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Home My WebLink About1707-0249 ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: �—I Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IIVIPRQUEMOT- LOCATION � Address: 9409 S Ocean Dr. Unit 34 Legal Description: See property record card (attached) Property Tax]D#: 3535-333-0001-080-6 Lot No. Site Plan Name: Block No. Project Name: Ragsdale- 10156360 Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK . install 7 accordion shutters over existing openings CONSTRUCTION ItVFORMATION Additional work toe e orme under t —checkispermit a appy: HVAC E] Gas Tank F_]Gas Piping Shutters Q Windows/Doors Electric ❑ Plumbing Sprinklers Generator Roof Total Sq. Ft of Construction: S Ft.of First Floor: Cost of Construction:$ 4313.00 Utilities:Cn Sewer O Septic Building Height: LWNER/LESSEE CONTRACTOR Name Michael Ragsdale Name: Raquel Swanner Address:9409 S Ocean Dr. Unit 34 Company: The Home Depot City: Jensen Beach State:FL Address: 6500 NW 12TH Ave. Suite 110 Zip Code: 34957 Fax: City: Fort Lauderdale State:FL Phone No. `*1Z- SZE �3(p Zip Code: 33309 Fax: E-Mail: Phone No. (754)224-2010 Fill in fee simple Title Holder on next page(if different E-Mail: from the Owner listed above) State or County License: CGC1514813 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAV1/ (NFORMAT(ON Y.. � . DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing with lender or an rney befo e work or r9epi-din your ice of Comma ment. gnatur f rRIDA es ee Signature o Contractor/Li nse Holder STA F FL STATE OF FLORIDA COUNTY OF UVi_ COUNTY OF X.A�— The forgoing instrument was acknowledged before The forgoing instrument was acknowledged before me me this t,75 day of 20 17 by this_1-22 day of -SOL21 20_17 by yA(Q0Ei SEL 0,--A - Ccay' (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced Ty e of Identification Produced Commission No. ;�•'+'��°Y•'•y MOTHYR.O'MALLEY o mission No. `�pL.N °%+c' ( i;i THY R.O'MALLEY : : :, N►Y OMMISSION#GG 1171 ''• _ EXPIRES:August 7,2021 : .,: MY COMMISSION#GG 117135 Thru .4 ••�••�� '•'`• R"ES:August;,20211 Bonded Thru Notary Public Undenm'ters Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS JOE . SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FI ,4328338 OR BOOK 4017 PAGE 2355, Recorded 07/11/2017 01 :26 : 30 PM Mumma= Tk-W-AusivVI t%*gm paim 1W*mwv�t will be vm&to mum mal pm;aq.'W i, Vilh choptv 711, Flx&SW=the follamira inramlzim h Mvida in ae NW=of Cmomcmum qqbq 5 6u4n Pf. 4,3q 2. 4. 000 1vW & 7.Pmm%vrdoor ft Star OfFlefidadmWabd try Qw=trp=%booi mdmct ot?w doexm"my be tm-cd a gwided by 71113(1)%Florida S- 9.Evirlaon ara=2021 nad(fteoteadam is I yea htntbe dtu dmm&q wdm Adiftfutdait Is sp,nKw t JDA ma PAYMFS MADSBYTHF GWm AM THE DMATMOMMMOMEOP=16111 OPER PAYN2n UNDR Clik"ER713-PAM SCL-n NDCAN mom IF YOU WEND TO OBTAIN FINANCNa CONSuI.T H=CP QP f2 V- Prim Nxms=d PrwMa 0401tr � Snteaf Florida 0 < me dti I djyof ED Wu 4*0*1 U N By < Ca -j uu.)) co (Z—m olm (WM cf Wanly—&g.gffkti.UWM Wornq in ftm) z D LL ':' For u- u- wastuculw) 0 LL I pavally blown o:—,C-pd=wft rdiowatyix orkiatir"im. x>'-- E o 0 U. 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J I p i S J J t l r!I .. .. _. - i r�SJ glt1C'ryF r s y ' I ..j ..,. 15_ .. : ..: _ ... ..... .. ...� i : :. r ,... - 1 r .rr S.d.,. .1,.. .1,r.. -- .. . , t t r ( a , f t 115 .. '._ rl G+ Yri. Irl J I��. �., '1 f -. '� 4 :: .... . �t,, t G - ....� ,[! .. ^. _]: flan i. ^ JA 11 J 11x1 M}x5 ,..t:,.- S ec 9haeS Coni o tg SPECIAL CONSIDERATIONS:': r UI,Total 111 I S upre:'FootToW SQFT rovlde Alia UI for anela lash�maa a diwioplftl d 'q}{brts 9iktt3252 �!2FW�'i- t ;{ ..' d Wurrlcene Fabrlci`5 UArediiota a 13 c8lculet(,rVh9 lnlshed Width inches t4 flrilell4id�lBf4ltii(InGf�cY��d�.d .bye_, 4.�I'_P - i Header,Track Add 8'to the finished width of 6, __-,,r for: h 1b d. shutiors Qltd:4°far lm 1� '+ t t 5 +'F ,y.,, ' i . .. Fi _ SIII Tfack•'Add B lolho finished wldth trf ltio batriel'#or anus ontl'sbuhofs y r�4"ftlr f brl6 M t Si'f `x 5r �,.. i - Yp r�. . : .. . r t i i. SI {II P q1 ` _I. 6ulld.oUt:a th m:distanoe from. a ext0rlor all'of•Itie hOUGe:r. Uit , 1pa, 8" Ct 1 III j f J�. I' - Kea a mtriumum of 3"bt s ace between the lass of';tilawln.U Aid the StiSmY ptgir3Ctldn ler 5 3ti —_-- meet Rdd 3;to She,hel t1t on 1t1o<le ranad�flgllt side rlf:Able bam9rfim teEial .pd 9 ral bar 't�a�p,. jr• :... < 1 ti' �,l t_IrJ t e lA -�\ ,• ,, r l 4 t J ih M 'F- un x :: ---------- :: + L ,, i 1 , , .- I'- I la Jf ,re-Ji.i�r! l� '-- : _� + _.. I r i _ I -+ If t tC J P r"Ii 111!J. �t..1^t t I haver Is d and egrga WIY.QII tha.�U tt{�QG[fitietid ahoyblakd tlr��ptlG10(;T6llnts,�gr s�ltl4ii;..,. 1 iy J �, y fi I !/ h I �, COSTOMER:SIGNATUR F t l I,, kI t r r M t I /I tt I I i I I i rF 'LI t i�h , ',.. . 1 : 111 _. ._-..• _. ...__ ..t. ..,, J 4'C .. .. , ....,1. ._I.L,.ul,r :. 1..1_. 1.. :�,.:J1.1 5. t nJ..IJ'.i.L,_r J.ual:._rv..1y ,..... ..i:.�... . ..... .. ...�.•. a) ,S 4aa __:_ .:.:.:._.....,.._.._ ii15i2ui5� FIoiida GuiIdirrq Ode 0111in � �C��2 F6 FaF' ,y r Iry.- ," ° '";r 'z ✓ r'y '' rw �v N9 sww Fk'ida �f < �... BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts ' Publications 1 FBC Staff SCIS Site Map Links Search € Business-/, ` �° Product Approval Professibr�al USER: Public User Regulation gyp, Product Approval Menu>Pmduct or Application Search> Application List>Application Detail MI ' FL# FL1850-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email 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 Management Institute 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.Ddf 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 tlttps;llfloridatxalding.orgJpP/pr app_dtl.aspx?param=wGEVXQwtDgs9%2t%2ftCQIpJQcefShOCDrfdBDPic3tFpHgWr4gNQIpQg°kid%3d 1I2 1 !!'i=i2015 Fiofi68 Lui{dii>a Code Oiiluta Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description I 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and i .1001 (HVHZ) Drawing# 15-081 ;retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes 1 FL1850 R10 II A.S.S.A. INC drawing DRWG.15-081,Ddf j Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. I I 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 I FLIS50 RSO AE A S S A. INC. P.E.R DRWG.15-081.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load for i Created by Independent Third Party: Yes 1 one specific condition shown in span tables. See additional j loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo) -HVHZ-Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 RIO II A.S.S.A. INC. DRWG.15-079.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes I Design Pressure: N/A I Evaluation Reports Other: Large Missile Level"D". Max, span is 13'-2"for 30 FL1850 RIO AE A.S S.A. INC. P.E.R. DRWG.15-079.Ddf { psf positive ASD load w/o window blade, 16'-0"for 30 psf I Created by Independent Third Party: Yes I negative ASD load for HVl blade w/o window blade for I conditions indicated on schedule#1,sheet 12. And 15'-S"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. 11850.3 Bertha HV Accordion Shutter- Blade?Extruded aluminum interlocking blades retained by tracks 1 Only (HVHZ) -Drwg# 15-080 (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, Drawing DRWG.15-080,Ddf 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'-O"and FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-080.Ddf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party: Yes centermates and locking rod configuration for the HVI blade, 8'-0"for+64, -72 psf load for HV blade for Keystone mountings 7-0"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. ' F.tacu Sve:xt .. Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 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 850.487,1395,*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 emails 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: 9fl W-9 99 0 SCC2CII\'.:.t 1::F[S7C`.S' https:l/Soridabdidng,orW/pr 4pp_o.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoetShOCDrfdBDkc3tFpHgLNr4gNQIpQg%3d%3d 212 GENERAL NOTES: 1, BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.Y.BLADE 3 W/OR W/O H.V,•WINDOW BLADE 43 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 05th EDITION) OF THE FLORIDA BUILDING CODE.T'HIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RA71NGS INDICATED ON SHEETS 5. 6, 7,8 & 18. N ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A,S.D. DESIGN WIND LOADS _ BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, B. 7, 8 & 18. ANALYSIS. A WIND TO FY THAT LOAD DURATION FACTOR Coe,60 WAS USED FOR RS ON THIS P.E.D..AS TESTED,WERE OFTFASTEN RS SPACINGINOD.E IN ALLOWABLE STRESS FON WIND LOADS'WAS TABLE OF CONTENTS BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 43 W/OR W/O H.V.WINDOW BLADE 43 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE WRH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS. AREA 1: HV BLADES(1) &-(g —L'JH.V. BLADE 43 40403.01-08 WITH ADDENDUMS 43&43A DATED 4/30/14,0825.01-10 (WITH ADDENDUM 42, DATED 4/30/14), 1220.01-10, 1209.01-10&0422.02-14 GENERA!_NOTES. SHEET 1 AS PER PROTOCOLS TAS-201,TAS 202&TAS-203, LARGE MISSILE SYSTEM COMPONENTS, 1-21 SHEET 2 —0H.V. BLADE 43 WORKING IN UNISON WITH®H.V.WINDOW BLADE 43 40829.01-08 WITH ADDEMOUM 42, DATED 4/30/14, AS PER PROTOCOLS TAS-201,TAS 202 &TAS-203, LARGE MISSILE. SYSTEM COMPONENTS. 22-36 SHEET 3 —01 H.V.BLADE 43 AND®H.Y.WINDOW BLADE 43 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONSAND CONDITIONS OF USE TYPICAL SHUTTER ASSEMBLY. SHEET 3A INDICATED ON SHEET 18. AREA 2 HV BIAD (i)AND HV WINDOW BLADE A 2. BERTHA ACCORDION PINS 33 35 OR ALTERNATE I, SHALL BE AS INDICATED ON SHEETS 3& 4,USED AT BLADES KNUCKLE.ACCORDION PINS 32 ,USED AT HV DIRECT WHERE APPLICABLE) MOUNT SHALL BE AS INDICATED ON SHEET 3. PINS SHALL BE 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH, PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS. SHEET 4 AMERICAN SHUTTER SYSTEMS ASSOCIATION, MAXIMUM SPAN TABLES. SHEET 5 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER,WITH Fy-27,1 ksT MINIMUM (UNLESS OTHERWISE NOTED). ANCHOR SCHEDULE—CONCRETE SHEET a ANCHOR SCHEDULE—CONCRETE&BLOCK. SHEET 7 4, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA ANCHOR SCHEDULE— WOOD SHEET 8 BUILDING CODE 2007 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH& SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. INSTALLATION DETAILS 1�6—CONCRETE&BLOCK SHEET 0 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD 5I'RENGT1i. INSTALLATION DETAILS 7-9—CONCRETE&BOCK SHEET 10 INSTALLATION DETAILS 10—METAL STUD SHEET IDA 6. SEE SHEETS 6&8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/HV CENTERMATES @&(9 SHEET 11 7, IIHIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 46779582.COMPONENTS OF 71415 APPROVAL ARE COVERED, IN WHOLE OR N PART BY U.S. PATENT INST. DETAILS W/HV T LOCK CENT�ER,1MATES�&� SHEET 12 45458179 ISSUED TO EASTERN METAL SUPPLY,INC. INST. DETAILS W/HD CENTERMATES�.+jL & SHEET 12 8. R SHALL BE THE RESPONSIBILITYEND CONNECTION DETAILS 1-6—CONCRETE & BOCK SHEET 13 OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, INSTALLATION DETAILS 1W-6W—WOOD SHEET 14 CONTRACTOR TO SEAR./CAUUC ALL ALL SPLUTTER COMPONENT EDGES WHICH REMAIN,THRV FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, INSTALLATION DETAILS 7W-10W—WOOD SHEET TS 9, EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST END CONNECTION DETAILS 1-6—WOOD SHEET 15 PROPERLY CLOSE ALLCENTERMATES AND ENGAGE OR LOCK ALL LOCKS' _ 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BOLDING AREA 3• HV WINDOW BLADE-9 ONLY CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING,LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING COOS TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 17 11. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V.BLADE 43 W/OR W/O H.V, WINDOW BLADE 43 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS TYPICAL SHUTTER ELEVATION SHEET 18 ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A STTE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE ANO INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUC71ON SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. THIS DRAWING SHALL ONLY BE USED TO Uy (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE U FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA'REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BENZ THE DATE AND ORIGINAL SEAL.AND SiCNANRE OF THE P �AL ENGINEER OF RECORD THAT PREPARED TT. ' N. Tl '•• _ FLORIDA BUILDING CODE (High Velocity Hurricane Zane GENS•••Jif3 0 2015 EASTERN META_SUPPLY, INC. ' .BERTHA HVTM __ `- - j 1 L. E _C_0 ,N A■ ■5.A■ Accordion Shutter System xv etAoe#3 w OR w/o SLY.WNDON MADE#3 �O•:. 4� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.H.1 DESCRIPTION DATE DRAWN W.ILL _r '� '•rte 5355 N.W.36DI.St.Sb,365.VIRGINIA GUIDONS.RAWDA 33166 Association, Inc. 1 an I]-NO 4/14115 DATE:04/10/15 _` -�• ---vyr- Ph-:(305)671-1530.Fn,:(305)871-I531 t Pal Beach, Drive 2 --s`S(�AI�11 SGP =-rtOEA-00067 t,tmn West Palm Beoch, FL 33407 3 DRAWING No WALTER A TILUT Jr.P.E. 4 15-081 P.E. SEAL/SIGNATURE/DATE FLORIDA Yr:.4 44167 s SHEET 6 OF 18 SA "371" 1.917' -.100• • fa6ps„-- 125,n0.348 11 E -, o m 49' ASD'm .060' n 60`4.168 -.-.OJ2' [ .]51= 061' .060• �v0.33 .594' S" 67p• .670' .06p'o R ry (-� 4?U] w� .670" Vllt" 5.000'MAX. HV BLADE#3 �i.164 1.664 a�' t.lea' l.nfi 1.164 pna 670 (/yam{ •- -3.520" ,329• 2.20T L006" 3.520• t /,5A ALUMINUM ANGLES 1A HV WINDOW BLADE#3' 369] J QUALIFIED FOR USE Wj HV 4A HV 1"B.O.HEADERlSILI. • SEE LIMITATIONS OF USE HV HEADER ` s ,HV B.O.TRACK 4O HV HEADER/SILL BLADE(i FOR BLADE®ON SHEET 18 QUALIFIED FOR US W/ HV Q IFiED FOR US W/ HV QUALIFIED FdR US Wj HV QUALIFIED FOR USE W/ HV BLADESI .� BLADES iQ•� BLADES 7Q,I�1' BLADE(D 5.556' 3.226--'_" a �1.s1Y 1 �X� r�i .870" _ .670"^2.226' 063" �J 6j$ 2000•NA.. 959' _ �_ (TTP) o 1.491' X Y t • 0 62" - N 8 ,. iv Y L A72o�--� I � 3• 3� 0.090. �II t' i" 0.062,_ ?.092- -+-1�� .072 .072 - _...._.-4.874 .436" 1910" 0• �Y. f"-X 3-226" HV DIRECT MOUNT 10 -•� 12 SIDE ANGLES HV ADJ.ADAPTER W1 LIP HV WALK-OVER TRACK QUALIFIED FOR US W/ FIV 10 NV 90"!180°STARTER 6 HVADLFLOORTRACK ! 7 ) O QUALIFIED FOR USE W HV 1I CORNER POSTS QU FIBL FOR USE Wj HV UALIFIED FOR US W/ HV \✓ QUALIFIED FOR USE W/ HV QUALIFIED FOR U,,4E W HV BLADES 01 BLADES 1Q,Q QU BLADES 1�,,® BLADES�, BLADES G.® BLADE 1 0.75•.1.93'�m.125'THK. QUALIFIED FOR US Wj HV �NWPH04E SVAM OE1 BLADES O. 4.660' 0.75•.1.05.0.500' OSN�W`�/SS PLAIE 4.576` 1X14]U4 AIS S.S..y C/" 1/4'-xGrz1/1' 1/4"•-20 745`• .2.293 FLAT BATT ti (2)t/+N-2D H01FS FUR ss�-� TM�ADm HODS cc ENAMEL. ./4'20 2.293• .745' $ (xl 114'a-20x1/z"s.S.LLS. (2 ITP.) BWED PAINTED TI+TiE+DEO GSf h b•".A _ y t10MIN G ENAMEL }' •'C' 77 " 1.940" .378. BAKED PAINTED a 540. '�, o I t ' 90.3160 � - .316' (/,p� 'r N`$ a.7006ry a/ .875` 1.940` RE55KNOB .062" m ! .875" Y .��•Ftp .318" 0.675' 0.454- (1)5/160-16 DOLE FOR(1)/16.0-16.1 5/5• SROSS=NOat ` (�D/ H.Y.5s.THREADEO THUMB SCREW W/ACETAL HEAD k KE1S(CHROME RRAS6 4YUNOFH 13 HV CENTERMATE 14 HV FLOATING CENTERMATE' 16 S.S.SALT WATER LOCK •492" 64.1,49• PEATED) (wwoAE PTATED) UALIFIED FOR�USE�W/ HV QUALIFIED FOR USE W/ HY QUALIFIED FOR USE W/ HV BLADES 1 BLADES 1(),@ BLADE .875'L_ 26S 4.045 , 16 H.V.LOCK 17 H.V.EGRESS LOCK r. rY 1.736" 1.753• •321' QUALIFIED FOR USE W/ HY OUALIFIED FOR US W/ HV BLADES R6 .® BLADES 1Q, O O A. F 1.00066' COMPONENTS s 6063-T6 ALLOY AND TEMPER ~ SCALE 3/8'=1` HV MALE"7"LOCK 19 HV FEMALE"T"LOCK L-2750---J L-•-2.750'-I 21 HV'•T"LOCK 18 CENTERMATE CENTERMATE �� • PLAN FRONT ELEVATION QUALIFIED FOR USE Wj HV QUALIFIED FOR USE W/ HV X11#1 •t IPFORT'LOCK CENTERMATE QUAUFtEDe FOR W/ HV FLORIDA BUILDING CODE (High Velocity Hurricane Zone BLADE Ql BW7Et� jd ti� IFIED FOR USE W HV BLADE(1_) ` e y fjENS•• '•. AD Q 2015 EASTERN METAL SUPPLY,INC. F BERTHA Hl/1M ` tL EC 4 �,� ,.5,,�, Accordion Shutter System KV.RAE£j3 W/CR W/0 H.V.NtNOQt{RADE#3 American Shutter Systems M.Ha DE6CRIMON DATE DRAWN BY;M.1- '" RL11T TESTING & ENGINEERING COMPANY :. f ".;71\I � ASSOGIafIOn, Inc. t pill 13-070 !10115 DATE:04/10/75 6353 H.W.36t0.SE.St..345.VJIGNIA GARDENS.FLORIDA 3316 • Phone;(305)871-1530.F0.:(705}871-1531 4268 Westroods Drive 2 DRAWING No /ONA1 . 10 6Becoo001.mm West Palm Beach, FL 33407, 3 i5-p$1 �fr'�rrr•:r _ EO-0006719 4 WALTER c.#Jr,67 ' FLORIDA Lic.t7 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 2 OF 18 1 917' UMBTVRN .255 D 12'MIN _41 WN F 4p.� - — 81' KF ER OR .063' CYLIND .214' _Y CYUNDER r —Al IV _F L L0.075 Mia 1 .125'Max. .375-509- m 1! 12"LOCKING ROD 6"LOCKING ROD CENTCRMATE'S QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV ID FIV 0 HD CENTERMATE @ HD CENTERMATE 0 HBLADE @ BLADE 1Q W/LOCKING ROD W1 NO LOCKING ROD INSERT .804'L QUALIFIED FOR U8E W/ HV QUALIFIED FOR USE W1 HV QUALIFIED FOR USE W/ HV INSTALLATION WILL REQUIRE A BLADE I BLADE(D BLADE f6 OR KEOER /1B" OLE DRILLED AT TRACKS FOR PROPER 41_5 .1�.1.5 CYLINDER EMBEDMENT 1.70.Max. BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV RNLIS 13LAOE 01 0.324 3/10-x7/6'r .475'IS� .475*tD. NYLON WHTIL Ev L ELEVATION A 1/4-0 1375'0 Z20*0 @ HV 1/4"0-20 AISI 304 SERIES HI ETALHV L( SED 29 HV S RECESSED HV NYLON RAT HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS S NYLON BUSHING NYLON BUSHING WASHER 8 ASI 302-303 SERIES QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ FIV BLADE(j) BLADE(1) to .204_:, .155'fA �y -COMPONENTS (CONTINUED) N.T.S 32 MALE KNUCKLE ALTERNATE PIN HV DIRECT HV PIN(a)-BLADE S HV PIN P HV FINMALE MOUNT PIN #10-113"x2 3/4-W/ #8 HD. #10-18'.2 3/4" W/#8 HD, #14-14x1 3/4' W1 #8 HD, W1 HV HD MARKING W/ W/ HV HD MARKING W/ #14-14-X2 3/4- W/ #8 HD, #10-18-x3" W/ #8 HO, W/ HV HD MARKING OACROSHIELD COATING DACROSHIELD COATING W/ HV HP MARKING W/ W/ -4- HD MARKING W/ (SEE DETAIL X, SHEETS 13 & DACROSHIELD COATING DACROSHELD COATING 16) W1 DACROSHIELD COATING FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY,INC. 0 ZEN :?I S46 BERTHA HVTM Accordion Shutter System —TE TTE 4:;om-- \ A,S,S,AN Kv.UNE 0 W/OR W/O H.V.WINDOIN BLADE#3 American Shutter Systems REV.MI DESCItIppo" DATE BY.1J.L -'a TILUT TESTING & ENGINEERING COMPANY 04/iG/15 %10-% X)nt, -t,, 055 N.W.35M ST-St..3M VROMA GVZOENS.FLORIDA 3316t Association, Inc. I DATE • 4268 Westroods Drive 2 Ph— (305)871-153D (305)871-1531 DRAWING No 33407 3 tilt...O.W.C.M West Palm Beach, FL - dNAt ES-ID000719 L4 15-081 WALTER A.IILL Jr.R.E. FLORIDA U..1 44107 5 SHEET IF E. SEAL/SIGNATURE/DATE s 3 OF 18 OR Ill I @A 10, EXTERIOR EXTERIOR EXTERIOR EXTERIOR (),g (D-0 "I ASSEMBLY ATA. ASSEMBLY IN BErINEEN0. ASSEMBLY AT A. ASSEMBLY IN BETWEEN O1 . ®GO EVERY OTHER INTERIOR KNUCKLE) @00 EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 243-" LONG NOMINAL PINS ARE USED WHEN 3" LONG NQMINAL PINS ARE USED SCALE1/4*-I' -THE HV PINS & BUSHINGS ARE PRE-ASSEMBLED.TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275- O.D. x 0.130- I.D. x 0,072"THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW, THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. FLORIDA BUILDING CODE (High Velocity Hurricane Z6Ae, 4900101,ER (V 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM e �qo ,7c A.S.S.A. Accordion Shutter System �m E KV.BLADE#3 W1 OR W10 RV.WINDOW aADE h3 67 American Shutter Systems M.R. DESMI'Vom DATE DRAWN EIY-.M.L. TILLIT TESTING & ENGINEERING COMPANY 36th.St,—.305.MRCMA WDDIS.FLORM 3316( Associaflon. Inc. I DATE'04/10/15 355 N.W.3 STA7F n.—.r t Ph... (305)871-1530.F—(305)671-1531 4265 Westroods Drive 2 DRAWING No —0; West Palm Beach, FL 33407 3 `OR 11) EB-00067tH 15-081 WALTER A.WUUT Jr.I P.F- X RORIDA U�.#44187 p AIC 3A OF 18 E. sm— ;��TE B ooa�000�a I 3 7 9 �°" �w z�3aa� z• 5az• NOTES ON HV HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS W/ HV (P BLADE lJ i1 11 APPLICATION W j HV LOCKS AND(9 or I. MANDATORY CORONION Ml: ONE HV LOCK(0 or(9 or 1 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN qR 12'A90VE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 156-.AND FOR INSTALLATIONS AT ANY If 11 ii ELEVATIbN EXCEPT FOR INSTALLATIONS INTO METAL STUDS. HV LOCK 1@ or®or©MAY BE USED AS AN INSIDE OR 12 0 (2).@--0- ° 12 OUTSIDE LOCK,ATTACHED TO or®CtMERMATFS Wf(2) 1f4'-24 x 1f2'LONG FLAT HEAD SS.A.S.LOCATION OF 17 ®°P© „ LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATIONCKI .USE OF LONG RODS©r!/®7 PND 27 IS COMPLETELY OPTIONAL 15 15 /0,��°i Voa�w 2, Y.AtIDATORY C,hNDf110N j2 FOR INSTALLATIONS IIfTD METAL STUDS_ ONE HV LOCK @ or @ or @ SHALL BE SHUTTER SPAN 0 m t0 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 4R 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE 18 ° 18 ° TO 158 AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS PITO METAL STUD. HV LOCK @ or ON SHEET 5) � d or�MAY B£USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO(D or @ CENTERMATES W/(2) 1/4-20 x 14 4 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS�Wf®OR�TOP AND BOTTOM IS COMPLETELY MANDATORY. 16 1/2OF SHUTTER SPAN o 16 ��ryy FOR INSTALLATIONS WJ 3, MANDATORY CONDITION#R FDR KSQ=WE NOUN ENO INSTALLATIONS: ONE HV LOCK 13" or 1®or D SHALL BE CKS OR V - (1)IN OR HO LOUSED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ED MAY BE INSTALL12'ABOVE TO 960,AND FOR INSTALLATIONS AT ANY ELEVATION. HV,LOCK 1©or @ or MAY BE USED AS AN INSIDE OR r� 1 OR BELOW Mi05PAN OF OUTSIDE LOCK,ATTACHED TO @or 1j SYMMETRCAL CENTERMATES WJ (2) 1f4--20 x 1/2'LONG FLAT HEAD S.S. ` L SHtlTTER. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS(L6�)W/ OR(0 TOP AND B�OTUT� DESWTS OM IS COMPLETELY MANDATORY. 4. OPTIONAL CONQ ` IF MIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV LOCKS 1 1U, OR J MAY BE USED.AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTFRMAT7 SEE END OR 6 SHALL BE AS INDICATED ON NOTE(1)ABOVE CONNECTION— DETAILS ONv@- 4LOCATION OF LOCKS SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. '2 4 5 6 8 9. SHEETS 10, 13& 161�- FULL t • D QDRODR s �aR8I * APPLICATION W/ HV "T" LOCKS AND CENTERMATES: 4 OR OR 8 +5 oa 1.SECOND LT]{NATE TO ALAtttLtIORY n+O(TION ft Y iD ON Y FOR BY'T'LOCK f/I.AND CENTSWATES ft AND 0) oR O ® O o tI ONE ALTERNATE HV'T" LOCK in MAY BE INSTALLED IN LIEU.OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT 2 5 oR®a A OF CENTERMATES ANY ELEVATION.ALTERNATE LOCK©MAY'BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK INCLUDES USING "J''CUP @,AS SHOWN ON SECTION 15, SHEET 12,WHICH MUST BE CONNECTED TO CENTERMATES UNLIMITED WIOTrr @ AND @ W/ 1/4'0-20x1 S.S.M.S. INTO A 1/4'0 x 5/8-RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ or Q3�TOP AND BOTTOM IS MANDATORY, TYPICAL( ) H.V. BLADE #3 SHUTTER ELEVATION * APPLICATION W/ HD LOCKS & CENTERMATES: N.T.S. i.7HIRZAITFRTtiTE TCI N DATORY CONDITION i i YAUD FOR HD LOCK ja YLZ tx)HO CENIERMATs a OR U OR S££UM MONS OF USE FOR BLADE ON SHEET 18.� ONE AITERN0.7E HD LOCK MAYBE USED IN UEU OF OTHER LOCKS FOR Apry'SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF HO LOCK©TO�IS W/(3)J8 x 3/8"F.H.SS.M.S-,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTION 18,SHEET t2.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 'b ar IS COMPLETEUY OPnONAL ER A- FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone} Mi • 0 2015 EASTERN METAL SUPPLY,,INC. BERTHA HV'TM No ASA i7L77E:C=iu, AAMSA , Accordion.Shutter System KV.13[ADE0 W OR W/0 KV.W IIIW 1 B[AX TtLLIT TESTING & ENGINEERING COMPANY American Shufter Systems ,LEY.Na DESCRIPTION DATE DRAWN 9Y:MA, /it(}A 6353 N.W.S6U,SL,91e.3P3.VIRGINIA GAROM.FLORIDA 3716 Association, Inc_ 1 aD o-ao �,o�Gs DATE:of/1D/1s =tS'�''•..____..•-''_a�G 4268 Westroads Drive 2 N� Ph—;(3D5)871-1530.Fax:(305)871-153t DRAWING No a-mall:e8°a°oaalcom West Palm Beach, FL 33407 3-0008719 15-081 t94 ' %MTER A TILUT Jr.P.E 5 SHEET FLORIDA U.9 44167 P.E. SEAL/SIGNATURE/DATE 6 4 OF 18 (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSRNE A.S.D.DESIGN PRESSURE MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ff.) MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) TL�21!2i"MUM ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS W/ 1Q HV BLADE. A FOR INSTALLATIONS W/ O HV BLADE, A (2)FTiOCEDLRE To DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS DOP/BOTTOM)OR FLDOR/CFIuNG: POURED CONCRETE,CONCRETE BLOCK t FOR METAL STUD INSTALLATIONS ■ SCHEDULES. L NAS D•DEMON PRESSURE RATING,DETERMINE MAXIMUM SPAN'L+'FROM MAXIMUM AND WOOD INSTALLATIONS,! MAXIMUM GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE PAYING.DETERMINE MAXIMUM SPAN t ASD AS.4, FROM SCHEDULES. PRESSURE FLOOR I CEILING MIN.SEPARATION PRESSURE WALL MOUNTING FLOOR/CEILING MIN.SEPARATION WALL MOUNTING MOUNTING To GLASS FINN.MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN RATING MOUNTING 70 LASS RATING ,_,,._ (DSO BETWEEN 1+'AND 1-'. (*Or�1 L(FT) C(FT) �L(FT) L(FT) KNUCKLE LaCq (-Df-) L+(Fn L'(FT) - L(PT) C(FIT- KNUCKLE LOON (S)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN DETWEEN WALL CENMRMATE MOUNTINGS W/f190R/CERRW MOUNTINGS: 35 12'-T' IT-0" 17-T. 131-01, 4" 4 318" 64 T-0" 7'-0" - - 2 314" 4 118" FOR A GIVEN POSITIVE AS.D.DEMON PRESSURE RAYING: DETERMINE 40 11--10" 12'^3" - _91•-10" 12'-3" 4" 4 3I8" L,+-MAX SPAM FOR WALL MOmmRG INSTALLATIONS. 45 i1•-9" 1i'-'1 t" Ott'-9" 11'-11" A" 4318" 1.2"MAIL SPAN FOR FLOOR/CBUNG MOUNTING INSTAIUYIONS. 50 11--5- 11'-6" 111-51,5•' 111-6" 4" 4 318" 72 6'-T' 6'-7" - 2 374" 41/8" FOR A GIVEN NEGAITVL A.S.D.DESIGN PRESSURE RATING: DETERMINE: 55 IT-Al" 11•-4" 11'-4" I P-4' 4" 4316" U--MAX SPAN FOR WALL MOUNTING INSTALLATIONS. —'60 1 O-6" 10'-6' 1 D'-6" 1 D'-6" 4 4 316" U MAX SPAN FOR FLOOR/COUNC MOUNTING INSTALLATIONS, 65 B'-8" 8'-8" 8'-8" 8'-8" 4•' 4 318" r SEE SECTION 10 ON SHEET TOA FINN.MAXIMUM ALLOWABLE SPAN IS EQUAL m THE MINIMUM 80WEEN 11+•."L=+-, 70 8'-3" e'-W 8'-3" 8'-3" 31/81, 41/8"' Z1=AND 75 T-9" 71-9. T-9" T-9" 3118" 4 1/6" (4)GD TD ANCHOR SCHEDULE ON SHEETS 6&7 FOR CONCRETE AND BLOCK.SHEET 8 80 T-3" •T-3" T-3" 7'-3" 3 1/8" 4 tI6" FOR WOOD AND TO SECTION ON SHEET 10 FOR KEYSTONE MOUNTINGS AND SHAT LGA FOR METAL STUDS WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATNE A.S.D. 85 6--10- 6'-10' 6'-10" 6'-10" 3 118" 4 t/8" DEMON PRESSURE RATING TO OMUINE MAXIMUM ANCHOR W-ACING. 90 5'-7'• 5'-7" 6-7" 5'-1' 3118" 41/8' (5)MINIMUM SEPARATION 70 CLASS STALL.BE THE CNEATEST MEASURED FROM FAIRER 95 6-6" 5'-6" 6-6- 5•-63 118 4 118" REAR OF I(NUCNtrs OR MR OF LOCKS/OEFRERAMTES(As AFPUCA E3 m CLASS. 5.-&, 5--5" 5'-5" 8' 4 118" 105 5-r' s-z" .5•-2" - s'-r 3�%$" 4118" MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) FOR INSTALLATIONS W/Q & @♦ HV BLADES. A A JRffA�ION UF-QE APPLICABLE FOR C13 NV AND a HV BLADFS UBSTRATES CONCRETE& METAL STUD WOOD •f'EXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR-L-'AND MAXIMUM POURED CONCRETE.CONCRETE BLOCK MOUNTINGS MASONRY A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE MAXIMUM AND WOOD INSTALLATIONS A.&D. 1, 2, 3, LING 3W, 4W OR CONCRETE BLOCK SHALL DE i-IMITED AS FOLLOWS, PRESSOR FLOOR/CETUNG MIN.SEPARATION WALL 4, 5 & 9 t0 7W, 9W & low I-CONNECTIONS T11 KEYSTONE MOUNTING LIMITED TO+64,-72 p.S.F. RATING WALLMOUNTING MOUNTING TO GLASS AND 7'-G'SPAN,SEE SECTION 9 ON SHEET I& (Ps4 '- 2W, 3W 6W (»4t) I(FT) 1:(FT) LT(PT)T1(FT) KNUCKLEGT3rT .u- FLOOR/CEIUNG 6, 7 & 8 _-- & 8W 55 9'-6" 9-6" 91-6" 9'-6' 3112" 3318" EXCEPT THAT MAXIMUM SHUTTER SPAN -L+- OR-"L-- B-118'-11" 3 1/2" 33!8" AND MAXIMUM A.S.D. DESIGN'PRESSURE RATING FOR wSEE UM ATIONS OF USE FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: BLADE 80N SHEET TB. 1- CONNECTIONS TO PLYWOOD LIMITED TO t62 p.s.f. AND W-11" SPAN, SEE SECTION 5W ON SHEET 14, 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO X62 p.s.f. AND 8'-O" SPAN. SEE SECTION 2W ON SHEET 14. ' FLORIDA BUILDING CODE (High Velocity Hurricane Zone AL1 / ©2015 EASTERN METAL SUPPLY, INC. `�'c'En�sFC.��= BERTHA HV` il. E C o �N�. , , Accordion Shutter System kv BLADE 0 W/OR w O RV WINDOW MADE JA v Amerlccn Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:M.L. TILLIT TESTING & ENGINEERING COMPANY F pF L Association, Inc. , XL IJ 0 .!Gans DATE-.04/10/15 051 N.W.JOA.St.5)51-.JOS. .F. GAR0O15,RORER JJtb 4268 Westroods Drive z _ tL Phano;(JOS}87T-ISJO.Fox:(305)877-1531 DRAWING No n�T p�L yY� r -mou:uR«oDum.Onm West palm Beach, FL 33407 J -srlv�AL G�v\ ''• wN.TER a 7100071UY Jr.P.£ 15-081 4 FLORIDA U..1 44167 S SHEET P.E. SEAL/Si,IOAMKODATE 6 5 OF 18 *SPECIFICATIONS ON ANCHOR REQUIREMENTS, POURED CONCRETE OR CONCRETE BLOCK 521185TRATE+ vrta+W/AD&M III VNBW tram cr MAXIMUM ANCHOR * SPACING (In) SCHEDULE E FOR A GIVEN MAX SHUTTER I.ANCHORS TO WALL SHALL.BE AS FCU M%lR AM POINTS S0u0-ser SPAN. ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING (A) TO EXISTING POURED CONCRETE: ewE rAP wnN cAP Ml�I1NTMC TYPE FOR CONCRETE INST•AI I AT10NS -1/4'0 TAPOON W/ADVANCED1L1REnDFDRLI TECHNO If,AS MANUFACTURED BY LT W.BWIDEX.(Min.tc-3 Iw) TrrPaa+ ^1/410 x 3/4'AL FMS SOUD-SET ANCHORS AS DISTRIBUTED OY AL POINTS SCIEW.BOLT At SPECIALTY COMPANY,(W.I'c=3-A) (SEE MOUNTINGS 1, 2, 3, 4&5 ON 5FIEET 9) -i/4"0 BLUE TPP CONCRETE ANCHORS WOW QW,AS MANUFAMRED BY FLORID`FASTE24ERS DIRECT.INC,(Nin.rc-2 - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED IN POWERS FASTENERS,INC.(Min.rc-3 W),AND DISTRIBUTED BY ALL FONTS SCREW.DOLT&WVC fY OOMPAW OR POURED CONCRETE ANY Mal APPROVED UCENSM OR AUTHORIZED VENDOR REGISTERED W/THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 1 do 2�WALL MOUNr1TI;�NGS 3 & 4 WALL MOUNTING 5 WALL SILL MOUNTING NOTES.` MAx(umV W/ ( •fl e7 W/©+(3)5 W/(�+© ). / /. /. srAA(n) ('At M 11 I'll, ENI'114.0 POURED CONCRETE OF TAPCON W ADVANCED THAFJ,pFDRM 7F37HNOLOLY PND TAPER+ANCHORS IS 1 3 4,AND 1 1 2 FOR BLUE TAP _ ASD.OM.N NEGONE LOM(p10 ASA.OE9GN N_E.M LGM("l) &S.D.Do"NEOGN(Toro(p=H ry"n CAP ANC1i0R5. 30 40 50 60 7U 80 90 100 !7U 30 40 50 60 tUO 90 700 110 JO 40 50 60 70 80 40 100 110 �),MAUAUM EMBEDMENT OF 1/4'0x 3/4•ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'IMO THE POURED CONCRETE NO EMBEDMEM INTO SfUL'C ID SHALL BE 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 PERMITIE D.1/4'0-20 S5.MACHINE SCREW USED SNA L BE 1 1/2-LONG MIMMUM SHOUiD STUCCO EXISC,AND 1'6UNIMUM FOR WAXIS WITH NO STUCCO. NG OR LESS 9 9 9 9 9 9 9 9 9 9_ 9 999999999A3)IN CASE THAT E HAIR f SRCTU E BEHI P CONCRETE PANELS.PAVN2S OR ANY VENEER 8E fDUNO ON T}tE TES&1 WALL ) Fl.oOR,ANCHORS SHALATIO BE MM9 9 9 99 9 4 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 ENOUGH TO R R WI THEM E L STUDSRE BRAND SAIITH WALL FINISHES.ANCHORAGE ENDO OE AS INOCATEDLLA ON NOTES OFS&A2)IAL ST`FOR EE SH ET 10.ON NNYL SIDING WRH tlR WTMOUT METAL SU05 OR BFS WffH WDDO STUDS CONSULT DUS ENGINEEi.FOR INSfMLADONS Wf0 EFS WIRN METAL SNpS SEE SHEET 10.9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 4'-•0' - - - - - - - - - - - - - - - - - - - - - - - - (B) TO EXISTING ASM C-90 CONCRETE BLOCK WAIL:9 9 9 9 9 9 9 8 6 9 9 9 9 9 9 9 9 9 9 9 9 5 9 8 9 -1/4.0 TAPCON W/ADVANCED iIIRFADFORM 11T 411011 Y ANaNORS,AS MANUFACTUREDBY I.T.W.BUIIDEX 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 -i fA'0 x 3/4'AL POINTS SOUR-SET ANCHORS AS DfSMMffM BY ALL POINTS SCREW BOLT&,SPEOAS.TY COAPANT. 9 9 9 9 9 9 9 7,5 6 9 9 9 9 9 9 9 4 9 9 9 9 4 9 4 9 9 9 -'1/4'0 BLUE TAP CONCRETE ANCHORS DTVI OAP.AS MAUFACRIRED BY FLORIN FASTENERS DIRECT,INC. 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FA-104M INC..AND DISTRIBUTED BY ALL FONTS SMM.DOLT&SPECIALTY CQf PMY OR ANY OTHER APPROVED 5'-0- - - - - - UcEN5ED OR AURIORI7ETI VENDOR REGISTERED WJ THE AMERICAN SHN'TER SYSTEMS ASSOCIATION,INC. 9 9 9 9 9 8 5.5 4.5 J.$ 9 9 9 9 9 9 9 9 9 4 9 9 9 4 4 9 9 9 NOTES: 9 9 9 9 9 9 8.5 7 5.5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8.1)MINIMUM EMBLDMENT'.INCONCRETE BLOCK CONCRBLACK OF TAPOON W/ADVANCED THRFADFORM TEONOLOGY ANCHOR IS 1,AND 1 1/+-FOR TAPPER+AND BLUE TAP WITH CPP 9 9 3 9 9 8.5 6.5 5 9 4 -94-9 9 9 9 _9 - 9 9 9 9 9 9 9 9 - ANCHORS 9 1:1- _ 9 9 (i5 4.5 4 3 - 9 9 9 9 9 9 9- 9 - 9 9 9 9 9 9 9 9 - B.2)MINIMUM E48EOMEM OF 1/4'0 x 3/4'ALL POINTS SWD-SET ANCHORS SHALL BE ENTIRELY FNBEODED INTO THE CONCRETE BLOCK.NO EMOEDNENF INTO STUCCO 9 9 9 9 9 7.5 55 4.5 - 9 9 9 9 9 9 9 9 9 9 9 9 9 4 9 9 SNAIL BE PERDARED.7f4'0-20 SS.MACHINE SCREW USED SI4NL BE 1 1/Y IDNC MINIMUM SHOVED STUCCO Ewsf,AMID 1"MIWINN FOR WALLS WITH NO STUCCO, 4 9 9 9 8 6 4.5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PM'ELS,PAVERS OR ART VENEER BF.FOUND ON THE ENSRNG WALL OR FLOOR,ANCHORS SFNLL BE LONG 7•-O' - _ ,.. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ENOUGH TO ttEKFt THE MAN STRUCTURE BEHIND SAID WALL FtNL4tiES ANCHORAGE SHALL!E AS INOtGllED ON N0T6 61)&82)AD(NE.FOR IN5TP1lARONS ON VINYL 4 9 4 6.5 4.5 3.5 3S 9 9 9 9 9 9 9 _ B 9 9 9 9 9 4 SIDING WITH OR WITHOUT METAL STUDS OR EIFS WITH WOOD STUDS CONSULT THIS ETNCTNEEER.FOR DNSTALLADONS INTO UFS WITH METAL SWIMS SEE SHEET'TO. 9 9 9 9 7 5.5 4 - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 9 9 - (C) ANCHORS SHALL BE INSTALLED FOLLGWTNC ALL OF DE RECOMMENDATIONS AND SPECnCAMONS Or THE ANCRDR'S WMUFALTIRE'R 9 9 9 8.5 6 4.5 9 9 9 9 9 9 9 9 9 9 9 9 - 8'-o' _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING REIAlDN51AP FOR ANCHORS. 9 9 8 4.5 3.5 - - 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - FD DISTANCE VERSUS SPACING SCWEOU(„F FOR ANCHORS• 9 9 9 7.5 5.5 4 9 9 9 9 9 9 - .__ 9 9 9 9 9 9 - - MAxIHUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FON E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING BY MUL11KYING 9 9 9 _6.6 4.5 - - - - 9 9 9 9 9 9 9 9 9 9 - SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS.REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS'DIAN MINIMUM SPICING INDICATED 4•_O- _ ._ _ _ _ _ _ _ _ -. _ _ _ - - - - - - - - - - FOR EACH ANCHOR TYPE. 9 9 5.5 3.5 - 9 9 9 9 9 - - _ 9 9 9 9 9 - - FACTOR 9 9 8.5 5.5 4 - - - 9 9 .9 9 9 - - - 9 9 '9 9 9 - - - TAPCO14 WITH ADVANCED THREADFORM TECH. TAPPER + �9� 9 7,5 5 4 - 9 9 9 9 9 - - - - 9 9 9 9 9 - - EDGE ALL POINTS SCUD SET BINE TAP W(Di CAP MIN.SPACING - - - - - - - - DICTANCE 3' 4• MIN.SPACING- 3 1/2- MIN.SPACING 3' 3 3/4- 4- 11,9; j - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - ED. POURED CONCRETE CONCRETE ELOCK POURED CONCRETE& POURED CONCRETE& F IftfD Q7ATCESE S 9 7 4.5 - - - - 9 9 9 9 4 - - - 9 9 9 9 9 - - - - CONCRETE BLOCK CONCRETE BLOCK 9 9 6 4:5 3.5 - - 9 9 9 9 9 - - 9 9 9 9 '9 - - LUN.E0.=3 1/Z' MN.E4.2 1/2' MN,ED.=3 1 2- Mk E4*3' AEN 31/! MIN.E0. 2 I/2' - - -- - - - - - - - - ^ - - - - - - - - 31 0.90 1.0 OJH 1.0 0.84 to 9 6 3.5 - 9- 9 9 9 9 9 9 9 9 9 - - 2 1/2• 0.81 1.0 - - M67 1.0 9 9 5.5 4 - - - - - 9 9 9 9 9 - - _ 9 9 9 9 9 y" 0,71 _ - 0.51 - 9 8.5 5 3.5 - - - - - 9 9 9 9 - - - - 9 4 9 9 - - - - - 1 3/4• 0.91 - - - 0.43 - 12'-0- - - - - - - - _ _ - _ _ _ _ _ _ - - _ _ 1 1/2' _ 0,35 1 - 9 4.5 J 9 9 9 9 9 9 9 9 9 7.5 4.5 - - - - - 9 9 9 9 - - - - 9 9 9 9 - - - - - s 7 - - _ _ _ _ 9 9 _ _ _ 9 9 - _ _ _ _ - 1 HV BLADE 3 OR HHV BLADE 3 W SEE LIMITATIONS OF USE FOR BLADE 1A 4 9 - - - - - - - 9 9 - _- - _ 1 HV WINDOW BLADE WORKING IN UNISON♦ ON StiEET 18. 9 6 9 9 9 9 j47AA+'AEA""�., FLORIDA BUILDING CODE (High Velocity Hurricane tone ,1 /,.•-. ©2015 EkSMRN METAL SUPPLY,INC. a,�++ V BERTHA HV"" A�S.S,A. Accordion Shatter System H.V.BLADE 0 W/OR W/0 KV.NANDCM BLADE TIWT TESTING dE ENGINEERING COMPANY " merican Shatter Systems REV.Np DESCIOPTWN DATE DRAWN BY:M.L Association, Inc. , DR a wD .,,AA,: DATE-04/10/15 = `.- .355 N.W.301h.St..51e 303.VIRGINIA OMDENS,FLORIDAFLORM 3316 _ Phan. (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No s '�� -,naD:IRLawaam,c0m West PaIM Beach, FL 33407 5 AA WALL EBAOTIOLLO1Jr.Pie 4 15-081 ' FLORIDA Uc.111 44167 s SHEET P.E. SEAL%SIGNATURE/DATE 6 6 OF 18 AMMIUM I FDEN" HV BLADE #3 OR C1�HV BLADE 3 Wf 1A HV WINDOW BLADE WORKING IN UNISON +SEE u11RATI G T>+mlwj nowrsD neaxeau l¢x'aDUT SEE ANCHOR USE FOR BRFDE to SPECIFICATIONS sxEEt 1a. ALL PO4WS SWO-SLT MAXIMUM A + U FOR � R SPA R ON SWEET 6 CORRESPONDING MOUNTING TYPE,FOR CONCgEFE OR rnNCREM S OCK INSTALLATIONS ' (SEE MOUNTINGS 1 THRU 8, SEE SHEETS 9& 10) CONCRETE BLOCK POURED CONCRETE (j)&(9)WALL.MOUNTINGS 1 & 2 WALL MOUNRNGS & 4 WALE MOUNTING WALL SILL MOUNTING ®FLOOR MOUNnNG 0 CEILING MOUNTING 8 FLOOR MOUNTING �m n) w a OR w/®. w/®+p w/0+0 w a w W/O+Q Aso.ocsA11 NLamE Lan tp6) Asn,emw KSw LAID tv.0 Asn.omen x ITK Lam two ASD.pt c w.1w Lan(LA0 ASA ramex NEOAir.£Lae f.0 Asn DEwm xMQK LOAD(w0 iso.oma+x IK Lao(Fd) JO 40 50 60 70 00 90 17p JO 40 50 60 70 80 90 110 JO 40 50 60 TO 80 90 110 JO 40 SD SD 7D 80 90 110 30 40 50 6D 70 80 g0 110 JO 40 SO 60 70 80 1.901 110 JO 1 4050 60 70 BO 90 110 9 9 H 9 9 8 9 6 9 9 9 9 9 9 9 B_ 9 g 9 9 9 9 9 B.5 9 9 9 9 9 9 9 8.$ 9 9 9 9 9 9 9 9,19 9 8 9 4 3 4 9 3 4 9 9 9 9 9 9 J-0' _ _ _ _ _ _ ,_ _ - _ _ _ - _ _ 9 9 4 9 9 3 9 9 4 9 9 9 4 9 9 9 OR CESS 9 9 9 9 9 4 9 9 9 9 9 9 9 4 9 9 9 9 9 9 9 4 9 9 9 9 9 9 9 9 9 9 4 y 9 9 4 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0 9 9 9 9 9 9 4 9 9 9 9 9 9 4 9 9 9 9 9 9 9 9 9 9 9 4 9 4 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 g 9 9 9 9 8 1 4 - 1 9 9 4 3 9 4 5 - 9 9 9 4 9 8.5 7.5 S 9 9 3 1 9 1 9 1B.5 7.5 6 9 9 9 9 9 9 9 1 9 1 4 1 9 9 9 9 9 9 B 9 9 9 9 9 9 8 9 4•-O- - - - _ - _ _ _ _ _ _ ., _ _ _ _ _ _ _ _ _ .. _ _ - _ _ _ _ - _ _ 9 9 9 9 9 9 9 9 - - - - - - - I- 9 9 9 9 9 g 9 9 3 3 9 9 9 9 55 3 9 3 9 3 9 4 6,5 3 9 9 9 9 9 99 BS 9 9 9 9 9 19 9 B.5 9 8 9 9 9 9 9 9 9 9 9 4 9 9 9 9 9 9 9 9 4 9 9 9 9 9 1 9 1 9 9 9 9 9 7 - 9 9 9 9 9 9 D B 9 9 9 1 9 1 9 19 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 4.5 - - - 3 9 9 3 6 J.5 •- - 9 g 9 9 B 7 6 5 9 9 9 g 8 7 6 5 9 9 9 9 8 9 9 9 9 5'-0^ - - - - - - - - - - - - _ _ - _ _ _ _ _ ., _ _ _ -• - 9 9 9 9 9 9 9 9 9 9 9 9 4 4 9 aS - 9 9 9 9 7 4 3 - 9 9 9 9 9 9 8 6.5 9 9 9 g' g 9 8 6.5 9 9 9 9 9 4 1.9 9 9 9 3 9 4 9 &5 7 9 9 8 9 8.5 75 6.5 5S 9 9 9 9 9 9 9 4 9 9 9 9 a 4.5 - - 9 9 9 9 9 9 9 6 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 8 3 9 3 9 9 4 4 8.5 8 8 9 9 9 9 la.51 7 9 9 9 1 4 - - - - 9 9 9 B.5 7.5 6_0• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 9 9 9 9 9 9 9 g 9 g 9 9 &5 - 9 9 9 5.5 J - - - 9 9 9 6,5 J.5 - - g g 9 g 9 7.5 7 9 9 9 4 9 7.5 7 - 9 9 9 9 9 9 9 - 9 9 9 9 9 8 7 - 9 9 9 8,5 7 6 SS g 9 9 9 9 8 4 - 9 9 9 7 +.3 - - - 9 9 9 4 99_ 8 - 4 4 4 3 9 9 d - 9 9 9 9 8 9 9 - 9 9 9 9 9 9 &5 - 9 9 9 9 9 8 7 9 9 4.5 - - - - - 9 9 6 J - 9 9 9 8 5,5 5 4.5 - 4 9 B 6.5 5.5 5 4.5 - 9 9 9 9 9 9 9 8 9 9 9 9 g 8 9 y g 9 8.5 7.5 &5 7•_0 9 9 9 9 9 9 9 8.5 7.5 9 9 9 9 9 9 9 9 9 8 7` 8 9 9 8.5 T 6 5.5 4.5 - 9 9 9 3 7 - - 4 4 7.5 4 - - -•4 9 9 9 9 B 7 - 9 9 9 9 9 8 7 - 9 9 9 9 8 9 9 9 9 9 9 9 8 7.5 - 8 9 9 9 7S S.5 6 9 18-51 7 5.51 5 4 - 9 8 9 9 9 9 1- 1 99 1 9 1 9 1 9 1 8 1 - 8•_0^ _ _ _ _ 9 9 9 8 9 8 T.5 ^ 5.5 - 9 9 9 7.5 6.5 5.5 - - g 9 y 9 9 9 - 9 9 9 8 7 6 9 9 7.5 6 5S 4.5 - 9 - - 9 9 9 9 8 7 - - 9 9 9 9 9 3 .9 4 8 9 0 7 8 9 . 9 IZ5 1& 1 5 14.51- - - 9 9 9 4 9 - 1- 1- 1 9 1 9 9 9 8 8 9 4 - g•_0^ _ _ _ 9 - - 9 9 B 8.5 Z5 - 9 9 8 7 6 - - 8 9 9 9 9 - - - 9 9 8 7 6 9 e9 9 9 g 4 - - - - 3 7 - - - _ _ 9 9. 9 a 7 - - - 9 9 9 B 7 - - - 9 9 g 9 9 - - 9 9- 9 8.5 7.5 - - - 9 9 &5 7 fi 8 - _ - 1- - 9 as 1- - - - - - 9 8,5 7 5.5 1 4 - - - 4 7 S,5 4S 4 - - - 9 9 9 9 9 - - 9 9 9 8.5 7 - - 8 9 8.5 _ 9 9 9 1 9 9 _ _ _ _ _ - _ 9 9 9 8 6.5 4 4 - - - - - - 3 J 9 7.5' 6 5 - - - 9 8 9 9 9 - - 9 9 B.5 6.5 5.5 - - - 9 9 9 6 - 9 4,5. - - - - - - 9 y 9 7.5 6.5 - - 9 9 9 7.5 6.5 - - - 9 8 9 9 8 - - g 9 9 T.S 6.5 - 9 6.5 - - - - - 8 - - - - - 9 a 6 5 - - - 0.5 6 5 4 - - - 9 9-1 9 1 9 1 9 1- - - 9 9 9 7.5 6.5 - - - 9 1 9 17.518,5 _ _ ,_ 4 9 - 9 9 &5 9 J - - - - - - 9 9 - - - - 9 8,5 6.5 5.5 4.5 - 9- 8.5 6.5 5.5 45 - - - 9 9 9 9 1.9 - - - 9 9 7 6 5 9 7 5.5 7 9 4 - - - - - 7 - - - _ - -9 9 9 6.5 5 - - - 9 9 8 16-515-51- - - 9 9 9 9 9 - - - 9 9 8,5 7 6 - _ - 9 1&51.7 - 1 - - - 5 - - - - 9 7 5.5 4.5 - - - - ZS 15.5 14.5 1- I- I- I- - 9 1 9 1 9 1 9 1- I- I- 9 1 4 .5.1 7 - 12'-0' 9 9 9 9 - - - 7.5 6 5 9 9 9 - - - 9 9 S.5 5.5 9 8 - - - - - 9 - - - - _ - 'g 9 9 9 9 9 9 8 7.5 } - __ - _ _ - - IJ'-0' _ _ _ _ - - - - - _ _ _ _ _ _ _ _ _ _ _ _ 9 g _ g T _ _ _ _ g 7 _ _ _ _ _ g g _ a7 _ _ FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1It 4r V4/�_ ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVM - LE� � ,- ANVONS■ p ■ Accordion Shutter System H.V. MAX#3 w/OR W/0 H.V.WINDOW BLADE 0 -o 443 s- American Shutter Systems xLv.x, BnOx LTL:R.L %y:n•f } TILLIT TESTING & ENGINEERING COMPANY [9BRIPBATE DRAWN �O•./C' Or ;' 35W.SL.SW.M.MRMk CMOQJS,FLOE"331 Association, Inc. 1 ai0 u-Wo 4111115 DATE:09/10/15 _ tI r Ph.-:(305)871-1530,Fax:(305)871-1531 4268 westrO0dS Drive y `r 9' 6 70A., B:tnteeoeum.eom DRAWING No ••• .� rrwest Palm Beach, FL 33407 3 � ��yry�} FB-OOpe719 15-081 '•' •• L 1E Ft FFii WALTER A 71U ff Jr.P.E. 4 P.E. SEA/4(!19A11�T2E/DATE FLORIDA U`'B 44167 5 SHED 6 7 OF 18 MAXIMILIM ANCHOR4- SPACING (in.) SCHEDULE FOR A' GIVEN MAX. 5HUTTER SPAN, &S.D. DESIGN NEGATIVE PRESSURE IRATING AND A CORRESPONDING ,COUNTING TYPE. - (SEE MOUNTINGS ON SHEErS 14& 15). ' SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX DOUGLAS FIR W/-MIN. G=0.50 W1 MIN. G=0.43 W1 MIN, G=0.36 PLYWOOD MAXIMVM Sp.w CEILING MOUNT 3W �AU MOUNTINGS CEILING MOUNT 3w WALL MOUNTINGS CEILING MOUNT 3W WALL WALL MOUNTINGS FLOOR MDUNTINGSFLOOR MOUNTINGS MOUNTING IW, 4W, 7W, 9W & 1OW FLOOR MOUNTINGS 1W. 4W, 7W, 9W & l0k` 1W, 4W, 7W. 9W & 1OW 6W & 8W 6W & 8W 6W & 8W 5W A.S.O.DC%N NECAM UIAD(W) A.S.B.VMoN NECAAW UMB(P-0 "D.DESIGN K(ATNE LOAD(pat) ASM.DESS n6mz:LW C-4) X5.0.DESIGN NIMAT14 LOAD(PAF) ASA DOM WATW LOAD M caummmu"I.4 50 60 40 50 60' 70 80 9;,100 110 30 40150162. 30 40 So GO 70 80 1 90 1100 110 AD 40 50 60 �o . -To-lI,-I30 40 50 60170180190 100110 BID so 11001110 30 40' 76 180 190 11001110 30 3*-0*OR LESS9 9 S. 9 9 9 _9_ 9 9 9 8 7 6.516 19 9 9 9 9 9 9 _9_ 9 9 9 1 9 9 1 8 7 6 15-515 9 9 9 9 9 91 9 19 9 9 9 7.515-515-51 5 4.5±_ 9 9 9 9 4'-G' 9 9 9 9 9 9 9 9 a 9 9 Q -7- 6 5.5 5 4.5 9 T__9 7--T_9 9 9 9 9 9 8.5 7 6 5 4.51 4 13.5 9 Q _9 8 54 .3 4 9 8.5 7 5.5 5 4 ,5 3.5 .3 9 9 -9 -T_T V ;.5 1 8 ��S 1:-4 9 9 9 5.5 4 3 2.5 9 7 5.5 L5 4 15 3 2.5 2.5 9 9 S.-a- 3.519 g .9 _L 9 8 9 a a 9 11.5 6.55.5±5 4 4.5 '3 3 9_ V-0, -T T--9 -IT-9 a 5 4 a 6,55,5 44 4 3�5 3 rg- 9 9 6.5 4-5 9 a - 9 7 5.5 4.3 4 3.5 3 2.d5 Y 9 9 8 4.5 3 2.5 - - 7.5 5.5-4.5 3.5 3 8 2.5 2 - 9 9 9 4.5 �__5 9 ------- 9 T5__-3-j_5 _5 3 4 3, 24 2.5 - - - 9 9 645 2.5 -T-9--9 9 _6 4-5 9 7 5.5 4._6 9 9 4.!5 3.5 - - - 8 6 4.5 4 3.5 3 - 9 *9 - 8 6 5 4 ---- T 9 -T 9__9 �E_5�_5�_5 2-5 9 9 8 0 3.5 2.5 - - - 7 � 4. TS i - 8 5.5 3 2.5 - 5.5 4 3.5 2. 2 2 - - 9 9 3.5 2 - _T 5 3 2�5 zz 3-.5 Ti-T-T - - - 9 44 2 - 10'-O" 3.5 - - G.5j 4 3 2.5 - _9-_9T-b-T . 5.5 4 3 2.5 2.5 - - - - -- ------- 1�._- - - - 2.5 - - - 11'-0" I O*_ - 65 514 3 - _97 8=4 235 1 _I E - - - 4. 9 19 1 5.5 4 3 2.5 i3 5 ZL5 '15 9 4 5 2 9 9 4. 6 L-5 . 1�4 =t4T 2 Did 9 �,5 - 9 6 3wS - 5 3.5 3_ 4.5 3.5 12 �231 5-5 3 - - 9 4� 12.5, 9 3.5 E�3,__C 1 5 3.5 3 - +NOTES ON ANCHORS-REQUIREMENTS- 1NOOD SUBST_BATFS 1.ANCHORS TO WALL,FLOOR OR SOLD WOOD SOFFIT.SHALL BE AS FOLLOWS: - 1/4-0 TAPCON W/ADvANCED THREADFORM TECHNOLOGY"ANCHORS.AS MANUFACTURED By I.T.W. suiLDEx wl&Jimmum PENETRATION OF THREADED AREA AS INDICATED AT EACH SECTION ON SHEETS 14'&'15. HV BLADE R HV BLADE EXCEPTION:SEE NOTE 2 BELOW. 2:ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 2W,SHEET,14 AND IN UNISON .. S14AU..CgNSIST OF LAG'SCREWS AS PER NDS 2012 SPECIFICATIONS. HV WINDOW BLADE #3 WORKING Z%SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ,SOUTHERN PINE No.2'.W/G-0.55(N.0,5) -DOUGLAS FIR W/C-0.50(N.D.S.) +SEEOF USE FOR -SPRUCE PINE FIR No"W1 G 0.43(N.D.S.) 8LADEUPTOON"SSHEET is. SPRUCE PINE FIR SOUTH W1 G:0.36(N.D.S.) -MIN. I/2'COX PLYWOOD(1986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS PER NOS 2005 FLORIDA BUILDING CODE (}sign Velocity Hurricane Zone', 2015 EASTERN METAL SUPPLY.INC. ............F�T% M V,- BERTHA HVT J q'q .- A.S.S.A2 Accordion Shutter System E [tv. RAoE W/amz OR Wj0 H.Y.WINDOW RADE#3 American Shutter Systems REV. PATE DESCRIPTION DRAWN BY.ILL -0 TtLUT TESTING & ENGINEERING COMPANY Association. Inc.. 1 .0 I-V qw/,E DATE:-04/10/15 SIA OF -',A�- OW N.W.3811,SL,St,.305,MRGINIA WOWS.FLORIDA 331 T C3All Ph- (305�q7l-!530.Pa.1(305)871-15,31 4268 Westroods Drive 2. DRAWING No .I] Bit- West eolM EleoCh. FL 33407 3 ..........I X* 6- 6719 4 15-081 70NAL WALTER A.TILUT J,P.E. 5 SHEET FLORIDA Uc.P 44167 P.E. SEA[73[GNATURE/DATE 6 8 OF 18 POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6&7) OR CONCRETE BLOCH WALL REQUIRED EXISTING WALL REQUIRED GLASS CONCRETE ANCHORS 1/40-2Ox3/4"S.S.BOLTS W/ (SEE SCHEDULE ON SHEETS 6&7) UT&WASHER 0 9'D.C. WIN.Ittt. SEPARAMSCON TO (SEE HEDULei— ON SMELT 5) 1/2 3 E.D E.D.* • E.D. jr MIN.SEPARATION TO 1 NYLON COVER LASS(S SCHEDU 5 N.SID'AIIAMN 10 ON EE SMELT 51. I/ro.3/4' fTW F.H.'L S.D.S.S SEE S.M�ON=Ti VO '_0" �1 DR EXISTING BUILDER TEK SCREW 0 9'O.C. ANCHORS EXISTING GLASS— 'CONCRETE GLASS— POURED CONCRETE OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6&7) WALL REQUIRED WALL'MOUNTING INSTALLATION O3 V4A(L MOUNTING INSTALLATION WALL MOUNTING INSTALLATION EXISTING SEXISTING MIN.so-AI(xim To CLAS -E GLASS Sw—ON- —GLASS(SEE SCHEDVLES�- .0 SEpAM.ON 10 MASS _IXASS'. .,.u.-- ON-Err 5) f. _0 $Y-- ON sMax Q) EXISTING GLASS 4' j 5 EDGE Of— SLAB IF EDGE OF SLAS IF MH. APPLICABLE APIUGAOL& or or 1/4'0-2O.3/4'S3. BOLTS W1 POURED NUT&WASHER 0 9'D.C. CONCRETE ANCHORS REQUIRED —E.D.- (SEE SCHEDULE ON SHEETS 6&7) POURED CONCRETE CONCRETE ANCHORS OR CONCRETESCHANCHORS EDULE ON SHEET POUCONCRErE BLOCK WALL-REQUIREDRED 1O.__,C_AETr� OR- U (S —1. EE(SEE SCHEDULE ON SHEETS 6&7) T 7) N WALL REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (g) F1_00R MOUNTING INSTALLATION: NOTE FOR COMBINATION Of SECTIONS FE.D. -EDGE DISTANCE I-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY (SEE NOTES&SCHEDULE ON SHEET J) INSTALLATION DETAILS 2- MOUNTING SEC71ONS CAN BE COMBINED SEE.LIMITATIONS OF USE FOR I IN ANY WAY TO SUIT ANY INSTALLATION. BLADE(A014 SHEET 18. SCALE 3/8"=1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone offRA " 712015 EASTERN METAL SUPPLY,INC. , '-, BERTHA HVm Accordion Shutter Systera =SwS,Aw H.V. W/am N.V. NDOW a"j" I ILV- DRAWN BY.M,L z American Shutter Systems REV.ftl G�ESCRIFTIBTN DATE I TILLIT TESTING & ENGINEERING COMPANY Association, Inc'. I DATE.04/10/15 6355 N�W.36 St,Sje.305.VRGtNIA"ROINS.R_DRMA 33161 (305)871-153D.F..:(305)ff7l-1531 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 3 4 15-081 A:Lp MLUT J`P-E 5 SHEESHEETFLORIDA Lic. 44167 P.EDATE 6 9 OF 18 CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 7) REQUIRED .-."1 EDGE OF CONCRETC,ANCHORS(EXCEPT •—SLAB IfALL POINTS SOUP SET)0 6• %'E P•�•�'^�� APPLICABLE ,.7. O.C.(SEE NOTE f ON SHEET 5 ••1'' `;� POURED CONCRETE OR •" ••, "''�' : FOR tJMR'AMONS) ..'•j CEO».•' CONCRETE BLOCK _ + 4 1 "b-20x3 REQUIRED `_.....-.•'_.._._'. / /4•S.S. E S USING CHINE SCREW •+ i• •�' :;�.: f 1/2, 5 t/4"-20 NUTS 0 12 D.C. Z 'f... '• '•.. .: _ t-1/4,MAX. ,''+':',,.:•:•.� ...�..1 3.OQ•' . EXISTING ...�� MIN.E.U.;`', 2 _.F 1/4`MAX. WN.5lyNttl10N I i 1 i�• !: ..} _ ON SnEET 3)' 1 OR i i i v GAG i a i; MIN.SWMNnON I ._._.. T orr'ros ;ra 1,7} CEILING MOUNTING INSTALLATION EXISTING N SNIT 5) 1/4-0 0.sutuoE(TAPCON w/ADVANCED THREADFURM I i IMAX, un.s[P.nnnuN• I I I TECHNOLOGY OR,1/4'O POWERS FASTENERS TAPPER+ I PNCfiOf$W/1 3/4"MIN,EMBEDMENT 0 6'O.C.FOR ON Auer s) i ,O @+ UP TO 6'-0•SPAN AND 4"O.C..FOR SPANS LARGER 4 7HwV'e'-0'UP TO 7-6`MAX'APPLY SEALANT AT EXISTING i EVER FASLENER HEAD(TEP.)(SEE NOTE t ON SHEET 5 5 . GLASS ! I 1/4•MAX. FOR MITAMU 1/2• . {1 CONT.SEALANT 'I I R10n3/4•HEX WASHER HEAD TEK SCREWS 0 S`D.C. 'I'� MAX. ALTERNATE 7NTERtOR s/e "•: ANCHOR LOCATION /N' EXTERIOR CONCRETE ANCHORS •�'„'"' �1/4"P-20x3/4'SS MS ® 7 (SEE SCHEDULE ON SHEET 7) _i; USING 1 0..1,C.0-20 NUTS '• :, •, U NG12' . EDGE a •t',:`!•ift .E . 1 1 .t - `~. EXISTING NON STRUCTURAL tj2 *' .. . . ->;.56LAB I £OCE OF MIN00• WALL TRIM(DECORATIVE APPLICABLE SLAB IF •'`'• .i.D00r` E.Q. '�T'; SILL) APPLICABLE` ,MIN; POURED RE,. P UUIREUREI)D CONCRETE CONIC REQUIRED D.• 0.'t :rt: Q FLOOR MOUNTING INSTALLATION 0 D NOTE THIS INSTALLATION SHALL BE REMOVABLE ® KEYSTONE MOUNTING .INSTALLATION .WHEN PERFORMED ADJACENT TO AN F�END%E& NCE MMAXIMUM AXIMUM A.S.D.SHUTDESIG NPRESSURE+64,-72 psT OPERABLE EXIT OR ENTRANCE HEDULE ONISHEET 7 NOTF FOR C.OMRIHaTtON OF SfCT10NS; + SE EMffAOINNSHOr USE FOR INSTALLATION DETAILS �(CONTINUED) 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY SCALE 3/5"--f' 2-MOUNTING SECTIONS CAN BE COMBINED / IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (High Velocity.Hurricane Zone a13,EN r'','- 0 2015 RTHAEASTERN METAL SH'Vf 1 iLE C ® 1mc. \ A Accordion Shutter System !A ■ O ■ H.Y.§/Ax#3 W1 CR W/O W.V. WINDOW BADE 03 •,p�T TATEF C'� ,TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY:M.L. 8355 N.W.3GIh.SL,V-305,VIRGINIA Woos,FLORIDA 3716 ASSOCIatIOn, Inc, 1 ./IR/rs DATE:04/10/15 -e � I@P -{c• Phone:(305)871-1530.Fox:(305)871-1531 4288 Westrood0 Drive a t cis \ °-rt° v000°ooDOLrom West palm Beach. FL 33407 3 DRAWING pN•Fo IONR4 '' WALTER A.DLUT Jr.P.E. 4 15-081 f P.E. SEAL%—JtN=19 /DATE FLORIDA U.If 44167 s SHEEP 6 10 OF 18 REQ'D.MIN 6'x 1 1/2 /REQUIRED DOUBLE M 0.035'THICK MI..AST METAL STUD A-653 GRADE 40 MGI.0-6D 37 OR -6D R AT 16"D.C. OOR GAIv.STEEL METAL STUDSsri G GLASS a 6" O�C� -37 J 0:w5'THICK Win.CONT.G&V, 0 6"O.C. 91 1..,z,e.,.. *, �,',�-;�,7---: .-; ,I STEEL TRACK CHANNEL,ISA-6531 6 6 D.C.VVIIES GRADE 40 Mi..G-60 GALVANIZED E FINISH FASTENED TO STUDS W/(2) 160/2-,TEX SCREWS ON INTEINTERIORAXS`%NPaU&8LE 1 EXISTING F1141S &CQERJOR FACE I AS APPUCALILEH .,..saipkIwN TO CUSS EXISTING CLASS —(SEE SCHEOUL.E ON SHEET 5)- 9 SEE DETAIL X FOR RFQ'D.Mitt. 1 3/4-1 6 1/44x SIDE CONN ECTIO -J 0.035"THICK Mi.,CONT.MY. EXISTING*FINISH TO TRACKS ON TRACK CHANNEI.='R AS APPLICABLE SHEET 13 (TYP SAM TRAC A�653 E GRACE 40 W..C-60 VAN Z I FA59NEQ TO STUDS W1(2) OR OR 111;1/2-TEK SCREWS ON INTMOR, @37c 37 if (a) !;9 RJOR FACE 6-O.C. REDL RE0 DOUBLE METAL —F— IAED ,1/2' TEX SCREW /METAL STUDDOUBLE OR OR 1/4'0 TEX 6-D.C.TO -T REQUIRED WIN.6x 1,1/2*x wn, EXISTING GLASS 37b DOUBLE stop0,035"THICK Min.ASTMMIM EXJSTIN CLASS A-653 GRADE 40 Mi.G-60 0 6" O.C. CALV.STEEL METAL STUDS AT 16"D.C. V 10 B.O.WALL MOUNTING INSTALLATION F 1/16*0"MAX. 2000, 3.210• (6063-TG)CONT- V0. ALUM.CLOSER(LOCATE CATE AT 83* FEE] EITHER SIDE OF(2) @ 37 114"o NOMINAL376 1/4"O-20X3"BOLT -—-—- - ---- -—-—- #70x1/2"S.M.S. #Text/ S.M.S. ALUMINUM SLEEVE o 16,D.C. 0 16"O.C. '�, �T' (CN I 1/4-0-20 THAWS @ELCOCONSTRUCTION OR � OR 0 PRODUCTS FAB-LOK HD END INSTALLATION INTO METAL STUD WALL INSTALLATION DETAILS (CONTINUED) SCALE 3/8"=1" SCALE 318"=l" ,woJ/ FLORIDA BUILDING CODE (High Velocity Hurricane Zone, . P� I 11.4/p 0.2615 EASTERN METAL SUPPLY.INC. -;jPE...sp BERTHA HV" /7TI77L7EC::0:,�N�- H.V.RAE#3 W1 OR w KV. WINDOW MADE h3 AwS,S.Aw Accordion Shutter.System American Shuffer Sysfems P"-N, DESCRIPTION DATE DRAWN BY:M.L. T TESTING ;C ENGINEERING COMPANY ..1— 4/,./,.[ DATE,04/10/15 SMS N.W.36th-..,SR,3M,MRONIA GARDO,iS,110ROA.M16 A soclaflon, Inc. ST9E 0 .3 �268 Westroods Drive 2 Phone (305)871-1530.F.:(305)871-1531 A.- Off _.ij:tAt...O..L.. West pi�lrn Beach, FL 33407 3 •..,•.......* EV-0006719 A 15-081 f()N 01-6- WALTER A.IlLur Jr.P.r- SHEET FLORIDA U.#44167 ri�— P.E. 04666NAIURE/DATE 6 1 CIA OF 18 SEE END M 51 INSTALLATION WITH.. DETAILS ON SHEETS 10A. 13 & 15 SEE NOTES ON AND OR g+ H.V BLADE W/ ALTERNAff LOCKS LOCK HV CENTERbk_A�TE�S �& ON SHEET 4 iMNG CLASS SCALE 3/8"=1" SEE UnXIONS QF USE FOR r;L11D L, ON it jp p OU BLADE SHEET 18. ji F CONNECTION DETAILS ON SHEETS OR + 10A, 13 16 _1_,�–––––– – --------------------- –––––-------- OR(DOR(g)+TOR • 1/2- MIN.SEPARATION OR(D OR(g)1(�)OR(D,(�) TO CLASS N.SEPARATION MIN ARATION (SEE Schmmq- MIN.LO, W/INSIDE LOCK TO W/01 E LOCK TO ON SHEET 6) OR TO CLASS OR@ OR + CLASS(SEE SCHEDULE CLASS(SEE SCHEDULE @ (SEE SCHEDULE (2)T] @ ON SHEET 5) (INTERIOR) ON SHEET S) ON SHEET 5) -—-—-—-—-—-—- -—--——-——-—-—-—-—- --—-—-—-—-—I 1\ END 1YAL CONNECTION @ 13 1— DETAILS oN sHEFrs lo. 13 L¢ 9 1 OR OR 3 OR OR 1;4 4vJ OR OR 0_1 1:6 FouT (EXTERIOR) (EXTERIOR) OR E,,OR1 SECTION AT END (13 SECTION AT, OPPOSING (0) SECTION AT SYMMETRICAL CENTERMATES W/ LOCM 16 OR (17W SEE END WALL (DIRECT MOUNT) OCK OR ECTION 0 CENTERMATES W1 (6063-T6 ALLOY)AUJM..A1 MAILS ON SHOM CLE W/(2)1/410 TAPCOX < L�-------- --------- -------------------- ----- JOA_ 13 1 ANCHORS TO CONCRETE (4)#Ioxi/2'S.PNLS.TU,TUBE J19x3/4'S,M.S.0 12 OR OR 6R0+0 MIN.SEPARATION MIN.SFPARA71ON AT EACH ANML'(tYP) 1,C,ILL 11 MIN.SFPARAY)ON MIN.SEPARAMON TO CLASS TO CLASS To CLASS W1 INSIDE TO OASS W/OUTSIDE (SEE SCHEDULES (SEE SCHEDULES OR OR(P+@ LOCKO(NSE SHEET LOOK(SEE SCHEDU ON SHEET 5). ON SHEET SY F1 N SE 5 O SHEET 5) ----------- ------ ----- - - 01) OR 14 OR 13 11 6 1 1 . (Typ-)/2, SECT71ONIAIT OPPOSING 15 SECTION AT SYMMETRICAL CENTERMATES W/ LOCK (1-§' SECTION AT CORNER POST FOUT1 CENTERMATES WZ LOCK & Velocity Hurricane Zone, FLORIDA BUILDING CODE (High 0 2ol5 EASTERN METAL SUPPLY,INC:. 13ERTHA HV.. Accordion Shutter System 11LIEC 0 ipic. \ AALSAK KV.RADE#3 W/OR W10 RV. WNWV MADE#3 American Shutter Systems P"141 DESORPTION DATE DRAWN BY:U.L. TILUT TESTING & ENGINEERING COMPANY SrtA0.355 N.W.351A.SL,St, Assoclation, Inc: DATE'04/10/15 .305,WC�A QNRO�.FLDRM 3316C Ph— (305)871-15�0,F..:(305)571-1531 DRAWING No 4268 Westroods Drive 'Y • 0, West'Palm Beach, FL 33407 3 15-081 De-0000719 J�P,E. • WALTER A.MUIT L4 rLORIOA Uc. 44167 SHEET RE. SEAL/SIG, /ATURE/DATE 11 or ia 9E END WALL INSTALLATION WITHf SERIES 9444 ALUMINUM #SEE NDTES ON Kv-r LOCKS 27 ON CONNECTION DETAILS ON (2024-73 ALLOY) LARGE FLANGE MIN SHEET SHEET 4. SHEETS IDA, 13 16 HV BLADE W/ NUTSERT...PART# 0020•AS MANUFACTURED DY /� HV "T" LOCK CENTERMATES JERSEY CHERRY TEXTORN,PARSIPPENY, NEW ! J}ORT 1013®+Q OR $� JERSEY 07054 OR EQUAL (D (.l S ^ ��I} EXISTING $ SEE END WAiI OR OR +Q OR �✓+@ SUBSTRATE EXISTING GLASS J CONNECTION DETAILS ON 0 I SCALE 3/8"=1" _-SHEETS-I0A.-13's 16- _- R OR @1@ I __ _ I -- ----------- ----------- - ----� _ I --0OR�OR&(DOR $ ------- Isnrrc cuss _- 6 1/2 MLN.SETtON — MIN.SEPARATION MIN.SEPARATION — — TO GLASS W/'OUTSIDE TO GLASS W/INSIDE TO GLASS MIN.SEPARATION OR OR +�OR +Q TO GLASS 9 LOCK(SEE SCHEDULES LACK(SEE SCHEDULES (SEE SCHEDULES ON SHEET 5) ON SHEET 5) ON SHEET 4)� FIN (SEE SCHEDULES OR OR +� I N —3 ,/a^ SHEET s) ----------------- —— --------- y27—————2 —————— 1 vM1I 1 90* 16 19' • g VARIES 26 26 10 20 o—u--T 1 Q SECTION AT END LUT 1/4'0-20 x 1• ,. �� 6 1/2' MAX.SLACK �DIF2EG7 MOUNTS S.S.M.S.W/1/4''x 1(� SECTION AT HV T LOCK. t 6 SECTION AT SLACK DETAIL (IF' APPLI940 ,� VS.m, T. 21 --- EXISTING CLASS MIN. SEPARATION TO CLASS CENTERMATES W/••LOCK (�------ (SEE SCHEDULE ON SHEET ) OOR0OR�+(DOR $ _ U-5 MIN.SEPARATION TO GLASS R Q. OR $ + � OR 2 +•� � (SEE SCHEDULE . /''� ON SHEET 5) INSTALLATION WITH. R@OR�+�/ IN —3 1/4' 4 ti' 1 HV BLADE W/ HD CENTERMATES 5,— -------------- — ——— — — ---------— ALE 3/8"-1- 2311 „ 1"� 1 so• __ I 1 9 23 2322 / 11 22 �,}I OR OR ' SEE NOTES ON HD LOCKS 20 ON SHEET t.) 22 * 25 24 23 OUT #z 25 24 1 T SECTION AT END (DIRECT MOUNT} 1 SECTION AT SYMMETRICAL HD LOCK OUT d""-f” CENTERMATES W HD LOCK FI_.ORIDA BUILDING CODE (High Velocity Hurricane Zone _ - '0 2015 EASTERN METAL SUPPLY,INC. " BERTHA HV's 11. E C O INc. , ,,;,�,.�■� Accordion Shutter System N.V.EiALE#3 W OR W KV.WINDOW BILE * American Shutter Systems REY.Nu DESCPIPION DATE DRAWN 9r:M.L t „Q•, ( G TILLIT TESTING & ENGINEERING COMPANY Association, Inc. + om n-iD 4/,w,5 DATE:04/10/15 ?9 •. :• (V &]53 N.W.30..5•Sta.305•'ARCIMA ONWONS,FLORIDA 3318 4268 Westroads Drive 2 V PNon,:(aos)67>-,530.F.:(305)871-1531 DRAWING No _ nn///��ffn ( —11;Wt..0-1.— West Palm Beach, FL 334ED- 07 3 5-1�81 s8/0N'i-y WALTER A°OTN.Ut7N.P.E 4 P.E. SEAL/SIGNATURE/DATE nonan DG y 413,s7 6 12 Of 18 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL4 OURED CONCRETE POURED CONCRETE SCALE 3/8"=1" LOCK WALL REQUIRED OR CONCRETE _ ::,,. ;, ••, BLOCK WALL REQUIRED ., BLOCK WALL IRED O CONCRETE POURED CONCRETE B ED : ••, OR CONCRETE - , POURED CONCRETE OR ;'--•- REQU i a-m COtX'RETE' 'x'• CONCRETE BLOCK WALL _ ) •2',.-,�MIN••• EXISTING GLASS EXISTING CUSS / r _a 'AN�l 03® .C. M N�•" REQUIRED16- ISTING GLASS aIS_TINC5. GLASS – { 'E E .:.. ..: '.•..:. }t: + 1/16"x3' MAX. )ZM ,, r •'�-: .'f^1`..:. ••, 063T6)CONT. (LOCATE AT ALUM. CLOSER +1+USE 7.OR 2'MAT(. i-1- ! EITH SIDE PLATE. (LOCATE AT L- (AS APPUCPELE)x2'x1/6•x0'-EITHER SIDE OF& ALUMINUM CUP ANGLE —_---_—_—_—_—_—_—_—,__—_—_—_ I (6063-T6 ALLOY)AT MIDHEICFIT10x1 2 S.M.S^ 10x1/2S.M.S. W/{i}�tOxi/2-S.M.S.TO® t B /" 5OR-- —_—_ —_—_---_---- (z)r/s'm ANCITDI:s To wau- \,•;1 lT ! o I6.OX. ® 16'O.C. i AT 1.O-C. (LOCATE AT EITHER OR I� F. SEE DETAIL X FOIL`J •�/ •OOR� 9 \ ! i SIDE OF3 t� til SIDE CONNECTION / ` OR SEE OE CONNECTIOR a TO TRACKS 1l7 SEE DETAIL X Fa TO TRACKS O^ a O a a SIDE CONNECTION 2 OR 7j OR 6 +] OR $ To TRACKS OORORt�-taOR $ OR 4 AOR +O OR p OR aORQOfta+�OR $a OR ¢ OR $ + OR ,2 rj OR�f. OR¢ vv a@+(Dac� c� .aoaa-oc� ca�� OR q. OROR 2 +� OR¢ OR¢ a END CONNECTION DETAIL q END CONNECTION DETAIL O a END CONNECTION DETAIL 3a END CONNECTION DETAIL +F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR -----^--�£XlST1NG GLASS CONCRETE BLOCK WALL IXLA35C 9 r.:.Lam..;^..,:.•.,: REQUIRED .: ,,. - +4 fes•O C_ -" �OR(�)OR a OR .. .... . • .'* • • ' 1/2'MIN. ®OR $ OR®40 1/a"mEo7cle'.1' N NCHOR l 'i• `:2'MIN;�:: •` .�' ORO OR®OR VIEW Y •:j:• 10 -•�': - OR®OR PLAN X 1 •aft 1 OR 1� POURED CONCRETE ORIK a a a CONCRETE BLOCK WALL 2 OR 3 OR 6 +7 ORSEE REQUIRED `'� � y�,�� + BLADE(&OINNSHEET U15 FOR OR`:./OR®+�OR V+(l)OR(R OTI" 0. END CONNECTION DETAIL r-"-END�CQNNECTiQN DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone ,4 a 2015 EASTERN METAL SUPPLY.INC. 1114", NS T`�?' BERTHA HVrm 11. E C An V,An Accordion Shutter System RV 11ADE#3 W/CR W10 Kv WIN=BLADE Tz�f fC C[ •TILL7T TESTING do ENGINEERING COMPANY American Shutter Systems REV.X. DESCIUMIION DATE DRAWN BY:M.L Or :w5s M.W.?01A.sc,st":nas,VIRGIMA CAROEN6.RDRNA}716 Association, Inc. i oia r�-am Vwo DATE:0a/tOj)5 4 4268 Westroads Drive z Phone: .St.71-tss. -Fox:(soNS.FID 531 DRAWING No a-mal:DIt-o... West Palm Beach, FL 33407 s c p '_„�F''•..........c �. ED-0006710 1J—O{J ..�ss/ONAL 4 WALTER A.11WT Jr-P.E. 5 SHEET P.E. SEAL f3NA71!MR /DATE T°RroA u�-g"1676 13 OF 18 WALL FINISHEQ Eq —2" MIN.--- `- GE 4'x8" AM Nin.)R OIN (IF APPLICABLE).•;; 7/+"b TAPCON W/ADVANCED —��—'��—"-'-- ""' WOOD BEAM REQUUIRED. THREADFORM TECHNOLOGY 1 1/2" — - STRUCTURAL ADEQUACY Min.PENETRATION OF HEADER. THREADED AREA OF EXISTING WOAD TO EXISTING Vl000 HEADER. (SEE EXISTING WOOD BEAM 70 BE CERTIFIED _ USSES OR SCHEDULE ON SHEET 8) -- ♦24" BY REGISTEREA 1/21- 7 2' O.C. REQUIRED ENGINEER 4R / 'T j ARCHITECT PRIOR TO 4-0 TAPCON W/ADVANCED 77 1/2" SHUTTER INSTALLATION. THREAD RM TECHNOLOGY W/ 1 OR OR - EXISTING SOFFIT T 2'Nin.PENETRATION OF t'D^ ( 3+'Max.THK. THREADED AREA TO EXISTING WOOD 2' j BEAM.(SEE SCHEDULE ON SHEET 8) �;';'•., 1/4'0 x 3 4" EQ E 1'x'xl/8"CONT.ALUM.TUBE (IN. .1, 7/4' ITW eU(LOLX I ' (6863-T6 ALLOY)W/(3)5/16"6 LAC 'E; MAX. TE SCR W� SCREWS TO EACH RAFTER OR TRUSS. i i ®6'O.C. I LOCATC LAC SCREWS AT MIDWIDTH OF I / 1 Z fXISTIPtG WOOq MEMBER.(2'Min. I�1 +" OPEN HOLE AT EACH t NOMINAL WIDTH)W/2'Min. EXISTING I III ♦ STUD TO ACCEPT 1 ISTING MIN.2'x4" j 1 OR 5/7G-0 LAG SCREW I I 1f+� REINSTAL(AT10N5 WI �62psf MAX D CLASS T W000 HEADER I� ! AT CENTER OF TUOf. �' i EXISTING REQUIRED I, A.S.D. DESIGN LOAD AND 8'-0'MAX. CIASS I j I SPAN.THIS INSTALLATION IS ONLY YAUD f j .x sWuu,nn m cuu 1 ��NG I FOR WOOD W/MIN.SPECIFIC GRAVITY i I OR �♦ ('.�i 6Ci1EDutE3 a+sNECs$-' I I GLASS I ! OF 0.50 AS DOUGLAS FIR OR I I SOUTHERN PINE No.2,OR EQUAL I I 1 wN.sWAxwbN ro wN.SWAM— et4ss Cspe ynI[Duus, I I •f ♦ a.4ss(sex 9c11FD411Fs OR � mx�5} WALL CONNECTION AT TOP �— �'''�♦ W HOLLOW CEILING MOUNTING INSTALLATION SOFFIT MOUNTING INSTALLATION 1 OR t I A) MAXIMUM DESIGN PRESSURE:t62 psT \:J MAXIMUM SHUTTER SPAN 8'-0' EXISTING I,N G AS6 j; j U SEFAMADN T6 . Iso•sDNmutFs oR sN:Er 3} .sWuuna+to cws (7�S (I�l� �jp1 Yx4'CONT. (slx sctimfm ON SHEET s) I I w.ss tsW sa�mous I I' Q OR \,;,� ExaIsN -C I I WOOD PLATE I I I ,I OR (/(f;{�!� oN srrfT s) IT _Ci WALL I I �^' EXISTING (SE£NOTE 1 f ON SHEET 5 GLASS II I WA FOR LIMITATIONS) AL'1IIYNAT MAX. FINISH I'� 1/4" LOCATION M i I Max. ©,�_ tOHER AD :t ''L/,f l0x3/ HEAD 7EK 3 QR 4 OR I ,: SCRFWS a D-ox EO 7/2' OR 4 OR 2'x6"MIN.WO00 7 4"0 TAPCON W/ADVANCED DECK REQUIRED Eq .,,� / 1/2" t 4'o TN'CON W/Aowic 71 THREADrow (NO FINISH All.OWED) THREAOFORM TECHNOLOGY W/ 1 1/2' I / j2" 1" Min.PENETRATION OF THREADED AREA 1 ( TECHNOLOGY W/1/2'Mn.PENETRATION OF THREADED TO EXISTING WOOD PLATE.(SEE 1 AF,£A INfO PLYtiY000.(SEE NOTE t t ON SHEET 5 OF SCHEDULE 0H SHCET 8) FOR`LINITATONS) FD APPLICABLE .�GE OF DECK ~— DECIF CI� YF+"CONT.SILL 1/2'MIN.CDX PLYWOOD REq'D. _ PLATE REQ'D. EXISTING MIN.2"x4'STUDS 0 16"O.C. 1/4.0 TAPCON W/ADVANCED THREADFORM LAW)WALL CONNECTION AT BOTTOM _ MAX.REO'0.PLYWOOD TO BE ATTACHED TECHNOLOGY W/1 1/2'Min.PENETRATION 2" MIN. tl TO STUDS IN ACCORDANCE WITH OF THREADED AREA INTO MOOD DECK.(SEE MON OF THE F.B.C. SCHEDULE ON SHEEr 8) 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY (,S}({/{ A1ALL COhlVECTION AT BOTTOM 6W FLOOR CONNE TT16N. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY �'J MAXIMUM DESIGN PRESSURE 162 p:f TO SUIT ANY INSTALLATION. MAXIMUM SHUTTER SPAN 6'-11" pSEE LIM�ATIDNS DF DSE FDR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS BLAD E to ON SHEET 18. SCALE 3/8"=1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone }(F}/ '®2015 EASTERN METAL-SUPPLY,INC. 12 ER A. 13 ERTHA HV"" �: ��` Accordion Shutter System L E C O 1 N-' Nv etOE 0 w/OR W/O xv NiPDOW HAl7E American Shutter Systems REV,H, DEsewl'TIDN DATE DRAWN BY.M,L y ( TILLIT TESTING do ENGINEERING COMPANY Association, inc. 1 ow,3-0JO 4/m/IS DATE'04/10/15 ST 6336 N.W.36U.6L,5ta.ILLI,VINGINIA GARDENS.ilBRIM 3318 4266 Westrdads Drive 2 1 Ph...:(305)871»7530.Fax:(30S)871-1631 DRAWING No L ••..(� .—M 6uacnoaol.com West Palm Beach, FL 33407 3 155-081 sS'�j.. RADA .=t(�,• WALTER A TILUT'Jr.P.E. ` Q,.�,�•r,+�g •,,��"pp``� FLORIDA'Uc.#44167 5 SHEET F. 'SEALlf 4NATUftE,"DATE 6 14 OF 18 ALL FINISH 1/4-0 TAPCON W/ADVANCED 7HREADFORM TECHNOLOGY W/ 1 1/2' Ii Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SSE MIN.SwAnxron To J SCHEDULE ON SHEET 8) --CLASSO(SEE HEDUL SHou 5) 1/4-0-20x3/4'S.S.BOLTS W/ g E NUT&WASHER®9•O.C. y i MN. EXISTING I 1/4•MAX GLASS MIN .3 5 V 2'x6"MIN.WOOD _ DECK R£OUIRE _ I t ' (140 FlNISH i EDGE OF DECK _.. _' �'--" -,. EDGE F I IF APPLICABLE - DECK F I I I i � .�- APPLICABLE 001) I4E WOOD HEADER REOUIREO 2"MIN i' I _1/40 TAPCON W/ADVANCED THR. MIN.SEPARAnoN To I Min, PENETRATION TECHNOLOGY AD 1 {j2" EXISTING i I Min. PENETRATION OF THREADED AREA GLASS Off`(SEE ET 5)utES I INTO WOOD DECK.(SEE SCHEDULE ON DN SHEET 5) I I I i SHEET-B) —LL2 MIN. r1V WALL MOUNTING INSTALLATION 8W FLOOR CONNECTION EXIsnNG (D EXISTING 7GLAS GLASS---� I j MIN.SEPARATION TO [—ASSMIN.SEPARATION TO ( I1---OIAS$(SEESCIIEOU 1 � ASS(SEE SCHEW ON SHEET 5) 9 ON SHEET 5) • WALL f�, /v lux. ISI a WALL !j l i FINISH 14 L�.J - FINISH j (i 5 2 EQ r�-uAx. EO 151\41 _ t•uat. tSIt EO 1/4"O-20x3/4"S.S.BOLTS W/ EO UT&WASHER 0 9'O.C. 1/4.0 TAPCON�W/ADVANCED 9 2 1/2' THREADFORM TECHNOLOGY W/ 1 1/2' #140/4"F.H.S.D.&0 9"O.C. Min.PENETRATION OF PLATE.(SEE 1/4.0 TAPCON W/ADVANCED SCHEDULE ON SHEET 5) THREADFORM TECHNOLOGY W/ 1 1/2' 2•x4'CONT.$ILL WALL FINISH 2'x4'CONT.SILL Min.PENETRATION OF THREADED AREA PLATE REO'D. PLATE REO'D. TO EXISTING WOOD PLATE.(SEE SCHEDULE ON SHEET 8) IMO WAIL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION 1N—SEE SHEET J FOR TYPICAL SHUTTER ASSEMBLY 2—MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TO SURANY INSTAlAMON. FFFNrili,.��M�� SCALE 3/8"={" FLORIDA BUILDING CODE (High Velocity Hurricane Zane F ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTTM ` /TIL �+►/� Accordion Shutter System E C b./ s>Nc- FIX MADE W/CR W/O H.V.Y1AD17W BADE h3 •o t TtLLiT TESTING & ENGINEERING COMPANYAmerican Shutter Systems REV.No DESCHIP110N DATE DRAWN BY:U.L. •, Association, Inc. t 0u[D1aF6101 O471w DATE:04/10/15 % A a 5 N.W.SOIL SL,Stn.305,WiGWIA GARDENS,FLORIDA=6� 4266 Westroads Drive z Ph—:(305)871-1530.Fax:(305)871-153t DRAWING No a-m 0:mLa.*.U..L.otn West Palm Beach, FL 33407 3 sVECAFfAL� \}TF`' WAITER A0006r1'1 RE SHEET 1 rJ-081 P.E. SEAL) I URE/DATE FLORIDA u=.N+4167 5 SHEET 6 15 OF 18 ' END INSTALLATION INTO 2"x4" MIN. WOOD STUDS* SCALE 3/8"=1" r 2"x4'MIN.WOOD 2"x4'MIN.WOOD .2'x4' AIIN. WOOD ;: ..- -VUDS REQ-0. -STUDS REQ'D. _ 2"x4" MIN.WOOD :.� --STUDS REQ'0: '� 1/4-0 TNiCRi OR Thf'CON Wf STUDS REO'D, 1/4"0 TAPCON OR TAPCON W/ +': >yl AIN94CED TNR550FORM TEO1taa,04Y ADVANCED THREADFORM �" ANapR O 6'O.C.W/1 I/Y t&Y a! TECHNOLOGY ANCHOR YD 6.O.C. SYi YT; paEnyngll DFfO SRHIS pR W/MPL Wf 7 7/2"MIN.PENETRATION _ Yu 1/2'PD&TW➢DN TO 1127 COX i« INTO STUDS OR W/MIN. 1/2' "` PLriSOCD IF NO SM EAS[. ^�. EXISTING ?y PENETRATION TO 1/2'COX EXISTING '� �.. �•'-GiASS 7(2'MIN'CO% PLYWOOD IF NO STUDS EXIST. z�' CIASS #�' EXISTING ..e -1----- PLYWOOD,0" �u EXISTING r• e5 y?' .I .-- '•'__ .ASS 1/2"MIN.COX 'Fi1 X1/2'MIN.CO. -/____-_ PLYWOOD. PLYWOOD. sir' %• �C_ t�'1 :\l: - ^� xi.`td`::rw'M„.,l` .. ik .y Z'�K.r:•..:. .^iir. :.t Lr,�_f•1. .A` :: V a:..'v'+•`c"''"'s:.at ic: �.i:;� w wa:-S;.::s.. <�ro"1.4 x*'a.::fA:`•'%,, f. d.USE 1'OR 2"MAX r .. 1116"x3' ." W / 1/2'MIN.COX ! 1 (LOCATE AT (8063-T6)CONT. .}XNiSH (AS APPUCABLE)x2'x1/8'x0'-2' x Jx PLYWOOD. W' ! EITHEft SIDE IlS• ALUM.CLOSER ALUMINUM CLIP ANGLE ! 1 FlNISJi ( ...� OF 1�0) PLATE.{LOCATE "a z (6053-T6 AT MIDHEIG� —— I ------------ _ AT EITHER SIDE �� (1) lyfoxl/r sI TQ D& � ---------- ALLOY) - - OF M1�) ! (2)1/4'0 TAPCONS ANCHORS TO i #10x1/2'S.M.97 — _ I ----------_ WALL AT 1`O.C.(LOCATE AT t t.•`9J_ 1 / p""'1 Q 15'O.q., 10x1'C' S.M.S. I EITHER SIDE OF® /`\ / ` } OR f - eis O.C. 1 SEE pETAIL X FOf,'>_ i Q, ( SEE DETAIL 11 X FOR SIDE CONNECTION 9 t. / /^� SIDE CONNECTION 1 OR (1�i TO TRACKS - / {T IpR A TO TRACKS �QORLIoRQr�ORQ 1 OR (tA SEE DETwL X FDr `1 9 s7oE GONNECCKS O &� OR OR OR(D+Q 2'OR 4.f"`J To TRACKS ORO3 OR $ 7 OR $ } END CONNECTION DETAIL (1) END CONNECTION DETAIL 0 4 OR&OR $ +(�j)OR20+O 1/4-0 TAPCON OR TAPCON --�EX15nNG cuss 2'x4'MIN.WOOD END CONNECTION D !ALL W1 ADVANCED THREADFORM _ _ _ STUDS REQ'0. EXISTING ® END CONNECTION DETAIL TErHNOLOGY ANCHORS W - - 1/4'0 TAPCON OR TAPCON W/ -------------- GLASS '.T.REQUIRED ONLY FOR SPANS GREATER THAN 1 }/2'NTN.PENETRATION ADVANCED THREADFORMtOxf f2"S.M.S. SEE UM ATIONS OF USE FOR ®'12'O.C. TECHNOLOGY ANCHORS W/t 1/." ®i6 U.C. BLAgE ON SHEET t8. MIN.PENETRATION a 12'O.0 1/2' I y c-i XIN ;y l (�OR j WALL ^ ` FlNISH _ `. ORO OR OR _� VIEW Y 2 PLA STUDS RMIN, EQ'OOODY,< WALL, 2 � 6 �� C@ DETAIL X FINISH Oft OR OR END CONNECTION DETAIL OR oR@OR Q+ OR{Lt+� )I#1 11? _ 6t6 END CONNECTION DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone 2015 EASTERN META.SUPPLY, INC. DENS`-TBERTHA HV m Accordion Shutter System �� QlNC. ■ ■ )� i KV.BLADE/f3 W IX2 W 4 N.V.WINDOW MADE 0 American Shutter Systems REV.No DESCRWTION DATE DRAWN BY:M.L. �i7A1GOf TILLIT TESTING & ENGINEERING COMPANY association. inc. I oua rso.o +/robs DATE:04/iOf15 " 635S H.W.36D.S4,Stu 503,VIRGINIA 6ARDFNS,FLDflIM 1776 4268 Westroads Drive 2 DRAWING NO Phone:(365)671-1530.Fax.(305)871-753} ;.:•• a-moll:wlaoao.aLxom West Palm Beach, FL 33407 3 sfONALfY ' WALTER A.TLUt7 k,P.F_ 4 —481 rr FLORIDA Uc. 44167 5 SNEEr P.E"'SEA 91GNATURE/DATE 6 1s oP 18 0.1875" 4.4625" 0.0625" 12" YTo MIN. E E 701 – DGE I I // I I HV WINpO BLADE#S �— I SECTION X—X 0.o695" KN CKLE TYP I j 3'0 OPENING \\ {I 0.0625" ' '"' fie Z`T POLYCARBONATE SOURCES FOR 38 (I»—E.Q.--•-C—E.O. /f:/ R1.1.7500" TYPICAL"PROPE}aIES APP dam RESULT REPERENCE I FLAT PORTION / 1� NaERNt(i}Ut�E uc xasnc wuN / u+xwaN Tlm >>Rrs OF RUDE X � ' f / ',j. PHYSICAL: - ( ^^ o SPECIFIC GRAVITY ASDA D792 0.043 16/in' 0.043 Ib/in' 38 HV WINDOW - ( MfCNAN_ISBL� I I (N;`4 TENSILE YIELD STRENGTH ASTM D638 9,400 p:s.I. 9,500 p.sJ. azl," 1.3754" FLEXURAL STRENGTH At YIELD ASD1 D790 12,500 p..J. 13,400 p-I, 02.8750" $; FLEXURAL MODULUS ASTM 0790' 340,000 P.a.=. 3as.00p p.Da. NOTCHED 1ZOD ASTM 0256 18 FT–Ib/in 17 FT–Ib/inFIR BURNING CH68ACTFRIEICS, 7.SMOKE DENSITY ASTM 02843 47.2 64.5 R MAY. Y:. RATE OF BURNING. ASTM D635 C-1 CLASS C-1 CLASS' SELF IGNITION ASTM 01929 1040"i 980•F I I 03.0000" Lai r'1 F� W' THERR1c: ASTM G1 55 X3.7500' 2 7/e"MIN.CLEAR I I t 2 ,/4"CLEAR t 5 3/4" TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p9-i_ 8840 p..J. SEPARATION BETWEEN ( BETWEEN TABS ON CENTERS TENSILE STRESS BEFORE WEATHERING ASTM 6J8 8461 p.si. BB80 p.s.l. BLADE OPENINGS I I 0,7500" �I 38 POLYCARBONATE IMPACT RESISTANT HV WINDOW I �^ BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE EXTERIOR ELEVATION I — I SCALE: 1" = 1" I 12'MIN.CLEARA CE TO BLADE EDGE TYPICAL TYPICAL 1 A HV WINDOW BLADE #3 AND I POL,YPARBONATE HV WINDOW DETAIL SCALE: 3/8'=1' �. A FLORIDA BUILDING CODE (High Velocity.Hurricane Zone y (�2015 EASTERN METAL SUPPLY, INC. U... BERTHA HV m CE v " I L E C O' l u c Accordion Shutter System Kv.HLAiJE h3 W OR W10 N.Y.iVRv)OW BLADE American Shutter Systems M.R. DE.SCRIRTIDN DATE DRAWN BY:M.L L.0 1 TIT TESTING & ENGINEERING COMPANY Association. Inc. , /1.n3 DATE:04/18/15 F v, 6335 N.W.J1--St..54.JOT.VIRCINU G RDENS,"RDA 3316 426$ Westroads Drive z -.---rmr---�-_LS>;"-+ Phone:(305)871-1550.Far:{30S}671-1531 DRAWING NO = (t• •'•••••••'' •• c-m 6: 0000a.Loom West Palm Beach, FL 33407 3 •..y/O /AL 1 ?4 R"A. TILLIT J 4 15-081 _ t1 wFLOM A U. 44 67 FLORIDA liu�44167 5 $I'tEE( P.E. SEAL/SIGNATURE/DATE 6 17 OF 18 + �CENERAL LIMITAITONS AND COND1710NS OF USF FOR BERTHA in`11 B D #3 ACC{�(�DIQ► FIl�1rTFR$YsM WORKING IN UNISON WTIIi W WIN(NJW 8LAnE ;. 1. MAX.A.S.D. DESIGN PRESSURE,RATING:+62,-62 p-f. 2. MAX SHUTTER SPM: 107' 8'-11'Q+62.-62 paf MAX SHUTTER SPM:114'=9'-6"®+55, -55 It 3.ALLOWED MOUNTINGS:1,7-7&8 ON SHEETS 9& 10.AS WELL AS 12' MOUNTINGS 1W,2W.M.4W,5W&6W ON SHEET 14. �at 17 M4Nt UM �,^�, ,,rraa 4. ONLY CrETJRERMATES 13 14(90TH W/®OR t::1'ARE ALLOWED WITH 1(�3 �orq`It�q QARRIWGED IN A SYMMEf�LAYOUT. 7YP EA D I 5. (A) 1�, HV WINDOW BLADE g SHALL ONLY ALLOW A MAXIMUM OF 5 �r 4PENINCS(3-0 HOLES)FOR PER BLADE AT SPACINGS SHOWN ON SHEET 17. t.IAX. 5 wINDO S (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF®HV WINDOW BLADE J3 ALLOWED AT Q��(HV WINDOW BLME p3 OF ANY 3.0 HOLE FOR®SHP1,L BE 12'. j-c MAXIMUM (C) FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE SHUTTER SPM HV WINDOW BADE#3. ` 0 0 SEE UMMATION `ke NOTE 2 (D) to HV WINDOW BLADE#3 MUST BE USED ALTERNATE TO A SOUD tDHV BLADE 3 THROUGHOUT SHUTTER'S WIDTH. 0, 0d tir, (E)CENTERMAIES S1{ALi_ALWAYS BE INSTALLED ADJACENT TO A SOLID 1OFN BLADE$3 AT EITHER SIDE OF THEM. (F)POLYCARBONATE 1W WINDOW I SHALL BE INSTAU-ED SO TIT,TABS FACE SEE END • W THE INTERIOR OF THE OPENING O NG PROTECTED. HV WINDOW(36)MUST BE CONNECTION r G2 ONLY INSTALLED MD LOCKED USING A HV SERWG TOOL PROVIDED BY ASSA, DETAILS ON SHEETS INC. 73& i6 TVP.FULL n;p n.P �8 � 12" BUILDINGS ON SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO W000 FRAMEHEIGHT. g,E§ MINIMUM BUON SHEET 8.AS LIMITED BY SPM AND DESIGN LOAD(SEE NOTES YY 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED 1wCONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6&7 AS LIMITED BY SPAN (SEE PLAN FOR REOUIREMENTS) AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 2 8 TYP TOP&BOTTOM W 8.SEE MINIMUM SEPARATION TO GLASS ON SHEET 6. UR{LINKED WID ELEVATION SYMM i CENTEJ a RMATES @& 14 ^^— ` g W/ 66 OR 17 13 4\ �1 \ P. O g t 13 4 16 7 / Q- \ � PLAN 1� TYPICAL HV BLADE #3 WORKING IN UNISON WITH 1A HV WINDOW BLADE #3 SHUTTER* N.T.S, FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone ' 1LLT,�t��•A�ps�� 0 2015 EASTERN METAL SUPPLY,INC_ `TAt,,L `rte F CiETp/•/. ��=_ �±• ■ BERTHA HNTM �? Accordion Shutter System • D v e ADe wJ(OCR w D RV. MNCChY stnnE 3 American Shutter Systems uv.No DFSCRIPNON erre I DRAWN BY:M.L. -p 7tC TILLIT TESTING A ENGINEERING COMPANY ASSOCIation, Inc. 1 aUa 13-nw aj16j1sI DATE:04/10/15 y: STATE OF 6355 N.W.36th,Se S1..306,VAQ1 CARLILTIS,FLORIDA=61 4268 Westroods Dr ve 2 Ptwne:(3D5)6n-153D.IF-d- :(305)871-1631 DRAWING No '• e—nq®Ii000B7191—M West Palm Beach, FL 33407 3 15-081 WALTER A.TILLIT Jr.PF slafVAL�` FLORIDA U.IT 441875 SHEET c P.E. SEAL/SIGNATURE/DATE 6 18 OF 18