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<br />WALL k4OU1bMNG INSTALLATION
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<br />0 LIFE SAFITY PAM
<br />SCALE 3/r.1"
<br />No S1IORJM PANEL
<br />I C-Z HAN4 STORM PANEL S80WN ON THkS PRODUCT ]EVALLIAMON DOCUMENT (P,U.) HAS SEEN VERIFIED FOR COMPLIANCE IN ELA) MINIMUM EMBEDMENT OF JAPCOU ANCHORS AND PAINJUAIAft FEMALE CD 01 PANZIMATF PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FILDRIDA BUILDING CCOE- BLOCK SR41 BE 1 1/4-�
<br />DESIGN ONO LOADS $HALL BE DETERMINED AS PER SECTION I r2O OF THE ARM MENTIONED COCIC, 5,2) MINIMUM EMBEDMENT OF 1/4-0 X 7/6' CALX-jN ANCHORS SHALL BE IS 7/0- Wo coNCRETE,
<br />AND
<br />MR A WIND SPEED AS REQUIRED BY T14E JURISOICT" WHERE THESE SHUTTIERS WIL,L,,%r NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE FICIINT-7tED.
<br />lh%=
<br />FOR A DIRECTIONAUry F&CMIR Kd-0.85, USING ASCE 7-16 AND SHALL NOT EXCEED UM (A'S D) 1/4" 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD MY FINISH MATEKf,kL EXIST) To
<br />DESIGN PRESSURE PAIINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHM.
<br />IN OMER TO VERIFY THE ABOVE CONDITION. OVIIIIINTE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />S14AU BE FIRST REDUCED TO XS.O� DESIGN WIND LOADS BY MUC11PLYINC T14EM Ff 0.6 IN ORDER TO 8-3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS SC FOUND ON THE EXISTING W,MJ_
<br />TO COMPARE THESE W1 MAX. CA-S,D) DESIGN PRESSURE RXIINOS INDICATED ON S14EM 25 A, 26� ANCHORS SHALL BE LONG MWG#t TO REACH THE "N STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />$HALL BE AS MENTIONED IN BA) AND IN 0.2).
<br />N OMER TO VERIFY THAI COMPONENTS AND ANCHORS ON M P1,10, AS TESTED WEIE15 NOT MR STRESSEE, A 2kU INCREASE
<br />IN ALLOWABLE STRESS MR WIND LOADS WAS NU USED IN THEIR ANALYSIS, FASTENERS SPACING To WOW HAS BEEN
<br />OETERIENIED IN ACCMDANCE WITH N.OLS_ 2015, (C) ANC14ORS -'INAILL, BE INSTALLED FOUOWING ALL OF THE RECOWENDATgms AND SPECIFICATIONS OF THE ANCHOR'S
<br />STOW PANWS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF MANUFACTURER -
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TEMI; URBORA�OFY. INr_ REPORT 0 2032, AS PROTOCOLS TAS-201. 11 it SHALL BE THE RESPONSIBILITY OF THE CONTPAOFOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND 1AS-203, IS 19 bE ATTACH TO WSURE PROPER ANCHORIAGE, THIS SHVIIIER SHALL ONLY BE AnxIiro To CONCRETE, BLOCK
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENW ACCESS*(; INE OpEliNq FROM THE
<br />INSIDE WIG THE USE OF A LADDER OR UM THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENOM TO BE PERFORMED 1�, THE INSTALLATION CONTRACTOR IS TO SEAL/CAUIX ALL SHUTTER COMPONENT EWES WRj N IN COW
<br />ION REMN NUOUS
<br />FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT W(NO/RAIN INTRUSION CAULK ANO SEAL SHILITTER TFRAMS ALL AROUND FULL
<br />3. BRIM 11100 INSTALLATION IS APPLICAIRLE, TO SINGLE- AND DOUBLE HUNG STU WINDOWS WHEN IWALLATION fS REQUIRED ro BE LENG11w
<br />PERFORMED FROM THE INSIDE Or STRUCTUREE ", STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWRIC PLUS ANY BUILDING AND ZONNII
<br />4. SERIES 2DOO INSTALLATION IS APPLICABLE TC SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDM WHEN REGULATIONS PROVIDED BY THE JURISOCTON WHM POW IS APPLIED To,
<br />INSTALLATION IS ROGUILRED TO W PrEUCHIMED FROM THE INSIDE OF STRUCITURti, 14 AT" WINDOWS AND DOM, ING. E - 7 14ANG "M PANEL Sy$TEN- 15 ph pa
<br />1w WOMOL
<br />5- ALL ALUMINUM EXTRUSIONS TO BE 9063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15- (4) THIS PROWICT EVALUATION DOCUMENT (P1D) PREPARED BY THIS ENGINEER IS GENERIC AND DOM NOT PROVIDE
<br />041FORMAMON FOR A SUE SPECIFIC PROJECT.- I... WHERE 114E SITE CONDITIONS DEVVITE FRGM THE P-E.D.
<br />S. ALL ALUMINUM SHEET MEIAL USED AT CLOSURES WLL HAVE 3105-HI4 ALLOY,
<br />(6) CONTIFIACTOR TO K RESPONSIBLE MR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING L)Ft SAM OF
<br />7. ALL STEEL SHEET METAL PANDLS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-SS3 GRADE 50 Min�, CALVANIZED MEL THIS PROULICT BASED ON THIS PED. PROVIDED HE/Slit DOES NOT DEVIATE FROM THE COMMONS DETAILED ON
<br />DMGMTON WIFy- 58,5 ksi (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 6 THE COWrOMWS RESPGNSSIUTy�
<br />8 ALL SCREMIS TO FIE STA114LM STEEL 304 OR �I& AISI SERIES OR COEIROSON RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WELL BE CONSIDERED INVALID IF MODIFIED,
<br />W018 W/ 50 Kai ITELD STRENGTH AND 90 IIIII TENSILE STRENGTH & SMUL COMPLY W/ FLORIDA BUILDR46; CODE SECTION 241 tz.3.4
<br />(d) SETIE SPECIFIC PROJECTS SHALL BE PREPARED Ely A FLORIDA REGISTIERM ENGINEER OR ARCHITECT WHICH WCLL
<br />0, BOLTS TO BE ASTM A-307 GALVANIZED SFM OR AM 304 SERIES STAINLESS STEEL. WITH 36 iou MINIMUM YnO, STRENIGN, BECOME THE ENGINEER OF RECORD tIEO.k) FOR INC PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROP
<br />USE OF THE P.E.O. ENGINEER Of RECORD. ACTING AS A DELEGATED ENGINEER TO T14E P.E.D. ENGINEER, SHALL
<br />M ANCHORS TO WALL SK-11 BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />fA) I _
<br />(4) Ilia P-Lb� SHALL BEAR THE DATE AND GROWN. SEAL AND SICNATURE OF THE PROFESSIONAL ENGINEER or
<br />- 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY JTW, BOLM, INC. (MIN, f*3112 ,,j.j.) RECORD THAT PREPARED IT
<br />- 1/4' 0 9 7/8' CAUC-01 ANCHORS, AS MANUFACTURED BY IDEWALT INC. (MIN, f'3000 O-I,)
<br />- 014-10 PANEJA%TC FEMALE ID * PANELAVITE PLUS ANCHORS. AS MANUFACTURED W EL40 CDNstRUK;MN PRODUCTS, M STORM PANEL MANUFACtUREWS LAM SHALL DE LOCATED ON A W.WLY V51OLE LOCATON AT STORM PANEL W
<br />ACCORDANCE Wall SECTION 1709.9,3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED, FOR EVERY OPENRIC,
<br />(C-3350
<br />P.J.) LASELING TO COMPLY WITH SECTION 1709.9.2 OF THE KMiDA BUILDING COM
<br />PLI) MINIMUM EMBEDMENT OF TAPCO ANCHORS IWO POURED CONCRETE SHALL RE I 31,V AND 2' FOR PAHEILMATIE
<br />FEMALE 0 & PANELMATC PLUS,
<br />A2) MINIMUM EMBEDMENT OF 11/4-0 X 7/a' CAUX-IN ANCHORS ViALL BE IS 71r INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHOLL SE PERMITTED,
<br />1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(IiNQUILO ANY FINISH MATERIAL EXIST) To ENGAGE V4-
<br />INTO ANCHDRS� "01141101111",
<br />ok A T4k '!'&
<br />-
<br />A�3) IN CASE "I PIKIECAST STONIE PRECAST CONCRETE PANEU, OR PAVERS Or, FOUND 0-4 THE E30SRNO WALL ..... Pi -
<br />OR A, "
<br />FLOOR, ANCHORS SHALL BE LONG ENOUGH TO RM14 THE MAIN STPUCTURIE OEM I't SHALL � \6
<br />IND SUCH PANELS. ANCHM '-e
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