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<br />1(4' TAPCON ANCHORS
<br />114' TAPCON ANCHORS
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<br />INTO EXISTING POURED CONCRETE OR CgNCRETE EILOCK STRUfJURES
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<br />INSTALLATION DETAILS FOR QP-TIQH #Z FOR UF9 SAFETY STORM PANEL SYSTEM T L5 FOR 0PT19N #2 FOR LI PANEL SYSTEM 1109RAL I- VAUD F-2 BhM MM PANEL
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELAATE FEMALE ID & PANEtMATE PLUS INTO CONCRETE
<br />rf-^ , E�?,- I 1 , . ACCORDANCE WITH THE 2020 (nn EDITION) OF THE FLORIDA BUILDING CODE, BLOCK SHALL BE 1 1/4-.
<br />°y' + 'I I 1, NyV- - I II; _ Ij� Ikl DE5K:A1 WINO LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE, B,2) MINIMUM EMBEDMENT OF if+b'e % 7/8' CALK-(N ANCHORS SHALL BE IS 7%8' INTO CONCRETE.
<br />- - P 11 } I
<br />- - �'+ .;.-,".'.M1 ILy �,:;."� Ii� -' FOR A WIND SPEED AS REQUIRED BY THE JllR75ti6CF10N WHERE THESE '5liUT±ER,S WILL BE. INSTALLED ANO NO EMBEDMENT INTO ANY FINISH MATERIAL SttAti, BE PERMITTED. O
<br />..,e • WOW 1µ'A4ER ! _,� i ,.�ytxSORHEN)ER t;:..- ,;,•, WUoga IfGDER -- t - 7,000 1bTADETT - FOR A gIRECTObAIOTY FACTOR Ka.,0:85. USING A50E. 7-t8 AND SHALL NOT EXCEED THE MAXIMUM fA.S,O, O
<br />.... I , - °`"'PEWIIREO i OVi CO .� i.,:.s-'"REOUuaEa.: -.,-,ry ,''.,. ^"'TtEOuIRt:YT •' 11 *�. N N ) T/4` g-20 5$ SIDEWALK BOLTS USED SHALL BE LONG ENOUGH{SHOULD ANY F1klSH MATERIAL :EXIST) TO
<br />"..._:, 9 / '. a. ,,, . '+'",,. `_.� � r' - ✓ ~-} ! #"a TARTAN m 8" OC1 4'4TCON' 0 6' O.C,. DE:s1G PRESSURE RATINGS 1 AICATETY dN SHEETS 25 & 26. ENdAG£ 3/4" INTO AACH4R5.
<br />. , , j:,_ ._ ) ._ . i 41 __,..,, ,(. IN ORDER TO M." THE ABOVE CONDTNOM. U01MATE DESIGN OADS # -117
<br />" tJ4'aTALON p B' O,C. 1 •"a TMCON +D a" O.C, '�:,:'. _. ,/4'g TANO{RI o a* O:C. `� ._... t 4-aTAPOTR4 a B` Q.Z, i' 1 iG'/t f.Z .4iifi: ?HREADEO .... 7 $. 1T 1 2 MIN. 7HREADEo wtND L D€T£RM wED PER ASCE 7 6 4)?. ! ,. Tin MIN. 1HRFAbED d) tn" 1IN TH9/M,fpEQ i : ,` `i aJ'," W/1 Y/2 MIN.0 a T},(- '1KN a a 2 M4. p ... PE#)ET?(iTEDNAT ,kDifO• SHALL BE FIRST R TO AS.. 1st`!) WNID LdAO58Y U#:F1PLY1 - YN 0.6 IN T ?.-�' k ° P EITATION AT WO60 i .. // n. T ,} , N A4 - - i t ', .I ` }}. / / 1 * N AT10N AT WOCO (N.E)UGEO 0 0£5 M Na EI<A 6Y ORDER 0 8.3) !N CASE THAT PRECA'S7 STONE, 0R pRECrtST CONCRETE PANELS BE FOUND ON THE EXISTING; WALL,
<br />, , , 1 1 PENETRA ON A wOaO f .I PFNEIRATlO WQt%, +... f:. PEtiETRATC4 AT WOO4 ! HEADER Y 1 O
<br />+ , HEADER ' '' HE + 1 HUM .�., y f 1! I HEADER �., t ! I FIEAOFR TO COMPARE THESE W/ MAX. (AS,D) OESRON #>.RE55VRf RATN05 INOICA:T€O ON 5NEE1'S 28 & 25. ANCHORS SHALL BE SANG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. AAICFHDRAGc ,r -
<br />i / '' I -1 ,/ 1 - SHAU BE. AS MENTIONED IN 11.1) AND IN B.2): O
<br />'I' ' i `. IIIJ f '. s t f s .l .� } �., T' _.I IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE 00 a L'� O
<br />1. < in' . y/4- ; `, - 'i2' i/4- '- I;. 1 1/2' t/4. 1. % .* .rlli, iI . I/a' . 1�. T/4' r l 1' t!Y : i/4' IN ALLOWABLE STRESS FOR WIND LOADS WAS HOTEL u5m IN SHIES ANAiMT,it. FASTENERS SPACING TOW HAS BEEN EV DC C.D N
<br />+r �.+ 1 m9w____ T': d.., -- --t `, t 49x,,;. _ / j ` `} Ma/_ _ . / Mm. _�_ `! -;* __ _ _ DETERMINED IN ACCORDANCE WITH N.D.$- 2015- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S .O u 7„W
<br />_ : j., 1 2. ', I } l 1g f R A•2... N __I f2' I 1 ! �, r="3e, ! 1 MANUFACTURER. ,4CTURER C Ly ps
<br />- ` ` I @ WOW HEdOEA y WOGO Hw!!`__ _ }t Ia, STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN YETNFlm IN ACCORDANCE WITH MICRON 162b QF
<br />MFm. I ; ,, AW.. �-' i r f Jr MM. , REnDb4E0 - - - _ "' ' 81i &€DINREp `S,.tr ? "I 1 _ (a O s.
<br />/ f1 _ -) ,,L- I THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING IABORATORY, INC, REPORT 1 2032, AS PROTOCOLS TAS-201, Ti. 151aAL1 HE THE RESPONVelUTTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER I , , s. t
<br />9 _ I _ 1. 1 7A5-202AND 7AS�-.203, I5 T4 BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED id CONC atOCN 'O N
<br />.. .� : e
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<br />. , ,-,. i �Nt. .. : , _ i i ,T, J i I .. i CANT. ! CQHi OR WOOD FRAME BUIRA1tiC5, y O E6
<br />L--- _. ; �, L,_.- t f .. )_--� , 1 ' : }--- I ,-- ?....«.:.... 2. THIS S'P5iSM tfAE BEEN DESGNEO Td BE EdStA4.LED aN THE OUTSIDE dP THE OPENING ACCE59UH: TfiE OPENING: FROM THE N
<br />r r '. - " . . . I •", I " ' '`' "�'�. INSIDE O.THE USE. OF LAUDED OR LRFE< THIS APPLICATION !S VF4J0 N INSTALLATION IS INTENDED PLTdF m 62 Y
<br />t .^ _ .. fXe , t S _ r /'JY r I . i'd. A WHE LA DE T4 BE dRM t2, THE INSTA#.RATPON CONTRACTOR IS TQ SEALjCAULSC ALI. SHLITTETs COMPON£XF £DOGS WHICH REMNH MR CONTINUOUS 03
<br />i ' ,m. SmARstxN ( 0 I 0) i � ' X..N ± 1 , j 0 PRgM i,.m OF STRUCTURE.
<br />r I 3 ExeIVIC : ' M4,, 'EEP,,ARIT014 1-
<br />i I =ION I , CONTACT W#fH THE BUILDING 70 PREVENT WIND/RAN .INTRUSTaN. CAULK AND SEAL. Sf4Ut1ER TRACks AU. AROUND ftidii. C- - C
<br />r 1' , 4RASS - r Vie' 1 .•L•. Mma OLA55 (, um .g3° WD,AE i _ ( SC AE i 3. SERIES 1000 RNSTALLATON IS APPLICABLE TO SINGLE AND DOUBLE HUNG SME WINDOWS WHEN iWALLAPO N IS REOIBRED TO BE LENL"TH = t C
<br />PANEL LENGTH 1N S.w IV r I PANEL LENGTH m .gRa uO I i I �� ! w4 SHW 13 1 I� PERFORMED FROM ENE INSIDE DF STRUCT'4NiE. t], STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAN'ItC PLUS ANY BUILDING AND ZONHNG O .- Q
<br />1' Mmf. EXISTING ) V
<br />,.� so.owl" R ! fSEE NUTS t BEIDW) I PANE. H t C$$ NOTE 7 DEL4N•) r , S I 1 EGULATIONs PRONDEL' HY THe JURLSDiCiION WHERE PERNL7 Rs APPum Ta. -3: i
<br />FOUSTaIC TO , , : r 1. , (SEE NOTE i BELOW) EXISTING I ! ! P tee. 1' Nw. _ _ •L• M°x. 4. SERIES 2D00 WSIAUATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLICERS STYLE WINDOWS WHEN 3
<br />Goss " I I - '%_ . OASS HST"= i .. __: ,., `Ns (SEE NOTE INBELOW) TO � 1 SOOVAIPANEL LENGTH ,.— - __ _ _ >r..-'. FARM IFTIC'M INSTAWTION S REWIRED 70 BE PERFORMED FROM THE INS,DE OF STRUCTURE, f 4. ATRWM WINDOW* AND DOORS, RTC- E - 2 HAT4C STORM PANEL SYSTEM"' IS PATENT PPa pB(p. Qy d .�
<br />FI ma lei I ,/a'A-2a.1 -- we zH.zT ts) - 1/4 'r2aR• 1 ON war I (SEE NOTE, 1 BELOW) �- ' 1.
<br />BUSTUg'i •) 1/S' 2- OA1' _ _ (SEE NOR t BEWW) T5. (0) THIS PRODUCT EVALLLATION DOCUMENT {P,£.D,) PREPARED BY THIS ENGINEER IS t.El4ERC AND DOES NOT PRONTIE G SS. M S W/ "'� S.S. M.S. WJ I - 5- ALL ALUMINUM EXTiUSIDNS TO BE W63-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED)
<br />7/B I
<br />i GLASS SS< M.S WT N
<br />i W1DIiaNU 3j32'_.Y. ,: I 7.Zvo 3132�i i 1 7jB`► x 3/52. �--� MFORIAATION FOR A ST)€ SPEC#F7C PROJECT; i9.°. WHERE THE SRE CONDff10N5 DEWnTE FROM THE P.EA. .�_ y�
<br />.,._... n,.., d_h,___ ___v , t �i_ L_.„__..'..._.__, ,. r' _.._1. WYNO kUi T .. J C ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-N74 ALLM
<br />, : 1 `�'- .« . yr '>a--�- --- ,. Y rT .. 6= () CONTRACTOR FO BE RESPONSIBLE FOR THE SELEQ'T1ON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF Ln
<br />j t I } , !. p I 7. ALL STEEL. SHEET METAL PANELS SHALL HAVE STRUCTURAL OUALTY ST€EL,. AS7M A-W GRADE 50 Min„ CALVAN12ED STEEL YHiS PRODUCT BASED ON THIS PEA), PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONOMONS DEfA11E0 ON C E
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<br />1 - , , I I (it) SITE SPECIFIC PROJECTS SHAD. BE PREPARED BY A FLORIDA REGISTERED ENGINEER DIE ARCHITECT WHICH WILL
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<br />M - _ I a I _ I i USE CR THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALT.
<br />{ ; / _t'7, 11 L._J ('TT ':- \ I" ,' I I - 10. (APCHOi IX' WALLTSrNLL SUBMIT TO THIS BATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
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