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Home My WebLink AboutSUBMITTED PAPERS- PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Sc wive® �$ ��Cie APPLICATION FOR STORM SHUTTER PERMIT COUnI*y DATE: c (' PERMIT NUMBER: IT O 0' 1. LOCATION/SITE ADDRESS: 99(0Q S- CKA� `fir -� 1003 + ( � ¢i 3�5 2. PARCEL ID NUMBER: L{-<-oZ R-o2- 004f3 - Oc^A-1 SECT TWP RNG I MAP ZNG / U [NIT n 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR ADDITION OTHER_ 5. OWNER INFORMATION 6. CONTRACTOR INFORMATION Name: M ��1( �(.tLcQ FL Reg/Cert #: Address: 010*0 S. �,x.u� C&c.-IL i003 County Cert #: Ve&(# I City�jS1-c1�r•+ a�c9, State: Business Name: &%S'Vr4eLr1 &-M. Zip: 3ig�3 Phone: �( Phone number: 4�1- Type of Surface attachment: Wood Frame Concrete /' . Masonry Other Product Type Maximum Opening Pressure per A.S.C.E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion 11 . I 38� -3 Roll U Colonials Other ALL rKUMA-1J SHALL BE LAtst;LED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ 8b 3/• SO FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAME OF OVNER OR NTRACTOR/QUALIFIER SIGNATURE OF O ER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS -7j— DAY OF� .20 111 , B � 1,p./b� WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TITLE: NOTARY PUBLIC '^fit:-�+��1 � �- � •+�. TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER Q t�.Py'•. KENNETHR.KING ,�Q, • • �° = MYCOMMISSION # DD 803187 k EXPIRES: November3,2012 BondedThruNotary Public Undenvdters SLCPDSD Revised 96/17/2010 Property Appraiser - St.Li cie County,/ `% i _. Page 1 of 1 Mary L Field (TR) Record: 1 of 1 Property Identification Site Address: 9960 S OCEAN DR 1003 Sec/rown/Range: 02 :37S :41 E Map ID: 45/02S Zoning: I Ownership and Mailing Owner: Mary L Field (TR) Earl J Field (TR) Address: 7955 W Executive Ct Norridge IL 60706-4444 Sales Information Date Price Code 2/4/2009 100 0111 2/10/1993 100 01 10/1 /1984 170000 00 PROPERTY RECORD CARD —Prev Next» Spec.Assmnt ParcelID: Account # Land Use: City/Cnty: Taxes Exemptions Permits Home Print --- C1 ._ 4502-702-0043-000-1 122218 Condo _ SLecie County �. Legal Description THE MIRAMAR II UNIT 1003 (OR 448-1610: 831-418): 3064-84) Assessment 2010 Final Deed Book/Page 2010 Final: 270700 DE 3064/0084 Assessed: 270700 QC 0831 / 0418 Ag.Credit: 0 CV 0448 / 1610 Exempt: Taxable: Taxes: 5626.29 BUILDING INFORMATION CO>R :m: a 1] .CiAS vm 35 53 q t0 7 fi. 13 � A• 0 Total Land and Building Land Value: 0 Acres: 0.02 Building Value: 270700 Finished Area: 1602 SgFt Exterior Features 3900 View: Ocean RoofCover: - RoofStruct: - View ExtType: X092 - ThMiramarll YearBit: 1984 Frame: Grade: X92B - MiramarllB EffYrBlt: 1984 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWail: - Interior Features BedRooms: 2 Electric: - PrmintWall: FullBath: 2 HeatType: - AvgHt/FI: STD 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBit. No. Land Use Type Measure 1 0400-Condo OF -Unit 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Depth 0 http://www.paslc.org/prc.asp?prclid=450270200430001 5/27/2011 JOSEPH E . SMITH, CLER1 ' 'i THE CIRCUIT COURT - SAINT LUCIE COLT"7mv FILE # 3600035 OR BO( t300 PAGE 869, Recorded 06/10/2011 a i:40 PM ak,!t!(IiV QIIII11!ua _ C11II1N L lillll^ull'I'itlll 101111111111111 A ;iillim". i:Ul'll. 11111I ail: lilall Valk Wilk, ::Iloilo 1, 1'�..1+1!I!I7 11% 111J IiM11R l!-1!11l1Mly41ig. NO11CCOECONIMEN r'117LNT fl. uudtmgncd htrthr given if lr Al:n 11 p-id.1 it will Ile 1- In rennin ron1 . mP<l'ly :ulrl in ne[alnhgce wuh I,:hnpter 71 ]. I•luridn Almues the li,ilnwulg iu lnnnalioll Is pruvidnl iu Ale Nelim ul'Cumme,lcentenl. 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Ptr3fM15 \villiki 111e Slale of Fillrlllrl (1CilgllalCrl b\' (llvntr Illknl \VIM\n1 Ig11CC3 l>f p11h umenlS none he xnval -Is _-- Senitltl 71 J.1J 11) (al 7., PlnriAa $Inane:' pmvidcd by NAnM AJIIIIIUS ANIt I'lll'nIF. NI IIIaF.It: ' X. In vldianlr In hiurself ur herself. NvnCr designnlcs the follnwulg In mceive.1 y of the Limgr's Nlaicc :Is pmvilkd in Scetion 713.1; (I) (bl. Flnrilln �lalule5 NAaly„\nnll F.S,S,1Nn 1'1Il1NH NI Inlllf:lt: '1. L'XIlil:ullwl dnlC nl'nnate of cn...... etrllcrll IIIIC eXpil:•Iliun dnle i3 1 venr lirrur --• ill the dale nl'reconlinE luol<ss todilfercnl little is _ XCigna Irrt of (t,,. < Z"fJ "' ✓, �!�,j L- 7 ,`'GI , Illvucr's delh: fired Offie<rll/irrcbn'/1'nravr/M1ln nagtr !`lint Nege Zil Pmvide3lgnulnvy's Tilid(1lan• 5tnro of Florid" Colw'ly of ".;,L flot In,eguingVonto nnneul \vas nd:nn\vlhlgal belivc noe Ibis 1 1 X ily N - ---.. ^-�- aranle ufperxmll - 31 yEc.`ol7ia a"slte, aa"rncvin filch F(r; (I • re u nulhnrit tn;nue of Iwn. un Irrl71 of "•loom inslrwuclll wns ececuleA) ._.., r' ,_ ul'idenlilicmion._V rt f1tti711a.K1nc r;a UVID1, 8 03197 � r�- E lieu lrbar3.'.i12 (Signnlwe of hl nal Pulr wU:wz\ Y lief Under I'en:dlics of pe jun•, 1 dida etlnrn Ibxl 1 Inn•e ml the fuegniug w d Ibnl Ills facie in it are ief(SccliU2,$2j. fiurto"'In Irolebcsl of mku y owlydgc anA �elnn Clmnles 1. Sigl'll1 O�.(yJ,I)onNa ,nynrn�n(y/a1P rl/nrxvriztdq(nad uirttmrr rnrllltrmlanvg<r rvuo signed ,rbr„n rvr u:.Intl/ Isar I:I,_I - --- STATE OF FLORIDA ST. LLPCIE COUNTY TNI. 1r. •rn r1=oTICV TMAT TH19 fS A TRL ORI By: Dal r - < id ..G:: AIUMINUM& SNUTIERCORP. *1 Bid Proposal Bid Date: 5/15/2011 SE Gran Park Way * Stuart, FL 34997 ie: 772.287.6476 Fax: 772.287.9740 www.gulfshufters.com License #: CRC058017 Prepared For: _._...__..__._...._............ ---.............. _._...._.........__..__......... ... -...... -........... ---.................... ----.......-- -- ._...._._............ Bid Information Name MARY FIELD Bid Type BUILDER Subdivision MIRAMAR II _ Job Name FIELD_RES. — Job Address 1—city-State-Zip 9960 S. OCEAN DR #1003 JENSEN BCH, FL 34957 Installed ......................... .......... __..... Phones ------ --------- -----.....-- ❑� North (708) 452-6209 North (847) 774-2244 Sales Person (.....--- —... -- _ KENNY KING -- ._..__.._._............... --... _........ .---........... - --- .....- --..._..... --- ..__.._....- O e inq Finish OPG #I Type I Style Width Height Width Height Bid Item Description 1 AC HV 1 886 90 965.5 98 Color: White; Trk: White;_ Locks: In _ _ Custom Features Qty Description -�----�—^ 1 Curved Track (T+B) 1 (CUSTOM FEATURE) 1 Permit Bid Notes Total Bid Amount $8,031.50 REMOVE EXISTING, PATCH HOLES, RETURN TO GULFSTREAM, ADD DRAIN HOLES Deposit 50% $2,677.17 Balance On Completion 1 $5.354.33 ONE YEAR WARRANTY MATERIAL AND LABOR It is understood that there are no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of this corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 working days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must he approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. Electric— Buyer agrees that any necessary electrical connections will be made the closest source of power. Any changes or variations will be an additional charge. Interest - Buyer agrees to pay 1 %% per month interest charge on any unpaid balances. Costs of Collection - Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 10 days of the completion of the work outlined herein. Acceptance of Proposal - the above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 20% of contract amount. Payment will be made as outlined above. Material Only Customers — You are responsible for your own measurements, (width x height) Signature: Date of Acceptance: Signature: Agent: _ Thank You for the opportunity to be of Service! 3001 S.E. GRAN PARK WAY * STUART, FL 34997 * Phone: 772-287-6476 * Fax: 772-287-9740 * e-mail: info@gulfshutters.com ALUMINUM & SHUTTER CORP. Do It Once. Do It Right. Since 1979 Special Instructions: 300.1 S.E. Gran Park Way, Stuart, .Fl.ori�la 34997 (772) 287.6476 • (800) 244;�4143`.' FAX (772) 287.974.0':: <' E-Mail: jobrien@gulfshutt44corr www. g u Ifs h ufte rs. co m Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SHEET Page of y Storm Panels - SP Rollups - RU Accordions - AC Windows/Doors - WD Bahamas] - BA Retractable Awnings - RA Colonials'- CO Ultra Lattice - UL Signature Date ' Salesperson �` �':1 Date_;'i Gulfstream Aluminuffi ind Shutter Corp. Florida Building Code Online E Page 1 of 2 ,.�''if»R- a � -W-22 'n"��,. ��g;� �bs x"":r ,��n BCIS Home Log In User Registration ( Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search luct Approval Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # e FL389"-:C3 Application Type Revision Code Version i 2007 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 FILE COPY Quality Assurance Representative Address/Phone/Email Category Shutte> s �j �n.r rq'c Subcategory Accordion�7;,F 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 Walter A.. Tillit, Jr. P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute . Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL389 R3 COI Dwq No. 08-227 Certification of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2002 httn•//www flnrirlahrli1dinv nra/nr/nr ann rltl acnx?nnram=wC'TRVXOu tT)nvVVNN?v.TvxS;MwcXrIC OtO *1/?n/?ni I Florida Building Code Online Page 2 of 2 ASTM E-1996 2002 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/03/2010 Date Validated 11/08/2010 PY Date Pending FBC Approval 11/10/2010 FILE CO Date Approved 12/07/2010 __ _...._............__..__.._._....... _._...... _........... ... ........ ..... - .................._..... Summary of Products FL # IlModell, Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by Blade 1 Only- (Non-HVHZ)- Drwg tracks (top and bottom) for storm protection #08-227 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R3 II Drawing No. 08-227 Revised.odf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes 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" for FL389 R3 AE Dwg No. 08-227 Product Evaluation Report.odf 30.0 p.s.f (for symmetrical and opposing centermates). See sheet 9 of 14 of installation drawings for other spans Created by Independent Third Party: Yes and pressures. This product shall not be installed within High Velocity Hurricane Zone as defined on section 1609 of the Florida Building Code. Baelc tdext Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: No 011 M ^rCCtltt'�t4 „xtSz'Cf3if�S° v¢Ra P! e li+try•//xxnxnx7 flnrirlahnilrlinrr nrrr/nr/nr nnn tit] aer�v7r�aram=cap("rFVXflurtTlnvVV�T%T�vT�nrS �A�T�xrcXrlf'(lt(1 WWWW'111 VelgalivilmIL911 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A. DIRECTIONALITY FACTOR Kd=0.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03, AND #0715.01-03 AS PER TAS-201, TAS=202 AND TAS-203 PROTOCOLS AND ASTM E-1386 AND E-1996 STANDARDS. 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELDQ>COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5001a WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024—T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS I.C. 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS .OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU-FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL N A VISIBLE PLACE WIT WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK&W OR ALTERNATE LOCK V) MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK W (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK © , OR AN EGRESS H.V. LOCK W SHALL BE USED. 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY RISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE. P.E. 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS 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 SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND 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. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. L E C O 1 w-- TILLIT TESTING & ENGINEERING COMPANY 6355 N.N. 36N. S, Ste. 305. MRGIN GARDENS. FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-153I e—mail: Blteeo9oel.cam --xB-0006719 WALTER A TILU Jr_ P.E. FLORIDA LIo. B 44157 BUILDING CODE (Non High Velocity Hurries CoJ 2009 !ASTERN METAL SUPPLY, INC. ® .S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 BERTHA HV TM' Accordion Shutter System 1I an —'. ,/m/ee UAI t: 09/05/08 3 GENERAL 1o/V/1 DRAWING No 3 08-227 4 SHEET 5 1 OF 14 �b �i . � Ao Io.55Q" 4.37I' 4.857" �Arr iHV,�sB1ADE+�i� COVERED UNDER US PATENT # 5458179 OHD 2" (Max.) B/O HEADER/SILL # 2 3.226' 1.500' 085' 4.897' 8 HV ADJ. ADAPTER W/LIP VARIES 2' 1.91 a" Max. I O I N C 090"� in N .375" N a 9J `N H.V. 2" (max.) DIRECT MOUNT 1 1.917" .093" .093" .060' O60' P h 670 1.695" 1 c 3.520' ©HV CEILING HEADER 1 3.556" •1 I n � �OJ74+ 0.72" 0.72' 3.226" 01 HV ADJ. TRACK 4.576' 2.293" .745' a Q74� • o R, 62, - .062' a 1.325" OL HVa� CENTERMAT� E�1I SELF MATINGF .125' TYP. O CI VARIES FROM 2.000' TO 5.000" ®B.O. WALL ANGLE P.E. Slit/SIGNATURE/I © HV 1" (Max.) B/O HEADER/SILL # 1 o 670" Nam/ .y 072 $I O m .815" .092' 4.436" OJ HV WALK -OVER TRACK ® HV FLOATING CENTERMATE j 2 X Y It 1' 1- 0.062" 1" 2" 0.062" 2" 2" 0.062" 2" 2" A50.052" 2' ®SIDE ANGLE 1 TILLIT TESTING k ENGINEERING COMPANY 6353 N.W. 361h. 5t, St, 305, MRi GWOENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 6-man: ulteaomaol.aam EB-0006719 WALTER A. TILUT Jr. P.E. ,T FLORIDA U.. ff 44167 pdj 'O 1.938" .093' mn q67O 3.529' E�HD',GEILfNG HEADER.fSiLL � 2 O HV 90'/180' STARTER (X)HV CORNER CENTERMATE # 3 X Y t 2" 2" 0.125' 3" 3' 0..S.. x SCORNER POST A■S.S.A. American Shutter Systems Association, Inc. 4-268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Non High Velocity Hurricane © 2002 EASTERN METAL SUPPLY. INC. BERTHA HV'M Accordion Shutter Svst DRAWING No 08-227 VARIES, 12" MIN. 0-20 S.S. OR 3/8•o-Is ACE _ TMJMRSCRENS. (SEE DErA ) NI YOGICING--ko OTES`CN`SFIEET 4 .375't+ 3/8"0-16 ACETAL THUMBSCREWS tl/2' +t 1/4.0 1 /4', 0-20 S.S. THUMBSCREWS I/4"-2cx1/2•_ 1/�'-20 1 1/4--20 FIATq THREA7m 1 rDIE CAST THRFJL^EO CAST S.S N.S. HOUSING ENAMEL HOUSUIG ENAfAEI (2 1'P.) Q9� TED aN(LD PAINTED o m°aAl % 45�$ - RESS TURN l (C] KHDa. 5' .318' CYLINDER BRr55 CYLINDER A, KEYS (CHROME (CHROME PLATED) PLATED) *, H.V:" LOCK-1 ° EGRESS -H-N. t - - ES E4) "-- --- - �! .975' w (SEE NOTON SHEETET 4) .250' O.O. PLASTIC HEAD o • I MOLDED TO ^� SCREW - .825' -`-S:S-THUMBSCREW' . I8' • • N .360' AFTER RIVETING BEFORE RNEnNG 1 /4"0-20 RIVNUT* ® ALTERNATE LOCK (TO HV LOCK CW (SEE NOTES ON SHEET 4) *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT. PART # 0820. AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL 01 LONG .3/e WHEEL 93 NYLON RECESSED ASSEMBLY AT WASHER NYLON BUSHING. AT OTETVERY HER 414z2 3/4" H.V.- KNUCKLE ACCORDION PIN 1 W/ #8 HEAD 1 • #2 SHORT-� FZ-.6 RECESSED NYLON I MIS M BUSHING. N IS N HV ' ACCORDION r PIN 0.188"0 AISI 302 SERIES S.S. R11= AISI 302 SERIES S.S. WHEEL CARRIAGE HV G ® ODE I I ACCORDION ACCORDION PIN PIN �F¢ j e NWO ME TYPICAr-•SHUTTER-:ASSEMBLY 00.324" # 14x2 3/4" H.V. ACCORDION PIN .048= r W/ #8 HEAD TYP. a ® 95 ;WHEEL CARRIAGE :DETAIL rr.Ts. .-A x.^===•-?;==°""S"`=-n.; -•-^ - %% %Cj TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St. SLe. 305. NRGMIA GARDENS. FUMA 33 —•: +; Phone : Silt . Fas : (3D5)871-1831 (30 .-.oil: -m 'I: lilteco6aal.rnm aEB-000.5719 . •:. '� --'; J•'.:' WALTER A. TILLIT Jr. P.E. P.E. SEAL/S16NNIURE/DATE FLORIDA Ue. 1 44r67 FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 N #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD I I c /-#3 NYLON n HAT WASHER ti N 0,870"0/1 G" C{ I T THICK NYLON WHEEL. Llk' V/ -47Y 0r 1 LONG RECESSED ! IRECESSEI 2 SHORT I —NYLON NYLON BUSHING BUSHING I! I iI E #1 LONG 1 RECESSED NYLON�I.I BUSHING 1 #14x2 3/4" H V. ACCORDION PIN W/ #8 HEAD © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System otn DRAWING No 08-22% * NOTES ON LOCKING RODS n , HV LOCK & AND ALTERNATE t U+� LOCK: 1. MANDATORY CONDITION #1: ONE HV LOCK© SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY, ELEVATION. HV LOCK @) MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO © OR ® CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION #1: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 9 OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION #2: LOCKING RODS @ ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS (D OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION 12. ONE HV LOCK @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4"6-20 x 1/ 2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 5. ALTERNATE TO MANDATORY G_ONDInoN—#7_ VALID _ONLY _FOR SYMMETRICAL CENTERMATES: ONE ALTERNATE LOCK W MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS A.T ANY ELEVATION. ALTERI E LOCK 1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"O-2Ox3/4" S.S. T14UMBSCREW TOO OR ©CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. z I, II I I �Zz Wgo I r woo Wg9 Iz Sri �F�s zv w zv S. y v 6 I OF CORNER —UNLIMITED WIDTH CENTERMATE Qa4©°RO°RO TYRIGAL' -SHUlON (D-0 } (D- fL E C 1Nl. TILLIT TESTING & ENGINEERING COMPANY 635S N.W. 36th. St., Ste. 305, MGM OMDENS, FLORIDA 33 Ph— : (305)871-1530 . Fax : (305)871-1531 ,I. •, i': a-mal: tflteco®aoi com WAL7ER A. TIUJr Jr. P.E. F.E. SEAL/SIGIJQTURMATE FLORIDA Ua. 6 44167 A.S.S.A■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX:(561)209-8380 CODE (Non High Velocity Hurricane ©2009 EASTERN METAL SUPPLY, INC. BERTHA HV" Accordion Shutter Svst DRAWING No 08-227 POURED — CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) C OR(Z)9 fiU—lr�Iil M WALL MOUNTING INSTALLATION 1riNG LASS--. i MIN. SEPARATION T i r" / — C ORO CONCRETE ANCHORS , SEE SCHEDULE ON 1/4'm-20z3/4' S.S. NOTE FOR COMBINATION OF SECTIONS: ET 10) SHE - - rMACHINE SCREWS USING 1— SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 1/4"-20 NUTS ® 12- O.C. 2— MOUNTING SECTIONS CAN BE COMBINED 1" Min. IN ANY WAY TO SUIT ANY INSTALLATION. EQ Q Q 3 * E. D. - EDGE DISTANCE E a (SEE NOTES & SCHEDULE ON SHEET 11) I I 1 MIN. SEPARATION TO GAS 90SDNG I I i GL155—i �2 WALL MOUNTING INSTALLATION ni LL Y \\—CONCRErE AN (SEE SCHEDULE ON SHEET 10) 1/410-20x3/4' S.S. PHILLIPS POURED CONCRETE SEE SCE ANCHORS ON TRUSS HEAD MACHINE SCREWS U3 WALL MOUNTING INSTALLATION OR CONCRETE BLOCK. (SEE SCHEDULE ON USING 1/4"-20 NU75 ® 12' O.C. WALL REQUIRED SHEET 10) (4� WALL MOUNTING INSTALLATION INSTALLATION DETAILS FLORIDA BUILDING • j YaL._ I -I. E C A.S.S.A. s3ILUT TES IIN 5t &3 ENGINEERINGGI�INCOMPANY t6 American Shutter Systems Association, Inc. ' .n Phone : (305)871-1530 . Fax : (305)871-1531 !•, a--1: blt.. 0.0.— 4268 Westroads Drive 2 Es-0005719 West Palm Beach, FL 33407 3 WALTER A. MUT a.. P.E. Ph: (877)999-2772 -FAX: (561)209-8380 P.E. SEAUSIGKATUREIDATE FLORIDA U. It a4t87 • I. CODE (Ron Nigh Velocity Hurricane Zone) @ 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System I DESCRIPTION M./-/- Drawn b . F,P, OW —I" DATE: 09/05/08 DRAWING No 08-227 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET it) REQUIRED EDGE OF SLAB IF . D. APPLICABLE i i B OR O ll��f�J INN STING ,LASS-- 1 1 � 1" MIN. SEPARATION TO GLASS A 4 I CO�S,;CEILING9MOUNTiNG INSTA`LLA�10, I A MIN. SEPARATION I TO GLASS CONCRETE REQUIRED NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 3 FOR TYPICAL SHUTTER 1^ T A ASSEMBLY -� MIN. SEPARATION 2- MOUNTING SECTIONS CAN BE COMBINED { TO GLA55 i IN ANY WAY TO SUIT ANY INSTALLATION. i � y E. D. m EDGE DISTANCE EXISTING I 111 I ' (SEE NOTES & SCHEDULE ON SHEET 11) GLASS—• t i / EOAB OF SLAB IF APPLICABLE POURED CONCRETE Z AT REQUIRED HEAD CCNCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) © WALK —OVER MOUNTING INSTALLATION _ #14.3/4" S.S. HEX HEAD TEK OR SCREWS ® 9" C.C. OR 1/4"0-20 T S.S. M.S. 1V/ a 9" O.C. Ox3/4" HEX WASHER,HEAD I N SCREWS ® 12" Q.C. INCRETE ANCHORS EE SCHEDULE ON St.EET 11) 1 i EOCE OF SLR IF .1, ypg; I t� ' APPLICABLE THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED �J 0 y� ADJACENT TO AN OPERABLE EXIT OR ENTRANCE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) POURED) CONCRETTE-REQUIRED I----E. D.• �j7 FLOOR MOUNTING INSTALLATION FLOOR MOUNTItNS�ALLATIO INSTALLATION DETAILS FLORIDA BUILE IL EC :�..:;..._••--.-,•- . _ TILLIT TESTING &ENGINEERING COMPANY American Shutter $Y3t8mS QZ'..'I/f .?../�L ::• � . 8355 N.W. 76th. SL, Ste. 305, NRCINIA GMDFIJS. RORIDA 331E Association, Inc. PH— : (3DS)871-1530 . Pax : (305)B71-1531 a- 61: ult-0-1— 4268 Westroods Drive EB-0006719 West Palm Beach, FL 33407 WALTER A TILLIT Jr. P.E. Ph: (877)999-2772 FAX: (561)209-8380 P.E. SEAL/SIGNATURE/DATE FLORIDA Ua. 0 44157 EDGE OF SL48 IF AFPLCABLE CODE (Hon High Velocity Hurricane ZoI © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Systen 4. DESCRIPTION I DATE Dmwn 0 . F.P. m0 m-1oe ,/ne/m DATc: G9/05/0� DRAWING No 08-227 OUT 5-T6 ALLOY) ALUM. '(2) 1/4•0 TAPCO14 IORS TO CONCRETE (TOP/BOTTOM) & '2• S.M.S. TO TUBE EACH ANGLE (TYP) 1 EXISTING GLASS ?._ — 1 MT_ SEPARAnON TO GLASS 1 I N EXISTING GLASS SEE NOTES ON LOGONG RODSQ , HV LOCKS® AND ALTERNATE LOCK©. ON SHEET 4. I R©oRCoR Exlsnrlc class SEE END WALL CONNECTION F OR Fi + .IO OR OO DETAILS ON SHEETS 8 & 14� — — 3 1/4• 7• 5 1/2' /z• OPPOSING I SYMMETRICAL 1 CENTERMATES CENTERMATES g,a�3/a sJ4s. E 1z I,_W C.C. FU',1 LNCHT. LOCK W& W LOCK W * i• MIN. SEPARATION I N 7 I. GLASS I so• U * A ` Fo L OR O t/@ Rr I )J L OR O L OR n OUT W * S E Cfil O N 1 2 POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL ) — — — — — REQUIRED SYMMETRICAL CENTERMATES opnONAL W1* INBoR©oROoR I. IN. " W LOCK * (INTERIOR) OORO+�ORO To GASSS f _ _ _ _ _ , _ _ _ — _ _ _ — _ -- CONCRETE \/ �l ~ RI ANCHORS D.® I' OR M U* T I VARIES j YY X * U (EXTERIOR) W 1* L OR O OUT 6 1/2- MAX. SLACK 0 UT SECTION 12 AT CORNER CENTERMATES ALTERNATE SECTION 12 SECTION 12 AT SLACK DETAIL (IF APPLICABLE) FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zon © 2009 EASTERN METAL SUPPLY, INC. A BERTHA HV TM A■ --= ■ Accordion Shutter System TILLIT TESTING &ENGINEERING COMPANY American Shutter SystemsEV' N DESCW..RnON DATE Dnan by-, F.P. 6355 N.W. 36th. St., Ste. 305. MRGUTA WRDENS, FLOMDA 3316 1 an osltc s7as7os DATE: 09/05/08 �V" V Phone 305871-1530 :e< Association. Inc. ( c: (sos)B71-Ts3) 4268 Westroods Drive 2 DRAWING No -mail: l0teco0eoLcom EB-0006719 West Palm Beach, FL 33407 �s-227 WALTER A. TILUT Jr. P.E. Ph. 877 99 ( ) P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. E 44167 ( ) 9-2772 FAX: 561 209-8380 SHEET __ 5 7 AC 1A POURED CONCRETE OR V CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS EXISTING GLASS ® 16" O.C. r 2` ldlN. I / 1` MIN. EQ�I I EO SEPARATION 1/16'x3' MAX. (6063-T6) t I TO GLASS CONT. ALUM. CLOSER (LOCATE AT PLATE. (LOCATE AT EITHER EITH R SIDE SIDE OF NE)) 1/2"r OF K�) MIN r- 1 /2- MIL~ �10z1/2" S.lA.SA #100/2"S.M.S. - — - — - a 16' O.0 I ® 16" O.0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS /-8.ORQ OR(EJOR(D ORO+OORO END CONNECTION DETAIL T POURED CONCRETE OR CONCRETE BLOCK WALL y REQUIRED �F,'ISTING CLASS __—�— 1' MD7: ANCHOR ® 16" 1/2' MIN. f O.C. f 2" MIN. 1 _ POURED CONCRETE OURED CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED r % BLOCK WALL REQUIRE EXISTING CLASS // 2" MIN EXISTING GLASS 1 "ti 1" MIN. i SEPARATION II 1" MIN. �J TO GLASS I SEPARATION L. 1/2" " TO GLASS *USE 1" OR 2" MAX. 1 (AS APPUCABLE)x2"z1/B"x0'-2- I ` ALUMINUM CUP ANGLE -- ----- (6063-T6 ALLOY) AT MIDHEIGHT 4 -"-- W/(1)¢1Ox1/2" S.M.S. TON & (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1' O.C. (LOCATE AT EITHER SIDE OF (N�) SEE DETAIL X FORJ/ �q )RC ORUE OR D SIOE CONNECTION OR©OR�OR(D ORO® ® TO TRACKS OR OR OR®+OORO, OR(q+@ORQ ORQB+CORO 't'E=ND%_CONNECTIONDE�TAIL�t�S END CONNECTION DETAIL 4 END CONNECTION DETAIL 2� -- C ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS i10%1/2" S.M.S. — — — _ — 1. 6� a 12" O.0 SEPARATION CONCRETE 1/2' MIN. TO GLASS ANCHOR 12' O.C. ' Lea (2)#14z1 3 HV i 2" -POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS T — 1' MIN. SEPARATION TO GLASS SEE DETAIL X FOP SIDE CONNECTION TO TRACKS �-SOR©OR(DOR® ` GOR©OR(IOR® END CONNECTION DETAIL 5� OR(ED+QI ORQ END CONNECTION DETAIL (6� OR(ED+01.ORQ rTILFEC O " INC. TILLIT TESTING & ENGINEERING COMPANY . 'F ••��!.�;^-. /ri' .•'� W55 N.W. 36th. St, Ste. MS. VAC A WP.OENS. FLORIDA 33 Fhcne : (305)871-1530 . Fax : (305)671-1531 e—mal: tiltecabaol.com • •• EB-0006719 WALTER A TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA LTe- 1 44167 (2)f OR(,1+OORO y,IEAW `�--Pv I)�E,N1II�iXj FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone © 2009 EASTERN METAL SUPPLY, INC. TM BERTHA -HV AA A A. S ■ S ■A. Accordion Shutter System American Shutter Systems EV. Nc DESCFUPTION DATE 0. m by, F.P- Association, Inc. I w °O-1°° °/°S/0° DATE: 09/05/08 4268 Westroads Drive 2 DP.ANIING No West Palm Beach, FL 33407 3 08-227 Ph: (877)999-2772 FAX: (561)209-8380 cur= MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES, `ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM DESIGN LOAD (P.J.) (+ OR —) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/CEILING MOUNTING L + (ft) L- (R) L + (ft) L - (I) 70 OR LES 16'-0" 16'-0- 1s'-0" 35 14'-10" 14'-10" 15'-2" 16'-0" 40 IS-10" 13--10" 14'-2" 15'-2' 45 t3'-1" IN-1' 13'-4" 14'-3" 50 1T-5- 12'-5' 12'-8' 13'-7" 55 ' 11'-10" I V-10' 12'-l" 12'-11" 60 11'-4" 1 V-4" 11'-7" 12'-4- 65 10'-10" 10'-10' n'-1' 11'-11" 70 10'-6" 10'-6" 10,-9' 11'-5" 75 10'-1" 10'-1" 10'-4" 11'-1' 80 9'-10' W-10" 10'-O' 10'-9" 85 9'-6" 9'-6" 9'-9' lo'-5' 90 9'-3" 9'-3- 9'-5" 10'-1' 95 9..-0' 100 8'-9" 8'-4" 9'-0" 1'-7' 105 8--7' 7'-11' 8'-9" 9'-4" 110 8'-4` 7'-7' 8'-7" 9'-2- 115 8'-2` 7'-3- 8'-4" 8'-11" �120T� walzo ! lYG_i }Il'1!i 8•=2. j18i=910 125 7'-10" 6'-8' B'-o" 8'-5" 130 7'-8' 1 6'-5" 7'-10" 8'-1^ 135 7'-7" 6'-2" 7'-9" 7'-9" 140 7'-5- 5'-11" T-7" 7'-6" 145 7'-3- 5'-9" 7'-5" T-3" 150 7'-2" 5'-7" 7'-4" 7•-0- 155 7'-0- 5'-5' 7'-2' 6'-9" 160 V-11' 5'-2' 7'-1' 6'-7- 165 6'-10' 5'-1' 7'-W 6'-4" 170 6'-9" 4'-11' V-11" 6'-2" 175 6'-7" 4'-9" 6'-9• B,-0" 1BC .. 6'-6" 4'-8' 6'-8" V-10" 185 6'-5" 4'-6- V-7" 5'-8" 190 W-4' 4'-5" 6'-6" 5'-6. 195 6'-3' 4'-3' 5'-5"200 6'-2" 4'-2'205 as 6'-1' 4'-1'1 5'-1' MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMuM DESIGN LOAD (P.ef.) (+ OR -) CONCRETE & WOOD INSYALIATIONS A WALL MOUNTING & FLOOR/CEILING MOUNRNG L + (ft) L - (ft) 30 16'-0' 16'-0' 35 14'-10" 14'-10" 40 13'-10' 13'-10" 45 13'-1' 13'-1' 50 12'-5" 12'-5' 55 IV-10" 11'-10" 60 11'-4" 1 V-4" 65 10'-10' 10'-10" 70 10'-6" 10'-6" 75 10'-1" 10'-1` 80 W-10' 9'-10' 85 9'-6" - V-6' 90 W-3" 9'-3- 95 9'-0' 8'-9' 100 8'-9" 105 8'=a" 7'-7' B'=2" 7'-3"8'-0"6'-11' 7'-40- 6'-B' r 7'<8" 6'-5' 7`-7" 6'-2" 7'-5' 5'-11" 150 7'=z' 5'-7" 155 7'-G" 5'-5' 160 6'-11" 5'-2" 165 V-10" 170 6'-9' 175 6'-7' 180 6'-6" 185 6'-5" 190 6'-4" 4'-5" 195 s'-a- 4'-3' 200 6'-2" 4'-2- 205 6'-1" 1 4'-1" INSTALLATION LEGEND FONCREfEe WOOD A�NSORYy WALL 1, 2. 3 1 W, 2W, 3W, MOUNTING & 4 4W, 5W & 6W F OR%CEIIYUNG> 5, 6, 7 8W, 9W & MOUNTING & IOW A MAXIMUM SHUTTER SPAN 'L+ OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 psf. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED. ON MANDATORY CONDITION #2 NOTE $4, SHEET 4 OF 14 + NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+" AND "L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLGOR/CEILING MOUNTINGS: - FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: LH- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1+". 12+', 'b-" AND '!I-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM. ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. IL E C o INC. A.S.S.A. TILLIT TESTING & ENGINEERING COMPANY _ American Shutter Systems .`'•-,"`-`` ; +,,, N� /:•'"i . ' 6lSS N.W. 3fth. Sl., Sla. 3p5, VIRCIhN GARDENS. FLORIDA 3J16 (305)871=1530 . Fax : (305)877-1531 a-mo7: 6lt—ftol.com Association, Inc. 4268 'Neslfo0d5 Drive ,,.a..,''• .. E9-0006719 West Palm Beach, FL 33407 WALTFR A. TILER Jr. P.E FLORIDA U.. R 44157 Ph: (877)999-2772 FAX: (561)209-6380 P.E. SEAL/SIGNATURE/DATE © 2009 E.'.STERN METAL SUPPLY, INC. BERTHA HVTm Accordion Shutter Sy DESCRIPTION I DATE I D— I CIA W-19e I von. I DATE: I DRAWING No 08-227 3'-0' )R LESS '4'-0' 5'-0' 7,-0' 81-01 9.-0 10'-L ,2'-( 13'-1 14'-1 1 s-1 ' MAXIMUM ANCHOR* SPACING (in.) SCHEDULE.FOR A GIVEN MAX. SHUTTER SPAN, DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INUALLATIONS (SEF MOUNTNOS 1. 2. 3_ AND .L ON SIN= 51 - mmm>Eaoovoa�mmEavvod mmmvoovv mmmE■vvvo mmmv000m mmmEa000m mmmv000vm�ononmmm000000mmv0000mmmEaovoommm000roo 0mm0000©m vovvmmmoovovmmmvoov©mmm00000mmm00000 mmmnnvoomm�000vmmmonnvommmvonvo®mmoovva�mmm00000 Immmonnc�■mmmvvvvommmvvvvommmvovvommmvov®ommmono®® mmmoo�o mmnovm��mmo voo®mm oo�oommmvo��mmonnnm I�m�v�vo�®mono vommmm�onommmonpogo om�vo�n�m�© m�vv�vommmvvvam mmmovvooa■mmvovv��mmvo®�oi� �I®iC7�C1m®e mmmoAmeomm�onn®oil©mvonoomm000000®mmov000mmmo ooe ��_o©��mmmimnovvo�®�000®mmmo©000�mmon�oommmaonee Ioomm�oo ®v®�0000��mmm��o�ommmmoee ��vv Im® mm�vaavO�mmvv®norm©vo�a®mmo�ommmmo®©ee 0mmvaovommmomoo mmo>vov�ammc�oQvvemmmmmoeom�aer�®oeee 11119 �MMIKIN mmv®��ommmv�o� mmmvoioQ ia■mm©mvoo� m�mov000 m©vv� m®®v�Qoo m®ones �mmv�osao ommo�vnQomm>s �ee� ®®vvQ�mmoo�ommvaoovom��®©ovnmm immmmm�®mo�vvommmomv ovoo�m®oevovm mwmw mMMMEWN�mM®mvvvoom®moi�ii��0mmoo i� mwom MENOEM ��v000 E0Qo IExmom MONOR o�o�® ©�i�ww 0®f��O0mmNEMON 0mmo0v0�1�moovov0mm0ov000�Q7L7oeeME m�ge m�voSENEXIommm�vo��m0ovov�mmvov000mm0v0000e°°■emcame� �vvoo�immm®voo��mmvvvvoM��vovooMIm®o101101 9em1eie MEZROMgoommov�� OMMKIN NINE �mmv mm MM v�omm m�eiseeei v1111®QvM000mE31111311CIIIImvvanoBm� n101101 ovvo ma�mvvo�o mmvvovvo 0®100vI0v0 �oovv000 I�000000o te�nemmmes l �vomoa�i�om�mv��o�000vo®v�iovvoowovoovo �eseeoem HBOvo�omv'ov�vQo movom�000�ovoomov000voeW ieseseem� I 000�o oo�o®Qoo oar{ 00000=mum= ova HEM sMM % TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. 5t.. Ste. 305, MNG4MA GARDENS. FLORIDA 33 Phone (305)871 -1530. Fez (305)871-I531 e-MOIL Wt—accl— ' _ Ee-0006719 WALTER A. TILUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE nAFIDA U.. a 44167 TAPCON OR TAPCON WITH ADVANCED THREAOFORIA TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR, SPECIFICATIONS ON SHEET 11 RIDA BUILDING CODE (Hon High Velocity -Hurricane Zorn © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV Tm Accordion Shutter System ■ ■ ■ ■ American Shutter Systems Association, Inc. �• No DESCRIPTION DATE Crown 6•. F.P./L 1 ma •6-tve a/as/m DATE: 09/05/08 2 TTT oN" i_rimr, auETaaw V &TAPPERF 10/27/10 DRAWING No 4268 Westroads Drive West Palm Beach, FL 33407 08_227 Ph: (877)999-2772 FAX: (561)209-8380 currT MAXIMUM ANGHOR• SPA ING (ln,) MED LE FOR A GIVEN rey SHUTTER SPAN. 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SEAL/SIGNATURE/DATE *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. f'c - 3 ksi) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. (Ain. V. 3 ksi)) - 1/4"0 x 3/4' ALL POINTS SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY, (Min. f'c 3 ksi) 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 ksi) - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR. REGISTERED WfTH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. Vc - 3 ksi) NOTES: Ai) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4% AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 'WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES At) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. - 1/4"0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS; PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 9.1) & 6.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WRH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS! MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE - FACTOR ACTUAL EDGE OIC7ANCE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W CAP / TAPPER + MIN. SPACING E.O. MIN. SPACING = 3" MIN. SPACING - 3" MIN. SPACING = 3 1/2' MIN. SPACING - 3" 3 3/4" 4" POURED CONCRETE & CONCRETE BLOCK L9i1 ED-'3' POURED CONUCE wi. ED.•3 1/2 CON7EI'e BLOOM MN. ED. 1/2' POURED CONCRETE & CONCRETE BLOCK WL E0.=3 1 Y POURED CONCRETE & CONCRETE BLOCK MWL Ea-3' PqM CJNMIE I!N ED.•3 1/2' CONCRETE B.DCK MN ED.=2 1 2 / 3- 1.0 0.90 1.0 0.78 1.0 0.84 1.0 2 1/2' - 0.81 1.0 - - 0.67 1.0 - 0.71 _ - .. - - os1 - L2' 3/4' . - 0.91 �1�0.71 w.n _ _ _ 0.43 - 1/2' 0.35 0.35 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. St, Ste. 305. VIRGIWA fiSRDEHS. FLORIOA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e--it: Lifte..Bool.com ES-0006719 WALTER A TLLTT Jr. P.E. FLORIDA U.. j 44157 FLORIDA BUILDING CODE (Hon High Velocity Hurricane © 2009 EASTERN METAL SUPPLY, INC. AwS.S.A■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 BERTHA HV TTA Accordion Shutter System _ RL N DESCRIPTION DATE Drawn by. F.P. LG. I ae m-,s6 •/-/-- DATE: O9/OS/08 DRAWiNG No 08-227 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) � LJ B =-; -T F=;-> ,o, T E SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH )NI MIN. G=0.36 1/2" MIN. CDX PLYWOOD MAXIMUM SPAN (ft) WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & low1 WALL MOUNTINGS W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS T 2W3W & 6W 1 V:, , CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 1 OW WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (PSQ NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 11 90 105 30 40 160175 90 105 30 40 60 75190 105.30 40 60 75 90 11051,30 40 60 75 90 1105.30 40 60175 90 105 30 40 60 75 90 105 -0' OR LESS 12 10 10 9 1 8 16 6[5.5 6 6 6 5 12110 10 9 8 8 6 6 6 6 5 4 12 10 10 9 6 8 6 6 5 4.5 4 3 6 5 4 4 4 3 4'-0" 12 10 10 9 8 8 6 6 5 4.5 4 12 10 10 9 8 8 6 6 15.514.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 10 9 8 8 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-O" 12 10 10 9 8 6.5 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 10 9 6.5 4 6 4 3 2,Z 2 12 10 10 9 4.5 3 65 3 2.5 2 - 12 10 10 7 ` 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 10 7.5 4.5 3 6 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12010t2. - - 4.5 3 2 - - -' 6 5 4 - 9'-0" 12 10 10 5 3.5 - 6 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 - - 4 3 2 - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 52.5 .2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3- - 3.52.5 - - - - 6 5 - - - - 11'-0" 12 10 5.5 - - - ' S 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 -- - 3 2.5 - - - - 6 5 - - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - •12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - -12 10 - - - - 3.5 2.5 - - - 7 - - - - 2.5 2 - - - - 6 4 - -14'-0" 12 10 - - - - 4 3 - - - - 12 7 "- - - - 3 2 - - - 5 - - - - 2.5 2 - - - - 6 3 - - - - 15'-0" 12 -- -3.5 - - - - 12 - - - - - 3 - - - - 112 - - - - - 2 - - - - - 6 16'-0" 12 - - -12 - - - - - 2.5 - - - - - - - - - 2 - - - - - 6 - - - - + NOTES ON ANCHORS REOUIREM NTS• WOOD SUBSTRATES 1. ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MATNIFACTUP.ED BY I.T.W. BUILDER W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W. SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ 9-0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G-0.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (19B6 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. P.E. �SLIE! C O TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. NRCINIA GARDENS. FLoRIM 33 Phone : (305)671-1530 . Fox : (305)871-1531 e-mail: Ult-ftol.- EB-0006719 WALTER A TILLfr Jr. P.E. FLORIDA Ue� f 44, 67 A.`7aS.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Nan High Velocity Hurricane Zon © 2009 EASTERN METAL SUPPLY, INC. BERTHA, HV TM Accordion Shutter System 1 DESCRIPTION I DATE F- D.- by'. F.P./L. an oo-te, n/oa/ae DATE: 09/05/08 TJPDON WRH ADJANCW ,6/x,/,o DRAWING No TWWI,ORN TECHNOLOGY 08-227 O I ILL FINISH 1/4"0 TAPCON OR JAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) IIIL9�.1.TI1111 7AA • -_\ IXISDNO MIN. 1.. 2'x4' WOOD I I HEADER. REQUIRED EXISTING GLA<Sd I I I I E7" MIN. SEPARATION I I TO GLASS I f 1© WALL CONNECTION AT TOP EXISTING cL/ss-3 t MIN. SEPARATION 2"x4' CONT. TO GLASS WOOD PLATE REQ�D. I-"Tr>,l i ITS_. WALL FINISH z INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS r1/4'0 TAPCC14 OR TAPCON WITH ADVANCED THREAD FORM TECHNOLOGY I; W/ 1 1/2" Min. PENETRATION , OF THREADED AREA TO I EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) 1/4'0-20x3/4" S.S. MACHINE 0 1' MIN. SEPARATION l ' I ' A SCREWS W/ 1/4'-20 NUTS TO GLASS I I 1• ® 12" O.C. I I. I Q Q EXISTING 6 I I Z x GLASS-1 I. E II I I FALL % i I \\ w \1'-WALL / FINISH I Z .' 'EXISTING MIN. I I N F OR C ( 2"x4' WOOD I \ O B HEADER REQUIRED 1/4"0 TAPCON OR EXISTING 1' MIN. SEPARATION i' I TAPCON WITH ADVANCED GLASS I TO GLASS I ' THREADFORM TECHNOLOGY I W/ 1 1/2" Min. PENETRATION 'I 1` Mic iDTOF H�OFD WOOD PLATE. 2"x4" CONT. SILL V (SEE SCHEDULE ON SHEET 16) 2Y WALL CONNECTION AT TOP PLATE REO•D. 3W WALL CONNECTION AT BOTTOM S ,I II 0 I EXISTING I,-_7' MIN. SEPARATION I I �1" MIN. SEPARATION I I 11 CLASS— TO GLASS I I TO GLASS I E ISTING I I I I A GLASS—Il I I I I • I I I B I I ; WALL—, I I N z .III III WALL — FINISH/ NOTE, 1-SEE SHEET �AA SHUTTER AS 2-MOUNTING S COMBINED I SUIT ANY INSTAUATION. { j I 2"x4" CONTJ t WOOD PLATE ' I I oI - It 1 ' \ F OP.© REp•D. I 1 L-E Q1" Min.—+ Q o 1 � 1 11 1/4.0 TAPCON OR 1 1 i I � _ \ iV—+ 1 l , t TAPCON WITH ADVANCED t 1/4'0-2Ox3/4" S.S. MACHINE 1' Alin. SCREWS USING 1 S.S.MA NUTS II 1 ( t ' 1I L \� SCREWS W/ 1/4'-20 NUTS 1 i 1 l 1� �. SCR 0-20x3/4' S. MACHINE THREADFORM1 TECHNOLOGY ' ( V ! ® 12"'D.C, t �1 in flit ' �i 4"0 TAFCON OR / / VV W/ 1/2" Min. PENETRATION OF 2" 4" CONi. I TA.PCON WITH ADVANCED ® 12" O.C. THREADED AREA INTO PLYWCO) \ 1/4"0 TAPCON OR I SILL PLATE THREADFORM TECHNOLOGY (SEE SCHEDULE ON SHEET 16) TAPCON WITH ADVANCED (REO•D. ' W/ 1 1/2" Min. PENETRATION I/J 1/2" MIN. COX THREADFORM TECHNOLOGY i 1 OF THREADED AREA 0 L,/2" MIN. CDX PLYWOOD REQ'0. I PLYWOOD REp D. W/ 1/2" Min. PENETRATION OF MIDY41DTH OF WOOD PLATE. EXISTING MIN. 2"x4" STUDS ® 16 O.C. MAX, REO•D. PLYWOOD TO BE J WALL FINISH THREADED AREA INTO PLYWOOD. I (SEE SCHEDULE ON SHEEP 16) ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. (SEE SCHEDULE ON SHEET 16) �W WALL CONNECTION AT BOTTOM 6W WALL CONNECTION AT BOTTOM WALL CONNECTION AT BOTTOM SCALE: 3/8^=1" FLORIDA BUILDING CODE (Hon Hi�h Velocity Hurricane Zone) © 2009 EASTERN METAL SUPPLY. INC. BERTHA HV TM A■S■S■A■ Accordion Shutter System __- Drawn by. F.P./I.G. 'SST REV. N DESCRIPTION GATE TILLIT TESTING &ENGINEERING COMPANY American Shu#ter Systems 6355 N.W. 36N. 5l., Ste. 3DS. NRMNM GWDENS, FIMCA MIE 1 an m-++e s/�Ne DATE: p9/OS/OS r" . .;`• Phone (306)871-1530 . Fax : (305)871-1531 Association, Inc. a� -moil: 6lleccOaol.wm 4268 N,'estfoads Drive z TAP°ON Wml ADVANCED m/n/1 DRAWING No 1?1J:},.•,.• '.�._ T14RE4DFORM TECHNOLOGY i. , _zw• ES-0006719 West Palm Beach, FL 33407 08_'�27 •�/�f < .oc• WALTER A. TILUT in RE Ph: 877 999-2772 FAX: 3 P.E. SEAl.j51GNAWA'E/DATE FLORIDA.D4. j 44167 ( ) (561)209-8380 4 SHEET 5 13 OF 44 e - EQ EQ- 2" MiN. 4"x8" (Min.) EXISTING WOOD / / 1/ / BEAM REQUIRED. STRUCTURAL / - EDGE (IF APPLICABLE) ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR EXISTING WOOD ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1 /2" 1/2 TRUSSES OR OTC.REQUIRED 0 �) / / I 1 /4"0 WITH OR � II / TAPCON WITH ADVANCED jam=' / THREADFORM % EXISTING SOFFIT 3/4" hfaz. THK. TECHNOLOGY W/ 1 1/2" Min. PENETRATION / OF THREADED AREA To j)14x3/4" EQ -EQ I __ 1•xb"xi/8" CONT. ALUM. TUBE EXISTING WOOD BEAM S.M.S. 0 6" D.C.. � (6053-TB ALLOY) W/ (3)5/16"0 (SEE SCHEDULE ON SHEET 16) EQ j I I LAG SCREWS TO EACH RAFTER OR E OR O TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD 1 I E OR O I I MEMBER (2" MI.. NOMINAL j OPEN HOLE AT EACH WIDTH) W/ 2" Min. PENETRATION 1 I I STUD TO ACCEPT I II OF THREADED AREA. VALID FOR 1 5/16"0 LAG SCREW I x INSTALLATIONS WITH 72pd MAX. EXISTING I I I I AT CENTER OF TUBE DESIGN LOAD AND 9'-0" MAY. GLASS-1 I I SPAN. THIS INSTALLATION IS ONLY I Li I VALID FOR WOOD 5V/ MIN. 1 I I 1 1" MIN. SPECIFIC GRAVITY OF 0.50 AS I SEPARATION I 0 UGLAS FIR OR SOUTHERN PINE iw TO GLASS I No. 2, OR EQUAL I 1" MIN. I EXISTING I I SEPARATION I I GLASS I I TO GLASS I I A A © HOLLOW CEILING MOUNTING INSTALLATION 8� SOFFIT MOUNTING INSTALLATION F { I I A 1 MM- I-SEPARATIO j 1- MIN. A EXISTING 1 TO GLASS I —SEPARATION TO GLASS I I 1 I CLA55� 1 1 < I I ALTERNATE EXISTING GLASS 1 1 I I I I I 1 I 1 I AN i LOCATION I I I I 3/8ri. III I I I 2"x6" MIN. WOOD ((('''��-�� ©� AtOx3/4- HEX DECK REQUIRED i 3/8 WASHER HEAD TEK (NO FINISH 2"x6" -MIN. WOOD DECK SCREWS ® 12. O.C. -� ALLOWED) REQUIRED (NO FED INISH ALLOWED) ED EDGE OF DECK EDGE OF DECK 1• IF APPLICABLE IF APPLICABLE E.Q._. E0. 2"x4" MIN. WOOD STUDS._ (AS APPLICABLE) WALL FINIS EXISTING GLASS Z- TIII —_ I 1" MIN. SEPARATION TO GLASS W. E"� .-1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY RW BUILDEX ANCHORS 0 6" O.C. W/ 1 1/2" MIN. THREADED PENETRATION INTO STUDS OR W/ MIN, 1/2 THREADED PENETRATION TO 1/2" COX PLYWOOD IF NO STUDS EXIST. �-1/2• MIN. COX PLYWOOD. 1/2' MIN. I -�� - - �TOx1/2" S.M.S. ® 16" O.0 (DOR®OR ©OR OR GORO+() 1 ND ECONNECTION DETAIL 1 W & 4W 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM - 2"x4- MIN. WOOD TECHNOLOGY RW BUILDEX STUDS RE01 I�ANCHORS W/ 1 1/2" MIN. EXISTING GLASS f THREADED PENETRATION INTO STUDS ® 12' O.C. i" MIN. 1 SEPARATION \ 1 TO GLASS ,. -- 1/4"0 TAPCON 2" MIN. OF DECK IF OR TAPCON WITH 2' MIN ADVANCED THRMFORM TECHNOLOGY 1/4"0 TAPCON OR TAPCON VV1TH 2" MIN.©OR�OR©ORel APPLICABLE `-WALL FINISH W/ 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. NOTES ADVANCED THREADFORM TECHNOLOGY�� W/ 1/2 Min. PENETRATION OF ,,�� OR L/""llJ+® (SEE SCHEDULE ON SHEET I6) 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEh16lY 2-!N UNTING CAN THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) END CONNECTION DETAIL FLOOR CONNECTION TO SUST ANY INSTALLATION. FLOOR CONNECTION SCALE. 3/6• = 1- FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone) ©2009 EASTERN METAL SUPPLY, INC. I L %�■ S BERTHA HVTh7 :�,.L o 1 c1_ E c o �Nc. ■ ■ ■ Accordion Shutter System - TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY. N 1 DESCRIPTION DATE Omwn . EP- /LG 6355 N.N. 36th. St- S1f• 30r% V7..GINI4 QMMMS, FLORIDA 3316 Association, Inc. a.0 a3-Ife 9/W/CE DATE: 09/a5/DB Phone (305)871-1530 . Fax (305)871-1531 e 61: 4268 Westraads Drive 2 T'1P°aN vmH ""NCEo THRFAOFa11M TECHNOLOGY o/n/+ DRAWING NO ,`te,,• "• <. I'; '. 5 `� ..�'- 00067191.cam WALTTR A. PLUT jr,J P.E West Palm Beach, FL 33407 3 08-22% A P.E. SF�D%SIGNATURE/DATE FLORIDA U U. E 44167 Ph: (8771999-2772 FAX: (-61)209-8380 SHEET 5 OF 14 e -UIT [.UMrUIYLIVI'`" ,,. L LAUUNYb (r.J-F.j run A.1L.G /-UJ - rtAN- KUL BASIC WIND SPEED- = 140 Fnph CATEGORY 11 BUILDINGS (I=1.00) RESIDENTIAL, APARTMENT BUILDINGS -& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT Lx• LESS THAN 7'-9- _ L'* GREATER OR EQUAL THAN 7 =9" AND LESS THAN 12 3- I" GREATER OR EQUAL THAN 12'-3- (h) P05/T1VE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE 0' - 1s' 42.7 5Z2 40.5 52.4 37.8 46.8 > 15'-20' 45.4 -60.8 43.0 55.7 40.1 49.7 • 20'-25' 4Z6 63.7 45.1 58.4 -42.1 52.1 > 25'-30' 49.4 66.2 46.9 60.7 - 43.7 54.1 > 30 =40' 52.5 70.3 49.8 64.4 46.4 57.5 > 40'-50' 55.0 73.7 - 52.2 6Z5 48, 7 60.3 > 50'-60' 5Z2 76.6 54.2 70.2 50.6 62.6 INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE COND177ONS AND FOR ALL ROOF SLOPES. ** L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BANANA SHUTTER HEIGHT. *** PRODUCTS WHICH BEAR A MIAMI-DADE COUNTY OR A F.B.C. -APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.,2 FOR ASCE 7-05 - PEA�`KROOF HEIGHTGREATER THAN 60 FEET BASIC WIND SPEED = 140 mph CATEGORY Il BUILDINGS (1=1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF _HEIGHT (h) L" LESS THAN 12-3- L*•- GREATER OR EQUAL THAN 12'-.i" - POSITIVE NEGAfi/E POSITIVE NEGA17VE > 60' - 70' 54.1 99.1 49,2 85.3 > 70' - 80' - 55.6 102.0 50.6 BZ7 > 80' - 90' 5T.0 104.5 5-1.8 89.9 > 90' - 100, 58.3 .106.9 53.0 91.9 >. Jo0'"- 95.5 > 1. - 140' 62.6 - 114.7 56.9 98.7 > 140' - 160' -64.4 718.0 58.5 101.5 > 160' - 180, 66.0 121.0 60.0 104.0 > 180' - 200' _ -67 8 123.7 - 61.3 .106.3 > 200' - 250' 70.7 129.6 64.3 1 T 1.5 > -250' - 300` 73.5 134.7 66.8 -115.8 > 300' - 350' 75.9 1.39.1 69.0 119.6 > 350' - 400' 78.1 143.1 -71.0 123.1 > 400' - 450'1 80.0- 146.7 72.7 126. T > 450' - 500' 1 81.8 150.0 74.4 -129.0 l.) THIS'CER7IRED SIGNED AND SEALED WIND LOAD SCHEDULE, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-D5, SECTION 6 STANDARD, FOR A- BASIC WIND SPEED OF 140 ,MPH, AND APPLICABLE IMPORTANCE FACTORS &-EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM477ON FOR A -SITE SPECIRC PROJECT. 2.) THIS WIND LOAD SCHEDULE MUST BE SIGNED, SEALED AND DATED BY TFIIS- ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. J) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND LOADS BASED ON 7HL4 GENERIC WIND LOAD SCHEDULE 4.) THIS WIND LOAD SCHEDULE SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOADS SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD SCHEDULE SHALL BEJNDIOVED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET• OPENING SCHEDULEIr-LART, EfP-). I DSO - Oa ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COTIL NCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE QR0p 'I °01111106BOIB90/0®SO �P C ENSF ijczz o a � No. 44167 Thisi NtAM t D ' s o as er rang. �IE OF .L'(1z. YMIId OIII•••�v��N y For One Time Permits �,,Fss�..... �• o� EN s',��FFIIINAI ee000 2007 FLORIDA BUILDING CODE (NON HIGH VELOCITY HURRICANE ZONES)