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HomeMy WebLinkAboutProduct Approval (2) 7/20/2015 Florida Building Code Online 'BCIS Home I Log In' '• User Registration PHot Topics Submit Surcharge Stats&Facts Publications FBC Staff ! BCIS Site Map Links Search Busirie : 1:j t Professibria)E',, ,Product-Approval R cF J�f p JAN 17 7017 [f USQR:,Public User jji Rrotluct:ADproval Menu!>,Prii or oliration Searrh>Application List>Application Detail I :F.L',# �� z 3 r FL2683-R4 r jApplication.TypejyRevision I ,-,Code'Version 2014 Application'Status Approved Comments Archived - j �P:roduct Manufacturer' American Shutter Systems Association, Inc, I i`'Address Phone Email 4268 W ro s ,�i, ., / �,/ est ads Drive z West Palm Beach;FL 33407 (561) 209-8263 I' bfeeley@easternmetal.com Authorized Signature Bill Feeley li Irodriguez@easternmetal.com Technical Representative Address/Phone/Email,;- i' Quality Assurance'Representative i Address/Phone/Email' I Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I.I ! Evaluation Report-Hardcopy Received .a }Florida Engineer or Architect Name who developed Walter A. Tillit Jr. 1+ ..the Evaluation Report Florida License PE-44167 Quality Assurance Entlty National Accreditation and Management Institute lr Quality Assurance Contract Expiration Date 12/31/2017 I Validated B John Henryam mann Jr. r y Y P Validation Checklist- Hardcopy Received Certificate of Independence FL2683 R4 COI A.S.S.A. INC. C.I DRWG.15-087.[)df i .r Referenced.Standard and Year(of Standard) Standard Year TAS 201,TAS 202,TAS 203 1994 Equivalence of Product Standards Certified By, Sections from the Code Product Approval Method Method 1 Option D http:/Avww.floridabuilding.org(pr/pr app o.aspx?param=wGEVXQwtDgv8gh4TcSO3PL20%2br9uLi2wC]HtdH%2b°/p2fc6OM%3d 1/2 GENERAL N07F5: NOTFS' 1. 6(IRUDED BERTHA SUPIA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PED)HAS BEEN VERIFIED 8.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4' FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS 84MW SHUTTER SHALL Wt BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MWMf QADElBROWARD COUNTY). 8.2) CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2-LONG MINIMUN SHOULD STUCCO DESIGN WIND LOADS SH4LL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, EXIST AND I'MINIMUM FOR WALLS NTH NO STUCCO. FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTTON WHERE SHUTTER WILL BE INSTALLED. USING ASCE 7-70 AND S6& NOT EXCEED THE MAXWUM(A.S.D)DESIGN PRESSURE RATINGS 8-5)IN G1SE T1t0.T PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS IN ORDER ON SHEETS 7, 8&9. SHALL RTF LONG ENOUGH TO REACH fHE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS IN ORDER n VERIFY THE ABOVE ASO. D DESIGN 1RH O L DESIGN WIND LOADS DETERMINED PER ASCE 7-10 INDICATED ON N07ES B.1)&8.2)ABOVE SHALL BE F7RSi REDUCED TO ASb. DESIGN WIND LOADS BY MULTIPLYWG THEM BY 0.6!N ORDLTR TO TO COMPARF 7HFSE W/MAX. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7, 8&9. (C)ANCHORS SHALL BE INSTAU-m FOLLOATV6 ALL OF THE RECOMMENDATIONS AND SPE0F7CATONS OF THE IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED.,AS TESTED, WERE NOT OVERSTRESSED, A JJX ANCHORS MANUFACTURER. INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR ANALYSIS HOWEVER, FOR LAG SCREWS INTO WOOD,A 1.60 WIND L040 DURA77ON FACTOR WAS USED 70 CALCULATE SCREWS SPACINGS 7. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT 10 SECURE 1XIMUDED BERTHA BNNAMA SHUTTERS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN SHUTTER WITH SIUL &SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS ,m ACCORDANCE WIN SECTION 1609.7.2 OF THE ABOVE M£NTONED CODE AS PER ATL REPORTS 1092J.0 7-97 AND AD309.01-04 AS PCR TAS-2111, TAS-202 AND TAS-203 PROTOCOLS 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNf:SS OF THE STRUCTURE WHERE SHUTTER C-) 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR 10 SEN./CAULK ALL SHUTTER COMPONENT EDGES m 2.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-16 ALLOY AND TEMPER? W17H Fye 25.0 ksi WHICH REMAIN IN CONTINUOUS CONTACT WFTH THE BUILDING TO PREVENT WIND/RAIN INTRUSION CAULK AND SEAL —•'- MINIMUM(UNLESS OTHERWISE NOTED). SHUTTER TRACKS ALL AROUND FULL LENGTH. -< 9. BFRTX4 RAM"SHUTTERS INSTALLATION SHHAFL COMPLY WITH SPECS INDIC47ED IN 7795 DRAWING PLUS ANY BUILDING CIS J.ALL SCREWS TO I 50 ksi SS STEEL 3D4 OR 316 AIS!SERIES TR CORROSION RESISTANT COATED ORIDA STEEL AS AND ZONING REGULA77ONS PROVIDED BY THE JURISDICTION WHIRL PERMIT IS APPLIED TO. PER DIN SOOT$ WITH 50 ksi Y7LZD POINT AND 9U ksi TENSILE STRENGTH AND SHALT. COMPLY W/RORIDA dUfLPING CODE CODE SECTION 241 LJ.3.4. - �-- 10. SHUTTER, MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCANMA ON AT SURFACE OF THE U410 ]�. 4. BOLIN TO BE ASTM A-307 CALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH J.5 kst MINIMUM YIELD FRAAIEDOR©IN ACCORLLANC£WIN SECTION 1710.8.3 OF FLORICL4 BUILDING CODE. ONE LABEL SHAG.BE PLACED STRENGTH, FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 7710.8.2 OF THE FLORIDA BUILDING CODE 11• (o) THIS PRODUCT EVALUATION DOCUMENT(PZ D.)PREPARED BY TIIIS ENGINEER IS GENERIC AND DOES NOT PROVIDE 5.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM M4NOREL. INFORMATION FOR A SITE SPECIF70 PROJECT.•7. c. WHIR£ Afir SITE. CONDITIONS DEVIATE FROM THE P.ED. 6.ANCHORS TO WAII SHAtt BE AS FOLLOWS(UNLESS OTHERWISE NOTED): (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECRON, PURCHASE AND INSTAGANON INCLUDING LIFE SAFETY Of czn TUIS PRODUCT; 8ASED ON THIS PRODUCT EVALUAT70N DOCUMENT, PROVIDED HE/SHE DOLS NOT OLW41E IRUM THE `+1 (A) TO FXISAW POURED CONCRETE: (Min. Ic=JPDO p.sJ) CONDITIONS DFTNI ED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SfTE 15 TIE COWRACTOH:S RESPONSIBILITY. - 1/410 1APCON ANCHORS AS MANUFACTURED BY LT.W. BUILDEX. - 114'0 x 7/8' AK-IN ANCHORS AS MANUFACTURED BY 771E POWERS FASTENERS INC, (c) THIS PRODUCT EVALLIA77ON DOCUMENT WILL BE CONSIDERED WVAUD IF ALTERED BY ANY MEANS. NOTES, (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA B£GISIEREU ENGINEER OR ARCHITECT WHICH WILL A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 7 7/2' BECOME THE LNGINEER OF RECORD (L:O.R.) FOR THE PROJECT AND 11710 WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. LNGINEER SHALL + A2)CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO CMUF.vMENT INTO SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO 5840 BE PERMITTED. (e) GMGTNAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4"0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR RECORD THAT PREPARED?. WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL ` OR FLOOR,ANCHORS SHAtt BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS THIS DRAWING SHALL ONLY BE USED 7T7 ANCHORAGE SHALL BE AS INDICATED ON N07ES A.7)&A.2)A80*. OBTAIN PERMITS IN THE STATE OF FLORIDA (B) TO EXISTING CONCRETE BLOCK WALL: 4u'r<•33 - 1/4•P TAPCON ANCHORS AS MANUFACTURED BY 1.T.W. 8UILDFX. E:;S - 1/4'0 x 7/8"C4LK-!N ANCHORS AS UwUFACTUR£D BY THE POWERS FASTENERS, INC. NApNA1n110111" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```�,,#% LEER q, �,,,� CDMmNAHEJN afu»n P T!`�,�' J'EXQwoFFn RBEmFu X84"N",SWTlEF7e(snEETS::,rrTFfRU,9:afi'i7) 4lCFN -. Ass4 LscrmA srx6FUAL sHttrrER(sNEErs ia'rtrau'ss of xI o107s 7ttYLiPD,O.G yy *.' 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DRV "' N oRCP) F l��J (3)f/4' 0-20 RNNVIS W/ 2"a 3 3ji6"(Yac) / to x 7 r/�s s GOR t 11 f 2°x r r/z's.s 7/6 c osw F v 3 1, e I f S Y S. TO I OR J Y.S O J O.C VER7!(AfLY - qNm.ANGLE(Cml.) (\ rr w/r//2'EncE tNSTANCC oR l) oR tl1 Ito x r SFE SCNEgRf -L,J �,/ Canf. / OR ,/ 5 5 S t 7S?• S.Y S TOP d,BOTTOM -_�.- ./ ORE SCH 0 W C� (Tjp.AT EACH BRfCKET) �� m Cmt. .1 ..SRF sSUMPU E FW �stiECT e m tt)oR J F t SFPARMS m GLASS SE ON A—A I TD x r T/2's �)'%4 i-2 y s u 5 m tr�azGlJ G OR M.s.o". o.c.uTncvty W/Vl'EOCE DTS'TAVCE WALL MOUNT) f to x r Tjz• GD OR((3I f+o x 1 112" SCALE: 114' :. 1" s.s s M s. s.L.s. TW a DOTmrf -4-__ -_'$==. ,/ Cont 1 m(�aTQJ (Tm AT FAcN smc*T) tf4"/-20 RATIU7 O 9'O.L:. ease OR (01) SECTION 9—.B Fuu LFNcrH(LacA1P ALwArs G)OR tcoat A, ,A, wa LY�n7uDnT 2'x,'WgroO sTuus----— y /WALL MOUNT //4'0,-20 RNNUT O 9'0. C. 0)--, REONRFO O C-01+NER /G7 OR(iib l Carl Cm! W/714'hT0 x 2'S S.Y.S. FLLYA710N lNt 5'HEFT 5 OF 9 EDA (T7P-1 C. % 7wLT LAT'orTq SCAT t_ 1 f�" t' (? rtrtL LLTGTTt tLOGTE ALWAYS (3) 1/4'r-2O x 2- MA ' AT LEAST TWO DN.TS 1"AT EACH L _ f Y.S W/i/e'x 3132' SI➢iE'OF WTEPoOR YU(LION.SPF WING NUT O 3'O.C. •% �y ..� 2'x 6'WOOD DFCK yQ717CALLY W t/2'EDGE F omr 2,O,N ON SNEFI S OF 9 tL9t w.. ./�../ DOLT UmUT) _ REDYi/RFD D57ANCE m(fs LT077DM 2'x 6'WOOD DECKfi.....-� yy T •`�-` _ T —��"ya,-__ EDGE M-LA/KE F APPLCAStE. A FALN VMCKET) _ l ORO 1/4'r LAG T/4"r uc saxws o 6'0.c SCREW'S O 6'O.C. W1 1 112'Min. S.Ms. W/1 T/z'Ac. THREADED N'NEIRATON TIARFAOED Ac. ALTERNATIVE 4A ALTERNATIVE 48 P=14,Tr W/El r i'"e°µ'a"" TNRCADED PENORATIM SECTION G—G FZOQBZfEljING MOUNTING &STAM4TION (FLOOR/CEILING MOUNT) — SECTION A SCAT F: 1/4"- t" SCAL E. 1/4" = 1" INSTALLATION PETAILS ON EXISTING WO,ODB, RONDA flUXONG CODE(Hon High Veloc(ty Hurricane Zone \���d��`0.•T•I� JriArf /OMUDED BEAMA N84FNNA SHMER(SHEETS r 1NR0 9 OF 33) „� '"•.. .. w ASST BERTHA CMM 4iL SNUTtfR SHa 10 77LRU J3 OP J3 xorEs: y�4 '�\GENSF •. y e2ar5 Ttl.iEto.xTC Yt 1.OVSTALLA17ONS ARE ONLY VALID FOR N7STAILArIONS WITH MAX.ASD.DES10N �{ A _ ASST/'EXTRUDED BERT1tA 64J/AAtA SN1J71ER DW PRESSURE ROLNG LESS OR EQUAL MW+62.0, -75.0 p.e.f.AND Max.SHUTTER - lY�.4`f'. 7 SPAN AS PER SCHEDULES ON 5EIFFY 9. - = T a/r-/Ts 2.FOR NEW WD00 FhWE CONSTitUC11TM1:WOOD YENBLRS TO IIF SOUTlFRN s .r-•-- I i L- E�� � � SNUITIIt SYSTEF�S ASSOC., INC. alr, PINE No.z W/sPEC6Tc DENSTfY OF a55 OR couAL z-o'• STATE OF .�+. c TES7WG h ENGINEERING 4Y7MPANY 4268 WENT ROWS DRAV } PAM y� tLJ x r.::s=.,+a wrw awaTs ttam sn 15-087 "'�(� FL1' .:�^'C� .rTaxn-nw.,a<:aosmr-wr PravE:(6vo,143z-Tzw.FAx C3st)zR9-e3Do ri„-J` ••. I,+�`\Yr\ _m���g-`� rxr. mcMv mu antr mx' M1AW7.0 Ab z'JrggsSlQNA1�v�i``� moa TJmG J s rsie s~ as rr-,>. 4 _ _ sHErr 0 or ii SCHEDULE j# I SCHEDULE# IA MAXIMUM SINGLE UNIT FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING AND MAXIMUM MULTIPLE UNIT FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING MOUNTING TYPE AND MOUNTING TYPE CAW 1.N"+MNL.MMWT MULTIPLE UNIT ELEVATIf1N okw 1:nuim Tp 3,1NGLE UNIT ELEVATION OR TAAA'[D AT SCM +s f R) OkW 1:■i W.+W41L MXAT CAW s:MQM 1LW/Da1�p1 J an T21rPFW AT:.1CFs +sates(st>ffr eJ ilsgFwJ _ omcw PANAMA SHUTTER )eR1atET BANAMA A[7E1WIfiE SVC a �, OlT� h SHUTTER I TPE .QrndYOE SIDE h y h _ TYPE mmoxT 1 - ....I UNUM!!EO/ UNLIMITED i/ W— W OF UNITS OF I7S MAX.AS.D. MAX. A.S D. MAXIMUM SPAN MAXIMUM SPAN 'L'(IN) DESIGN PRESSURE DESIGN PRESSURE --- RATING(p.s.1.) RATING(ps.f.) MAXIMUM UNIT INTERIOR MULLION MINIMUM SEPARA17ON MAXIMUM UBRA NIT W/0 SIDE CKET Wf SIDE BRACKET MINIMUM SEPARATION AND CASE f WIDTH 'W'(/Af) Wl0 SIDE BRACKET W/SIDE BRACKET TTPE REQUIRED TO GLASS(1N) AND CASE f MOTH"W'(IN) TO GLASS(IN) CASES I d itCASE t _ +56.0, -63.0 42' 52" N/A 3 1/8' +50.0. -43.3 36 1/2 72 1/2' NIA A7 2 1/2" cASEs I d nCASE t 42 N/A 96" 2 1/8" +62.0, -75.0 36 1/2' NIA 83" A2 2 3/8' CASE 11 +62.0, -75.0 36 112' N/A 84' A2 SCHEDULE f 2 SCHEDULE # 3 LIMITATIONS FOR SINGLE AND MULTIPLE UNITS BAHAMA SHUTTERS UNIT WIDTH (1N), SPAN L (IN) AND MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES®, Q, OR®AS CORRESPONDING_MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s_f.)_FOR THEINSTALLATIONOFFSIDE & SILL BRACKETS WELL AS SILL A_NG_LE @ AT BOTTOM (AS APPLICABLE) FOR INSTALLATIONS_ INTO CONCRETE & MASONRY BUILDINGS BY MEANS OF (3) 114" fff x 718" CALK—IN ANCHORS * INTO POURED CONCRETE HEADERS AND SILL *** MAX/MUM NEGATIVE SINGLE UNITS MULTIPLE UNITS MAXIMUM A.S.D. SINGLE&MULTIPLE UNITS R.S.D.DESIGN SIDE&SILL BRACKETS Rw SIDE d SILL BRACKETS" DESIGN PRESSURE PRESSURE TO CONCRETE TO BLOCK TO CONCRETE TO BLOCK RATING(P. s. I.) TOP d BOTTOM TO CONCRETE RATING(P., ) Max. W Max t" Max. W Max. 2" Max W Max. 2" Max. W, mox 'L' ALL PRESSURES COVERED -55.7 42' 96' 42' 96' 16 112' 64' 36' 84' 1N SCHEDULE f T &I{ 1A 9'O.C. TOP do 7"P.C. BOTTOM -65.0 42' 96' 42' 96" 36 1/2' 84' JI. 84. *** SEE SHEETS 7&8 FOR ANCHOR SPACING FOR INSTN-LA770AFS IN70 WOOD J6 112' 62" FPAME BUILDNNGS -75.0 42' 96' 42' 96' 36 1/2' 83' 27' 83' -83.0 42' 96' 42' 96' NIA N/A NIA NIA -100.0 42' 96- 6336' 73 NIA NIA NIA N/A FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone FOR ELCD PANE mms J) 1/4'o W/1 7/8'PENETRATKTN)USED AT SILL&SIDE BRACKETS FOR INSTALLATIONS INTO WDOD. £g yy,NEDULES COM8ht1RON DRAwmal f 1 d f IA FOR SHUTTER SIZE. ��5� A rT��I#"' �� A55 ASM �BERRit IAL SHURER SNEElsN10 7HRlJ 3SUOr SJ 9 OF�) X'* /N ANY CASE:MAXIMUM'W'& 'L"VALUES W/CORRESPONDING A.SD. DESIGN PRESSURE RATING SMALL NOT EXCEED�• 1'I STN/N � ozors Txttroa,x+r" ASSA/EXIRUDED BERTHA a4IL MA SNU'ITER mm eY ON SCHEDULES f t& IA. •!, �J . -"�" AMERICAN SHUT ER SYSTEMS ASSOC., INC. w/IJ/rs No.44167 11L E C a iNG. otrE TAUT TESTM 4 ENGINEERING COMPANY p 426 IT TOL TL,,3,LRNF 15-067 D:(aW)r',u-rmr,FAX(sar)ws-aM is litwoaaa— .m d.,�. r,s our awwmc nb -��✓A(jQ�,'_--•",.�� WAtoo A MIT J1.1 PZrta ft-ts N.N.s _ 9tfZT 9 OF SF rrlrrrr.'70 N A1.tiI-'