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<br />!, *51AILADDRE, ARE ONLY VAUD FOR BUILDINGS WITH A,S,D DES" LOADS E *' - . - , .
<br />-72.0 PSF AND PANEL'S % - 1 ovnma
<br />LW TO .W5. LEWIN UP TO V-S'. S IE �* �j,_ �-L:�> N PRODUCTS, LLC�
<br />S `0% - GLOBAL PROTECTION ME.
<br />2. FOR NEW WOOD FRAME CONMUCILON WOOD MEMBERS TO HE SDUW-RN 1: ... . . . , 1109cotkc:� " , I
<br />PINE 140� 2. W/ SPIEEM DENSITY OF oSS OR EOUAL 'A" .�_ ofklrj�oq� /
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<br />I I
<br />INSTALLATION
<br />QUAILS EQR
<br />QUION #2 FOR UEE SALEM
<br />STORM PANEL SYSIEM
<br />INTO EXISTING EQURE12
<br />CONCRETE OR CONCRETE
<br />BLOCK STRUCTURES
<br />tK4*EAMON ANCHORS
<br />4' TAPCON M04M
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<br />MINIMUM ANCHOR SPAMW AND MINIMUM EDGE QVIOU" ARE IRRIGATED ON
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<br />III, :
<br />;wz
<br />. - = I wOLIEDO. HL
<br />=W& MM, VALID "- HM =8M P". MMU
<br />I E-Z HANG, STORM PANEL SHOW* ON THIS PRODUCT CVXAATMN DOCUMENT (P.E.0) HAS BEEN VERIFTED FOR COMPLIANCE IN
<br />ACCORDANCE WO THE ZD20 (7th EDITION) Or THE FLORIDA BUILDING COX.
<br />DESIGN WIND LOADS SHALL. BE DETERIANED AS PER SECTION 1620OF THE ABOVE MENTIONED COM
<br />FOR A WINO=TAS a THE "M ITS WILL BE INSTALLED AND FOR A DIRE Y FAMIRICU10 USING "Ill"OASKED THESE
<br />s"OUTTEEXCLED INC mAiNvuUm (AND
<br />FOR
<br />DESIGN Pit M,URE RATINGS lit"IED ON SHEETS 20 * 26.
<br />IN ORDER TO VERIFY THE ABOVE CONO[DOM, ULTIMATE MKIN WIND LOADS DETERMINED PER ASM �-ITE
<br />SMALL BE FIRST REDUCED TC A,&D. DES" WIND LEADS BY MULTIPLYING THEM BY tLS IN ORDER TO
<br />TO COMPARE THESE W/ MAX. CAISD) MRSN PRESSURE RATINGS INDICATED ON SHEETS 26 & U
<br />IN ORDER TO VERIFY THAT COMPONENTS AND AMC14ORS ON THIS P.F-D. AS TESTED WERE NOT OVER ISMSEED, A = INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS RM USED IN THEIR ANALYSIS. FASTENERS SPACING 70 WOW HAS .BEEN
<br />DETERMINED IN ACCORDANCE WITH N,OS- 2015-
<br />STORM PAN ADEOUACY FOR jMPAIt AND FATIGUE ASSISTANCE HAS BEEN VERRIED IN ACCORDANCE WIN SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTSIC LABORATORY. INC- REPORT 9 2032, AS OROTOOV-S TAS-201,
<br />TAS-202 AND IAS-203,
<br />2- T141S SYSTEM HAS BEEN DESIGNED TO BE INSTILLED ON THE OUTSIDE OF THE OPENING ACCESSING lHE OPENING FROM THE
<br />INSIDE W/O THE USE OF A LADDER OR UTT THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO OF PERFORMED
<br />FROM THE INSIDE OF STRUCTURE.
<br />3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE "MOM WHEN iNVALLATION IS REQUIRED TO BE
<br />PERFORMED FROM THE 04SPOE OF SMUCIUF?P--
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HORIZONTAL SLOERS STYLE WINDOWS WHEN
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />5. ALL ALUMINUM E)TRUSLONS TO BE 6063-16 ALLOT AND TEMPER (UNLESS OTHERWISE NOTED)
<br />S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 31OL5-H1II 411.01`„
<br />7. ALL STM SMELT OCTAL PANEXIS ISHALL HAVE STRUCTURAL CUALITY STEEL. ASTM A-W CRAM 50 %-, 4ACYAWED STEEL,
<br />DIESIGtATION W/Fy. SB.S KILL AFTER Roam).
<br />S. ALL SCREWS TO HE STIVOLESS STEEL 304 OR illt Just SERIES OR CORROSION RESISTANT CCAIED CARBON STM AS PER GIN
<br />50018 W/ 50 k*I YIELD STRENGTH AND 90 4W, TENSILE STRENGTH & SMALL COMPLY W/ "RIDA, BUILDING, CODE SECTION 2411,3.3 4
<br />S, BOLTS TO BE AST' A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL NTH 36 44 MINIMUM YIELD STRENISTH.
<br />10, ANCHORS TO WALL SNAIL BE AS FOLLOWS,'
<br />(A) TQ_UL1A%_eQV2ED_WA&.
<br />- I�4-0 TAPCON ANCHORS AS MANI)FACTURID, SN' iTW BUILD". LNC, (MIN. f'.-3112 D.C;)
<br />C/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN, f-3000 a.ci.)
<br />1 4* * X
<br />- #14-10 PAWLWATE FEMALE 10 III PANELA031 PLUS ANCHORS. AS MANUFACTURED BY EiCO CONsMuCTION PRODUCTS
<br />(Vt-3350 Pall
<br />A. 1) MINIMUM EMBEDMENT Of TAPCON ANCHORS INTO POURED CONCRETE SMALL BE I 31C AND 2- FOR PANUMATE
<br />FEMALE ID & PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF L,'4'# X ?/a- CALX-W ANC14DRS SHALL BE IS 716" IN'TO tONCLIMM NO :E INTO
<br />ANY FINISH MATERIAL SMALL BE PERMITTED-
<br />1/4" 0-20 SS SM" BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL E;GST) TO ENGAGE 3/e
<br />INTO ANCHORS.
<br />A,3) IN CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS SIC FOUND ON Tk EXISTING WALL OR
<br />FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL
<br />Of AS MENTIN11) IN AA) AND 01 A,2).
<br />(0) 1p_U&1INLtQh1GRE1E_a&&_wA1l
<br />- 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY IT* SUILDEX INC,
<br />- �/4* 0 X 7/8* CALK -ON ANCHORS, AS MANUFACTURED BY DEWALT INC. (f-ISOD P,fl)
<br />- # 4-10 PANIELMATE FEMALE 10 AND PANIELVATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION
<br />PRODUCTS W?uti P-1) F
<br />Ple. VEALA-A'SOUREASATE
<br />20 GAGE GALVANIZED STEEL STORM PAWL I "
<br />OVAIN ft -
<br />-Lm.pt — MAIL PROTECTION PRODUCTS, ILL
<br />mao. vc.2' ).M.-v47 F 20175'
<br />IT I) MINIMUM EMBEDMENT OF TAPCON ANC4,IORS, AND PANELMAIE FEMALE ID & PAMEUWAX " INTO CONCRETE
<br />SLQCK Si A Be t 1/4,
<br />S,Z) MINIMUM EMBEDMENT Or 11;44SH 7/4' CAUK-IN ANCRORS SMALL BE IS TIC INTO CONCRETE
<br />NDEMBEDMENT INTO ANY MATERIAL SHALL BE
<br />PERMITTED.
<br />1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG LhOUGH(SHOULD ANY FIN04 MATERIAL 0051) TO
<br />ENGAGE Ve INTEL ANCILQRS,
<br />&33 IN CASE THAT PREGALE STONE, OR PRECAST GGADGRErE PANELS M FOUND ON THE ETOSnW V&J_
<br />ANCHORS !SIALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SMALL BE AS MENTIONED IN 9A) AND IN 02).
<br />(C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPfCIFlGAT*NS OF THE ANCHOR'S
<br />MANUFACTURER.
<br />It IT SHALL BE THE RCSINRISIBILfly OF THE CONTRACTOR TO VERIFY THE SCUMDNM OF T14E STRUCTURE WHERE SHUTTER
<br />IS TO BE ATTACHED TO SUES PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO 0DIVEREFE, BLACK
<br />OR WOOD FRAME 8URATINGS,
<br />12 THE VISIALLAPLOW CONTRACTOR 15 It) SEAL,/CAULK ALL SHUTTER COMPONENT EWES WHICH REMAIN *4 CONTINUOUS
<br />CONTACT WITH THE BUILDING 10 PREVENT WIRD/RALN INTRUSION CAULK AND SEAL SHVR TRACKS ALL AROUND FULL
<br />LENGTH.
<br />S. STORM PANEL MISTA"TION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWNC PLUS My BUILDING AND ZONING
<br />REGULATIONS PROODW BY THE JURSOLCTION WHERE PERMIT Is APPLIED To.
<br />t4 ATIBUM VANDOWS AND 00M, INC. E - Z RANG STORM PANEL SYSTEIM"i is PAMW PENINNO.
<br />'s I.) DOCUMENT &CO1 PREPARED BY THIS ENGINEER IS GENERLO 4WD DOES ACT PROVIDE
<br />M=1'011`GTr&"n1N*NsPECIFLC PIT CTz L,. WHERE THE SITE CONDITIONS "It FROM THE P_E,0
<br />(b) CONTRACTOR IO BE RESPONSIBLE FOR THE SELECTION, PURCMAU AND INSTALLATION INCLUDING.UK SAFETY OF
<br />THIS PRODUCT BASED ON 14S P.L.0, PKMDED Ht/SHE DOES Not OLVATE MM THE CONDITIONS OVALED ON
<br />THIS DOCUMENT, CONSTRUCTION SAFETY AT. IS THE CONINACTOR,$ RESPOWS81um
<br />(0) THIS PRODUCT LVALUAITON DOCUMENT WILL BE CONSIDERED LNVAU0 IF MODIFIED.
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH DILL
<br />BECOME THE p4RIM ,O R.) FOR THE PROJECT AND W-40 WILL Or RESPONSIBLE FOR THE PROPER
<br />LD ENGIN
<br />EER
<br />rD RECORD, E USE OF THE ORD, ACTING AS A DELEGATED ENGINEER To THE P,ED, ENGINEER, SHALL
<br />SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />/a) THIS P,EXL SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER or
<br />RECORD THAT PREPARLIEL IT
<br />16 STORM PANEL Mazy
<br />UFACTLRER'S LABEL SHALL SEE LOCATED ON & READILY VISIBLE LOCATION A' STORM PANEL IN
<br />ACCORDANCE VIM SECTION 1709-93 OF FLORIDA BUILDING COM. ONE LABEL SMALL HE PLACED FOR EVERY OPENING,
<br />LABELING TO COMPLY WITH S�CTLOHI 1709S.2 OF THE FLORIDA BUILDING CODE.
<br />E
<br />a)
<br />a)
<br />C_
<br />CIO
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