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HomeMy WebLinkAboutProduct Approval 712RI2015 Florida Building Code Online -— --- -- - - - - sir f � Ronda D a ! not BQS Home ' Log In � User Registration � HotToplcs � Submit Surcharge ' Stats&Facts � Publications FBC Staff � BfZS Site Map Links Search Busihes Q, Product Profess =al allSER:PublicUUs�erOVHI regulation • o Product Aooroval Menu>Product or Aoeliatlon Search>Aoolication List>Application Detail IIIFL# FL1850-R10 u ffppJJ Application Type Revision Code Version 2014 Application Status Approved Comments :! i Archived Product Manufacturer American Shutter Systems Associatio'n;�IlInc. I Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263ol bfeeley@easternmetal.com I Authorized Signature BIII Feeley Irodriguez@easternmetal-Corn I Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Managemert-Institute i Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI HVHZ odf Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D tHnc•lhAn�nu Anri rlah„ilrlinn nrr.l..rb.r .,..r. .NI........7....-..__...r`r-,nir...�,.__nni.+,.,,..+ni..•._.. ..� ...,.....- ...-_-. _.- , 2912015 Florida Building Code Online Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summa rV of Products FL# Model,Number or Name _Description 1850.1 Bertha HV Accordion ion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing# 15-081 retained by tracks to provide hurricane protection. Limits of Use A01 Installation Instructions Approved for use in HVHZ:Yes FL1850 Rid 11 A.S.S.A. INC. drawing DRWG.15-081,pd Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large Missile Level "D". Max span is 12'-7"for 35 psf FL1850 R10 AE A.S.S.A.INC. P.E.R DRWG.15-081.r)d positive ASD load and 13'-0"for'35 psf negative ASD load for Created by Independent Third Party: Yes one specific condition shown in span tables. See additional loads and spans on engineered drawings, 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks I(Combo) HVHZ-Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved"for use in HVHZ:Yes FL1850 R10 II A,S.S.A..INC. DRWG.15-079.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant.Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.- Large Missile Level'D". Max.span is 13'-2"for 30 FL1850 R10 AE A.S.S.A. INC. P.E.R. DRWG,15-079,pdf psf positive'ASD load w/o window blade, 16'-0"for 30 psf Created by Independent Third Party: Yes negative ASD load for HVI-.'.blade w/o window blade for conditions indicated on�schedule#1,sheet 12.And 15-5"for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. a ha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks rt 1 ly (HVHZ) Z) rg# Drwg# 15-080 (top and bottom)for storm protection Bertha (HVHZ) D Bertha H Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLI850 R10 II A.S.S.A, INC. Drawing MW13.15-080.Qd Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large missile level'D". Max.span is 16'-0"and FL1850 R10 AE A.S.S.A.INC. P.E.R DRWG.15 080.odf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party: Yes centermates and locking rod configuration for the HV1 blade, 8'-0"for+64, -72 psf load for HV blade for Keystone mountings T-0"for+75,-75 psf for metals stud mountings and W-0"for 110 psf. for HV1 and HV1A working In unison. See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. Contact Us::1940 North Monroe Street.Tallahassee FL 323919 Phone*850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement*..Accessibility statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.if you have any questions,please contact B50.07.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts, 91 P0 0 N - NU EC ' TQ�dIT �C���11�Gc � ��c�.��9C��G�a�i�� ��Gu�plaG�d►�? .. WALTER A.TILLFT,JR.,F.E. tilteco@aol.com PL P.E.License No.44167 PLER License No.0006719 PRODUCT VALUATION REPORT REPORT NO.: 15-041502 DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUBCATEGORY: Accordions PRODUCT NAME: ' Bertha H.V. Accordion Shutter System HV Blade 1 Wl or HV Window Blade SUBMITTED BY: American Shutter Systems.Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVAL UA N: This is a Product Evaluation Report issued by Walter A. Tillpt, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc.(A;S.S.A.), based on Rule Chapter No. 6'IG20-3, Method 1O of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described' herein, and Chas been verified for compliance in accordance with the 2014 fifth edition,of the`Florida Building Code, and to verify that the product is for the purpose intended at:least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBM I TED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 15-080,titled "BERTHA H.V. ACCORDION SHUTTER SYSTEM-:,HV Blade #1 W1 or W/O HV Window Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 411,5 G �aI< awing is an integral part of this Evaluation Report. say#e ,�6T$ .it�Qmm 6355 N.W. 36th Street, Suite 305,I!/liami, Florida 33166-Phone---(30 S LS° fax: (305) 871-1531 ]E'RODUCT DEVALUATION REPO RT i O..1.5-0415.02 Z 2-.2. TEST REPORTS: For HV Rude I Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 .and 203, as per section 1609.1,2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed• and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11116/05, signed and sealed by William R. Mehner, P.E.# 1214.01=05 dated 12/20105, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with RTL Report # 0317.02-06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11 CM-223, dated 03104/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 14FM-718, dated June 22, 2010, and Report # I ICM-233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E, as per ASTM E-8• Additionally, Report No. 0210.91-11, dated 02/1112011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For Hl/Minnow Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1.996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1710.5.3 Test reports prepared by American Testing Lab of South Florida, report# 0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12/14107, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12114107, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report#8GM-693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8. Qualification for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17108, addressed to Eastern Metal Supply Inc, to approved #9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) Qo .6...toy 4 - 9° AT TTATr 3 PRODUCT 9VALUATIC REPORT NO.15-0415.02 2.3. STRUCTURAL ENGINEERIM.G CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter spah based and in accordance with section 1616,' e Floridaof th on rational and comparative analysis, Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May'23, 20,'08, July 1, 2011, Obtober 27, 2010 April 2-7, 2011 and August 8, 2011 signed and sealed by Welter A.Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE- Large missile impact under-section 1609.1.2 of The Florida Building Code, as per ASTM E 1886 and ASTM *E 1996, as well as Protocol TAS,201 ( for Blade I and HV blade I qualified thru HV3 Blade, Weaker Blade For Keystone Mountlng)And per,ASTM E 1886 and E 1996 (for Blade IA). 4. WND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade I shall be as indicated on sheet 11 of, 20 of product Evaluation Document (P.5-:.D.), Drawing Mo. 15-080 at detail '"M" on SheP' t 7 (for T Keyitone Mounting 'V'), 20 (for metals studs) and 12,13,14,15 of 120 of Product Evaluation Document(P.E.D,) , Drawing No. 15-080. Maximum shutter Span and anchor spacing for Window Blade I A shall be as indicated on sheet 19 of'Orawln g No. 115-080. .5. INSTALLATION: For HV Blade I Shall be perf6rmed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and'20 of;20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. Minimum,. separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. Requirements for use of locks and/or lob I king rods shall be as indicated on Notes Sof 20 and note 10 on sheet I of' 20 of Product Evaluation Document(P.E.D.),drawing No.15-080. The HV Blade Working in unison with Hv Blade 1A, shall be perf6rmed strictly in accordance with limitations included on sheet 19 of drawing No't I5-080. Minimum separation to glass shall be as -indicated on sheet 190f drawing Mo. 1154080 i , 6. MATERIAL C.HARACTEMSMS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets I through 4 of 20 of Product Evaluation Document!,(P.Eb.), driaWing No. 15-080. Anchor specifications for HV Blade I shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P,E.D�,",bjFwQl ,g N�o. 15-060 t. A 4 PRODI T EVALUATION REPORT NO.n5-0415.02 4 7. LINTATI IOMS AND COMM UOMS OF USE. 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 1.0, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 15=000 prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product Mgy be installed within HIGH VELOCITY 'HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV1 USED in unison with blade HV1A shall be as per sheet 19.of 20 of drawing No. 115-080. Product Evaluation Report prepared -by Walter A: Tillit3 Jr., P.E. (Florida License No. 44157), President of Tiilteco, Inc. (Florida EB=0006' 19), C. C-4 ��; �J f rtr a.,.fsf of T FaR ritNDar/BUDE® . VARIES 1.487" ,y �s 1.915' 4.454• .09 N e 4.371' Sgq. 4.385" hcj6� 4.85 h.999" , COIOV �HV UNIVERSAL FLOATER -375" `\�� 05 piV 90° 180°"STARTER U NDER US PATENT# 5458179 __ L -_QUALIF.IED_FOR-USE W/ QUAUFIEP FOR USE W/ HV BLADE 1Q _O: �/- -- IIV BLADE D 1A HV WINDOW SLADES 6005-T5 ALLOY AND TEMPER UALIFIED'F.OR-U E W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS USE OF BLADE ®ON SHEEP 19 6063-T6 BLADE 1 ALLOY A D TLMPER 37 ' a - 6063-7-T 6 ALLOY AND TEMPER 3.226"' .500' OB5" a 70' ,yA' 2.570' 3.555" (NP•) .994" 67 1.000" n 670" 2.226" 072 642' N c 4.597" O r Ro s. .815' .092" n 4.436' 0.072" 0.07" O HV'-AD L--ADAiPTER W LIP _ .920 1.375- 3.226' L-`�,-QUALIFIED FOR USE W/ HV 8, -0VE_ C_ _ BLADE'10 - -- "-QUALIFIED FOR USE-W HV 9 HV TRENCH �RACK- ss" OHV • FL:OOR TRAiCK 6063-T6 ALLOY AND TEMPER /- - 3-750" BLADE 1 QU,gLIFlED FOR USE W/-HV QUALIFIED-FOR-USE-W/JHV 6063-T6 ALLOY I TEMPER BLADE(D ONLY. ® HV RAINGUARO 13LADEQI 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U�E W/ HV 6063-T6 ALLOY AAND TEMPER " VARIES m .g3fi' �! 1" 1'815" R VARIES 1.936" 6063-TG ALLOBLADYEA 1D TEMPER ax. � 1917". o 083' 063' .063' m .083" .093" .093"' H .100 .125' N :t .060' .060- " .060" c n fi70 •� N .093" .093'. n 060" a WO �• yr hIy. 670 1.686" h•214 V 670 3.5 0' 3.5 _ 3.529" 70 11`FIV-CEILING HEADER ® , D S _ � 13 'HD CEILING HEADERS ILL 3 +2�� QUALIFIED FOR USE VY/ HV 1 ONLY, Q FOR USE D HV BLADE 1QONLY (� 6063-T6 ALLDY AND TEMPER QUALIFIED FOR USE W/ FIV BLADE 1Q 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY` SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND-TEMPER 6063-T6 AHOY AND TEMPER . BLADE10 ONLY. 6053-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 MN.XMN.YMNt X Y t 1" 1' 0.062" 2' 2" 0.125" 17 2" 5'MAK 1/e" 1/8" 3" 3 0.090" 15 2" 5"MAX. 0.192" 0.192" 1� SIDE ANGLES - QUALIFIED FOR USE W/ HV ALUMINUM ANG ES ,s 2.5" 7"W. 0.190" D.1s0' (ZC CORNER POSTS BLADE1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T5 ALLOY AND TEMPER BLADE01 ONLY, ® 2' 5'MAX. 0.139" 0.131" BLADE 10 6063-T6 ALLOY AND TEMPE�i 6063-TG ALLOY AND TEMPER FLORIDA ULD G C Hi h Velocity Hurricane done pOp9_ ©2015 EAS(ERN METAL SUPPLY, INC. JGEI�;�� G11�ITM a� hutterSystemstemAcco�db®� S HV. BDE#1 W/OR W/d H.V.WIDOW BLADE American Shutter Systems REY.Na DESCRIPDION DATE DRAWN Ery: KL TILLIT.TESTING ¢c ENGINEERING COMPANY 6355 N.W.36th.St,SU.30.9,VIRGIMA CMDET75,ROWDA]]78 Association, Inc. 1 ODD 11-193 4/10115 DATE: 04/10/15 - Phone (305)871-1530'.Fax:(305)571-1531 4268 West Roads Drive 2 ^(txs .n...;:{•'- \`c -01.Ute..0.0-M West Palm Beach, FL 33407 3 DRAWING No tyF}L`` WALTER ES-00057 O.1Jr.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 P-E.-S k/SIGNATURE/DATE FLORIDA U.-#44167 6 SHEET H of 20 $HUTTER ASSEMBLY* SCHEDULE FOR HV 1 HV 3/6"v @ HV BLADE 1 41 40 3 12 TO I BLADE T P N. OE 1A 1875` 625' t� HV BLADE 1A FN WINDOW BLADE .06 , . SECIIOtI x-x •0825" .0625" 1( HV-LONG RECESSED NYLON BUSHING o� BLADE'S -0 OPENIN .1875' Y n KNUCKLE .0625 HV SHORT RECESSED NYLON BUSHING 39 44a r 3 DTP) 0,0625' 40 HV NYLON HAT WASHER @ OR ® l d y r �T PORTION Ex1wDR Ri tD 3750" 41 HV WHEEL CARRIAGE AISI 302-303 SERIES I I I 4 40 0.870"x3/16" THICK NYLON WHEEL. 3 I i i @ •LL a 4`✓ /fez 7sD" X 1� 2 7/B"MIN. KV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVET'S I 1 m� 315"a CLEAR tl3.00 SEPARATION 4 HV 1 3 4"ACCORDION PIN W 8 HEAD BETWEEN EN .0625"- 3.7500" © / / EXTERIOR 5 3/4„ 06zs `o OPENINGS ON Gi S w�F-rnoH Y-v @3 W 2 3/4" ACCORDION PI.N W/ #8 HEAD / �I_ —y1' '� .7800" 41 47�"p� I 2 1/4 PCLEAR" d�RIOR ANATON ® POLY.cARBONATE IMPACT RESISTANT HV WINDOW I - L BMEEEEN I' I o T 5 TYPICAL HV WINDOW BLADE (B AND 39 3EPOLYCARBONATE HV WINDOW DETAIL v " ® @OR ® (( ®'or @3 N.T.S. REOUIREMEN75g L I@ OR ® i *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE " J I 12"MIN.CLEAUXE RESINS, UV—STABILIZED GRADE OR SABIC HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR MilMg TO BLADE B TT M INNOVATIVE PLASTIC LEXAN 103 RESIN HV n FIV 1O OR ® (SEE NOTE "F" ON SHEET 19). (1) HV PIN @ SHALL ALWAYS BE U$ED AT ALL EXTERIORNa 3 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ IiV 10 OR ® .. POLYCARBONATE sDURc�s FOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY E)CTERIOR APPPaNR.E RE LT 2 HV PIN @ MAY BE USED IN LIEU OF @ AND ONLY AT N.T.S. HV PIN 42 OR 43 AT TPIGLL PRaPER Es B1AyDam ( ) ALAE EXT Rion PEFERELICE .",,..moi EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D IND 3za' BLADE'S KNUCKLE. PILIN 'mom (SEE NOTE* FOR SPECIFIC GRAVITY ASTM D79Z GO43 b,1.' ..13 Ib/l. BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. D4 " ® 3 REQUIREMENTS) TVP. 7EN$ILE YIFI.O ARE,-= AM 00.19 %,tao'-L P,500 YL (3) HV PIN © OR ® W/ 1/2" O.D- 1/16" THICK S.S. WASHER 0 FLEXURAL STR&GIR AT YIELD ASI11 W90 12.•06 P.vJ. 13.400 P.1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8> 9 5 uoDULus ASTM D700 340,000 P.di 34s,000 Pal. SHED O - NDICHED RDD Anna 1131 11 FT-Ib/In 17 FT-Ibrn _FF 9IIFMND -MAX WHEEL CARRIAGE DETAIL SMOKE a.. ASTM D2DU 472 R 04.5 x MAX A,SEMBLY LAYOUT RATE OF BURNING A51M D'M5- 0-1 CLASS o-1 CLASSN.TS- N. S`- SELF IGNM N ASTM DI929 1041'F PGO•F 1I ATHF=Mf:; ASR-G1S5 p� �y�/��� I�J�`' WINDOW `�}, L'T� /L '�• �` TENSILE STRENGMµTEL WEATHERING ASM W9 1302 P...4 1140 pal n IAV BLADE SOLID OL dMY H VVINDOVV QLADE DETAILS TENSILE STRESS BEFORE WFAIHERNO AAM 031 1451 P.M. 1GEle pi. N.T.S. _ Fpe�Aci�ifir. FLORIDA.BUILDING Ri h Velocity Hurricane Zone .`;•. 20155EASTERN mErAALLSUPPLY. INC. LNEEL & WVTM Li= C C @ o �'�• o o t „ , <,o Accordion Shutter System H.V. BLADE#1 W/OR W/O.KV.WINDOW BLADE American Shuffer S sfoms g � F,(/� p� •TIWT TESTING & ENGINEERING COMPANY Y R6Y-Na DESCRIPTION DATE DRAWN B(: M.L OCP35S N.W.36N.SL,St..305,VIRGINIA GARDENS,FLORIDA 3316 Assogla$lon, Inc. 1 OLD 11-193 4/10/7 DATE: 04/10/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roods Drive 2 __ss%....... 4a'O WAL17R A000671Jr.eP.E Phone: (800)432mi West -2204 chFax: (561)209-8380 4, FL 33407 DRAWING NE NAL E 15—OBD P.E SEALJSIONMTUR��ITE FLORIDA L a d 44167 i`j: s5 a SHEET B 4 OF 20' POURED'CONCRETE POURED �p�q�� OR REQUIRED BLOCK 1J4•N_20x3/4'S.S. CONCRETE CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS REQUIRED (SEE SCHEDULES ON V!f 1/4'-20 REQUIRED CONCRETE ANCHORS SEE SCHEDULE ON SHEET 13} SHEETS 13&14A) II NLRB m 12'O.C. (SEE 5CREDULE ON SHEET 13) 1" 1" 2 OR(q Min, 1 f4"0-20z3f4"S.S. I I Min. __ 17 OR 123 EQ EQ' MACHINE SCREWS EQ EQ-- USING 1/4"-20 NUTS 1$ ® 12"O.C. 11 I-0.* .250'Max. - H '(3 DR. 5 _ @3 OR 15 4 N 11, 1 0 .25Q Max. 0.' 1 ` 1 Max. DY 1. I , OPTIONAL 1 �i i I� � OPTIONAL t MIN. 1 SEPARATION i I i i TO CLASS(SEE I I I ' i I MIN. SEPARATION I 1 TO CLASS �{11 FOft BI.PO(i)N�•W --(I)OR 1@* i i i aSTINGSHEET 11)`-- -(SEE SCHEDULE ON IXISnNG I ON SHEET 19�'OR i 1 1 I MIN.SEPARATION i i i s 1 GLASS 1 eADF50&0 1 TO CLASS I CLASS-1 i I I ir"—(SEE SCHEDULE ON EXISTING 1 SHEET 11) _ GLAss—I I I @C HV WALL HEADF,.,R INSTALLATION A HV WALL HEADER INSI L.�, ION --_v __.�._ _ © HV WALL HEADER INSTALLATION EXISTING Ii LAS I GLASS--f—I i i i MIN-SEPARATION MIN.SEPARATION O I ,1, I I 1 EXISTING t TO GLASS ro aass(SEE I I t pR 1 I S SCHEDULE ON SHEET I, I _ I GLASS {SEE SCHEDULE O 11 FOR BLADE(1')AND MINTO CLASS i III ' SHEET 11) Ii II I SI BNLADES©k I i i i (SEE SHEET 1�O .r ^OPTIONAL iHill i I t t 1 qf II III i I i i E. * Maxx ��� iIIII 1 OPTIONAL +I i it I 1/4"Max. H r � 1� 13 OR 15 E D.* VIV i1 r 13 OR 15 EQ Q N Min. 1/4"0-20x314'S.S. Q PHtLUPS TRUSS HEAD 1/4"d-20x3/4°S.S.PHILLIPS 17 OR 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS H MACHINE SCREWS ONCRETE ANCHORS 1" T/4'-20 NUTS B 12 O.C. (SEE SCHEDULES ON W/Sf4'-20 NUTS 0 12'D.C. (SEE SCHEDULES ON Min. POURED CONCRETE SHEETS 13&14A) POURED CONCRETE _ --- __SHEETS 13& 14A) OR CONCRETE BLOCK OR CONCRETE BLOCK "� - CONCRETE ANCHORS REQUIRED WALL REQURED q, �` -_-r„yii_i_ IAtSTAI `TTT1AAi=,, (SEE SCHEDULES ON HV WALL SILL INSTALLATIOM d .ILS Ilv ivly POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK' ' WALL REQUIRED O HV WALL SILL INSTALLATION ION - /� (��p NOTE FOR COMBINATION-OF SECRONS: --' I j p�b STIP LLAT I O 1 V' DETAILS W l 1-SEE SHEEP 4 FOR TYPICAL SNUTTER z`F.D.=EDGE DISTANCE . 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(561WALTER A.71LUT Jr.P.E. )209-838 ,. FLORIDA U.. 44167 MAXIMUM ANCHOR' SPACING (tn.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A.S.D. DES AD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTAUATIONS (SFE MOUNTINhS I,J.K Ji L ON SHEET 7) ' s' POURED CONCRETE _ ANCHORS SPACING LEGEND 1. WALK-OVER•&'17 IFiEN J RAINGUARD MOUNTING K 0 WALL O FLOR MOUNTING C L WAL At1C'OYETi=MOUNTING=> / r - spAx TAPGON WITH ADVANCED (ft) ASD.OESIGN NEGATIVE LOAD(st7 AS.O.OESIGN NEGATIVE LOAD(pef) A.S.D.DESIGN NEGATIVE LOAD(psf) AS.D.DESIGN NEGATIVE LOAD(psf) THREADFORM TECHNOLOGY 30 40160 751 90 1120110 205 30 40 60 175 90 1 120 160 205 30 1440 BD 175 SO 120 160 205 30 4a fi0 75 90 120 100 205 ALL POINTS SOLID-SET 14 12 10 9 B e 6 6 12 12 12 12 12 J.5 0.5 8,5 7 7 7 7 7 7 7 ,5 5 6 5 3 5 5 e 6 74, 1Z 70 9 B 1 8 6 6 12 12 12 12 12 12 95 7 7 7 7 1 7 7 7 7 7 b 5 5 5 5 5 6 8 BLUE TAP R LF55 1{ 12 10 B D 0 6 6 12 12 12 12 OS 0 0 4.5 7 7 7 7 7 7 7 e.5 5 6 5 5 5 8 5 6 TAPPER+ 14 12 10 B 0 e 6 6 72 12 12 12 12 10 7.5 B 7 7 7 7 7 7 7 7 5 3 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 11.5 B.S.6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4'-0" 74 12 10 B B 8 8 6 12 12 12 12 12 B,5 7 5.5 7 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 14 12 10 9 B B 6 0 12 72 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 L4 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5S 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 8 12 12 12 11 n 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 S 5 6 4 3 14 iZ 10 9 8 e e 0 12 12 12 12 10 •7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 q 5 14 12 10 9 B 0 0 6 12 12 9.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 3S 5 S 5 S 5 5 5 4 14 11 1a 9 8 8 6 6 12 12 12 9.5 9 6 4.5 - 7 7 7 7 7 7 55 4 B 5 5 6 5 5 5 4 rF SEE ANCHOR 14 12 10 B 8 8 6 6 12 12 1.5 9 7.6 5S 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6'-0° 14 12 10 B 8 B e fi 12 12 72 10 '8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5, 5 5 5 5 5 s ON SHEET 13 74 12 10 B 8 •8 6 8 12 12 0 6 5 4 3 7 7 7 7 7 5.5 4 6 5 5 5 5 5 4 3 14 12 10 8 8 B B B 12 72 10 8 6.6 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 14 12 10 8 B B 0 B 12 12 10 8 8.5 5 3.5 - 7 7 7 6.5 SS 4 5 5 5 5 5 4, 3 7'-0" 14 72 10 9 8 8 6 6 12 12 12 8.5 7 5 4 3; 7 7 7 7 7 7 7 fi 5 S 5 5 5 5 5 5 f4 12 10 9 0 8 6 8 12 10 0.5 6 4.5 3 7 7 7 7 6.q 5 3 5 5 9 5 5 5 3.5 3 1i 12 10 9 8 8 B 6 12 12 8.5 7 5.5 4 - 7 7 7 7 7 5 5 5 5 5 5 5 4 0 VALID ONLY FOR UP TO +70, -75 u 12 10 9 e 8 fi - 12 12 8.5 7 5.5 4 3 7 7 7 55,4.5 3 5• 5 s 5 4.5 3.5 - PSF A.S.D. DESIGN PRESSURE 14 12 TO 9 8 8 B - 12 12 05 75 6 4.5 35 - 7 7 7 7 7 7 7 4 5 5 5 5 5 .5 5 5 RATING & FOR SPANS PER 14 12 10 B 8 8 :B - 12 9 8 45 4 3 - 7 7 7 7 55 4 - - 5 5 5 5- 5 4 3 - SCHEDULE J14, SHEET 11 14 12 1 o 9 0 B 6 - 12 11 75 6 5 .75 - 7 7 7 7.5 6 4.5 - 5 b 5 5 5 4.5 - 14 12 10 9 8 B - 12 115 7.5 0 5 3.5 - 7 7 6.5 5 4 5 5 3 5 4 3 14 12 10 9 8 8 - - 12 12 95 65 55 4 3 - 7 7 7 7 7 7 B 3 5 5 3 5 5 5 5 5 14 12 10 9 e 8 0.5 8 5 4 35 - 7 7 7 6 5 3S - 5 5 5 5 5 4 3 14 12 10 9 8 8 12 10 6.5 5 4.5 - 7 7 7 6.5 5.5 - 5 5• 5 5 S 4 14 12 10 9 B B - 12. 0.5 7 55 4.5 3.5 - 7 7 5S 4.5 3.5 - 5 5 5 4.5 35 10-0"14, 1'{ 10 9 8 B. - - 12 11 8S'6 5 3.5 - - 7 7 7 7- 7 7 4.5 - 5 6 3 5 5 3 6 45 .•14 12 10 9 e 8 - 9.5 7 45 3.5 3 7 7 7 5.5 45 - 5 b 5 5 45 3S 14 12 10 9 8 8 12 9 8 5 4 .7 7 7 6 S 5 5 5 4.5, 5 14 72 10 9 4 e, - 12 95 6 5 4 3 7 7 5 4 3 5 3 3 4 35 14 12 10 9 8 B - - 12 10 7 5.5 45 3.5 - - 7 7 7 7 7 7 3S - 5 5 3 S' 5 5 5 4 74 72 10 9 8 8 - - 11 BS 4 4 3 - - - 7 7 6 5 4 - - - 5 5 S 5 4 3 - - H Y BLADE O.. ^L 74 12 10 B 0 e - - 11 6 SS 4 - - - - 7 7 7 5.5 45 - - - 5 5 5 5 45 - - - HV\\\\\\Y Igyq ltl' 14 12 10 9 8 - I15 8.5 5.5 46 35 - 7 7 4,5 3.5 - 5 5 4.5 35 3 12'-0"14 12• 10 9 8 - - - 12 95 B5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5_ 5 5 45 35 14 12 10, 9 8 8 6 4 '7 7 7 5S 4.5 5 5 5 4.5 4 3 ti 12 10 a e •7 7 6 5 5 5 5 -L- 1 4 12 10 9 B a.6 B fi 4 3.5 - 7 6S 4.5 3.5 - 5 S 4.5 JS 3 13'-0"14 72 10 9 e - - - 11Z 8.6 8 4.5 3S 3 - - 7 7 7 7 7 4.5 - - 5 5 5 3 5 6 45 3.5 14 12 10 9 55 3.5 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 8 9 7 4-5 •75 - 7 7 5.5 A5 - 5 5 5 4.5 4 14 12 10 I 10 7.5 5 4 3 7 D 4 3 5 5 4 3 14,-0"14 12 10 9 - - - - 0.5 8 6.5 4 3.5 - - - 7 7 14 12to 9 - 8S 3 3 7 7, 5 3.5 'S 5 5 4 14 J.'+0 2 10 n - - - 8.5 6.5 4 7 7 5 4 5 5 4 14 12 10 - _ 9 7 A5 3.5 3 - - - 7 3.5 - - - - 5 5 3.3 14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 6 5 5 5 5 5 4 3 14 112 110 - 8 4S 3 7 7 45 3 5 5 4.5 3.5 - 14 112 110 - 8 0 4 7 7 5 5 5 5 4 14 12 10 - 8.5 6.5 4 3.5 - 7 5.5 3.5 - 5 5 3.5 16'-0 14 12 70 - - - - - 9.5 7 4S 3,5 3 - - - 7 7 7 7 0 3 - - 5 fi 5 5 6 4.5 3.5 - 14 12 10 - B Ts 3 7 H/ 5 5 4 3.5 - 14 12 110 - - - - - 7.6 55 3.75 - - - - - I .5 - - - 5 5 45 - - - - - FLORI0n5 9i h 'Velocity hurricane Zone ��, �_;1/� a ©201EASTERN /�METAL 7�1SUPPLY. INC. ll 1n1 fn1 2 0 �a .Accordion Shutters System .( H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE � ,C� V American S�'u ter Systems REY.N9 DESCRIPTION DATE omwN W. M.L.p^� ��K�\\� TILLIT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 4/10/15 DATE: 04/10/15 O F� 07• •• \ 8355 N.W.]6th.SL,St..]05,VIRGINIA WO-s.FLnR J316 Ph9n9:(305)871-1530.Fax:(305)871-1531 871-1531 4268 Wes{ Roads OFiva 2 ,o\\ �-Mali:tllt...O.i.-M West Palm Beach, FL 33407 3 qRAWING DNo 1' Ee-0006719 Phone: (600)432-2204. Fax: (561)209-6360 4 1 -Q8Q .1�- WALTER A.TILLIT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Lig.if 44167 5 SHLET 6 14 OF 20 0 1 � � :IIL• _�:l :�l •::... 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G=0.43 W MIN.!6=0.36 IuwMuu WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS S.O.WALL IvOUNTINCS B.O.WALL MOUNTINGS B.O.WALL MOUNnNGS W & X W & X W & X P & Q' S&V s &V 5 &V m nmi wzA Rm911E Raw(9,Lw.=I Nramc mszi IA1D is6.u=mmrt DESA Ra1O w un.DSRI I1xm,E p0im A@D H ASR o¢DI lawns Km=pmm C.4 1sn.Dun 1vxK R A Raw(g Asa Ds01 wAx m anE wr(A mD.mmi wzK PWRE crams(w)Am Dmf icm RmiE Ra010 R Lse Dml mat Rfs=mr(la) 30 40 1 60 75 90 O5 30 40 60 75 90.105 30 40 ED 75 9.0 OS 30 40 60 75,.90 05 30 40 6017,5 90 105 30 40 60175* .90 105 30 40 6017.5 90 05 30 40 60 75 90 05 30 40 60.75 90 05 30 40 60 75 90 105 -0"OR LE55 12 70 10 9 8 8 6 6 6 6 6; fi 12 10 10 9 '& 8 6 6 616 fi 6 12 10 10 9 B B 6 6 6 6, 6 6 fi 5 h 4 4 3 12 12 12 112112 12 12 12 12..12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 70 9 8 6 6 6 6 6 8 6 12 10 10 9 B 8 6 6 6 6 6 6_ 6 5 4 4 4 3 12 12 12 12 72 12 12 12 12,12 12 12 12 12 12 12 12 12 =0" 12 10 10 9 8 8 6 fi 6 6 6 S 12 10 70 9 B B 6 6 6 6 6 5 12 10 10 9 B7' 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12' 12 12 12 12 12.12 0.5 -0" 12 10 10 9, 6 6.6 6 6 6 6 5.5¢.5 12 10 10 9 e 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 8 5 4.5 6 5 4 4•3.5 - 12 12 12 72 12 12 12 12 1242 12 12 12 12 12 12 1.0 8.5 7'=0` 12 10 10 9 8.5 4 e 6 6 .5 4.5•"4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 70 7 3S - 6 6 6 5 4 3S 6 5 4 4' - 12 12 12 72 12 12 12 12 12:..12, 12 10. 12 72 72 I0.5 8.5 7.5 B'-0-- 12 10 10 7.5 4.5 3 6 6 6 5 4 35 12 10 10 6 3.5 - 6 6 5 S 35 3 12 10 10 4 - - 6 6 5 .5 3S 3 6 5 4 - - - 1 Z 12 12 12 12 12 12 12 12 1.�2 11 9.5 12 12 1.5'9' 7.5 5S 9'-0" 12 10 10 5 3.5 - 6 6 5.5 .5 3.53 12 10 9 4 6 6 4.5 4_ 3 3 12 10 4 3 - 6 6 4.5 4 3 3• fi 5 3.5- - 12 12 12 12 12 10 12 12 12 1'1, 9S 8.5 1712 10 8.6.5 5,5 10'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - - - fi 6 4 .5 3 - 6 5 - - - - 12 12 12 72 11.5 9.5 12 12 12 I.q, 8.5 7.5 12 12 9 7., 8 6 l i'-O' 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - -.12 12 12 12 10 8.5 12 12 12 �9.5 8 7 12 12 8 6.5 5.5 4.5 12'-O" 12 10 4.5 - - - 6 6 4 - - -112 12 1 b 3S- - - 6 5 3.5-, - - 12 10 - - 6 5 3.5- - 6 5 - - - 12 12 12 11.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7S 6 5 4 13'-0" 12 10 - 1 6 - - - 12 10 - - 6 4.5 - - - - 12 7.5 - - 6 4.5 - - - 6 A5 - - 12 12 12 1 8.5 7.5 12 12 10;5 6.5 5.5 12 OS 7 SIS 4.5 4 14,-0" 12 10 - - - 6 5.5 - - 1 Z 7 - .5 4.5 - - - - 12 7 - - .5 4.5 - - - 6 J 12 12 12 9.5 8 6 12 12 9.5;3.5 6 4.5 12 9.5 6.5 S 4 3 15'-0° iZ - - - - - 6 - - - - 12 - - - 6 - - - - - 12 12 11 9_17.5 5 72 12 8.5 7 6 h 12 9 fi 5: 4. - 16'-O" 12 - 6 - - - - 5 1.5- 5 6 - 1 Z 12 10_ 8.5 6.5 4 12 n IAV BLADE OR n HV :BLADE W/ .(A •HV WINDOW BLADE WORKING IN U•NISON� O SEE 161 ARONSE S OF UFOR B1AOE(9 ON SNEEr 19 +NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1_ANCHORS TO WALL FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SWILL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/0=0.55(N.D.S) -1/4"/TAPOON ANCHORS.AS MANUFACTURED BY f.T.W.BUILDEX W/MINIMUM EMBEDMENE AS INDICATED AT -DOUGLAS FlR'1Y/G-OSa(N.O.S.) • EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G=0.43(N.O.S_) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36 2.ANCHORS TO HALLOW COLING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF -MIN.1/2'COX PLYWOOD(1966 APA) LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDA11ONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. �A�iiorrrer�a� Ip1� Hi h 'Velocity Hurricane Zone qp0 � ,"'"'". 2015 EASTERN METAL SUPPLY, INC. IMIEN'TH& 1f11VTM P,`ce®xciiom Shutter System H.Y. OLADE#1 W/OR W/0 N.V.WINDOW BLADE � American Shutter Systems REV.Na 'DFscalPnau DATE' DRAWN sn M.L TE of TILLIT TESTING & ENGINEERING COMPANY Y '%�� 6357 N.W.301h.SC.5(e.005,VIRGINIA GARDENS,FLORIDA MIG Association, Inc. 7 OLD 11-i O3 4/10/1 LATE: 04/10/15 ' •• ��� Phana (30.5))371-1530.Fax:(305)871-1531 4268 West Roads Drive z DRAWING No lS/� " .1( a-moil:tilLacovaoi.cam Wesl Palm Beach, FL 33407 3 s �AL� jj11( WALTER A 0001Jr.P.E. Phone: (800)432-2204 . Fax. (561)209-8380 4 P.E.3EALfS�GFf{�1�E/DATE, FLORIDA U..U 44167 515H OF 20 INSTALLATION DETAILS ON EXI.STING WOOD BUILDINGS FOR (D HV & (R HVO BLADES (AS APPLICABLE MAX,*SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV 131-A-DE..n-I ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATIM SEE SHEET 19. FOR MAX SPAN & WALL FINISH A.S.01, bESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1)& A WORKING IN UNISON 114 TAPCON WHrH ED---T—f'MIN. APPLICABLE) ADVANCED .CED THREADFORM ED EDGE(IF 42 4NEI,(Min.}BN ExmnNG— TEE'&"OILOGY.W STRUCTURAL ADEQUACY PENETRATION l/lRl'RE: E'D M WOOD REQUIRED AREA To EXISTING WOOD 11 EXISTING WOOD HEADER. B.S. TF EXISTING WOOD BEAM BE TRUSSES OR (SEE SCHPULE ON SHEET"15) P/.+,lp-s7 SS HEAD REGIBUREERFEMEENUR OR RAFTER 0 24�* I M' E SCREWS ARCHITECT PRIOR TO D.C.REQUIRED ' 2. NUTS SHUTTER INSTALLATION. 19 rE�J�El FI-17 a/21', D.C. TAPCON OR 1 l/.4210ED THREAD OF EXISTING SOFFIT TECHNOLOGY W/ 1 1/2"Min. 3/4'Max.lHr- -.257- PFCEN 116OLOG iv Fn3T'OH OF THR.E.Ai,)EID")., EO ED-, No W Max. AREA TO EXISTING WOOD BEAN ED 7'x4"XI/8'CONT.ALUM.TUB (SEE SCHEDULE ON SHEET 15) 9.M //}}5063 Te ALLOY)W/ 511CO LAO SCREWS TO BACK lk\�GPHONAL D.C. 11 r @ or RAFTER OR TRUSS. LOCATE LAG SCREWS AT or 0)or 9 MIDMOTH F EXI STING WOOD �1�kINU MIK 2'X4:' MEMBER.(2-Mtn.NOMINAL WIDTH) EXISTIN HEADER REQ'D MIN.SEPARATION or HO AT EACH W/2"Min.PENETRATld�l OF GLASS TO CLASS STUD TO ACCEPT THREADED AREA.VALID FOR (SEE SCHEDULE ON SHEET 11) EXISTING 5 LAG SC INSTALLATIONS WITH 72 Pei CENTER OF TUBE, MAX.A.S.D.DESIGN LOAD AND GLASS AT I "-')"MAX.SPA" 1 WIN.SD*RM= INSIALIARN IS 6NILIVIVALI. -1 501EM ON -W -I =� FOR WOOD W1 MIN'.SPECIFIC @NV WALL HEADER INSTA"TION 11 FORMRADA EXISTING GRN113Y OF 0.50 AS DOUGLAS CLASS 11 FOR MADE ELADDI an VIEEI.112r FIR OR SOUTHERN PINE No.2, ! -ME A I gumd !---TOR w OR EQUAL. 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, OR 2 INOANY WAY TO 4S cAN 13E COMBIN JIT ANY INSTALLATION.ED T CEILING NSTALLATION @HV .CEILING INSTALLATION MN.�Aof 1 OR MIN.SEPARATION I To am(SM To GLASS N. SEPARATION (SEE SCHEDULE MI S09XU[.E ON 5�17 I MACE(XID TO GLASS EXISTING I'CN s. is ON SHEET 11) GLASS\�, IXISTING ALTFRN fill) 8 (SEE SCHEDULE ON SHEET 11) "1 1L , C!CHOR I "X6"MIN.WOOD cmAknm 2 W Z/8'MIN, HEX DECK REQUIRED -j WASHER Ox3ff (N.FINISH ALLOWED) B FINISH 19 /4 7 ASH HEAD TEK Max. Z'xB"MIN.WOOD �n SCREWS 0 12'a.- DECK REGUIRED EDGEOF DECK 0 IF APPLICABLE FINISHALLOWED --EC X S.S. EDGE 0 D "4*"F.H.TAPCON WITH 1"0 TAPCON PHILLIPS TRUSS HEA IF APP a ADVANCED THREACFORM ADVANPH D TECHNOLOGY W/I CED THRW"' I MACHINE SCREWS OF RlE/ EADI.R. Wo. 2� 2 MIN. A2 Min. TECHNOLOGY W1 1 1/2'Min. W/ 1/411-20 NUTS DECK IF PENETRATION OF 7H DEB PENETRATION OF THREADEDPPLICABLE AREA 0 MIDWIDTH OF WOOD S 4,PCATE CONT. AREA MIDWIDTH OF WOOD 0 12'O.C.04. t/4-0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATF- R PLATE.0 W/ 1 1/2"Min.PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE:ON SHEET 15) (SEE S LIM (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) BEE (rONS OF USE OF ON S OF nX HV WALK—OVER INSTALLATION (2)HY WALL .MU- INSTALLATION HV FLOOR INSTALLATION LAM:9.mN'HM 113 FLOEIDA BUIL CODE(High Velocity Hurricane Zan 0 2015 EAMM METAL SUPPLY,INC. ........... BERTHA NWT. r---a Z.A Accordion Shutter System KV. WINDOW BLADE MADE#1 W/OR W/O KY. Amer1con Shutter Systems REV.No DESCRIPTION DATE DRAWN Bf-. M.L. TILLIT TESTING & ENGINEERING COMPANY soclIallon �, Inc. I OLD 11-193 �1� DATE9�11OJ15 STME Of -1" 0355 NW-36th-St,St..305.VIRGINIA GARDENS.FLORIDA 3316 4268 West Roads Drive 2 Ph.n. (305)871-1.530.Fax:(30*71-11531 - 3 DRAWING No wT ........... West P-Inn Beach, FL 33407 6 20 ES-GODD719 Phone: (800)432-2204 Fox: (561)209-8380 —4 1.5-080 ta/0 WALTER A.TILLIT Jr.PZ 5 SHEET FLORIDA U., 44167 __Iy_2F ___j END INSTALLATIONSn HV &c 1-4 HVO BLADES INTO 2"x4" MIN WOOD STUDS. 2'x4'MIN. ., y yr WOOD MIN. STUDS. 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O SEE LIMITA110NS OF USE OF THREADED QrRAMON THREADED PENEMIDON $1Ox1/z"sJas. ax sTPArcmDN BLADE 1A DN SHEET 19 W.sFPAPAnON stuD9 I�q'D. INTO STUDS 0 ti'O.C. INTO STUDS 0 IV o,a 016 D.c. �nGLASS(EE �,d, TO GLASS(4'F 1/2"MIN. .4. smi uoLE ON SHEET til 11 Fui aADE6)A7•n tf FOR MADE (D" o1V 1T 1B FLH ----- BLADES(D&0Y 6 OR®OR@DR Bre Fv D ----- ---- q O ©ORQOR(BORO O R MIN +''nom (D 4 . . FL 1 OR 4 6 OR®OROUR }'.: .•�aPi lfi :M::�.=Ty''t}l'�I,Fiir..1'�i.l•.�,.-'I L^('r. / r®vOi70vO'10•®r @OROOR(9OR� JEW Y m®v©.70vB)TO-®°_' Z.FINISH 2'x4'MIN.WOOD WALL ©-®v- _— ®r®. __ _ STUDSftEq'D. __FINISHPLAN O'®r®•®m��® O•®r®•®P®•� DETAIL )( END -CONNECTION-'DETAIL ®=_ - END= %=rMDI --12 — -- _ _— --—_ ----- _ -- - G 0 Ni h-Velacit Hurricane Zone, ©2D15 EASTERN METAL-SUPPLY, we, - -- ---- _ - Accordion Shutter-System - El CIS MI H.V. BLADE#-1 W/OR W/0 H AmericanDR BY.- M.L.BLADE ' American Shutter Systems REV-No OI'r1 FSCRI0N GATE DRAWN BY.- .p; STATE OF :TILLIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 4/10/15 DATE 04/10/15 /1; 6356 N.w.3eD,-sL,sta.3o5.VIRGINIA GARDENS.FLORIDA 3316 DRAWING NO West P West Roads Drive 2 Phone:(305)871-1530.Fax:(305)671-1531 West Palm Beach, FL 33407 3 ' - ,•' e-ma(I:Ultecooaol.com 15-080 S EB-0006719 Phone: (800)432-2204. Fax (561)209-8380 4 ++8+'+ WALTER A TILL1r Jr.P.E SHEET P.E.SEA L�SIGN/Sl1RE/DATE FLORIDA Uc.8 44167 a 18 0 20 ' GENERAL LIMITATIONS AND CONDITIONS OE USE FOR BERTHA ( Y BLADE ACGO SHUTTER 5=M WORKING IN ®'® 1.MAX.A.S.D.DESIGN PRESSURE RATING+110,- 110 pa,1. A G 5 2.MAX.SHUTTER SPAN:96". 3.ALLOWED MOUHTINGS:A, D,G&H ON SHEETS S.7;AS WELL AS MOUNTINGS M,0,T. U&W ON SHEETS 16&17_ ¢�ONLY CENIERMATES g(BOTH W/9A OR 2(�(j ARE ALLOWED WITH 21 (�27JC ARRA ED INA CAL OR OPPOSING LAYOUT.IN CASE OF OPPO$WG MDal®al N aR 5 CENTERrT E•MUS7 BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 1 6 5.(A) HV WINDOW BLADE lO SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP ENO , , (3"D HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE IS OF ANY 3"0 HOLE FOR®SHALL BE 12•. MAX_5 WINDOWS ALLOWED AT HY rn a a a a (C)FiRSr OR�BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE®w WINDOW BLADE 1 (0)HV WINDOW BLADE1�MUST BE USED ALTERJWTE TO A SOLD W BLADE(D rn THROUGHOUT SHUTTER'S WIDTH. (E?CE MATES SHALL-ALWAYS BE INSTALLED ADJACENT TO A SCUD HY EIAOE 1 AT EITHERSIDE OF THEM. (F)POLYCARBONATE,FIV WINDOW 44 SFIALL BE INSTALLED 50 T11 TABS FACE SEE END THE INTERIOR OF THE OPENING BONG PROTECTED. HV WINDOW(4E4)DMUST BE CONNECTION a ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVID BY ASSA, OETPILS ON SHEETS �X INC. 1D&18 Trp- FULL FULL HEIGIir. 3'AR 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1A 1 g$li BUILDINGS ON SHEET 15,AS UMITEO BY SPAN MD DESIGN LOAD(SEE NOTES P YF 1 &2 ABDVE)- 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IWO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEET$ 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). Lr— Ll 8,MINIMUM SEPARATION TO GLASS SCHEDULE (SEE PLAN FOR REQUIREMENTS) p� �� D H TYP TOP&BOTTOM W ) oa®O6 SHUTTER SPAN MINIMUM SEPARATION TO GLASS ••- UNLIMITED WI �a/ BES'Moz. 5• ELEVATION NOK SEPARATION TO cLASS EXISTING GLASS SEE SCHEDl1lE CN SHEET 12 EDR BIADE(� �_ ---...-1 PND ON 7F°S SFFIEEEf TTM f1tADF5 Q1& __----------------- -------�� _----....__ _-- 5 1 1Q� -- G s Re W4 6�YF)MIRIOR ONLY) TYP. 1 1 \ dl aQ oR 1 \ 1 P. SORAL SCENTERMATES 21 ( �aa \ WX(S NOTE 4 ABOVE) PLAN— \ 21 5 TYPICAL n HV BLADE WORKING IN QN[S f4'1 R HV WINDOW 91-ADE (9 SHVTTER'� a=_ FLOR1111DBUILDING D E High Velocity HUrricane Zone, o`Qat �•`(.� m 2015 EASTERN METAL SUPPLY• INC. VD9 L IHL% NUT TM a. AceoxdAou SJhut�e System H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE � f�JD"•"•- 7(� ArnerIcan Sill Her Systoms REV.N. DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY ••••F4o1710 6355 N.W.76t1i.SL.51e.305,MRGINIA GNiOENs.FLORIDA 33166PLETsocla$ion, Inc. 1 OLD 11-193 4/10/1 ]�Q5 T ���••'••••• 4268 West Roads Drive "--zKl -. Ph...:(305)871-1530.Fax:(305)571-1531 2 �USIO A4AL o- H,tillcaa®aol.com West Palm Beach, FL 33407 7 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380" WALTER A TMT Jr.P.EP.E SEAL/SIGNATURE/DATE FLORIDA Uc.U 44167 - 6 REQUIRED MINIMUM ',,'V%+F1IE5';) INSTALLATIONS WZ n HSA BLADE 8c HY CENTERMATES �1 -X2.000"M..r 6'x 1 1/2'x 0.035'THICK T' Min.ASTM A-653 GRADE 40 .`x..�L.°%'+•. IIVT® f�ETAL STIJ® WALLS yRp f(H-1F-:083" Iq Min.c-60{;fJ.V.STEEL W :;: 436 @, p• METAL STUDS AT 15"O.C. I --' ®fi.O.C. -`�0 41 0 �� ]�4"r� NOMINAL Cy -:--- 1/z^ 475^ 38 �` S AN S OF ALUMINUM SLEEVE FOR BERTHA 6063-T5 ALLOY 43 .� 12 �o� ]. •HV BLADE ACCORDION SHUTTER REOUIRm MINIMUM I Min• SYSTEM INSTALLATION TO METAL STUD WALLS 1 J/4'x 6 1/4'x O.a35"THICK Mi.. a 6.O.C. CONT.GALV.STEEL TRACK CFWINFL, 43c ,, ,,I SEPARATION TO GLASS SCHEDULE N 31oaao" ASTM A-653 GRADE 40 Min.c-eD I®6'D.C. 39 ' z 1. MAX- A-S.D. DESIGN PRESSURE RATING: +75, - 75 p.sJ. :r-�:-:. O&VAN-11 FASTENED TD S P.S EXLSTING FlNISH I ¢ W/(2)fsx1%z"FIs SCREWS ON ns APPLICABLE N MINIMUM INTERIOR&EXTERIOR FACE i• i ', 2- MAX- SHUTTER SPAN: 84" SEPARATION 43.LENGTH•h I" EXISTING GLASS,' MIN.TpS ON I i TO GLASS o0 (SEE SCHEDULE) 3. ALLOWED MOUNTING: M@ ON THIS SHEET. 43b 1/41. 0 --OX3" DOLT 4P w MUST PENETRATE 43c 1" DOSTING FINISH I i CTY-) 4. ONLY fENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED O AS APPLICABLE I , '.i WITH 21 ARRA GED A METRICAL LAYOUT. REQUIRED M1/4'. m fi-O,C, `. 1 USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 1.373" 1 J 4'z fi 1/4'x 0.035'THICK Min. , CONT.GALV.STEEL TRACK CHANNEL, 43c 43o I T " r ASTM A-1353 GRADE 40 Min.a-60 INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF �L 250 •D� cALVPN¢ED FASTENED TO STUDS , ® 6"O.C. CENTERMATE. W/(2)96x1/2-TEK SCREWS ON . ��— INTFRIOR&EXTERIOR FACE ( A;In N 1/4"0-20 THREADS e'iti ,. BLADE SLACK E-fAIL HVF IS VALID ALSO FOR /G3c "• ELCO ClIMMUCTION °-W w _T '••c 1/2^ T2 38 CENTERMATE 2) APPLICATION WITH BLADE(1) PRODUCTS FAB-M HD Ut REQUIRED MINIMUM w T ]'.' 436 "•-:VARIES 6-x 1 ,/2•x 0.035",HICK ® 6. O.C. COMPONENTS Mln.ASTM A-653 GRADE 40 2T; aK:•, Min.G-6D GALV.STEEL :':a MS WALL HEADERISILL INSTALLATION EXISTING FlNISH AS APPLICABLE SCALE 3/8"= 1" METAL STUDS AT 16'D.C. (TIP.TDP&TioTrar,) VA - -- 1.3/4"x 6 1/4"x 0.035THICK Min. ANNEL,-Z EXISTING GLASS - - - - - ASTM A--653 R.ADE4040CMi..HC-60 _T. - ., _ i• - _-.- ,, _ ., t' _ - - .I• GALVANRED FASTENED TO SUDS 5 ON ,• / fi TEN CREWS I 2 x1 2 E I y: R•CAL W S E'RYC L� SYMMET Y ->• ,:,• `I", , ,•. YMM T A -.I ,: ,- '1i.•vnRtEs,�: / to FACE - .MIN.SEFARATi N, I" .a:l ItfTERIOR&EXTERIOR I ,- i%'-, 'i.," ., T- 70 GLA552" I I' I' CENTERMATES W/: "CENTERMATES W/ I •., ,. , -:,.,• •(SEESCHmU 4 S5 5 I 1-INTERIOR CCE IDE' ,ACCESS SIDE�=' :�I T A •EX?ERIOR A N 6" (TYP.) - MN.SEPARATION TO GLASS I N J M SEPARATION TO GLASS I N L}. I W/INSIDE LOC((SL SVtWl) 6' In W/OUTSIDE LOCK(SFE 93471UF.) _ 21 --- 21 — 21 — + t 21 1 — LOCATED2) ' AT 12 ---- -- ------- - NV HEADER/SILL ENDS ------------- -- ------ -------- - - ---------- ----- --- VIEW Y 4 12 �W.Min_) 7 24 6 1/2"MAX. SLACK �' SIDE CONNECTION TO TRACK 3 1/4" (ryP•) 6 1/2'(TVP•) 7" (cant.) LVA - 1p0111ooaso.4DE SLACK DETAIL HVF C ,� FLORIDHigh Velocity Hurricane Zone A401p,��`• p�@� • �j¢��42• '�r.YY ©2015 EASTERN METAL SUPPLY, INC. . • QHWS1 " NVTM /70 7LTE OO o Qo o o `:,: Accordion Shutter System m j�7 H.V. BLADE#1 W/OR W/0 H.V. WINDOW BLADE American Shutter Systems REV.N^I DESCRIPTION DATE I DRAWN BY: ML w yl Qr TILL] TESTING & ENGINEERING COMPANY Slp s� Association, Inc. 1 OLD 11-193 /10/15 Dare 04/10/15 _ 6755 N.W.35th.SL,Sta 305,VIRGINIA GARDENS,FLORIOA 3316 •• •• Phona: (305)671-1530.Fax:(305)871-1531 4266 West Roads Drive 2 e-mull:LilFaco®aol.com West Palm Beach, FL 33407 DRAWING No d /C EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8 3380 4 15-080 �SSI0F1 P�- WALTER A.TILLIT Jr.P.E. P. 5fAL/SIGNATWE/DATE FLORIDA tic.g 44167 s SHEET 6 20 OF 20