thsrma-Tru Fiber -Classic ale Smooth -Star Nominal 86df39,8 &quotlmpact&gwL Glazed Molded 12131/2022 No Yea Yea WA Open Composite Edge Fiberglass Single Door (Insaingl utiv rig; X configuration) 14 n S n. Therms-Tru Flber•CMseic and month -Stir 1 Nominal 8 u l uo' Glazed Molded 1219 12022 ok nlPaat&q o Ina) B8dJ3D' t , &9 NO Yea VN WA Open Composite Edge Fiberglass Single le Dear with Glazed Abded open sidelim(s) (InaMrglOutawrg, XO OX or OXO onnf .rations g ) 15 0. The-7.FI6er-CAsasic end Smdolh-Star Nommsl8&M39,8 8quotlmpacfagtlot Glazed Molded 12311A22 No Yes Yea WA Open Composite Edge Fiberglass Double Door Mon a without Glazed Molded Open Seelhes (In"ng/Outsw►ig; XX or OXXO configurations) 18 p. Th.-Tru Fiber -Classic and Smooth -Star Nominal 8&MG96 dquotlnpactiquot Opaque 12131= No Yea Yea, WA composite Edge Fiberglssa Single Door with Molded Open Sdelits(s) (Inswng/Outswlng: XO, OX or OXO conllgunations) 17 q. Therms-Tru Fiber -Classic and Smooth -Scar Nominal 86M3688quotlnpacAquot Opaque Vnit2022 No Yee YN WA CompoeRa Edge Fiberglass Double Door with or without Glazed Mooed Open Sideldes incwuig/Outawing, XX Or OXXO mrmguratkns) Florida Department of Buslness & Professional Regulation Building Codes and Standards Product Approval Application Detail Few I f Imo, I..:•_ ts'-"°�a9 "q' W:}e!',Fr'�N, • „ ... � -•, ve mvwf/a L �.io'SM •1- I.cr n-:r r 1 .prow, "6n ±Gt4'n'ti �. ,y,,.nr A ,^�•./ �rRX, 7c,' Q t EOibLOC ails pia Die Sand- 2IN ]gig version Manufacturer 1:911112 BMaara ue«u.yrMMad By Valltlsiod 3ibmilud 1_&C Approval Aporpyl9 glad? Rov- 2020 POTlndustrin Jena Ra..ardd MI-4-Dade SCCO-CER Mo -Dada BCCO-VAL 11/192020 19(262020 1124f2020 Approxd category: Eater. Dore (941) 490-0100 1786) 315.26" Subcategory: Sliding Exleria Door Ae,anblas Iroa-Inappkntluohl.- Complieree Method: Cemlatlon Mork or Lasting on' f LOMA31Rod.d. CauslivAsuram AurewdforUse Aparow6 for Use b= 229M ieaA FYod�! MomNL:_r or NJne „�(dJilga you" !i(aaait, In MYEZ. 2i tiiLtit(ttT ll� a t90655101Le9e M -116 Impact) Vnyl Sld ig doe, Don 04H47zoN Y. Yea Yea NIA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Ex . Date 1. EXTERIOR DOORS IFL20461.1 A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67a0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 Br HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2&2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underla ment FL12328 N/A 6/29/2023 Ply lass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NiA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Borrai Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels 15076 FL15076.1 - F L .2 NIA 1 12/31/2022 All American Shutters &Glass Galvanized Steel Storm Panels L1 869.1 F 7 N/A 12/31 /2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -lie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999,4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197r5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25(2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE N N Florida Department of Business& Professional Regulation Putt of .6-0 Building Codes and Standards 1252022 ::Is O 'y , +p $� Product Approval Applicadon Detail �% 0 -►� ,.. .��'r r� isyil,�.,�iA",,y,k�N'7h'`�irdt^°1Ar�A��T'M6Y�A4lC�i'r „ ;�'�.:� t�itw:�iy�"r..� r, °Fw°„i sw`��er? aa °,�':xi �.%a_y z" apl�rrSw,.�L 1F Mj-,«�:,�;7'� 'Err�t 0 La Version Manufacturer Contact Enoltner & ucenee validated rev Validities! Super Pee Approval Approvedg�yig _ C `v Rwleion 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King P.E 0P23M1020 07H2/2020 07129=0 10r13f2020 Approed egory: �1 ♦-�A •�1 CatExterior Doors (SW) 843.7626 PE-43409 (S13)7874W% ��aae+++ttta subCpUgory: Swinging Eaterw Door Assembtae c)sspermn®NsrmaW co c ; cu (n Compliance Method: Evaluation Report from a rn V,/ -� V Florida Registered Archted a a Licansed Flares 0 Pro ommml Engineer �� O Approved for Use Approved for Use Img ggRgp 0.. C . S g!e ProduG MotlN. Numberor Name Pt9duat Drearlotlon Contract Exolre8on on* In HVH2 Outside HVNZ Replatant Pressure _0 � /R 1 e. Trnrnu-Tru Fibx-Clessk and s ooth-ator Nominal 6&M3SS SquotlmpactlIquot Opaque 12/31/2022 Yes Yes Yea WA 0 O �e y Composite Edge Fiberglass Single Door 0 (Inswng/OuMving; X configuration) (n aa�� 2 to Tterma•Tru Fiber-Clanx; and SrnpothSaat Nominal 88M3R6 &quct:lmpaot8quot Opaque 12/312022 YN Yea YN WA `A/♦ �♦ C� Composite Edge Fiberglass Single Door wish W L W L Sidelte(s) (Insving/outswing: XO, OX or OXO -,-.a configurations) 0 `N 3 c. Thermo-Tru Fber-Cleaelc and Smooth -Star Nominal "01%5 aqua:lmpaa&quot Opaque 72f311=2 YN Yos Yea, WA 1E 0 61� ,�ACD Composite Edge Fiberglass Double Door v*h or w1thout adeIBN (Inswing/Outawng; XX or OXXO configurations) A d. Tnerrru•Tru FlbenClasaic and SmoothSter Nomina186M39; 0 squat; Impaat84uot Opaque 1213lf= YN YN Yen WA Composite Edge Fiberglass Single Door O newng/OuMaing; X conf guraton) 5 e. Thisma•Tru F1bx•Classk and Srrlooth-Serf Nominal S&M3DD Bquoklmpad&quot Opaque 12131/= Yee YN Yes WA Composite Edge Fiberglass Single Door with Sdelts(a) (Inswing/Outswing: X0, OX or OXO configurations) 6 t Themna•Tru Fieer-Claux: and Smooth -Star Nominal 8&0AW;0 &qucklmpact&qum; Opaque 12/31 r2022 YN Yes, Yea WA Composle Edge Fiberglass Double Door with or without S'rJNitN (Irowing/Oulewing; XX or 0)0(0 configunabons) 7 a T)emWTru Rbar-Clessk and Smooth Star Nomina) 6&MSg88quot,lmpacUlquol, Glued 12/312022 Yea Yes, Yes WA Composite Edge Fiberglass Single Door (InswirglOutswing; X oonfguration) 6 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&M3e,88qurotlmpectbrquct; Glazed 12131r= Yea Yea Yes WA Composite Edge Fiberglass Single Door with Sidelae(s) (InewingtOubwing; XO, OX or OXO corfigurlltions) 9 i Thermo-Tru FlberClessio and Smooth -Soar Nominal 6&1*,6 &quotAmpaot&quok Glazed 12131/2022 Yes YN YN WA Composite Edge Fiberglass Double Door with or without Sbaltes (Ir s wing/Outawng; XX or OXXO conNgurstions) 10 i Therms-Tru Flux -Classic and Smooth-Sar Nominal 8&#WO &quot,lmpacAquot Glazed 12312022 Yes Yea, Yoe WA Composite Edge Fiberglass Single Door (1-u ng/0utswrig; X-rifgurabon) 11 k Therma•Tru Fbsr-Classic and Smooth-Sler Nominal 8&#M,,0 &qud;lmpsct&quill; Glazed 12/31r2022 Yes Year Yee, WA Composite Edr wi ge Fiberglass Single Eboth Sdeige) enswinglOutsw rig. XO. OX or QXO corfigurobar s) 12 I. Therms-Tru Fiber -Classic and Smoolh-91ar Nominal 814M39:0 8quotlmpad&quot Glazed 121311= Yea Yes YN WA Composite Edge Fiberglass Double Door with or without 9deliaie (Irlewing/Outswirp; XX or OXX, configurations) 13 m. Theme-Tru Flbsr.Clesac and Smooth -Star Nominal 8&932,,6 &quoklmpact&quot Opaque 12131/= Yes Yea Yes WA Composite Edge Fiberglass Single Door weh MquotNon•Impacl8quok Sldellte(i) (lnswing/Oulsmng; XO, OX or OXO confpurragans) 14 n.ThAX Tru Rbsr.Clasek and Srrwom-Star Nominal6&7F39;8&gtlotlmpect&quot Opaque 12/31/2022 Yes Yes YN WA Composite Edge Fiberglass Double Doorwith &quot;Non•Impaal&quot: adelites (I nswl g/Outaunq; OXXO configuration) 15 0. Therma•Tru Fiber,0ssslo and Smooth -Star Nominal 61,03R,0&quot:lmpect&qum Opaque 12r3l/2022 Yee Ym Yea WA Composite Edge Fiberglass Single Door with Squat Non•Impact9quot adelitaNi (I nswirlg/Outewing; XO, OX or OXO configurations) 1s pThem,a-Tru Fiber-ClaNk and Smooth -Star Nominal8&e'3g0&quot;lmpact&quot, Opaque IV3112022 VN Yes Yes WA Composite Edge Fiberglass Double Door with &quofNon•Impad&quot; SidelMN (Insmng/Outawng; OXXO configuration) 17 q. TherrrM-Tru Piber-Classic end SmoohiStar Nominal SAM ,$9qupkN.n-Impadagx* Opaque 12/31 r2022 YN Yes No WA Composite Edge Fiberglass Single Door flnswingloulawing; X configuration) 18 r Therms-Tru Filer -Classic and S loth -Star Nominal 6Ma*6 Squot.Non-ImpeaSquot Opaque 12/31/2022 Yea YN No WA Composite Edge Fiberglass Single Door wth SId elte(s) OnewngrOuaiwing; XO, OX a OXO configurations) 19 s,Therma-Tru Fiber-Clasab and Smooth -Star Nominal 6&83P,89quot;Non-Imp@x;*uit Opaque 12/31/2022 YN Yes No WA Compos"a Edge Fiberglass Double Doer with or without Soellles (InaMrp/Oulsmang, XX or OXXO aoiHiguraeons) 20 1Therma-Tru Fiber-Caissk and Smooth -Star Nominal 880390 SquotNon-Impact8quot Opaque 12131 r2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inawing/Out w g; X configuration) 21 u. Therme-Tru Rber•Ckissic and Smooth -Star Nominal 8&0039.0 &quotNon-Impaet&quot Opaque 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelke(s) (Irlswng/Outswng; XO, OX or QXO connauraaons) 22 v. Therna•Tru Fib-.0-rind Smooth -tar Nomina188M3o;0&quokNmlmpsr48quo1; Opaque 123ll= Yes Yea No NM Composite Edge Fiberglass Double Door WIN or without Sidsiites Otlamnq/Outswing: XXor OXXO configurations) 23 w This., Jim fiber -Classic and SmaothSlar Nominal 611,1WA &quakNan-Impact&quar Glazed 12r3112022 Yes Yes No WA Composite Edge Fbrglsss Single Door (Inswinal0utswing; Xoonfiguration) 24 A. Thermo-Tru Fiber -Classic and Sno,:O•Star Nominal 68M39:6 Mquot;Non-Inseet8quot Glazed 1213l/2022 Yea Yes No WA Composite Edge Fiberglass Single Door with Sldaille(s) (InswroOudawnS; XO, OXor OXO corfigurations) 25 y. Tnerma-Tru Flier-Ciassic and Smooth -Stir Nominal 8LxN;8&quMNon. ImpactAquot Glazed 12r3112022 Yea Yes No NIA Composite Edge Fiberglass Double Door with or without Skel"N (IrrwringiOubwing; XX a OXKO configurations) 26 X. Thertnii Flbar-Classic and SmooM-fir Nominal 6&aW;O&quetNon- Impact&quo$ Glued 12f31/2022 YN Yes No WA Composite Edge Fl bergleas Stale Door (Inswrly0utswtlg, X configuration) 27 za, Throne Tru Fber-Class. end Smi oth-Star Nomina166M39:06quotNon In aX&quot Glazed 1231I2022 YN Yes No WA Composite Edge Fbaglass Single Door with Sdelite(g) (Inewng/Outowng, XO. OX or OXO configurations) 26 A Therme-Tru Fber-Claw:; and SmDothStar Nominal 8&038;08quot:Non. Impact6quot Glazed 1213112022 Yes Yes No WA Composite Edge Fiberglass Double poor wth or without Si"Ifts, onswing/Oulswng; )0( or OXXO cordigurstons) r 17 ?OP3 Florida Department of Business & Professional Regulation BuilingCodes and btianderds Product Approval Application Detail ' ion$ Virtp�ei'ieWa! v ev 1 dFi$/$ frf- RieW � ')'fnPhance W.Comp a an by Debt- - "'Ile 2020 F d Ann-+ ^ nc- Of i a kh'y ' - l O 2211111 ClntnLaL t7M2 lEltt lgtLtllipa Alt 11t0 X ilea mambsb [ fgotarS ladmaA.Usnaut 11ililas4ic )digiW awsam FaCARRMYA Aamand a"Remakn 2020 Jul Windows and Doss aeM 6h/tiger WIt RWerto Lomas 8leven M. Udall. PE 1006r= 1a042020 fOnppr ar2020 12n S2020 A•ed CrAgay: Exterior Doan (717)385.3300 PE-82514 (717)317-8454 SrbCaegory: Siting Exterior Door Assesiblies trlydlngeralmlod.cam Compliance Method EvaIradm Report ton a Flarkh RtgWsrad Anon . ors Used Florida Aranlm• Engines F aMaSS2Aa Mrodude hWlte Assonance Pumtovad fr Uca Approved fr loss �WFI gttim ANA Produat Made, mmbw or morn Product Dn.agtilan - ltl[iliLgeit gutsmc lexati &arMali iraaaJu. 1 SERIES 420 ALUMINUM SW SERIES 420ALUMINUMSGDOX0 120112024 No Yea No WA 1A&311&qua;XAO&qud; NON -REINFORCED 2 SERIES 420ALUMINUM SW SERIES 420 ALUMINUM SOD OX. XO.XX 12012024 No Yn No WA 918qudXaO&quor, NON -REINFORCED 3 &FRIES 420ALUMINUM SW REINFDRCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12G112024 No Yn No WA MS3/4&qudX06Mqud; 4 SERIE8420 ALUMINUM WD REINFORCED SERIES 420 ALUMINUM 80D REINFORCED OX 1201/2024 No Y" No WA X0. XX 9SequdXS%quot; 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM ODD REINFORCED XXX 12/312024 No Yes No N/A 143&qua:.9B&gra. Florida Department of Business & Professional Regulation Fega1 art Building Codes and Standards IAN2021 Product Approval Application Detail pP► pp .............�'YC/i. lwu.t(rui.i b�.na:,. J4eW �:ryJr+b�4%k9rb?la�'i �likir,v.,L'1D,%'+t�^'1���. to^•. hrc�.. ,{°rl�l("'� �,e:>ry %�-1.v ektlR�lv`ti�`�...a �.,3'A:a .'.�Y. :fir,.,vHt?°Md�.mtA.,:3LYs>-:Ys#�C,,.>'',,, sf�:ai Salta ioYCL9e Dail lie Yrl! ]brat version Manufacturer Sholintat A upstater Ya"'N'g.R1 lJutiif4 F&CAMMAI Appro ad RitW. Mammon 2020 War-Okon, a avow orOvrhosd Door Dwayne K0mI.h Johna antes JearyP An-P1 11V122020 0012W1020 10232020 121512020 Apprd164 CorporalM (310) 763-6121 PE-51737 (104) 821-5200 calegry: E,teror Door dkomer @wayne-dencri.c autiCalapary: stational s,1rle, Door Aa-1"1 , om Corrpaaripe Mrhod: Evilualai Report Rom a Flo"ds RagleteradNchaect or a LlCansed Florida Professional Engnwr PLAUMMProduab QWUU AM UMM Ag ,d fiQlhl Apptaved for Use I11063 21Wm Ago Prxaxt Modal. lash:: Nero Product Dwripalm CoraaFljtai(il pia@ In NVHi 9ldiat.fll KZ ItuWe& pressure 3 6o00M1dY8200 01105 M039. Ms. widlli. 14&M36. Alex h lghl Gledng 12312023 No Yet Yea .51.00,05 00 awllablem too orinlemN8lat sedan 10 80OM10OM20091123 14aa3a MawWm.148Rba=lhpM.O..O 12(312023 No Yt1 Yet -N.0003.50 Available in top or Inlonne01sla 9e010,. 11 60001810DA20011124 t08403. MAX wldh. 148137 Max height. dazing 12/312023 NO Yea Yea +34.401-39,30 awsla it In top of ht"hodlalt tadloh. Florida Department of Business & Proferelonal Regulation Prr 1 ri Building Codes and Standards ,rtfrm2, Product Approval Application Detail ,w'ry,y�a-drry--+41. .. e �; t•�u,"w '' .. 5. ,a^ ,. ,�", ,. i'x 'e"r-�• '� :<r rt-rL 1 '^r. 3jY', •s.;*..,, MeE ,x::•.Y_ .ri` r'�, "�k,��.'�st �.ge.i:;n`a8:' 1 a 4 ;.-`r 1 .. ' �$ ` i "'�.'S 'iJy J itF +-.1�� Jr b3. i�, lF. `".45'" ��c'Y'r� dY[r.f�fa ����yT "nkh,C . .. ,•xN<, t. 4-.t??i!.t. ..tt _..�, .,...L i'.s,s,r>o,ir=...:..•.,.,.., .�,yy t^�}ee��...��7'S'•1�'.p�,FF q •�'r,d.T,r.. _!h. _..;.K .. zp.,.. v>.,�,,.y/•y t„;,M,11.r t } . :�*M Fr. r.:7;:,:f-•r~�w.+rY.-�....'.�.•. 3,.a`"r•�'^c, x: r:_i.•..��''Sa'.::tid:,. i y,+pn ,�r Yr ey x.. .$:.M-.u-.. Q292 ialiy t& ➢ire 21011 Dow, pending MIR mm IKE= lid fiat' Enrror A. Mans. facammwel aagam a"Remshom 2020 Cumea DlNaanotAADO. Ion, Tom Rattay UL LLC Troy Beliap. P.E. imorm 1N012o20 imi2o2o Approa0 Ca'sely.. Extend Done 1641) 4 W -2913 (954) 94T-ONO "Category: Eaten" Door Ccmponeht, Ian,rehayeseeslbl y- Complaint* Metand: Certltleaaon Mar a Listing E 6 1ULMLMO.ar, rn ARLI Prmml 0asatllpn OuYM Asaurarico Approytdfr Use Asaonled Sgg ,20 M A= for the know, gealan 2W90I ttialitim Ilimseurat 1 607. 70T 727, 717, 751, 777, and 847 Single and Pales d flush. Gleted, and Louvered angle end axis of 12131/2025 Y. Yes Y., WA Dora hallow metal doors. o' Professional R lion 1 ar2 Flrids Depel6Tlerrt d Business &Regulation Pwe Building Codes and Standards &2021 Product Approval Application Detall /.., ,,,, ,�( .vt . ;,.��y'>Po : "'fi • ram,, a,iC. t a . c i1u7�Rad� '..+/.I pltlen n -'u' , *!,' t' 7 1� "1°V. 3!`7^wi {iK 1.4� i r 'ti, t'^' rt vW[•bV - d e+VP- JWAfi fo 7,rk45'. h'✓7';?tbi�'�;�3e�wua�rA"l•�ti�kl 4,4",?'s�.�tmc���+1"r��r�/«i),A.��„a�, .t; At1� �b?'T 1°' Yv v. }. a .... �, v. �...:,.awXn< <.;��^'n"-ii•.�' , H galls AiNtly or Zit 20 Dsta Prldm 4111 MVge version Wawhictg[f[ Pry y.IMeed By xwam amumitad FSC Amnaval Agplpyag gial9a R4mson 2920 MI Windows and Doora Brent si"Inger American AnaiRedural Steven M. Urkh PE 11/17/2020 11/172020 112712020 Apoxo"d CMeltory: Windows t717)3a}3300 Menuhetrers Aeeodatbn (717)311.8464 SubCMtgo7 Single Hung brengr®m'wd.00m Coviellar"Meiod: CanMntim Mrs or Udng SWWMAUa Amrrnad for Use Ia2a 223NE 11121 P edA1 Yodel. Number a Nam Predict D.K410don In ITAIi, 4siYge HVHZ eggligillt PJritlIS 2 1a5 9H 52272 FiaFlrlpa Frame IGIBO Single HMO 1 DXI82023 No Yea N4 +M.rid Lema,dsd GWsa CD E W Z `V O L O Q L� U O L n CL CD L) W is.- 0 L UJ Q W Z Z Q SHEET NO, PA 1.0 Florida Department of Business & Professional Regulation cooled we Florida Department of Buslness & Professional Regulation Pop art Building Codes end Standards 1125022 Building Codes and Standards 155=1 Product Approval Application Detall Product Approval Application D*Mll Cd9YE ttOfAJC9[ 2* 2M M �. ". ..0 n ... .. _ _....iu:.•. .. r. d. , .. RiJ7n. a j.' Due Pentllm ZARA Verslan dldpydctY2g 921= EnpinaM A ucanse Validated By Voto 1W juloollso PSC Ammrel Aaaroved t Sga soma arL III our eadino gas Revision 2020 Thwm TmCorpomtion SteveJ-person Lyndon F.Schmidi,P.E. Ryan J.King, P.E 10072021 060182021 101131 1 1211511021 Approved nve Vorskin calm Lalaml.Umm )MInYdL Villatlw reiterated PSCAmrovr Aprlmved eai0a Category. ExWrior Doors, (800) 643-7828 PE-4340a (813) 707$5% MYnatlm 2020 PGT Industries Jon. Rea dl M.r*Din o OCCO - CER Merr+Dad. &=O - VAL t1)DII 0 111051 illl irA20 Approved aub0staporr. 811inging Exterior Door Assemblies e)upersah@tharmatru.00 Causing: Windows (911)4880100 (706)315.2590 Compliance Method: Evaluation Report from a m BLA"ogory: ands Hung traere*dapOnduWltte Florida Registered Archbald or a Liconsed Florida Corrpnw<e Mehod: Ceretoetm PAO a halms am Professional Engineer !I FlJa8A61Jt2 Prodtlete 81WnLst11[m AMMOLlaJMa AQRLT LLMUR kWmg lift Aoom%sd br Um iMM LI AM it" B( wI w4D aaortaMl>mtrlaa�lt iUD06 thWcb KM l�at � Be USA odel. Number or Namuct Product Ma Prod OsaOResistantair Con(reot rlroireiion Ueia jp,h l outside HVHX Resistant asaN sir 2 eNssoo ttarpa 61 Inpad) Vinyl angle Hiring 1Mnaor o7r3om26 vas Y., Ye, MIA 1 a Therrne-Tru Fiber -Classic and Smooth -Rat Nominal III& 98 aquot;Non-ImMot6quot Opaque 12r31r2022 No Yes No WA Composite Edge Fiberpka Single Door (I nsWrg'Oustwing: X co figurobon) 2 b Therr sTru Flber•Clasak and Smooth -Star Nominal 6&#*;b &qud;Non-Inpaat&quot Opaque 12I31/2022 No Yes No WA Composite Edge Fiberglass Sng9Is Dow with Sdalite(s) (InswinglOuterunI X0, OX or OXO oonfgurallons) 3 c. Therme-Tru F ber.Claselo and Smooth -Star Nominal 68e3B;8&qudt;Non.im"oMquok Opaque 12r31/2022 No Yes No WA Fiberglass Composite Edge Double Door wS or Without S"Itso (InsW rgfOuteviing; XX or OXXO 0onflaunitions) 4 d. Therma•Tru Fibw.Clnslc and Smadh-Star Nominal 7&M;O 6quot Non•Irpaot&quot Opaque 121311,12022 No Yes No WA Composite Edge Fiberglass Single Door (Inavor OutsWng;XoonnBurot)on) 5 a ThermsTru Fiber -Classic end Smooh-Star Nominal 7&d9D,O SquatNon-ImpadBquot Opaque 12/311=2 No Yes No N/A Composite Edge Fiberglass Single Dow with Sdelbe(s) onoYAnotOutsovi g; XO. OX a OXO cenfshowbOne) a I Themm-Tru Fiber -Classic and Smooth -Star Nominal 54,e3110 &quotNon•Impacmquok Opaque 12/31/2022 No Yes No MIA Florida Department of Business & Professional Regulation Pop i er1 Composite Edge Fiberglass Single Door Building Codes and Standards IMMI grMvisnp/Ouraxnq, X ooMMumdon) 7 g. Themha-Tru FiW.C*uio and Smooth-8ter Nomnal 8&OW;0 &cluobNon-Impud&gwt Opaque 12/1 No Yoe No NIA Composite Eggs Fiberglass Single Door with Product Approval Application Datafl Sdelhe(s) gnawingr0. tswri XO, OX a OXO configurations)� .. .. T .. - - 8 h Themo-Tru Fiber -Cleric end Smooth•Sr Nomlal 8&M3B;08quotNon-Impwt&quck Opaque 12f3112(122 No Yea No NIA rN Edge Reagan Double Door vM or fob AW&A all am l art WOW Sldelass(InNVIngJOi.RaMnol XX or OXXO Version Man f Conrad &ioinmAUcerre Vegetated 16c Fee km -n6purabona) Lmt - Yallalw bilum vw hEMk2i M" 9 L ThwmsTW Fiber•Clmmc and Smooth -Star Nominal 0801SquotNon-Impact&qubt Glazed 12131=2 No Yes No NIA MWWlon ZD20 POT Industries. June Feaswed Merrl-ode OCCO-CER M1amLBde 8=0-VAL IIN52D20 1VO&I 11/11/2020 Approved Composite Edoe Fiberglass Single Door Cologery: wnddwe (941) 468.0100 (786) 315-2500 grnWnw'Oubwhg, X configuration) suhCMspory. III )foss IOMPOdrduellee,e 10 1 Therma-Tru Flbar•CpsNC and Smooth -Star Nonrhal 8&s39;8 &quotNon-Impact&quot Glazed 1MI12022 No Yes No N/A Correll-fAMbM: Canllcatlon Man a Lheng an Composite Edge Mbaglar Single Door wlth Sddba(a) (InsWng/OuMWtng; KO, OX or ONO FLti oontigurl0S,03)ARWAMdiorss. 11 k Themro•Try Fier-Clasad and SnaoM•8ter Glazed 12r31120Y1 Nompos eEdge No Yes No NIA ANU%lguLgM bAUL t� t Fiberglass Double v Composite Edge Fltheryla®Doubb Door vfgh or etaE hodud YodM. NArkr a Npne sveaad.Z1Wdi- Dole b,K)y; aldrrLdl&iZ alatim Caeelrs Wthout SldelBM (Inavdng/OutAMng; XX or OXXO S PW-OSSO ILsrp• MWI• Imvadl Vinyl Pared tMnd- (144301 Yes Yea Yes NIA configurations) 12 L Thermo-Tru FiberClsssic and SmOdlh-Sal Nomhol 7&M;O &quotNon•Impea&quot, Glazed 1213112i= No Ye* No N/A Composite Edge Fbwglass Single Door OrtawngfOwWv ig; X conf ipulation) 13 m. Tbernhg-Tru FiberLlanic.nd Smooth-S., N-kol 781 &quotNon-Impw &qL.* Glued 12alr2022 No Yet No N/A Composite Edge Fiberglass Single Door with Sdelne(s) (InsWnprOWsWng, XO, OX or OXO configurations) 14 e. Tharmga Tru Fiber -Chard and Smoom•tBMr Nominalist U#39;0 &quotNor Impm%quot Glazed 12al/2022 No Yes No NIA Composite Edge Rbwgleaa Singb Door gnaMngf0utswkg; X configuration) 15 o. ThermsTru Fiber -Chad and Smi oth•Shlr Nominal 89039o4quotNon•Impad&quot Glazed 12r31r2022 No Yes No NIA Composite Edge Fiberglass Single Door Wt h saga IYaa limim ANNNWk mt RsMae n 2020 MI Whoever and Does CMogWy: Wbdows slbCMopDM• Horizontal side Compliance Mamod Caftoon Mark IListing Cl um Lad 1 H8158 Fln nd Flonpt Fromo FAN an Version M-t -,- Religion 2020 MI Wlndaa. end Does colsgory: Whoeaw "C.tegory: Muaons Compliance NWbod gVeMtbge Repel from a nwYo RPO.Wad ArdhNsst a a Ucenged Florida PrdoosionM Engineer 101 AMOS 2 ftftm Florida Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application lostall pass d1 N fitful anft is Win are Dom Pe dim aa& Bison Whose American Architectural 8leven M Later. PE 100012020 iw&7 20 lonVA20 Approved (m7)385.3300 M.nukduran Ai Wnw 1,77-n NT.6454 bYOhPrambd.co n 1�WOYJ1aMIM1fflM.! Amrebdfaun Aogti3imila.SY! mum 22ft ".921naubtd0l.e* 02/1&2024 No Yet No •W55 Modda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Cortr� EnEMd xa Cicero, Brent Wheat Luis R Lams, PE (717)385.3300 PE-62814 bdahgerbmhvd.0on &90YM,2toLMIMO Vatice1 Al-r- klulkm Steven M. Lam, PE (717)317-8454 Pag.1 r 1 trI ore iota era eeuMm a" YalErw submitted FaCAmmvat A,--d S" 10982D20 10AO 202D 10/10020 12r15r2020 Approved 2WML62MAMMd A,,,w dfw Use AoffmmdAL E ka" mown fAAkmgAW*MML2ft )IL 1AR 1�ICW IML Allb" 07A/tlla 17 Sdellturat pnsWrhplOutswlnp: xo, OX a OXOconfig Sidelbrsdona) Florida De rtment of Business A Professional Re lation Pa 9u Peps i d 1 Fbnda Depoinhort of Business & Professional Regulation ragez ez 15 p. ThefmsTru Flbar.Chmmk end Smooth -Star Nominal SU39;0 &quetNon•Impwt&quot Glazed 12/312022 No Y64 No N/A Building Codes and Standards IM=l Building Codes end Standards 19=21 Composite Edge Fiberglass Double Door With or WNwin Sdefilin onavnrg/oub3Wng; XX or OXXO Product Approval Application Detail Product Approval Appllc&tfon Detall configurations) 17 q, Thermo -TN Fiber-C4wsb end Snmth.&w NanhN 5&M3&8&quc,Non4mpodaquct Opaque 12/31r2O22 No Yes No NIA Composite Edge Fiberglass ass Single Door WinAll �. , . - . - .... ;3Stilsgf-Y ) ... , Transom (IneW rglOutswing; DIX configuration) d .. y, . - .. 1C+R.. - - - - .... - - 18 r Tharms-Tru Fiber•ClessiO and Smooth-Ster Nominal 88e31T8&quotNon-Impaa&quot Opaque 12t3112022 No Yes No N/A Sddh ED2t9L 11k 2= 1 £ea tag gin ari oar Pend- tad CcmpssNs Edge Fiberglass Single Door votN L8 y871� r � EgM00a01�it 0t $ Ili p Ammwl Aaom7aa jYa! %ar i_ rlmtal ura. SK" amoLULLLMM iMllllakca Yaal" i mma g Pac AMMA AaKMM At" SldelOt(.) .nd Transom (Inswinp'Oulawng,. O/XO. Olox or OIOXO celMgmabas) rtMsiun 2020 Jule* Hardie Bulking Preclude Inc- Chad Maas V. Andrew Ten John aathald, P.E. 01s11:2021 12114nOW 0I)MO21 read FBC ApI R"sian 2079 AMds Nick Tnampwh Lyndon F. achni P.E. Am J. King, P.E. OV152021 021150021 02r=021 OM3112021 Approved 10 a Tharmg-Tru Fber-Classic and Smooth-Ssr Nominal e&M3g;6 &quotNon-Irrpaa8quot Opaqut QM112022 No Yes No WA Category: Pane WMIF (goo) 545-OM PE-81662 (352) 3ST-2528 Cefspwy: Panel vole (330) 922.2389 PE-43409 (513) 7er45:5 Composite Edge Fiberglass Single Ilea Wkd1 staCsiegoM• ledng ch.d.disraktQiseneehrd subeaseg.ry: 9cRU dh-Pronaalsidtaarn Sidate(y gnsvAnyOubWng XO. OX or OXO compliance Momod: EveueOw Report from a •ten ceepeor-Ma d: EvaluMlon Repon corn a Continuous Haw and Slit con 1puratdn.) Florlds R ostered ArmbeCl we Licensed Florld. needs Registered Aerted prg Licensed Florida 20 t Thermal -Ted Flbar-Cleulc and Sm*bl..Sbr Nominal B&M.0 8quetNon-IRKud&quot Opsqua 12131/2022 No Yw No WA Ftohssionso Engineer Pn*mbnM Engineer Composite Edge Fiberglass Single Door with Sdeits(s) gnsvrnalOubWrfg; XO. OX or OXO EI Y84 Ptal92n.as aed,at. Continuous Head and Sill oodiourations) 41WwLAaMID�. A000vsd far Ust Approved to use Imam IIs� fag Aggrieved far U.. �g� awm 21 u. ThernlaTru Flbar-Cle"ie end Smodh-Rer Nomine188M39;8&1Ncr IM%ot&quot Glazed 1213l/2022 No You No NIA MA Product Model. number or Ham hockki contract E.*Iu goat In HVKZ out" him t{egional Pmmm glass Pro" MOft Parker a wtm Fro" niprlrtlon Congress aloarwlon two In. 1I OWMda go~ rnswn Composite Etlge Fiberglass Single Door Won SI(lelts(g) (InsWnglOuteWng; XO, OX a OXO 1 Cmpiant Lap Siding Sbtr-crment l.p siing 12? 1J2023 Yin Yee N/A WA I a swa2D&quot aoik Vem or Sold WWI" 12/312023 No Yea No WA Continuous Fleet and $ill mnflgumfice 1 2 HardrPlenk L.P 8lding ibr-C•rmnt lap sting 12/312023 Yet Yet N/A WA 2 b. wet;mimoce r4&qud; Balm Vent or Sold Vinyl fora IV312023 No Yet No WA 22 v, Thern-PI Fber-Classwand Smooth -Star Nominal S&M3;0&quotNon-Iffwat8ouot Glazed 12/112022 No Yea No WA 3 4. Awa;Grembnw Nrdsge soov iw: Soft Vnl wsdld,W Sale 121312023 No Yee No NIA C0mpW80 Edpe Fiberglass Single Door with 4 d lLw t;OlLLDu4t deft Vent or, Sold VNV We 12r312023 No Yet No NIA Soelea(p (InsWnglOuWArp; XO, OX or OXO 5 a. &grd;Chrlr Oak&quot Bdfli Vats or BMId Vbyl 13da 12/31=3 No Yes No NIA Continuous Held and 911 oonngurebors) 8 1. 6quct:6uper Sp.nrquoh Solid Venter sold Valid Beat 42131=3 No Yee No WA 23 w Therms-Tru Flber•Clerlo and Snadh-Star Nominal 54,0131g;8 &quo;Non.ln"ol&quot Opaque 1213112022 No Yes No WA Composite Edge Fiberglass Door Panels With Vented Sde Ws) onsvAnglOutewhg; XX XXXor XXXX configurations) 24 K. Therme-Tru Fibw-Classic; and Smooth-Rar Nominal 8&M3D0 AquMNon•Inv"&quota Opaque 12/31/2M No Yes No WA Composite Edge Fiberglass Door Panele With Vented Sidellus) gnsWnWCubwiag X3t XXX or XXXX confguretion.) 25 y. Therrna-I'm Fho-Chule and Smooth-Smf NomIrsol U4 B:B&quotlNon•Impact&quot Glazed 12r3112022 No Yes No WA Composite Edge Festoon Door Panels With Vented SdWWO (InswirotOute vvflg; XX )= W )O= Florida Department of Business & Professional Regulation Pow I e(I oorlfiguntions) Building Cotes and Standard& 10a.027 26 iTherrs-TnuFker•Clessic and Smooth -Star 8&M38:0&quotNon•IrrpaW&quok Glazed 12/112022 No Yss No WA Composite Edge Fbergless Door Panels vMh Vertigo SideWQ OnevAnyOUWe*g; XX XXXof XXXX Pro1WCt Approval Application Detail owdigurallons) Florida Deportment of Business & Professional Regulstion Building Cocas and Standards Product Approval Application Detail Past I or 18 021 27 zo. Them-Tru Fiber•Gasstcand Smooth -Star Nominal 6&N39;8&g4mLNondmpaot&quot Glazed 121131112022 No Yes No WA Composite Edge Fiberglass Single Door with 38M .0'Kam ,..` Sdelite(s) 0 nswng/Oubreng; XO. OX or OXO .. .. configurations) sea El k, col "It abet am live rm atM 226 intky a tilt mu Out.&mano an 28 zb.Therm-TruFlber-Gesslc and Smooth -Star NominelO&K*,e&quot;Non-Inpaot&quotGland 1213112022 No Yale No WA mm Yarslon IooligioD Contest ronimm:AlImM YALWaLt Ydtlrw bbmww fscAmmvw Accosted MIWL mm VMW,, mandvAm sa38l"L EodDUL 6WM gliddim Yim" son" fACAMM" At)KAM men Composite Edge Flberglses Double Door whin Revision tom TAMKO 8ukding Products LLC Kohl Edge Robert NNmnen Jan W. Knop W. PE 1om4ao20 09129/2D20 1an212o2b 1211517020 Approved R.WMm 2020 L.V. Thompson, Inc. door Thompson Archilectural Tony Chr1s1nun Zed" R. Pr" Steven M lkich, PE Oen 7/1020 0110111,7020 091 1211S11020 Apprewd 08,01eidelltteonewinglOuthWng;OXXO Category,fimehg (411062446" PE-59166 454)7724224 MstMSCompany (TAMCO) (111317411Z450 PE74021 91T)3174454 29 c. TheiI Fibw-CW"c and Smooth -Star zm oWigurRgon) Nominal 8&0&glaat Non-InpRd&quot Mergeds M. 12131/2022 No Yeo N WA D bCgory: at Undonoymed. Kerh1_rn�tamko.rAm Category: Rang "Cateeotye Roofing Accessories that green ImyApornalefoanp.can Composite Edge Fiberglass Single Door With 3&M390 Compllence Momod: C-wuatim Regan tang lftM" Pan dim. Rodin d pion Sidelke(s) 0 newing/OubWng; XO, OX or OXO Florida Registentl Architect we Uener Florda R ComplWlce Memoat Evaluation Report Loma aeneguratons) Professional 6nginar Flods R.gM.nd Noticed a. Licensed FI 30 zd. Thlerma-Tru Fiber-Gassio and SmoothSYw Nomna110*0&quotNon-Impact&quot; Glazed 12r31r2(l21 No Yes No NIA Professions Engnew Composite Edge Fiberglas Double Dux with FuMmmlerodual 32939.0 SdelOes (1naWnprOutewng; OXXO dueller AmnestiesAOM.wer uea A�1� all" GROW tl1E2Eesletarmp9n 31 ze,Tberma-Tru Fiber.Gassic and SmoomStgr conhguraaon) Nominal 7&M39;0 iquotNon•ImppaBquo[; 3haKar 12I31/2072 No Yes No NfA LaE hodud Yodel. Yunhr a Nerne Prodk5L.generateMn 16l11a1: Alnrewdfor Uea ArY[ovM la tar pppAtt ggpla! Stein Composite Edge Glazed Fiberglass Single 1 TAMKO Rod Undontymnts(HVHZ) Radund•d.ymems for ve. In F BC HI 05rN2023 Ye* No N/A WA Lp&aguilmouLamouLwilmProduct OncrkftnS III Outside Hym assbw EMWQ Door Wth or Wghout 1&*30;2 Sidelae(s) IMlsdadme, 1 TAMCO Flit Top Of-FUdge Vela with goes for Pe A OIL Me rodvefdbla wen bane owoori 7& Yes Yes NA WA (Irowing(OuteWM, X OX XO or OXO configurations) 2 TAMKO Rod UnderbyrnedrlMON44VIG) Redundedaymentsreruse h FliCnivI o82B2023 No Y. NA NIA 2 TAMCO Qd nod(Verg 26 ga. oaQg m No Yss NM ,WAS2b )urls6CWn. 3 TAMCO Off -Ridge Rod Vmt was Base 26 OIL stage rodveshtor who Integrated Nita oaN6 me Ye* Ye* N/A WA 4 TAMCO Round Tap Off -Rite Veto with Barge for nk, 20 OIL ddo rmfyedWor sAth baffle oa%nm Ye* Ye* NA WA Florida Department of Business and Professional Regulation Building Codas and Standards 3/15/2022 Product Approval Application Detail FLN6259-R31 22" Entity or Daft =a l= 20 aStatus 1�(g5 Wrt19II Manufacturer Contact Encinser & Validated Validated Submitted Plandling. BRorovsd Approved Revision 2020 POLYGLASS USA Meury,Alpart, License John W. 1012aQ020 1022/2020 FBC 1211512020 Category: Roofing S954298133OSmalpertapolyglam.com Robert Nieminen Knezevich, PE ANRPQY9L Subcategory: PE-59168 (954) 772.13224 11/011202D Undedaymenta Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLA162MR31 Products i on = tResistant Boston >�gk act Emfradon Contact ProdutlModel NtalMlwerNor* opjpg PMISM 1 Polyglass Roof Undodayments Rooting undertatymeres 10121J2022 No Yes WA +NIAI-GI 1 Polygtass Floor Undemsymenits (HVHZ) P*glau root urldeflayments for use In FBC I2123r1023 Yes No WA MIA HII jurisdictions. 2 Petyttaers Root Underiaymento(non-HVHZ) Polyglaes roof undeflaymeets. Tor use n 12`2312023 No Yes WA •WAl-022.5 FBC non+IVH2 )udsdfdlons. 1 Polyglass Root UndeRaymems (HVFIZ) Poyglass roof untleris mlents for use In FBC 1212V2= Yes No WA WA HVHZ)unmbgo s. 2 Polyglass Roof UndoMt"w is (non-HVHZ) Potfie" roof tin umayments, for use in 1Y/23/2023 No Yes WA •WA/I FBC non4HVHZ judedkdone, 1 lass roof m for use in FBC121232023 Pol ass Roof Unde ergs r undM cots vd naxn (HVHz) av Yes No WA WA HVMZ jJdedictorls. HV1H 2 Polyyass Root Underloyments (non-HVHZ) Poiyglass roor undenaymonto, for use in 1121 No Ys$ WA +NAhe22.5 FBC morHiVHZ jurisdictions, 1 Polyglass Roof Underloyments (HII Polyglot" roofundenayments for use In FBCI2/23y2023 Yes No WA WA HI ju odiclions. 2 Polygtass Roof Undetgments (non-HVI-M Pdyglass rod undenaymer", for use In 12R3r2023 No Yes WA +WN-a22.5 FBC non-HVHZ )udedcdona. Fbnds Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Data If Paw 1 d 2 lG9=1 gga 11 LtkaarL atn aredmago in Arad Ylolon armtmlaf,< so" fgA%m A License Veneered w YAW" fibmago FBC Ammd A wom a" Rome. 2020 1AI Inc Erin vkkw ICC EVMaMw Service, LLC ICC EVMYMm service. Dbnlr=l OBAOIX21 Dan 2/2021 Approved Category: Structural Cempmera. (952) 8984835 LLC. etkCaogcly. inns PW. ewrldr@mrmm (205) IIM gwo Corplargat Method: Evaluation Report from a LLUMARRI" Product PAIIROm Enw Let Saluci Modes. snkwor Nun Product personation Contract.gWrdlon Da! Approved for Use Approved 11XV14K Oudde for the HVFIL IMDM Now" Reim Premium 1 M18AH5 14 gehigh strength truss connector plot. 12/31/2022 Ye* Yee NIA WA 2 WB&HS IS 9a. most high strenolhchose connector pole 12131122022 Yes Yet NIA WA 3 MI 16 16 gin true* cahnedaplate 121312022 Ye* Yes N/A WA A M718H$ 18 gohlgn abeniph Wes eennecta pl.fa 121312022 Ye* Ye* NIA WA 5 MT20HS 20 gin high stwo ova ednnodar plea I21312022 Ye* Yet NA WA 5 nil "I"18 go. truss connector Flat" 12/31=2 Yet Yet N/A WA 7 TUG. MT20 - 20 OR. pun connector plats 12oi=2 Yet Yes NIA WA "a Mile YA" aeoumwa RaMekn 2020 MI Wlhd- end Doan CWsaay: V/ndowt "Cmorjr. Ransil Compliance Mahod: Corbfaakon Akhk a L)Ri+s lunaml t1/ANLOl LII! 1 1e5 P4V Florida Dopertrient of Business & Professional Regulation Building Codes and StarKefds Product Approval Application Detail gnat or Contact 109ONLa,LMmte vlamo r ent3alnptr Amencon Ambledunl Steven M Udch. PE Of?1385.3300 Menu%Mu Aa9 *Ul 1717)3174454 bM impagiOmlwd.core Poia 1 of 2 Iraml Ra an tale PWAM arts XWW" abmww LK.&MMiEL ARZ Mp SAW I In212020 111220020 llaWW20 AgYvad alMtigLAlYlf>ml AOOmMfltsL9at A lm kno aY Lt9aYLaMMmBD Cmnci.OwtftlMtan I,mv) i out" III stab= lmm, 73. 72 Insulated dues 041,10 3 No Ye* No •00'40 Fiends Department of Su mnsas & Professional Regulation Building Codes and Standards Product Approval Application DoUll ►age i d 1 1a2021 dale loo LgL are era Bra bw&u no I= version, PAMUla m Con&K EntOw&LM Validated bi YNWM Submtla4 FSCAMMVAI Aftaroved am Affirmation 2020 PGTlndislrba Jens Rwoww Manf-Oatle OCCO-CER MNmloads RCCO -VAL 1IMM20 111051 11/11/2020 AOProusll Cahg v-.. Windows (941)41X1.0100 (766)315-2590 &ticdid.w. K alma traagtd@pglndusMes c CPrtpllenee MdhWt CerMcatlon Marts or LMinp om PLam4t71PteALIM 91W U AUMMM AaQLmtQ9d Buoniconti for use ku2m RidE Lea Product ModeL Nmbw or Nuis Produd CW&KdEldrdi oa In III outacb.MI afataan Pnssln I MWons 1a All Doors and Windows Aluminum Muslim 06061 Yea Yee Yet WA Florida Department of Boeing" & Professional Regulation Building Codes and Standards Product Approval Application Detall P.gel do 16=1 Go Eight, al, au ➢u RKLEMAM ran Miss Version r1016Kg1[S Small ammew A ucwm VMMard sin YMum AAEmd FBC AWrOV9 Apaoovet Revision 21 GAP Michael Bush Recall Ma cumin John W. KnutWm, PE DW262020 ot2l/m20 101=020 12/I61 Approved Col."; Raring I7W3411 PE-59166 (654) 772a224 BtkC4f.gofy: Asphet s hhgise mitimew.bom Cmpneme Mahon: Ev.1.01M Repot mom e Florida RegIO(OdArdhUd or a UM$ed Floods Professional Engineer ELOIDALULamem Approved fa bes AmWAdfw UA. En& Pt d iO-dedon snoaaAEtMotlgoaatt it,141 Adda1>mZ BMlrid pm - 1 GAP Asphalt Roar Shingles Fb•rgis miniacw 34sb. amounted, 5•hband I2J762022 Are Yas NIA WA hlD4klp asphalt Mhinplr Florida Dope intent of Business & Professional Regulation Pastelist Building Codes and Standards farm i Product Approval Application Dotal( sea &Aftor an an MmLb im gun mm YYisaO Manufacturer contest enet.sw A LloMuo Vallobd av MV MtW � K�On PGC AW-M Approved awm R.A.I. 2020 Foolde MSW Predicts II Clark Joni James L. Bucker. P.E(a Stews M. Udch. PE 0B/272020 09ram20 10 M020 1711011 0 Approved Categoric Redng (904) In4400 CRUCK Englnearhg (717) 317-0454 SubCaoporr.. RoomsMoe*ocne* that an, on drkpfllam4o.edn PS-31242 Ira gl.l Pan orths Roanp Byaem Convilame Mdhod; Eveluotim Report from a Flood* RegetendArMtltect or a Uansed Floods Professional dngneer lwgu aatbakai Am omA for I e Aloo >Lfa ibe DM 2Lft bra 3- FLAMCO bssleV 10 Rldse Verg6gaa: Aluminum Ridge VONS la PKdws ied rofe6naMd 17r31,2024 NO Y.a6 No WAS tam SLOW Aluminum Florida Dspertment of Business & Professional Regulation Pew l dI Florida Department of Business & Professlonal Regulation Pass 1 M3 Florida Department of Business & Professional Regulation P.O.1 el 1 Building Cod" and Standards 117=21 Building Codes and Standards 1171 Building Codes and Standards 102022 Product Approval Application Dal ail Product Approval Application Detail Product Approval Application Deluill z . 54at &say eat me Ddo Pandm au sa0a )l9anLg[ sal anti DI P-M- 296 coda Cregy or OWN Daft Date Peneum gee trio! YAWOO MOULMIUM fdoom fu*mKAIMM xdgmm L HOW=d Elbmafw FEsmgt]A AMMM am= Ida Ytkalon MimtalglnL 290ut erRbe*riUcenee VMIWWdav YA(ddd h&%W PaoAmfa•M A....W tLiw IJae Verrm Ma01dectprair Contact aminrrLt",u Valkhtadey Moil Submitted FBC Approval Approved Iwo Revision 2020 Lenience Katrina Jolley Jsrlhe. L Buckner. P.E. Sawn M. Una, PE 1123/N2a 11/23rWX liPM020 ding FBC Aiel Revision 2D20 genl Reding Mountan Robb nAPMO Unman EValuelbn Gary W. Walter I110VA20 1102Id)20 11a52020 Ap(Nafed Revision 2020 Global PMtWbh Products, LLG. Tim Robinson Walter A. Tat Jr., P.E. John W Knezavich, PE DaMa20'X) 09J0&r= 10101r2020 12115/'2D20 Approved Category: Floating (511 1" 163 PE•31242 (717) 317-8454 ca•d•ry: seeing (s01) 3B040B1 Service* LLC. 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NIA WA Florida Department of Business & Professional Regulation Page I or I Building Codes and Standards 1252022 Product Approval Application Detail aaa& lint N or 211 21h Fate Palestine 2ma rm version Manufacturer contact ElMlnar a LldaMs V{uldatad BV Validated eudntBhd FOCAooroval Approved status Revision 2020 All Amedcan Shutters and Glass Mks Burbieri Frank L. Bennordo, RE Troy Bishop, P.E. 10r28f2020 1011512020 IIMW2020 i2/152020 Approved Catagory; Shunts (581) 712.8852 PE•0040549 (954) 9474860 $ubCaRaaory: Storm Panels mikebCallamwbannune Compliance Method: Evaluator) Report from a is com Fbnda Reghtered Architect ors Licensed Florida Professional Engineer FM 70"0 Products am # Product Model. 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Wm, PE. LLC CM44M 07M,11=20 07aaam AppaVed comprp aplicomprWmle" ��1 n Pe-0110 (5el)Q70-Mffi a«.plimm- , EWMMbn Row OOme PeAlMdLNYPP O FbMInAmWarmilAmlilliedural FWHrb Igeari Pmemmumm ENIMW JaNmnAr,mr eNNmnam(lw AooMMKBLlw lard maw AMR NOiola4"NwmwofNow Prad mo..elxee 00nk"suklo.oOw lMNN cabbxvMlt 1 10deres FbnaeFeod 10 son" In- FOW mm" Wldar MAa17081 Yb Yell W WA ANY I � 3 Virtual Rev1eW Assist, Plans Review co I..., f0+ cam tianC1 with he 2020 FBC jp d y Debra Anne Klahr PX2300h Edition N N N ca N L� A♦ VC, .� O c . cn cn 2 Q co ` v U O a- "a cn cu E TOcl- V O p •� L co O U N W 3 O >� Cl. Q Z n�e nW' W r� c `V! O L— CL CL U O N cu m Q CL L_ W� z z J a. August 10, 20221 SHEET N0. PA 1,2 • Simpson Strong -Tie 2020 FBC Approved Products Updated 125012020 For direct Ink$ to all SST approvals Rated below, CLICK HERE_ Fa additional into., aticn regarding Florida's Statewide Product Approval System and Mam4Jede County Notice or Acceptance (NOA). CLICK HeRE. F1./02355-R7 .4W Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw a7 N-SS) 1/4" diameter Titan stainless steel masonry screw FL#9599-R8 JW Product Modal. Number or Name Product Description 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SD10112, SDIO212 Strong -Drive SO Connector Screw 3 SD9112SS, SDO212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334: SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858 SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614. SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112 SOS25134, SDS25200, SOS25212. SDS25300, SDS25312, SOS25412, Strong -Drive SOS Heavy -Duty Connector Screw SOS25500 SDS25B00, SDS25800 8 SDS25112SS, SOS25200SS, SOS25212SS, SOS2530OSS.. SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SOWF Floor -to -Floor Screw FLXI 0007-Ra ,gar Product Model. Number or Name Product Daticriptlon 1 ATR318, ATR11Z ATR518. ATR314 Threaded Rods 2 ATUDS, ATUDS-2, ATUD9, ATU09-2, ATUD9-3, ATUD14, ATUD142 Aluminum Take -Up Device 3 BP318-2, BPI/2, BP112-3, BP5/8-2, B135/8-3, BP3J4, SP3/4-3, BPRTU03-4 Bearing Plates 4 CNW3/8; CMN112, CNW5/8, CNW3/4, CNWSM-1/2, CNW314-5r8 Coupler Nuts 6 CTUD55, CTUD85, CTUDOe, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTU05, RTUDB, RTUD7, RTUDB Ratchebng Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tledown System 12 URS5 518" Uplift Rod Run Tiedown System 13 URSB 314" Uplift Rod Run Tiedown System FL#10441-R6 Product Model, Num bar or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC10/22 Hob -down 3 HDO8, HH0011, HHDO14 Hold-down 4 HDU2, HDU4. HDU5; HDU8, HDU11, HOW Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8, LSTHDSRJ Strap -style hold -dawn 7 MASA, MASAP Foundation anchor Cap 8 MPA132, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35. PA51, PA68 SirWstyle purlin anchor 10 PAI18, PAI23. PA128. PA135 Strap -style purlin anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STHD14. STHD14RJ Sbop-style hold-down �u�• Simpson Strong -Tie 2020 FBC Approved Products Updated 12r.%O /20 Fa direct Inks to all SST approvals Ned below, CLICK HERE Far additional infarrrretion regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance INCA). LUCK HERE. 21 LB series hangers Top flange hangers available in width of 11-9/le" and heights ranging from 5. M" to 15-1 /8", 22 LBAZ series hangers Top flange hangers available in width of 1 9116' and heights ranging from 9-3/13" to 13.1/8". 23 LI LEGS, LEG7 sense hangers Top flange hangers available in widths ranging from 3.1 /4" to 8- 718" and heights ranging from 9" to 33-1r2'. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-1/7' 25 MIT series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 1/8" and heights ranging from SA M" to 24". 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9118" and heights ranging Irom 3-318" to 7-1/8" 27 RR Ridge rafter connector 28 WP series Hangers Top flange hangers available in wdths ranging from 1.9116" to 7- 1/8" and heights ranging 9-1/4" to 32". > fi%ij Product Nodal. Number or Name 1 ABA44.ABA44R,ABA48,ABA48R,ABA66.ABAOBR 2 ABU44, ABU44R, ABU46, ABU40R. ASU5.5, ABUS-6, ABU65, ABU66, ABU86R, ABU88, ABU88R, ABU1010, ABU1010R. ABU1212, ASU1212R 3 ABW44Z. ABW44RZ, ASW46Z, ABW46RZ, ABWe6Z, ABW86RZ, ABW7-7 4 AC4, AC41R, ACE4, AGO, ACBR, ACES 5 BC4, BC48, BC4R, BC6, SCBR, BC8, BCS2-2/4,. SCS2-M 6 C944, C646, 0130. CB66, CB88 7 CBSO44-SDS2, CBSQ48-SDS2, CBSQ86-SDS2, CBSQ88-SOS2, CBW88-SOS2 8 CC, ECC, ECCU Series 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series 10 CPT44Z, CPT88Z, CPT88Z 11 EPB44A, EPB44, EPB46, EPBW 12 EPS4Z 13 LCB44,LC866 14 LPC4Z,LPCfiZ 15 MPII MP886Z, MPB88Z 16 PB44, PB44R, PB46, PB66, P86SR 17 PBS44A, PBS48, PBS88 18 PBVB, PBV10 19 PC44-18. PC46-16, PC48-16, PC64-18, PCW-16 EPC44-16. EPC46-18, EPC48.18, EPC84.16, EPCOS-16 20 PC4Z PC4RZ, PC5Z, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC8Z, EPCSRZ, EPC8Z. EPC8RZ 21 PPB44-4Z; PPB44-8Z 22 RPBZ FL#iON -R5 Jul Product Nodal. Number or Nama 1 FJA. FSA 2 FRFP 3 GH48-6, GH48-8, GH48.6, GH48.8, GH41 O-6, GH410-8, 01-166-6, 01-168.8, GH08.8, GH68- 8, GH610.8, GH610.8 4 01-135A, GL85B, GLB5C, GLB6D, GL87A, GLS78, GL67C, OLB70 5 GLST512, GSLT812, GLBT518, 0131.781e, GLBT520, GBLT620 6 HGLBA.HGLBB,HGLBC,HGLBD 7 HGT-2, HGT-3, HOT-4 8 UFP10.SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Bess Post Cap Post Cap Embedded Column Base Embedded Column Base Baked column cape with W1 ranging from 3-IM" to 9.1Q" and W2 ranging from 3-W" to 7-1/2" Screwed column caps with W1 ranging from 3.1/4" to S-1/7' and W2 ranging from 3.5/8" to 7.1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product D2=rlgWM Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulsm Bearing Plate Glulam Bearing Plata Heavy Glulam Bearing Plate Heavy Girder Tdedown Universe I Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products updated 12r"2020 For direct Inks to all SST approvals Rated below, CLICK HER c- Fa addNcoal Information regarding Florida's Statewide Product Approval System end Mam-Dade Canty Notice or Acceptance (NOA). COCK HERE- FL#1044&R6 A2" Product Modal. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APAS, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, APB44R, APV866, AP866R, APB88, APB88R, AP81010, APB101OR, APVB44, Outdoor Accents Post Bases APVB44R,APVB8S. APV866R,APVB88,APVB88R,APVB1010,APVB101OR 4 APDJT2-4. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties APVDMR-6 5 APHH48, APHH461R, APHH610, APHH61 OR Outdoor Acoents Heavy Hanger 6 APL4, APL6, APT4, APTB, APVL4, APVL8, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CST2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4_ FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, HI OS, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Canoes led Joist Tie 18 HH4, HH6 Header Hangers 19 KSS1Z Knee -Brace Stabilizer 20 L30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ28LZ, LSSJ26RZ, LSSJ2SL2, LSSJ28RZ, LSSJ21OLZ, L$W21ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2,56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z,M11-242, ML28Z, ML28Z, ML21OZ Angles 28 MMH8 RocfTie-Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 31 RBC,RBCP Roof Bou nda ry Clips 32 RST-3 Rod Tie -Down 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC. STCT, OTC. HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FLIe10447-R5 Seg # Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3. DSC2LSDS3, DSC5RSDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2.2, HHRC42, HHRC42-2. HHRC4/1 81, HHRC44, HHRC5.2513.25, HHRC5.371312, HHRC66 8 HRC1.81,HRG22 7 LRU26,LRU28,LRU210,LRU212 8 LSU28,LSSU28.LSSU210 9 TBE4,TBE6 10 TC24. TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, THAC422 THA428, THA422-2, THA428-2 12 THAI1.81)22, THAl2.06/22, THAI2.1122, THAI222, THA1322, THA13522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SD33, THJM2-SSDS3, THJU28, THJU26-W 10 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Updated 1zrdot2ozo Simpson Strong -Tie 2020 FBC Approved Products P P g Pp rr rcx HERc For t Ink to a1183T Covets (sled below, - dtrec s approvals - - - For additional Information regarding Florida's Statewide Product Approval System and Marra Dade Canty Notice or Acceptance INCA), CLICK HER FL#10456-R8 129AProduct Model. Number or Norma Product Doscdtdion 1 BT, BTB, BTH Brick Tres 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Shops 5 CTS218 Compressionfrension Strap 8 DSP, SSP, TSP Stud to Plate be 7 H1, H10A, 1-12.5A, H3, H8, H7Z, H10, H16S, H16-2, H16.2S HurrlcansTies 8 HGT-2, HGT-3, HOT-4 Heavy Girder Tredown 9 HS24 Hurricane Tie 10 HSS2-SDS1 5, HSS2.2-SD93, HSS23SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HSTB Straight Straps 12 HTS16, HT820, HTS24, HTS28, HTS30. HTS30C Heavy Twiat Strap 13 HTS018KTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9,LSTA12,LSTAIS,LSTAI8,LSTA2I,LSTA24,LSTA30,LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 LightTwastStrap 19 MOT Medium GirderTiedown 20 MST27, MST37, MST48, MST80, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15.. MSTA18, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4863, MSTC6863 Pre -Bent Straps 24 MSTI26, MSTI3e, MSTI48, MSTI80, MSTI72 Straight Straps 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA200-12, NCA202-12, NCA2x8-16, NCA2x10-18, NCA202.16 Bridging 27 RCW812, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP8, SP8 Stud Plate Tis 31 SPH4, SPHe, SPH8 Heavy Stud Plebe Tie 32 SS1.5, SS2.5, SS3, SS4.5 Sad Shoe 33 ST9, ST12. ST18, ST22, ST292, ST2122, ST2115. ST2215, ST8215, ST6224, ST62W Straight Straps 34 TB20, TB27, TB30, T636, TB42, TB48, TB54, T856. TB60 Tension Bridging 35 TWB10, TW812, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB106, WB108C, W8120, WB128C, WB143C Wall Bracing Product Descritltlon 1 CSH2,37x55, CBH2.37x7,63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.83-SDS, HGU5.25-SDS, HGU5.50SOS, HGU5.62-SOS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SOS, HHGU5.82SDS, HHGU7 OOSOS, HHGU725SDS. Light Slopeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110. Truss Clip HHUS7.26110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU26-2, HTU210.2 Multiple Truss Hangers 9 HU, HUG series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.8119SOS, HUCQ1.81/11SOS, HUCQ210.2SOS. HUCO210.3SDS, HUCQ310- SDS, HU00410-SDS, HUC0412SOS, H0005.25/9-SDS, HUCO8.25/11-SDS, HUCQ610- SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated IZ"M 020 For direct Inks to all S8T approvals Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Marro -Dade County Notice of Acceptance (NOA), CLICK HERE. FLO114WRO ,Aggf Product Model, Number Or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HU00210.3-SDS, HUC0310-SOS Joist Hanger 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02-SOS3, THG03-SDS4.5, THGQH2.SDS3, THGOH3-SDS4 5, THGQH4-SDSS Joist Hanger e THGW3-3, THGW34, THGW4.3, THGW44 Joist Hanger FL#11473-R6 aSf19 Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, HISS, H18-2, H18.2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HEfAL18, HETAL20 Embedded Truss Anchor 6 HGAM10. HM9 Masonry retrofit connectors 7 HHETAI6: HHETA20: HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SD52.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META1e, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM1e. HTSM20 Twist Strap for Masonry FL011496-R5 • i P(aduct Modal. Number or Name Product Description 1 DTT1Z Dock Tension Tie 2 HD12, HD19 Baked Holdowns 3 HD313, HD58, HD7B, HD98 Boned Hokdowne 4 HTT4, HTTS, HTTS-3/4 Tension Ties 5 LTTi9, LTT20B, LTTI31 Light Tension Ties FL#13629-R5 Product Modal. Number or Name Product Description 1 SBSBx24,SB7/8x24,SB1x30 SBAnchor Bob 2 SSTB16, SSTB20, SST824, SSTB28, SST834, SSTS36, SSTBI6L, SSTB20L, SSTB24L, SSTS Anchor Bolts SSTB28L FL#13872-R4 Refit X Product model, Number or Name 1 CMST12, CMST14, CMSTCI8, CS14, CS10, CS16, C820, CS22 2 HRSB, HRS8, HRS12, FHA6. FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST138, MSTI48; MSTIBO, MSTI72, S/MST27, S1MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA30, LST149, L8T179, M5TA9, MSTA12, MSTAl 5, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2116, ST2215 8 LSUBH3.25, SUSH3.25, MSUBH325 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA30, ST0215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC88, 1i ST8238 11 MTS12. MTS18, MrS18, MTS20. MTS30, MTS24C, MTS30C 12 S1B1.58, SIB1.81, S,B2.06, $W.37, SIB2.56, St62.88, S/B3.12, SW,66, 6183.62, S/B4.06, &IB4.12, SIB4.28, S164.75, SW.50 13 SBA2.1218, S/BA2.12/101 SMA2.12112, SIBA2.12/14, S/BA4.18/8, SIBA4.18/10, S18A4.18/12, SBA4,18114 14 SIH1A 15 S/HD8S, SIHO88, S440113S, S/HDIOB, SMD15S, SM0158 16 S/HDU4, SIHDUB, S/HDU9, S1HDU11 17 SIJCT, SIHJCT Product Description Coiled Straps Straps 97 mil (12 got) Heavy Twist Straps Straps 43 mil (IS got) Straps 33 mil (20 got) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 got) Straps 88 mil (14 got) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricana Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Faos-mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-911 W to 3-9116" and heights ranging from 9.1/8" to 23-15/16". Face -mount hangers Face -mount hangers available in widths ranging from 1-5t8" to 7- 318" and heights ranging from 54511 e" to 12.718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3. 1/8" to 5.1/8" and heights ranging from 4-314" to 16-3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-91i8" to 7- 1/2" and heights ranging from 2.718" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater then 2-9116". Face -mount hangers ORTETo N. Simpson Strong -Tie 2020 FBC Approved Products Updated 125VA20 For direct Inks to all SST approvals Ided below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE 18 SJLBV1.56, S1LBV1.81, S/LBV2.06, S1LSV2.37, S/LBV2.56, S1LBV2.68, S/LBY3,12, Top Flange Joist Hangers S/LBV3.56, SILBV3.62, S1LBV4.06 S/LBV4.12, SILBV4.28, S1LBV4.75_ S/LBV5.60 19 SILTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 SIMST80, SUST72 Straps 1IS mil (10 got) 21 SP4, SP8 Strad Plate Ties 22 SSP, DSP, TSP Saud Plate Ties 23 STC, OTC TruseClip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FLiN3904-R5 Aw Product Modal. Number or Norma 1 CCQM3.82-SOSHDG, CCQM4.82-SDSHDG. CCQM5.50-SOSHDG, CCTQM3.82-SDSG, CCTOM4.82-SDSG. CCTQM5.50-SDSG, CCCOVa 82-SDSG, CCCQM4.e2-SDSG, CCCQW.5O-SDSG 2 ECCLQM3.62G4KT, ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.82G-KT, ECCLLOMD5.500-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.620- KT, ECCLRQMD5.50G-KT 3 HGUMS.25, HGUM5.50, HGUMZ00, HGU W 25, HGUM9.00 4 LGUM26.2, LGUM26.3, LGUM28.4, LGUM28.2, LGUM28.3, LGUM28.4. LGUM210.2, LGUM210.3. LGUM210-4, LGU" LGUM48, LGUM410 5 MBHA3.12/9 25, MSHA3.12111.25, MSHA3.5eP25, MBHA3.56P.25, MBHA3 56111.25 MBHA3.58M1 88, MBHA356114, MSHA3.58/16, MBHA3.58M8, MBHA5.5o/7.25, MBHA5.50/9.25, MBHA5.50/11 25, MBHA5.50/11 88. MBHA550/14, MBHA550118, MBHA5.50/18 6 MBHU3.5819.25, MBHU3.56111.25, MBHU3.58111.88, MSHU3.56/14, MBHU3.56/16, MSHU3.56f18, MBHU6.601925, MSHU5.S0/11.25, MBHU5.60/11 88, MBHU5.50/14, MSHU5.50/16, MBHU550118 FL*13875-R8 SSe ProductMode.NumberorName 1 SDW22300, SOW22338, SOW22438, SDW22458, SDW22500, SOW22800, SDW22638, SDW22834 2 SDWC15450. SOWC15800 3 SDWH19300DB, SDWH194OODB, SDWH19800DB, SDWH19800DB, SDWH191000DB 4 SDWH27400G SOWH278000. SDWH278o0G, SDWH271000G, SDWH27120UG 5 SDWS16212, SDWS16300, SDWS16312. SDWS16400 8 SDWS19500, SOWS19712, SDWS22400,SDWS22500.SDWS22512, SDWS228DO. SDWS22800, SOWS22900, SDW6221000, SOWS221100, SDWS221200, SDWS221500 7 SOWS2230OD8, SDWS2240008, SDWS22500DB. SDWS2280ODB, SDWS22800DB, SDW3221000DS 8 SDWS22312DBB, SDVHS22512DBB 9 SDWS2730OSS, SDWS274OOSS, SDWS27500SS, SDWS276OOSS, SDWS27800SS, SDWS2710OOSS, SDWS271200SS 10 SDWV13400 11 STN22 FL#15363-111113 QMProduct Modal. Number or Name 1 AS 16, AS 18155, AS I SS8 2 AS 20HS 3 AS-20 4 ASHP FL#15730-1114 Sea # Product Model. Number or Name 1 ET -HP 2 GAC, GDP, GDPM-60, GOPM-75, GDPM-100, COPS, GW50, GW-75, GW-100, GTH 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, POPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Product Dascrit Lion Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SOWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXScrew Strong -Drive SDWH TIMBER-H EX H DG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Inbendr Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Dr" SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description 18 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector Product Description Adhesive Anchor for concrete Gas -actuated fasteners and assemblies Powder -actuated fasteners threaded studs, and assemblies Adhesive Anchor for concrete • Simpson Strong -Tie 2020 FBC Approved Products Updated 12rfo,2o20 For direct Inks to all SST approvals Rated below, CLICK HERE. For additional Information regarding Florlda's Statewide Produoi Approval System end Mami-Dade County Notice of Acceptance (NOA), (CK HERE. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3- 9/16" and heights ranging from 4.5116" to 11" Concealed flange version tH USC) available for models having width equal to or greaterthan 3-9/16" 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1.7/8" to 3. 5/B" and heights ranging from 9.1/4" to 16' 13 LGU3.25-SDS, LGU3.63SDS, LGU5,25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC282,LUC2ttu Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 5/8" and heights ranging from 3" to 10-15110" 17 MG1.13.83-SUS, MGU5.25-SDS, MGU5.50-SDS, MGU5.82-SDS, MGU7.00-SOS Face -mount hangers 18 MIU cones hangers Face -mount hangers available in widths ranging from 1.9/16" to 5- 1/8" and heights ranging from 6-15118" to 19 1YY'. 19 MUS28, MUS26 Face -mount hangers 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I - 9/16" to 39/16" and heights ranging from 3.1 /1 W to 13.3/4" Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concesled. 21 U series hangers Face -mount hangers available in widths ranging from 1.9/18" to 6" and heights ranging from 2.518" to 11.1/4". FL41 OBtr7-R6 Qed x Product Model. Number or Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- 1/8" and heights ranging from 7-1/8" to W'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-&U'to 7- 1/8" and heights ranging from 9.1/4" to 24". 3 DGF series hangers Top flange hangers available in widthe ranging from 1-1 /7' to 3- 5/8" and heights ranging from 7-1/4" to 24". 4 DGHF series hangers Top flange hangers available in widthe Hinging from 1-3/4" to 3- 5/8" and heights ranging from 9-1 /4" to 24" 5 EG5, EG7, EG9 series hangers Top flange hangers available in widthe ranging from 5-114" to 8- 7/8" and heights ranging from 11"to 32-1/7'. 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/4" and heights ranging from 11-1/4" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-7/8" and heights ranging from 8.1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3.1X'to 7- 1/8" and heights ranging from 11"110 32'. 9 HB series hangers Top flange hangers available in widths ranging from I.9/16" to 7- 112" and heights ranging from 8" to 30'. 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" and heights ranging from 10-117to 26". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-14'to 8- 7/8" and heights ranging from 7-ItZ'to 37' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to 33' 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118" bo 3- 9/16" and heights ranging from 18" to 26'. 14 HUSTF series hangers Top flange joist hangers available in wtdths ranging from 3-118"to 3.9/18" and heights ranging from 5-318" to 13-11/8" 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 1/2" and heights ranging from 3-7/18" to 15". Concealed flange version (H UCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 118" and heights ranging from 5-318" to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9/16 tD 7- 1/2" and heights ranging from 5.318" to 37', 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 5/8" and heights ranging from 9-118" to 18" 19 JS series hangers Top flange hangers available in width of 1.911&' and heights ranging from 5.3/8" to 7.14'. 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-3118" to 13-1/8" Mq 13 Virtual Review Assist, Plans Review cem Assist, Inc - ter compliance with the 2020 and aPProved by Debra 2020 FBC 7th Edition Anne Kiahr PX2300 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3W D20 For direct Inks to ell SST approvals Noted below, CLICK HERE For additional information regarding Fidnde's Statewide Product Approval System and MamDade County Notice of Acceptance INCA), CLICK HERE 6 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (ST82, ST92.4SS, STB2.8SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon Mal and Types 304 and 316 ctalniess steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H8SS, THO�CS, THD-CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (HD37834RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THD837158RH, TH037212RH, Then HD Threaded Rod Hanger for concrete THO50234RH, THD10212RH) 10 Wedge -AIR (WA) Wedge -All Anchor for masonry FLM16231T-R8 lilLf Prod uct Model, Num bar or Name 1 AT.XP 2 ET -HP 3 SET-XP 4 Strong-Bolt2(STB2) 5 Titan 2 (TTN2) e Titan HD (THD6H4SS, THD-HBSS, THD-CSSSS) 7 Titan Turbo (TNT) Funfl 7-R3 AW product Model. Num tsar or Name 1 X34BI018- K,X1S1018,X161016-1K,XQ1S1018.XQ1B1018.4K 2 XLQ114T1224,XLQ114137224-2K 3 XM0114SI224, XM011481224-2K 4 XQ114S1224,XQ114S1224.2.5K XI14S1224,XQII2S1224.XQ112BI224.2K 5 XU34S1016. XU34BI016-5K FLM320-RO 9oa N Product Modal Number or Name 1 DSSCB43.5 OSSC846,DSSCB48.DSHS 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FC8411.5 3 FPHSD34S1018,FPHSD3481018,FPHS03481018-5K,FPHSD34S1214, FPHSD34B1214, FPHSD3461214-5K 4 LSFC2.25, LSF04.25. LSFC8.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.26 SSC8.25, MSSC2.26, MSSC4.25; MSSC625, MSSC4.25KW, MSSC6.25KW 6 RCKW3,RCKW5.6,RCKW7.5,RCKW3S;RCKW5.65 7 SCB43.5, SCS45.5, 90647.5. SCB49.5, SC6411,5, MSC845.5, MSCR47,5 8 SCS32-5/9Z SCS62-5/97, SCS82.51118, SCS82.61118 9 SCW3.25, SCW5.5 10 SJC826, SJC10.25, MSJC8.25, MSJC10.25 11 SSS3.518 12 XLSH3481414,XLSH7881414 13 X0181018, X0181018.4K. XQ1S1214 X0181214-3.SK, XQ78S1224, X07881224-3K, X0114S1224, XQ114BI224-2 5K, XQ112S1224, XQ112B1224-2K, X34B1016-5K, X1S1018, X181018-4K, X7S1214, XIB1214.3 5K Product Description AT.XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 318 stainless steel with hex head, and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Description #10.10 Strong -Drive X Metal Staff -Drilling, Tapping Screws with #3 Drill Point #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with # 6 Drill Point and Large Diameter Hex Washer Head 1112.24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Soh -Drilling, Tapping Screws with #G Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Ortit Strut Connector Bypass Framing Fired -Clip Connector #10-18 and #12-14 Strong -Drive FPHSD Framing4o.CFS Self. Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector yPa g P Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Shut Connector #14-14 Strong -Drive XLSH Shouddered Self -Drilling, Tapping Screws #10.18. #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws co -0 > U =3 N O Q CO O CU C CD C O CIO Cn O O O C 0 E O ""n -0 Q Q. O L0 .0 }aka Cn Q. Z Cn E Z co V / \� ICU L > CL L U 0 Lr. V+ ICU W L.rL� o L ICU W iC W Z Z Z Q J a 1O PA 3 N MIAMNGADE t�ia�u-nADi~ cotrx't�r PGT Industries. inn. PGT Industries, 3nc. O 0 i L- '0 PRODtiCTCONTROLSEMON PGTlmmaus#ries.Inc. (D Q OO 1 man{ 274 ECONOStrC RESOURCES NOTICE OF ACCEPTAINC E: EVIDENCE SUBAiITTED NOTICE OF ACCEPT.kNCE: EVIDENCE SUBIIIITTED C cc -10 DEPARTI�NTQF REC�TOR`YA]+FD �RER} Mom, F'larida 33175-:474 m Fl rkb BOARD AND CODEADaUMSTRATIONDMAo*r T (rs6)31.s-2M f psi 31s-250 NOTICE OF ACC'EPTAsNC.'E: EVIDENCE SUBMIITTED -�-r N _N NOTICE OF ACCEPTANCE (NO A) wtr,r.atis.iiadeswleceaoas 1. Evidence submitted under previous NOA A. DRANI'L'�GS B. TESTS (continued) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ C � � cu Cn N U "� ­0 _0 O PGTiriatrstm•ies,Iuc. 1070 Technology Dnh-e, 1_ lvlaimfacturer's die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 O L_ -O 0- CO � North Venke, FL 34275 (Submiserd under .VOA N-o,11-0107. 04) 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 E. KkTERLAL CERTIFICATIONS a � SCOPE: 2_ Drawing No. MD-5570.0, titled'�Vinyi Sliding Glass Door NOA (LM}", sheets 1 3) Water Resistance Test, per FBC, TAS 202-N. 1. Notice of Acceppance No.15-0528.14 issued to Vision Extrusion Limited for their cU �-- M This NOA is being issued under the applicable rules and regulations- govening the use of construcrionmaterials. The through 21 of 21, prepared by manufacturer, dated 10r05i15, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 - Z17 kite Rigid PVC Exterior Extrusionsfor "tndows and Doors". dated 08.13 r 15. . U .0 CU C)O � documentation submitted has been rec sewed and accepted by Niianti-Dade County RER Product Control Section to 04/05�� 17, signed and sealed by A. Lynn MMer, P.E. 5) Cyclic Wind Pressme Loading per FBC, TAS 203�-94 expiring on 093019. � U � � be lased m Nbatazi Dade Comity rend other areas wrhtsrs sllcvuFedlry the Alatharity Hat-isig Jurisdiction {AI1T}. 6) Ftalced Etltty Tcsi, per FBC. TAS 20?-94 2. Notice of Acceptance No.16-0920.013 issued to Vision Extrusion Limited for their -`V'E L cn �O � Q. This NOA shall not be valid oiler ate expiration date statersbelow. Ile Miami -Dade County Product Control Sectiotl B. TESTS along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 1000� Tan 202 and lighter Shades (lYon-V17t tp) Rigid PVC Exterior Extrusions for I-- � , C_ � Q (In *M ami Dade County) and/orthe AIU (in areas other tha a Miami Dade County) reserve the right to have this I _ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc., Test Report No. FTL 8549. dated 11,06/15, signed and NV7ndows and Doors". dated 12roffi`16. expiring on 12129J21. product or material tested for quality assuranceputposes. If this product or material fails to pexfonnnin the accepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idahmis Ortega, P.E. (Test report revised on 12+04115 and 02111116) 3. Notice of Acceptance No.1_"528.15 issued to Vision Extrusion Limited for their manner, thernaur&cturer will incur the expense of such testing and the AELTmayimumlintelyievabe- modify. or 3 Cyclic Wind Pressure LoadingFBC, TAS 203-9'4 ) � P� b. Test report on Air Infiltration Test, per FBC, TAS 20.. 94 2- -Brown Coated (Painted or Laminated) R7rite Rigid PVC Exterior Extrusions for 3uspeamd the. use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined byDtiaumi-Dade County Product Control Section that this product or material fails to along with m2dwd-up drawings and installation diagram of vinyl sliding glass door. prepared ?) I Uniform Static Air Pressure Test_ per FBC. TAS 20294 VV endows and Dooms", dated 0>3,13115, expiring on 09.30,tl9. meet flue requirements of the applicable building code. by Fea,�� Testing Lab, Inc.- Test Report No. FTL 9717, dared 12)7, l5. signed and 3) R'ater Resistance Test. FBC. TAS 20'2 �4. l� 4_ Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA, This product is approved as described herein and has been designed to comply with time Florida Building Code. sealed by Idalmis Ortega, P. E. (Test report revised on 02115 f16 and 02,24116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TACT 3040 and Lighter Shades (lion R7r*) Rigid PVC Exterior including the High Velocity Hurricane Zone. 1 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Extrusions for Windows and Dooms" dated 09115116- expiring on 02104/21. „ ,. DESCRIPTION: Series :5701. iT0 1'iu�•1 Sliding Glass Door (Reinforced) solve 90° & 13'�° carnrr¢L.'IdI. 2) Uniform Static Aria Pressure Test: per FBC, TAS 202-94 along P drawings �1 my sliding > prepared with marked d and installation din of vinyl door, 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, �' APPROVAL DOCL'biE:�T: Drawing No. MiD-5574.0 Rey- B, titled "Vinyl Sliding Glass DoorNOA (.W*, shem 3) Water Resi Lance Test, per FBC. TAS 202-94- by Fenestration Testing Lab, Inc_, Test Report No. FTL 8552, dated 12/0415, signed and Inc, for their "Bronze and Lighter :Shades of Cap Coated Rigid PVC Exterior 1 throw 21 of 21, preparedby manufacturer. dated 10/05A 5 and tat revised on GM 1/2 1, signed and sealed by 4) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E_ (Test report revised on 02115;2016) Extrusions for Windows and Doors dated 09f 15/16, expiring on 04/ 16120. A. Lynn Miller. P-E.. bearing the Niiaami-Dade County Product Control Re anion stamp with the Notice of 5) Cyclic Wind Pressw a Loading per FBC_ TAS 20344 7. Test report on 1) Uniform Static Air Pressw a Test, per FBC, TAS 202-94 6. Notice ofAcceptance No_ 16-0712.03 issued to ENERGI Fenestration Solutions USA, `-NN7ute 4 Acceptance number and expiration date by the lrami-Dade County Product Control Section. b) Famed Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their Rigid PVC Exterior Extrusions for Windows and Doors" dated 1IISSILE Lt4IPACT R.NTPiG: Large and SmallMissik Impact Resistant along withmarkeduP drawings and installation diagram of vinyl sliding glass door<pumpared 3) Cyclic Wmd Pressure Loadingper FBC. TAS 203-94 08110,�17, expiring on 0128/1S. by Fenestration Testing Labfinitations:, Inc.. Test Report No. FTL 8546, dated 1110Cu15, signed and along with matured up drawings and installatioan diagram of vinyl sliding glass door, prepared 7. Test reports No(s). 10-002-792(A), 10-06-M0527. 535753-09. per ASTME-84. tSee table 1(sheet �j and table 2 (sheet?) forappiicabie SGD unit sites, design pr�ssnres, reinfoccanents types. by Idah�nis Ortega P_ E. (Test report revised on 01104126 and 02'1 i12016) by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dared ASTND 1929 and ASTUD-635. issued by EXOVA to Vision Extnnion for cellulosic glass types, sill rtser {see tables B-1 & B-_, sheens 7-$j surd anchor layout sheets requirements in 11 their 16_ 3. Test nepomt on 1) Air Infiltration Test, per FBC. TAS 202-94 11i19I10_ d and sealed Jorge A- Causo, P. E. (Submilled tinder Alo.11- bar � t composite material 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Paused or lamted) white Rigid PVC to be 2) Uniform Static sir Pressure Test. per FBC, TAS 202-94 0107. 04) (Subttrilled rnrder N04 Xo.11-0107. 041 labeled per n*renaedNOA'srequirements. 3) Water Resistance Test, per FBC, TAS 202-94 8 Test reporton 1) Air infiltration Test, per FBC, TAS 202-94 8. Notice ofAcceptance No. 14-0916. 11 issued to Kuraray America.. Inc. for their 3. Egress operable doors must ca mply with min clear width or height per FBC requirement, as applicable. 4) Large Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 `Seatt•� Glass (Clear and NN'hl:te) Iat+erla} er". expiring on. 07/�/i $. 4, Pocket walls under separate approval to be reviewed by Building official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice ofAcceptance No.1&1117.01 issued to Kurany America, Inc_ for their LABELLtiG: Each unit shaIl bear a permanent label with the sraasnmfactures's name or logo. city. state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Misses In Vact Test per FBC, TAS 201-94 " Trosifol€ ,11traciear. Clear and Color PVB Interlacers", expiring on 07/08,19. following statement: "Miami -Dade County Product Control Approved". noted herein. along with marleed-up drawings and installation diagram of vinyl sliding glass door, prepared 5) Cyclic Urmd Pressure Loadimgper FBC, TAS 203-94 RENEWAL of this NOA shall be considered after a renewal application has been filedand there has beenuo by Fenestration Testing Lab,. Inc.., Test Report No. FTL 9547, dated 12'04/15. signed and 6) Forced Entry Test. per FBC. TAS 202-94 F. STATEMENTS changein the applicable " codene ti-Myaffec the ormanceofthis product. � aPP� building ga � P� >� sealed by Idalmis Ortega, P_ E. (Test report revised on 02i15/16) aloe with mmked drawings and installation diagram of vm yl slid' door, g -up g t?� � � � 1_ Statement letter of conformance with FBC-5&Edi0bn 2014 and FBC-0 Edition ( ) TERNMATION ofthis NOAwiU occur after the expiration date or if these has been a rewsim or drags in the 4. Test report on 1) Air Infiltration Test. per FBC, TAS 2W-94 by Fenestration Testing Lab, Inc., Test Report No_ FTL 6337 (samples A-1 thru A-5), dated (2017j, issued by manufachwff, dated 08r14/17, signed & sealed by Lynn Miller, PF_ materials, use, and'or mrnanubeture ofthe product orproeess. ti'tisuse of this NOA as anendotsement of anyproduct, 2) Uniform Static Air Pressure Test, per FBC_ TAS ?02-94 12�V6/10, signed and sealed by Jorge A. Canso, P. E. (.Suhmilted under NO�! Na.11- 2. Statement letter ofno financial interest. dated 04/1 &17. issued by marIIrfacturer, signed for sales, advertising or any otherpurposes shall automatic ally terminate this NOA. Failure to complywith any 3) Water Resistance Test, per FBC, TAS 202-94 0107.0.9) & sealed by Lynn Miller, P.E. section of this NOA shall be cause for termination and remioval ofNOA_ 4) Large Missile Impact Test per FBC, TAS 201-944 3. Letter of lab compliance, part of the above test reports. ADVERTISEIMEN-T: The NOAnumber preceded by the words kfiami Dade County. Florida, and foflowed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C . CALCULATION S 4. RER Test Proposal No. 17-0381, dated OSr�dSr'17, signed by Ishaq Chanda, P.E. expiration date maybe displayed in advertising literature. If anypostion of the NOA is displayed. then it shall be 6) Forced Entry Test, per FBC, TAS 202-94 1 _ Anchor verification caktliatit,ns and structural sir, c w nth FBC-2014, mnly � done in.. its salivary. along s-dhmaikedup drawings and installation diagram ofvmyl sliding glass door: prepared prepared by PGT, dated 12a�r�9ll 5anid last revised on 02 ri Ss'16_ signed and sealed by G. OTHER L` SPECTION: A co of this enure NOA .shall be ro-Med to the user by -the manufatcrurer or its &%Ui7butors and copy P y by Fenestration Testing Lab: Inc., Test Repatt No. FTL 8548. dated 12/04f15, signed and Aatho:nyL.Milkr, P.E. (S�rtbnraFlled rrttdtr N'O�f�'1t�. IS-111i1 UI). 1. Notre of Acceptance No.15-1210.01, issued to PGT Industries, for then Series shall be available for inspection at the job site at the request of the Building Ofncial. sealed by Idahmis Ortega, P. E_ (%st report revised on Ol /0416 and 02r11l16) 2, Glazing complies with ASTME-1300-09_ 557 0/2770" V'in rt Sliding Gi.�ss Door' (Reinforced) - L. ', eat Airing on o4�'24'21 _ This NOA revises & renews NOA#20-0429.05 and consists of this page I and eiidence pages E- 1. E-2. E-3. E-4. I o'., E-3 do E-ti as well as appro-ml document mentioned ab<n e-"►'�-�'- hhaq L Chaada, P.E. irhaq L Clsaada, P.E. Ishaq L Chands, P.E. The submitted documentation was reviewed by Ishaq L Clmanda, P.E. Product Control fait Supervisor Product Control twit Supervisor Product Control Unit Supervisor No. 214.109.63 NOto. 21_4.03 :5 io. 21 '10. R. 9.03 Expiration Date: April 14, 2026 Expirstion Date: April 14, 2026 Ep tr Dares . 14 `02 p' Apr' 6 Expiration Date: April 1.1, 2021 Approval DattAlarc6 N, 2021 Approval Date: Slareh 25. 2021 k Approval Date: ?liarci 25, 2021 Approval Approval Daft: March 25, 2021 Page 1 E -1 E -2 E -3 PGT Industries. Inc. C'GI Windows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: E17IDENCESUB3IITTED NOTICE OF ACCTPT.L CE: ECIDENCE SUB1IITTED NOTICE OF ACCEPT ACE: EVIDENCE S17BVffTIED 2. Evidence Submitted under previous submittal p E. MATERL4L CERTUICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Super Spacer. Standard complying with ASTM C519 Thermal Conductivity A. DRAN%TNGS 0.881 BTU -in/ hr.-ft1-'F, ASIM F 1249 WVr"iR Pass, ASTM D3985 Oxygen -?ass ASIM E A. DRAWINGS 1. Drawing No. D►ID-5570.0 RerB. titled "Vinyl Sliding Glass Door NOA (LM)". sheets 2190 I.G. Durability -No Fog -Pass. (Submitted under prertions N'0A Vo. IM409 05) 1. Drawing No. NiD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA ('LM)„ sheets I 1 through 21 of 21, prepared by manufacturer. dated 10105115 and last revised on through 2I of 2 L prepared by mamtfacttuer, dated 10.+05/15 and last revised on 02/01,2 L 04,22/20, signed and sealed by A. Lynn Miller. PE. 6. Quanex Part Duraseal complying with ASTM C518 Tbermal Conductivity 222 BTU-W sigma and sealed by A_ Lynn Miller, P.E. hr.ft? PF, ASTM F 1249 1AV1R-P2ss. ASTM D 1434 Argon Pernoeance-Pass ASTM E Note: This rr rwon consists replacement of same existing installation screw with flat head_ B. TESTS 2189 I.G. Durability No Fog. ASTM E 546 Dew Point Developtvent -20°F in 48 hrs. 1. Test reports on: 1) Aim Infiltration Test, per FBC. TAS 202-94 (Subm ilfed under INOA Na 15-0409 05). B. TESTS 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 7_ Vision Extrusions. Ltd_ Parts complymg with PVC-AAMA 303-13, Voluntary Specification 3) Water Resistance Test. per FBC. TAS 202-94 for Rigid Polyt.myl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd. VEX-1 by 1. Norte. 4) Large Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration Exterior Profile Certification Program. (Subtmbed larder NOA Na 15- C. CALCULATIONS E .5) Cyclic Wind Pressure Loading.per FBC, TAS 203-94 along withmarkedup drawings and installation diagram of all PGT Industries, Inc_ 0409.05) 8. Vision E:xhusi;ons- Ltd. Parts complying with PVC -AA 1A 303-13. L. Nome. 4_0 representative units listed below and rested to qualify Dowsil 791 and Dowsii 983 silicones. (.9ribinfted under NOA A& 15-0409.05) D. QUALITY ASS0LA% 7C'E O O prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9_ PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Fxterior Profiles for Vision Extrusions. Ltd.-VEX-1 by AAMA Fenestration Exterior Profile 1. Miami Dade Deft of Regulatory and Economic Resources (RER). FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09,03/ 14 Z � FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FIL-20- Certification Program 2107.2, PGT CA740 Ahem Outsw ing Casement Windom (unit 8 in proposal) FTL -20- 10. Notice of Acceptance No_ 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for E. MATERL•VL CERTIFICATIONS CU 2107.3, PGTPW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their 'Tan 3040 & light shade (non -white) N17ti0 Rigid PVC Exterior Extrusions for i_ Notice of Acceptance No.19-0305.02 issued toKuraray America, Inc. for their > PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13120. all signed Windows and Doon", umpiring on 02.10C.11. "Trosifolt 1.1traclear, Clear, and Color PVB Glass Interlayers�". expiring on 07VS124. M O and sealed by Idalmis Ortega. P.E. 11. Notice of Acceptance No. 18-01222.02 issued to Energi Fenestration Solution, USA. Inc, for -Ni7eite 2. Notice of Acceptance No.17-0808,02 issued toKuraray America, Inc. for their C their servesRigid PVC Exterior Extrusions for Windows and Doors°`, expiring on "Sentn:Glasll, (Clear and White) Glass Interimvrs"_ expiring on 07/003. C. CALCULATIONS 02;28/23. 3_ Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their "Brown n O Q 1. Anchor verification calculations and structural analysis, complying with FBC 7k 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA_ Inc. for Coated (Painted or Laminated) N%'hite Rigid PVC Exterior Extrusions for Windows Edition (2020), dated 04/22�20, prepared by manufacturer_ signed and sealed by their "Bronze & light shade cap coated White Rigid PVC Exterior Excisions for and Doors", expiring on 09/30.+24. L� U Anthony Lynn Muller.. P.E Windows and Doors-, expiring on 04,1625. 4. Notice ofAcceptance No_ 19-1106.11 issued to Vision Extrusions Limited for their series 2_ Glazi4 complies with ASTM E1300-04. -09. -12 and -16. "V'E 1000 Tam 202 and lighter shades (Non-NNIdo) Rigid Cellular PVC Exterior -� D. QUALITY ASSURA`TCE F. STATEhfENTS Extrusions for Windows and Doors', expiring on 1229,21. MAY Miami -Dade Department of Regulatory area Economic Resources (RER}. 1. Statement letter of conformance to FBC 7a Edition (2020), dated 04,22.20, issued by martufac and sealed by 4nthcarry Lynn Miller, P.E. F. STATEI4EEN?S E. V.ATERLkL CERTIFICATIONS 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated 1_ Statement letter of conformance to FBC 711 Edition (2020). dated 02101,21. issued by O 1_ Notice of Acceptance No.19-0303.02 issued to America, Inc. for their �Pt 04/'1SQ0, signed and sealed by Anthony Lynn Miller, P.E. num facturer: signed and sealed by Anthony Lynn Milker: PE. Virtual "?rodfolg i?ltt aclear, Clear', and Color FVB Glass Interlasers". expiring on 3. Private Labeling Agree�oment document betwcen PGT, dated 03,30�`15 and signed by all 2_ Private Labeling Aft dated 03,�D8/21 between PGT Industries, Inc. and CGI Review � Pans Review Assist. Inc.CU 07=124_ involved parties. Windows and Doors Inc., signed by Dean M. Runk, P.E., V.P. Engineering, on behalf of ter Compliance completed and app ` with the U m 2. :'dance of Acceptance No.17-0805.02 issued toKularas America, Inc. fortheir both companies. 2020 FBC 7th Edition by Oebra Anne <[ "SentryGlavlf� K iear and U71it�e) Glass Intei,by eti '. expirizlg on 07/04;'23. G. OTHERS Klahr PX2300 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their L ibis NOA revises NOA# 17-0420.06 (PVTwiCGI) and updates to FBC2020 (7& Edition), G. OTHERS "Brown Coated (Painted or Laminated) NVhite Rigid PVC Exterior Extrusions expiring 04121,21_ 1. This NOA revises & renews NOA# 20-0429.05 (PLA wiCGr), expiring 04114,26. for Windows and Doors". expiring on 09130,24. 2_ RER Test proposals #19-1155 dated 011100-0 approved by Ishaq I_ Chanda- PE. expiring 2. The current associated PLA CGI file #21-0205.01, o piring 04114,r26. O � 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their "VE -out-R7»te} 04/14fl 1. S.� w � series 1000 Tan 202 and lighter shades Rigid Cellular PVC t Exterior Extrusions for Windows and Doors". expiring on 11,29P2I , L'`"` Ishaq L Chaada, P.E. Z Ishaq L Chanda, P.E. Ishaq L C'isands, P.E. Product Control Unit Supervisor Product CoutrQ Unit Supervisor Z Product Control Unit Supervisor NOA No. 21-0205.03 'IKdA ?'io. 21-0105.03 Q IKOANo. 11-0205.03 Expiration Date: April14,2026 Expiration Date: April14,20.6 J ExpiratieuDate: April 14, 2026 Approval Date: March 2a, 2021 Approval Date. March 26, 2021 Cl. Approval Date: March u, 2021 E -5 E -6 E -4 SHEET N0. August 10, 2022 PA 1.4 MIAMMQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadceov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County .Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMFns M 1�1Je-, ��. / �/ NOA No. 20-0630.15 /7 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Og�Zo J2� z 0 Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE EVIDENCESUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Human, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05/29103, 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, RE D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual jar Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. Pi _,f/. � )/v -, - - elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March / 1, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03. 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Procluct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-2 Cast -Crete USA, LLC 5. A. B. C. D. E. F. 6. A. B. C. D. E. F. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details':, sheet I or 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. TESTS 1. None. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 DRAWINGS 1. None. TESTS 1. None. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. C,lHeliny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/7023 Approval Date: 08/20/2020 E-3 CU CU Cn i N Q O 0 .C"Co CD CL Cn LU "a O CU 0-0-0 O cu .LO O c E. O O U_ O .N W '>� .� O L C CU C:) 0! z z W J Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER U) 1. Compliance Letter with the Florida Building Code, 2077 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- Z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. CLS 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL Al 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 0- 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No, C:L LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 O < through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L� 4­0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on 0 January 22, 2079. B. TESTS 0 1. None. C. CALCULATIONS 1. None. M D. QUALITY ASSURANCE Miami County Department Regulatory Economic Resources MAY M 1. By -Dade of and (RER). ' l E. MATERIAL CERTIFICATIONS 1. None. F. OTHER LL 1. Article ojCanversion for a name change. Virtual Review Assist O w � .Inc. Plans Review completed and approved L� for compliance with the 2020 FBC 7th Edition Z Qi C41elmy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. by Debra Anne Klahr PX2300 Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J a - E-4 E-5 August 10, SHEET NO. PA 1e5