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HomeMy WebLinkAboutAPPROVED Shutter PA Florida Building Code Qnllne t� Bcls Home I Log in I user Registration I Hot TOPICS I Submit Surcharge 1 5tat5&Facts I PUbilcations I Contact Us I 6CIS 5 rnl, t, Product Approval ��• �i: USER; Public User Product ARpjaval Menu >Product or Aonlicatlnn Search > A2 1 to i A iication Detai! FL # FL1850-R11 Application Type Revision Code Version 2017 ,• Application Status Approved Comments A Archived Product Manufacturer American Shutter Systems Association, Inc, Address/Phone/Emaii 4268 Westroads Drive ' West Palm Beach, FL 33407 (5E1) 209-8263 n, bfeeley@easternmetal.com is Authorized Signature Bill Feeley irodrlguez@eastern metal,com Technical Representative Ii� Address/Phone./Email Quality Assurance Representative Address/Phone/Small M Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect c Professional Engineer Evaluation Report- Hardcopy Received !. Florida Engineer or Architect Name who developed the Waiter A. Tiilit, Jr,, RE, Evaluation Report ti Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12 Validated By ohn Henry Kampmann Jr, Validation Checklist - Hardcopy Received , Certificate of independence FL1850 R11 CQj AMERICAN $HUTTER SYSTEMS, INC CERTIETCA7F nP F LC PDF Referenced Standard and Year (of Standard) Standard ASTM E1880 ASTM E1996 ASTM E330 TAS 201, 202, 203 https;//floridabuliding,org/pr/pr_app_dti,aspx?perem=wGEVXQwtDgs9%2f%2ftCQhpJQoelShOCDrfdosZb2inLQgznMcxp%2b7HAWw%3d%3d 113 urrLU•LU Florida Building Gode Online u Equivalence of Product Standards Certified By h{ i Sections from the Code n Dtio ` Product Approval Method Method i Op • Date Submitted 1OJ0312017 _ Date Validated 10/13/2017 Date Pending FBC Approval 10j17/2017 = Date Approved 12/12/2017 e'e., i�3.;- .tu:r. y:': 'tea:• ,'�i:i� . . .,.. ._ .. .. . , L7L�'L7St'�ir•. y+�y IN. ..}1'1 .:J�7;?..... ;:✓"l:' ,. ... ,.•: �i �.- FL_#- -- Model,Number or N•am,e Description...,--.. -• .- _ _ _ _ _ ._.._... _ .,,.,., 1850', -��^ m Bertha HV Accordion -Blade 3 (HVHZ) Extruded aluminum blades folded together Drawing# 17-103 retained by tracks to provide hurricane pros Umi 11 ts of Use Installation Instructions Approved for use in HVHZ; Yes .E Fo R1 111 TT AM-ER�CAN SH✓1TCFR SYS' f 1 BERTHA HV ACCORQtO Approved for use-outside HVHZ: Yes Impact Resistant; Yes Verified BY; American Test Lab of South Fit Design Pressure; N/A Created by Independent Third Party: Yes Other; a Lar Missile Level "D". Max span Is 12'-7" for 35 psf Lvatuation Reports ' g � avert e�1 ❑C ❑MFRYr'AN SHUTTER 5YG positive ASD load and 13'-0" for 35 psf negative ASD load for one t 7 t 03 AROL1 /A t1A7It3 S nnta�tr�lC; specific condition shown In span tables, See additional loads and � -� spans on engineered drawings. Created by Independent Third Party_Yes Bertha HV Accordion Shutter (Combo) Extruded aluminum Interlocking blades rete HVHZ- Drawing#17.102 and bottom) for storm protection F limits of Use "�._ w. Installation Instructions Approved for use In HVHZ; Yes F�sa -�f i II A EI _+�I�AN SKUTTER Sws Approved for use outside HVHZ; Yes 17 JQ2 BERTHA HV Ps�`YO#ID CSN SHL�Txi±>x Impact Resistant; Yes Verified by; American Test Lab of South Fl+ nesig!n Pressure: N/A Created by Independent Third Party; Yes Other; Large Mlsslle Level "D", Max, span is IT-2" for 30 psf Evaluation Reports positive ASD Load w/o window blade, 16'-0" for 30 psf negative FL $ 0 LA Ag A.F BAN 5kj TT R 5Y� ASD load for HVI blade w/o window blade for conditions Indicated ,,,, INS 11-IOZ ER6QU.CIEVAt.l1ATIc�11[ on schedule #1, sheet 12, And 1Z'-3" for 30 psf positive ASD load Created by Indepen dent Third Party; Yes w/o window blade and 15'-5 for 30 psf negative ASD load for HVZ blade w/o wl'ndow blade, See sheets number 12, 25, 28 and 28A of lnsta.l•latlon drawings for other spans and pressures, 1850.3 N�Bertha HV Accordion Shutter- Blade 1 xtruded aluminum Interlocking blades reta 0 V Z - Drw # and bottom) for storm protection Limits of Use Installation Instructions ^ Approved for use in HVHZ;Yes F,151) R11 11 AM RI N abL SYS" Approved for use outside HVHZ: Yes pJ &nJ NG 17.12i SE2jHAHVACCQRWQ Impact Resistant: Yes Verified 5y; American Test Lab of South FI( Design Pressure; N/A Created by Independent Third Party; Yes Other: Large missile level"Q". Max, span is 16'-0" and 14'-9"for Evaluation Reports 30 psf ASD negative load depending on centermates and locking FL_185p all A,E AME&L QN SNIITTEis 5Ys ' rod configuration for the HVI blade, 8'-0" for+64, -72 psf load for QRAWING 17-122 PRODUCT 9V6L_UAnQN 4 HV blade for Keystone mountings 7'-0"for +75, -75 psf for metals Created by Independent Third Party; Yes stud mountings and W-p"for 110 psf, for HVI and HVIA working In unison. See sheets 7, 11, 20 and 14 respectively of Installation drawings for other spans and pressures, r 1L https:/Ifloridebuilding,org/pr/pr app dti.espx?peram=wGEVXQMDgs9%2F%2ftCOhpJQoelShOCOrfdDsZb2in>QgznMo-Ap%2b7HAWw%3d%3d 213 7XI IE g ;� A e � C .yxy1 x 11Q8.1 [5p y [aca�p yy m c grn 15 F a o � � . a E x �� m 6� my � ��A f C IJ.�.0 mCa V T N a U N T � W P CICA� CD ALai.rl ! � a a 00 Q #`� •y � _N yid � ot z A L2 f tlL1�M1}_ m s $ (,a) �e e - I a NN .-. �.} rL g a G r., iizs �r n D � 0 � C (25 240.0• L• 1„y -L•4P 2: m .4tl5' 4 7.079- IM 5 '� A � .....•��J��� �1 � R.vaa' .Jss• , yoor Scr RS� ❑ _._ k � rr Q SA£{] � C . Tic/ n aN a• y S�� �M1� IT �{��J���^� $ ����M1 P O�C•' it F� .y Ir Al 11 � ,37ySY3 •._• � C7 PAC' A>!Y 7� {y 3 r- 77y E a $ ■ kA ' 71as�p,•t 7 q �7�o '� � ® .lie• �g oh pff m [r ®Ws z H z �� m .. � SS y 2 C W U x � Sx � 29 C O 2 r+ A C m q o (A r, 9CPgahTi�} . A i'+ fip0�+ TAACK � � ��• 256'AfA • n� YdN 91, IL 0H rri ig I HIT P Y • Y a .. 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