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HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT o v BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 SC B NNe® APPLICATION FOR STORM SHUTTER PERMIT St. Lucie Ccuh$`a DATE: 6-`( PERMIT NUMBER: 1. LOCATION/SITE ADDRESS: 9' 9 60 S ©6,64A)A� &802 j-6r/"s6-'v 1SC``1�i`�% 2. PARCEL ID NUMBER: �S ©� ©� _ 003 Z — ®©D — d/ , V-W- _m- 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: i /¢2/ 7-1 C 4. TYPE OF STRUCTURE: SIR ADDITION OTHER ��� 5. OWNER INFORMATION 6. Name: t4//1-/W/ 622 Address: 9 -7 C 6 S ©�i�= t ' S0oZ City: � CENS J GG1� State: -7 L Zip: OF S 7 Phone: �?.29 -133S CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: Business Name: Phone number: 8 71 - f 91.- Type of Surface attachment: Wood Frame Concrete Masonry Other Product Maximum Opening Pressure per A.S.C.E. 7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Type Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels 70 P Cho ccordion f 60.a 0 jsf4 /�PGoii1 S.� '0" Roll U Colonials ther ALL PRnniTCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STR UCTURES ONB�K 7. VALUE OF CONSTRUCTION: $ S/ FEES DUE. OWNERS AFFIDAVIT: I certify that all of the information contained in this application is c t and that all w rk will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAME OF OWNLR OR CONTRACTOR/QUALIFIER SIGNATURE OF�'N� C KAC:I OIU QUALIPIP.K STATE OF FLORIDA, COUNTY OF ` I-nlff& G e ('�] ercA ACKNOWLEDGED BEFORE ME THIS Cn DAY OF , 20UBY, I - \ Y�1�'C ` �. 5 IS P NALLY KNOWN TOME O =OHAS ODU ED i AS SIGNATURE O OAR TITLE: NOT PUBLIC SLCPDSD Revised 96/17/2010 fT NAME OF NOT c{" rye i ANGELMMMFF NUMBER 4 .r_ MY COMMISSION#EE08353!' o: EXPIRES: April 12, 2015 ,4 '.h � Bonded Thru NotaryPublic Underwrh.zm PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division 2300 VIRGINIA AVE. FORT PIERCE, FL 34982 (772)462-1553 PERMT RENEWAL REQUEST ADDRESS:06? V /_ A U f l P�rFiZ PERMIT NUMBER: V I, S AM REQUESTING THAT THE ABOVE PERMIT IS RENEWER. I UNDERSTAND iHAT I MUST SCHEDULE AND PASS ALL REQUIRED INSPECTIONS FOR THE PERMIT TO BE FINALED. FURTHER, I UNDERSTAND THAT THIS IS A ONE TIME RENEWAL AND THE PERMIT SHALL EXPIRE SHOULD I NOT RECEIVE A PASSING INSPECTION DURING ANY SIX MONTHS PERIOD DURING THE RENEWAL PERIOD. az� owr4ER4LIDR OR cdNTRAcro1rs!GRMuRE DATE STATE OF FLORIDA, County of S� - I--V c•j "'4-- ACKNOWLEDGED BEFORE ME THIS \0� DAY OF V\ A �' + , 20 BY Cft6-VN-%S \)- y WHO IS PERSONALLY KNOWN TO ME , OR HAS PROVIDED VJS 00 - 0%A"t- 't AS IDENTIFICATION. STATE OF FLORIDA, County of S'�r }- Q c..\ Qs DEANNA GIVENS SIGNATURE OF NOT Y COMMISSION NUMB _ =o.ar PLUO % Notary public - State of Florida My Comm. Expires Dec 14, 2016 Commission ! EE tiSgN %;° l�%�p�� Bonded Through N�;MdIMP Afsn. FOR OFFICE USE ONLY: RENEWAL FEE: $ % 15 'Od No. of Open Inspections _ Total No. of Inspections = (% of Open Inspections). Original Permit Fee $ x Open Inspections (%) _ $ (Renewal Fee). Example: [15 T 23 = .65(%)] $175.00(permit fee) x .65(%) = $113.75 (Renewal Fee) SLCPDSD REV 4/11/2011 Planning and Develop-Int.Services FA1101Building Division 2300'Virginia Ave- . _ - - --- =- -----fort P1eece;-FL--34982 _�� — - - = - - - ---- - -- y r - _.�,_�....�,.�„�.�.,-. - — -- - - - v_ :Hold. Harmless I,ndemini _ to_Cancel or_Transfelr_. =A Void=Persv�t - - - - -. -_ -_-- -- _n...__ P-roperty-Address-O1,E�'" Address zipW1, •Phone/Cell T�7Q�-5-6 Address ��: a1( ff• c�,_� S�ZIp3:1�s. - -- -Contr�or=State License -= - - -^-- "_=----SLG-License -- -- :==email--T- Commercial Residential _ As legal Property Owneror:Contractor (circle one) I,_ - --request. _-Check one -,.-Can - cellation: �� .Transfer y _ wk .��,-::_.__..... �; .•_ 9f-Permit-Number r - Issued t6.'-- the following circumstances: , Non -Performance of• Contract Transfer to New, Contractor.::or:O/B , Abandonmentof Contract, Contractor is Deceased- -, -=-,Contract, Disputes . -Further, I understand.thatthe replacement contractor will -assume :responsibility-for._any/all .work_performed; under:this ; permit.= I hereby agree to re apply ,Owner/Build _or, Authorize, oapplyfor such permits) as may be necessary to construct or complete construction at the property Listed herein: << --INDEMNIFICATION:-I,- ,I r-r u -(Property-Owner or- _Contractor),- hereby -indemnify- and -hold - harmless St Lucie County, its officers, agent, a d employees (including by not limited to Building Official(s),.from all costs, fees, or -damages arising from any and all claims of.action for any reason, which may -arise from .or pertain to this permit cancellation and re -issue request. (Note: A copy of this notice will 'be sent via regular mail to the prior contractor or owner, where applicable.) Refund'Requested: Yes XNo; Amount approved: $ Signature o ntractor Dafe '. Signature of.'Owner- "` -DTate / Peint_Name Print Name.• State_of-Elorida, county- _ St Lucie _-: _- __ : ______ __— _ _ _ __ . _ State of Florida County of 5t Lucie - The -following instrument w acknowledged before me The following instrument was -acknowledged'before me this. day of 20 ' this Q,0 day of qq'�\ 201_4� b._ who_._ ersonall:known_ _ b C1�ac\tS r'�whois ersonall known _ y _. _ p--_ Y _ _- - - - - -- Y ., p- - -- y -- - — to me, or who has_produced as ID. to m�ohjo�has roduced. as ID. 3 ao Signature of Notary Date Signature of Notary. ®ante ..,"„ DEANNA GIVENS o4r P�a��•_ Notary Public - State of Flortda . r'•2 - ; • My Comm. Expires Dec tb16.20 o;= Commission # 6E 858761 Through NVAO t! "y Mn • I Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applic le laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on ho to meet the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial / -IA l I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and lie le for the cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relat94 medical cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owneribuilder exemption shall be reported by the Building and Zoning Department to the Florida Sta�t�e epartment of Professional Regulation. Signed and acknowledged on this day of &42fCf� of 20 / . _ weer/Builder Signature STATE OF FLORIDA , COUNTY OF Sir . �- V a 11, ktq The gQregoing instrument was acknowledged before me this °1� day of�'� • , 20 �y , by 1t\d \t S W `j A VN who is personally known to me, or who has produced W 50 O — 1 ^ 514 • O y -a as identification. Signature of Notary Type or Print Name of Notary ea DEANNA GIVENS Title: Notary Public Commission Number 1�$S�1 ro ,'aY P" b`* e`� ; Notary Public -State o1 Florida My Comm. Expires Dec 16 2016 SLCPDSD Revised 07/22/2010 4ti"r c:; CorrImlSSfO(1 # EgI 858781 °; ;; °�`� Bonded Through N2091 NOXY Assn Property Appraiser - St.Lucie County, TPage 1 of 1 Wilfried Wiegand Record: 1 of 1 Property Identification Site Address: 9960 S OCEAN DR 802 Sec/Town/Range: 02 :37S :41 E Map ID: 45/02S Zoning: Ownership and Mailing Owner: Wilfried Wiegand Address: 9960 S Ocean Dr Unit 802 Jensen Beach FL 34957-2457 PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes ParcellD: 4502-702-0032-000-1 Account #: 122207 Land Use: Condo City/Cnty: St Lucie County Legal Description THE MIRAMAR II UNIT 802 (OR 707-2129) Exemptions Permits Home Print Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 225800 Land Value: 0 Acres: 0.02 8/27/1990 100 01 WD 0707 / 2129 Assessed: 225800 Building Value: 225800 11/1/1984 130000 00 CV 0450 / 2200 Ag.Credit: 0 Finished Area: 1434 SgFt Exempt: 50000 Taxable: 175800 Taxes: 3858.29 BUILDING INFORMATION a Exterior Features 3900 View: RoofCover: - RoofStruct: - Ocean View ExtType: X092 - ThMiramarlI YearBlt: 1984 Frame: - Grade: X92C - MiramarllC EffYrBlt: 1984 PrimeWali: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWali: - Interior Features BedRooms: 2 Electric: - PrmintWail: - FuliBath: 2 HeatType: - AvgHt/Fi: STD 1/2Bath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qua]. 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 htti)://www.-Paslc.org/Drc-as-p?prclid=450270200320001 7/6/2011 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3607005 OR BOO'~ �05 PAGE 2776, Recorded 07/06/2011 ��'`--T•2:55 PM The undersigned hereby given notice that improvement will be made to certain real properly, and in accordance with Chapter 713, Florida Smnus the following information is provided in the Notice of Commeneemem t j5oa-1Da• 003;, I. DESCtiI MON OFMOPBRTY (Legal description and street address if wr4able) TAXIML10 NUMM: _ QDO - 1 MBDIvmox /)i7lklMl.�� RLoac ntdCT LOr DLnc UtIIT' °2 2: &MMALDESt>IaMONOF 3. owrimm•>Bmanom a. hAddrea�`i(or� !� Orn�.. p[ �AQ� n ..:.,o C� .3 S1 e.larrrestinpraputy d Nuns and rddrsv of fen simple fidehotdv(a<at5errhaa Ovmar) 7�'�'` 4. COMBACrOR'S NAME,•nm+s=AND PR0N8NOM3EB: 5. SURETrS NAMI,ADDRM AND PEON$ NUMBER AND BOND AMOUNT: 6.LE[ -`SNAr=ADDRWAND1M0n UpBM 7. Persons within the State ofFlorida drsipated by Ownerupon whom notices er other docrmmenb may be served as provided by Section 713.13 (1) (a) 7., Florida Staba= ' NAME, ADDPM AND PEONENUMB= B. In addition to bimself or herseK Owner dw*ates the following to receive a copy of the Liences Notice as provided in Section 713.13 (1) (b), Florida Statutes NAME,AMMS MM PEONS M MMR: 9. Expiration date of notice of cam mencerne nt (the expiration date is 1 year from the date of specifled)' __•_, 20_ recordm3 unless a different date is Signata of Owne • or Print Name and Provide StpatoWs Title/Office Owner's Authorized Officer/Director/Partner/Manager State of Florida County of ' - Thc foregoing instrument was admowledged before me this � day of 'tf� __ , 201 By 1 iti 1 e � (I iamee dwI Ias ds.` i %,. a (nperson) For (type of auffimity,...e.g. officer, trustee, attorney, in fact) (name of party on bebalf ofwhom instrument was exemmd) Personally !mown or_ produced the iblig n a of idadifi ' i�t,tu1= MISSI LRODT �.� .� MYODMMISSIONiDD857A77 `ThNEI20t (SigoahueofNotary]?ublic) Bw4Under Penalties of perjury, I declare that I Bove read the foregoing and that the facts in it are true to the best of my lmowl edge and belief (Section 92.525, Florida Statutes). SI ature(s)of waer(s)ar Owner(s)' uthortzed Offieer/Dlrector/PartneriMaangwwhosieaed above: By _ By Rev.08-0IF07 (8..Rxmdm� STATE OF FLORIDA ST, LUCIE COUNTY THIS IS TO CERTIFYTHAT THIS IS A TRUE AN'D CORRECT COPY OFTHE ORIGINAL. _ JOSEPH/fiSMITH BY: Deputy C Date: / BUILDINGS PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7 05 PEAK ROOF HEIGHT LESS THAN OR EQUAL TO. 60 FEEL* BASIC WIND SPEED = 140 mph CATEGORY 11 BUILDINGS (1=1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF A < 20 FTT xIr 2 20 Ff < A < 50 it *x A P 50 FT xx HEIGHT (h) POSRNE NEd177VE POSITIVE NEGATIVE POSITIVE N=77VE 15' 42.7 40.5 52.4 37.8 46.8 > 75'-20' 45.4 60.8 43.0 55.7 40.1 49.7 > 20'-25' 47.6 63.7 45.1 58.4 42.1 52.1 > 25'-JO' 49.4 66.2 46.9 60.7 43.7 54.7 > 30'-40' 52.5 70.3 49.8 64.4 46.4 57.5 55.-0. 73.7 52.2 675 48.7 60.3 > 50•_6O• 5�j 76.6 54.2 70.2 50.6 62.6 -, )R COMPONENTS & CLADDING (Ps.F) EUR Asce 1-Ul - MAF BASIC WIND SPEED = 140 mph CATEGORY II BUILDINGS (1=1.00) 77AL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF A < 50 FT xx A , 50 F' morm I.) THIS COMPED SIGNED AND SEALED WIND LOAD SCHEDULE, PREPARED BY THIS ENGINEER. BASED ON ASCE 7-05, SEC77ON 6 STANDARD, FOR A BASIC WIND SPEED OF 140 MPM AND APPLICABLE LVPORTANCE FACTORS & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORM47/ON FOR A SITE SPECIRC PROJECT. 2.) THIS WIND LOAD SCHEDULE MUST BE SIGNED SEALED AND O47ED BY THIS ENGINEER F USED TO OBTAIN A ONE 1111E BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER 70 BE RESPONSIBLE FOR THE S£LECDON OF DESIGN WIND LOADS BASED ON MS GENERIC WIND LOAD SCHEDULE 4.) MIS WIND LOAD SCHEDULE SWILL BE CONSIDERED UMAUD IF ALTERED BY ANY MEANS 1) DESIGN WIND LOADS SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD SCHEDULE SNAG. BE WO1C17ED ON A SEPAR47E DOCUMENT PREPARED BY THE CONTRACTOR OR PERM? HOLDER (4.0•. SPRiXOSHEET, OPENING SCHEOULE/CHART• ETO). I * this is Not A Master Drawing: Valid Only For One Time hermit. MAY 0 12009 INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIORZONF CONDITIONS AND FOR ALL ROOF SLOPES. <u,177ER AREA DERNED AS: (1) A = L w L FOR SLAT$, WHERE L - SLAT SPAN. (2) WHERE S = SPACING BETWEEN STORM BARS L STORM BARS SPAN. (J) L = HEAOE1,12 R SPAN. FOR HEADERS, WHERE h - STORM BAR HEIGHT (SPAN). (4) A = S x L FOR MULLIONS. WHERE S- PACING BETWEEN MULUONS 1 = MULLION SPAN. 71r�CA7C PRODUCTS WHICH BEAR A I MLWI-DADS COUNTY OR A F.B.C. APPROVAL PR pf l0.) . aE\ SURD/MG SMEMYN 2007 FLORIDA BUILDING CODE (NON HIGH VELOCITY HURRICANE ZONES) ASCE 7-05 / WIND LOAD SCHEDULES AS SHOWN ROLL -UP SHUTTERS *** Sa" J/a/M DATE LIE COmc. WIND LOAD SCHEDULE BASIC WIND SPEED - 140 mph EXPOSURE A Kd - 0.85 08-060 vs�rrox as eLx r Aeoroa� Am DRAWING No - wa f AAAI - - SHEET I OF 1 NAME WEIGAND TYPE WALL PRESURE INTER/END UPPERSHUTTER TRACK DETAIL LOWER TRACK DETAIL- •.""Tml=,TTT"l SIZE WXH WIDTH 1=0 HEIGHT STORMHEADER BARS REQ'D REINF REQ'D STORM PANELS BOLTED -----=----- Florida Building Code Online r 1 Page 1 of 3 BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publicath "Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11354 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems, Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 841-5480 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irod rig uez@eastern metal. cc Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a FIi Florida Professional Enginee Evaluation Report - Hari Florida Engineer or Architect Name who Walter A. Tillit, JR. developed the Evaluation Report http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIL5Kl5SWld... 6/15/2009 1. BERTHA N.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 I609 OF THE ABOVE MENTIONED 0 DE OR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONAIRY FACTOR Kd-045. IN ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT COMPONENTS ACTOR A D ANC WAS USTHIS ED FOR VERIFICATION OF FASTENNOT IN WOOO�SEO, A 33 X INCREASE IN ALLAWABL£' STRESS FOR WIND LOADS WAS �D[ USED IN THEIR ANALYSIS. HOWEVER, A WIND BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WTI" SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS -HV BLADE O #0214.01-03. 16715.01-031 81004.01-05. #1214.01-05 AND 0317.02-06 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS AND ASTME-1888 AND E-1998 STANDARDS(MISSILE LEVEL 0. WIND ZONES 1, 2. 3 & 4). -HV WINDOW BLADE.610605.01-08 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS AND ASTM E-1886 AND E-1998 (MISSILE LM D. WIND ZONES 1, 2, 3 & 4). -Hy BLADE CD §0422.01-05 AS PER TAS 201. TAS 202 ANO TAS 203 PROTOCOLS. 2. W BLADE (D ANO HV BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN ARRAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4: EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION B, DF ASCE 7-05 STANDARD. ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE - THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. OEUMRATION OF WIND ZONES 4 AND S AS WELL AS VALIDITY. OF COMPONENTS FOR HV BLADE 1 & 2 ACCORDION SHUTTERS SYSTEMS FOR BNLO NO WIND ZONE CIAL AT THE TIME PERMIT IS 40 CERTIFIED LIED OR. BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7-05 STANDARD, AND SHALL BE SUBMITTED TO THE Hy BLADE ifl AND- HY WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE j 14X2.75 AND / 14X1.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS. ORS. REGISTEREDSCREWS WITH WITH 135-0 kOl AMETUAN SHUTTER YIELDSTRENGTH SYSTEMS AND 180 Intl ASSOCIATION. PINS MUSE BEM. PINS HV ALL BE ONTED EWITH BERM HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD_ STRENGTH FOR 6063-T6 ALLOY 15 31.7 kal AND 35.7 WI FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER OIN 50018 WITH 60 ke1 NUN. YIELD STRENGTH AND 90 kei MIN. TENSILE STRENGTH. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AKSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k51 MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPEtlFlCATIONS: NY BLADE LD : 13,14.16,16 AND 17 NY BLADE ® : 26. NY RUDE O h ® WORKING IN UNISON: 13, 14 & 16 9. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT j6779,562. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT 05'456,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SWILL 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 WRND/RAN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LDCK ALL NV AND HD LOOKS. 111. sHUTT NU o ENTERS LABEL SHALL BE LOCATED SECTION A READILY 14.8.2 OF THE LOCATION AT BUILDNGOCOOE�R IN ACCORDANCE WITH SECTION 1714.0.11 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED EVERY 12. BERTHA N.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.. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENETIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT..BASED ON THIS P.E.O.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION- SAFELY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (4) 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.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO* THE P.E.D. ENGINEER SHALL SUBMIT TO THISS`` LATTER THE SITE SPECIFIC DRAWINGS FOR RENETV. (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=01M.-I". TILLTT TESTING & ENGINEERING COMPANY SS KW. 36at St. St. 305. VAGWIA MOEN% FLURVA 331 pl,n : (305)e71-1530 . Tax : (JOS)II71-1531 .-mall: Gle...o.M.- EB-0005719 WALTER A TILLR Jr. P.E. FLORIDA Uo. O 44167 P.E. TABLE OF CONTENTS AREA 7• W BLADES Cfl de GENERAL NOTES SYSTEM COMPONENTS 1-2D SYSTEM COMPONENTS 21-37 TYPICAL SHUTTER ASSEMBLY 38-43 AREA 2• HV BLADE (11) AND W WINDOW SHEET 1 SHEET 2 SHEET 3 SHEET 4 BLADE (I{l (WUERE APPLICABLEi TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 5 INSTALLATION DETAILS A-E CDNCRETE/BLOCK SHEET 8 INSTALLATION DETAILS F-L CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTFRMATE ALTERNATING DETAILS W SHEET 9 CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6 CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEOULE- CONCRETE & BLOCK- SHEET 14 ANCHOR SCHEOULE- CONCRETE & BLOCK SHEET 15 ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R-WOOD SHEET 16 INSTALATION DETAILS S-X-WOOD SHEET 19 END CONNECTION DETAILS 7-12. X SHEET 20 AREA 3• W BLADE Q ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS, SHEET 21 INSTALLATION DETAILS AA-CG SHEET 22 CENTERMATE DETAILS HD SHEET 23 END CONNECTION DETALS 1--8, X SHED 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE CONCRETE SHEET 26 AREA 4• HV WINDQW 13LADIE d& TYPICAL WINDOW BLADE & WINDOW DETAIL -ONLY SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 20 F.B Awl&&Aw Amerlcan Shutter Systems Assoclatlon. Inc. 4269 West Roads Drive Weal Palm Beach, FL 33407 Phone: (BOO)432-2204 . Fa.: (581)209-B380 (Non High Velocity Hurricane 02008 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter % ow DRAWING No 08--152' FOR XWDOB OHV SOLID BLADE COVERED UNDER US PATENT # 5458179 't�A HV WINDOW„ BLADE* LIMITATIONS OF USE OF BLADE ®D S 6063-T6 ALLOY AND TEMP ©HV ADJ. FLOOR TRACK QUALIFIED FO USE W/ HV BLADE I & 6063-T6 ALLOY AND TEMPER 1917'. �06d a a 670 1.686' .1 BLADE 6053- N L`a3 4.657 O HV BLADE COVERED UNDER US PATENT H 5458179 6005-TS ALLOY AND TEMPER 28 3. 26' 1 SOO' .065' n TYP J 4.69 ' 0HV .ADJ. A�APIER W/LIP QUALIFIED FOR USE W/ M/ BLADE(D& D 6063-TS ALLOY AND TEMPER VARIES I' 1.915' ar. m g 08 .100 r 3' c •083' o�$ 060' .060' 4• 670 © HV HEADER/SILL QQUALIFIEDFORUSE /TE ALLOY ANDLA BMDPE�1 ONLY � N J 85' 4 9 ' Q HV_UNIVERSAL FLOATER QUALJFlEO FOR USE W/ HV BLADE &!� 6OD5-TS ALLOY AND TEMPER V. e { 7' .09 '69; 6063-T6 ALLOY AND TEMPER VARIES PMOX. SA N ® HV DIRECT MOUNT QUALIFIED FOR 1� USE W/ HV BLADE Y" lei 6063-T6 ALLOY ANO EMPER 2 670' .994' 0001 dJL 841 N ' N r2 .920 ( HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE (2) ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936' aX °r .125' 093• 70 O4 HD WALL HEADER/SILL QUALIFIED F05,USE W/ HV BLADE (D ONLY. 6063-TS ALLOY AND TEMPER O5 HV 9Q'�180• STAG QUALIFIED FOR USE W/ 1 D HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1 & 2. / 6063-TO ALLOY AND TEMPER 3561' 0 X Y t .125' 0.192' 1' 1' 0.062' 7YP, T1P.-I r 0.190' KU 1' 2' 0.062• TYP 2' 2' mor.2' o 14 14 2' 3' 0.062' T — — I 2' 4' 0.062' • VARIES FROM 000• To 5.000' VARIESFROM .000' o s000• 7.0D ' 2�0 CORNER POSTS 2' 5• 0.052' n QUALIFIED FO USE W/ W 1� SIDE ANGLES 17 B.O. WALL ANGLE 18 B.O. WALL ANGLE ® Z B.O. WALL ANGLE BLADE 11 & 2Q QUALIFIED FOB�,, USE W/ HV QUALIFIED FOR USE W/ W BLADE Q QUALIFIED FOR. USE W/ HV 6063-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1JONLY. 6063-TS ALLOY AND TEMPER BLADE 1 ONLY. BLADE(] & 2g) 5063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 9 60.63-T6 ALLOY AND TEMPER F.B.C. Hi h Veloci (cane ZOn 02005 EASTERN METAL SUPPLY, INC. P.E . WKAJ RE/DP IL ECO INC. TILLR TESTING & ENGINEERING COMPANY 95 N.N. 360. SL. St. 305. VMMA OAROFJIS. MORN 33160 Phone 1 (305)871-1530 Fort (305)871-1531 s-ma0: Ultsco0osl.cam ES-OGO6719 WALTER A. TILUT Jr. P.E. FLORIDA Us. / 44187 A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roade Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 I BERTHA HV TM . I Accordion Shutter System OLD a3-364 DRAWING No 08-152 r 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE )Q & 6061-TS ALLOY AND TEMPER I� T�7da �1 � I T.tsr I PLAN FRONT ELEVATION L��KER.FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1Q ONLY 6063-T6 ALLOY AND TEMPER L9t7 La.2141' 0 O OUAUFIED FOR USE W/ HV BLADE 1 & 2 6063-T6 ALLOY AND 7EMBE$--- VARIES. 12' MIN. 1 1/4' e-TO 85. OR 3/e•4-I6 (SEE TAUS) SCREe99. (SEE DETAILS) LQCKI G ROD QUAUFIED FOR USE W/ HV BLADE Q & s[a 10/'-1011 1//4"-TO CAT e. {. fIAT wal %REAOYO NOWING V409M 1/4'-TO SSL.S. RAtEa PMNIED 1FWFADEO OZ CA4r e Si5 m (7 11P.) b SO= PANTED0. .316 k K" (aW00E (ematiE PUTM) KAM) 22 L I C T• 1' " ®BY � ® W (ORES$ LOCK' QUA D FOR USE W/ HV BLADE 1 & •LY 3.0 7' QUALIFIED FOR LSE W/ HV QUALIFIED FOR USE W/ HV 6063-TO ALLOY AND TEMPS Z BlAOEQ& Q91 O lQ& ®ONLY. CA FOR USE W/ 14V BLADE ( ONLY 18' 74 6063-T6 ALLOY AND TEMPER HEAD OLDED T m ,� n 1.756' 9 4.045, 2 SCREW yl c . 60'AFYER RIVET 5'v uBEFORE RMETINC x 3/4 1/4"0-20 RLVNUs-s- THUMBSCREW*SER85 9444 ALUMINUM (2024-T3 ALLOt) URGE nANoE t;2." SHEET NUTSM. PART %0620, AS MANUYAOf M BYM m CHERRY Tv=RN, PARSIPPOV. NEW JERSEY 070 EQUAL ®QUALIFIED FOR USE W/ HV BADE 1 ONLY HV FEMALE. "T" LOCK .CENTERMATE ®WV "T" LOCK AUFlEO FO USE W HV 6053-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE MONLY QUALIFIED FOR USE BLADE T� ONLY, 6063-TS ALLOY AND TEMPETW W/HV BLADE Q ONLY, 125C 6063-76 M f 1 0' 375'0 l FOR USE W/ HV BLADE ( 4 :757 P.F- ...... ram- - 3 / ' QUAf.I 6063Fg6 ALiDYWANO TEMPERS ) 1A &O2 fl/2• I/4"1 H/ 1 /4" 0-20 AISI 304 QUALIFIED FOR USE W/ HV BLADE 1 & Q TILUT TESTING 6: ENGINEERING COMPANY 33 ILW. 36U. St., Sew 305. VRG04K GARDENS. FIDICOA 331" Phone : (305)071-1630 . Fox : (305)571-1531 4- Il: NtecoOool.tom ES-)006719 WAVER A. DLUT Jr. P.F. FLORIDA U. d 44167 Q �✓ .545' tl O A 1O eo4' o� `THUMBTURN CMIDER OR KEY CYUNOER 0.875' AS. 1 .125' Mat. m THl1MBTURN ` > CYUNDER OR KEY 1.57 Min CYLINDER 1.78 Mat. ® HD LOCK BY REOENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. OUAUFIED FOR USE W/ HV BLADEQI , (13 & D . F.B.C.(Non Nigh Velocity Hurricane 7 ® 2008 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 426E West Read. Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fat: (561)209-8380 BERTHA HV TM Accordion Shutter System 2 DRAWING No_ ', 08-152 I SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV M AND HV BLADES. Q HV BLADE 1 HV BLADE to O . HV BLADE 2 HV LONG,RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD �3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) NIS (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVID OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF-® AND ONLY AT "IOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ2 BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC' AND 'DO'. SHEET 22. (3) HV PIN ® OR ® W/ 1/2- O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 d¢ 24. EXTERIOR I ® I 1 ® or I ® or ®3 (SEE NOTE FOR I Q® Or REQUIREMENTS) i l I zY III a® Dr© . ®�FM H TYPICAL SHUTTER ASSEMBLY I SCALE: 3/8" - 1" 10,324' .oafi� 0 3 TYP. •B� I I EXTERIOR HV PIN © OR ® AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) WHEEL CI►RRI512E__DE7AI6 ASSEMBLY LAYOUT N.T.S. N.T.S. F.B.C.(Non High Velocity Hurricane Zone).' 7.008 EASTERN METAL SUPPLY, INC. BE HV TM C 1 L E O A S S A Accordion Shutter System � k.. ■ ■ . . ' American Shutter Systems TILLIT TESTING B ENGINEERING COMPANY iEV. t DESCRIPTION OAT DRAWN fin M.C.V.]F3 1 OLD 05-364 O7/13/0e WE: D7 25 08. V •. ®,.^, .,. . -. R.R. 36N. St.. 51.. 3ai VWGMENS. IA GARDFtDWD1 33186 Phone (305)871-1530 . Fax : (30S)871-1D31 11: till" O.W—. As$coTatTOn. Inc. 4260 Weat Roode Dr1va 2 DRAWING No AA 3 YOBa- ee-000671E West Palm Beach, FL 33407 08-152 4 _ �.; =,!- WELTER A TIUT Jr. P.E. Phone: (800)432-2204 . Fox: (561)209-8380 SHEET 28 _ P.E. SEAL/SIGNATURE/17ATE FLORIDA ua j 441fi7 a SEE END J 70NNECTION ]ETAILS ON SHEET 11 TYR -%U HEIGHT. ®s A,.,, To -am LYPICAL C1V BLADE SHUTTER ELEVATION N.T.S. 1, uANDAMW rnNnMON Jt: ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BVW 1[2 OF SHUTTER SPAN FOR SPANS UP TO 105', NO FOR INSTALL IIONSdT ANY ELEVATION. HV LOCK or tt� MAY BE USED AS N MSIDE OR OUtSB)E LOCK. ATTACHED T3 6 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 TYPICAL SHUTTER ELEVATION. 2, 1F DESIRED, FOR BETTER Pl]iFOR LiY PURPOSES, UP TO TWO HV __.� ., e� n is �,7. want nR OIIISIOE LOCK. CONNECTION.OF LOCKS 70 CENTERMATES o- INDICATED ON NOTE (1) A80VE. pN OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. H.V. LOCKING RODS ARE NOT REQUIRED AT URRICWE �a E USED IF DESIRED N TO ENHANCE SHUTTER PERFO MCE. LOCKING RODS 05 OR AN A MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION - • CNE 14V LOCH ®S L BE USED AT CORNER CENTERN ND INSTALLATIO %Y E ATTACHED TO 71Q�'I�p'O CORNER CENTERMATE W/TT((II2) 1 /4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. uAwIUITOP lu&SFB1107TrERM SPAN SHHAELL B3E DLOCAETERMINED'ILSON (IF L PER SCHEDULES SHOWN CK SHAI-L BE AS ON SHEET 1ON 12, a kcR OF CORNER CENTERMATE ��, u.., ,.� . �.. ....... _._..._..- OF 1/4"0-20x3/4` S.S. THUMBSCREW TO ®OR ®CENTERMATES SHALL BE MADE W/ 1/4-200/4 RIVNUT AS SHOWN ON SECTION WE. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ,F # N n LOCKS AND CENTERMATIES, R ANY SPAN AND lii'STpLLAi10��1 A7 NY ELEVATIO NALTERNATE NATE W OW00 MAY BLOCKINSTALLED I Y IN LIEU OF HV LOCKS BE U ED AS N IN DE®OR 0 SIDOR FE LOCK. ATTACHMENT OF LOCK Qq INCLUDES USING REINFORCING LOCKER U, AS SHOWN ON SECTION HVG, SHEET B. WWCH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4'0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/600 x 3/32' MMAN) MUM UT ABOVE D4•BELOW 1MID PANS USE OOF TWO LOCK NG RODS ® TOP AND BOTOM I5 MANDATORY- -mu ' RNHUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' *D • 15 ATE HD LOCK ® MAYBE USED IN UEO OF NV LOOKS 43 OR QO FOR ANY SPAN AND INSTALLATIONS AT ANY ELFTO FVVATION. ALTERNATE HD LOCK ® MAY BE USED REINFORCAN ESIDE OR MENT EMIENT, INSERTI(V A LOCK. SHOWN ON SECIIONSAmcmw OF OLOCK H HVB AND HOC-HVC,3SHEET SO BLOCK MAY BE INSTDALEO AT MIDSPN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLEIELY.OPTIONAL. ML ECOiK�. • TILLIT TESTING At ENGINEERING COMPANY .:.�yr,•• •a A• �- • 737 NW. 36U. St. SW, 303. MRBINA GARDENS, FL404 3716E Phon• : (305)671-1530 . F- : (305)571-1531 Q��9p i�`.. +y�''a'- •.�� iV .-,eon: Vu CS719 ••m - CCo�`ti - R9Z TU719 WALTER A. TB.LIf Jr. ME FLORIDA Ue. / 4416T P.E. SEA I'S5MIRE/DATE F.B.C.(Non High Velocity Hurricane Zone) A■ S nS ■AI. American Shutter Sysisms Assoctaficn, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (56t)209-8380 0 2008 EASTERN METAL SUPPLY, INC. BERTHA HVTm Accordion Shutter System LN. R OESCRIPTIDx BATE DRAWN BY: M.C.Y.' 1 aD a5-]64 07/23/08 DATE: D7/25/OB 2 DRAWING N�.oj.` Q8-15L C4JCR 3 4 E (A) HV WALL HEADER INSTALLATION 13) 1' rAan. 1 4V-20x3/4' S.S. aR 18 Eq, E 1NE SCREWS USING 1/4'-20 NUTS O TY O.C. Max. II/ -- 13OR F5 D - -- I �.257' Mow. E � OPTIONAL 11 1 ' OR ®+ I MIN. SEPARATION TO GLASS.- I -(SEE SCHEDULE ON SHEET 12) EMSTING 1 ' 1 CLAS" BD HV WALL HEADIER INSTALLATION MIN. SEPARATION TO CLASS ' i (SEE SCHEDULE ON SHEET 12) li i EXIS LNG GLAS POURED CONC OR CONCRETE REQUIRED 1 4'0-2Ox3/4' S.S. CONCRETE ANCHORS NINE SCREWS (SEE SCHEDULE ON W/ 1/4'-20 SHEET 13) NUTS O 12' O.C. 1' _. MIN. SEPARATION TO MASS —(SEE SCHEDULE ON SHEET 12) ©HV WAIL HEADER INSTALLATION MIN. SEPARATION TO GLASS m' —(SEE SCHEDULE ON SHEET 12) OPTION& ZV 1/4'J ' f OPTIONAL ' ; i r1/4' Max. E. — _ 13 5 x. 0 E. V//j D. _ _ OR 1© __ -- I OR 14 -- - 1/4-0-28x3/4' S.S. Mla• ' --- QOR18 E Ea PHILLIPS TRUSS HEAD MACHINE SCREWS USING CONCRETE ANCHORS t/4'0-20x3/4' S.S. PHIWPSLL ' TRUSS HEAD MACHINE SCREWS , ONCRETE ANCHORS 1' 1/4'-20 NUTS O 12' O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS O 12' O.C. (SEE SCHEDULE ON SHEET 13) Min. SHEET 1!) OR POURED CONCRETE CONCRETE BLOCK OR CONCRETE BLACK WALL REQUIRED QD HV WALL SILL NCRErE ANCHORS INSTALLATION (SEE SCHEDULE ON - REOMED F HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK ' WALL REQUIRED O Hy WALL S1LL INsTA4 LATION HD -a" `°MZ""°aN OF `ECT1ONS, INSTALLATION DETAIL___ 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY E.D, EDGE DISTANCE (SEE Cl CATIONS ON SHEET 14) L ♦ SEE UM AAONS OF USE FOR(1) BLADE ON SHEET 26 HV BLADE 2- MOUNRHG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. F.B.C.(Non High Velocity Hurricane Zone) - ` A 02000 EASTERN METAL SUPPLY. INC. ASS A BERTHA HVTM �; ■ ■ ■ ■ Accordion Shutter System TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems Y E. 11V DESCRIPTION GATE DRAWN ft. AV/EY/La Y N.W 35A 5t.. SIT. Sae, eRawA aA40EN5. FLORIDA 3]7 tie Asaoofation. Inc. I OLD 03-304 67/25/De DATE., 07/25/08 Phan : (3OS)671-t53O . Fax : (30.5)e71-1531 a-ma0: tatewOaol.ca.n 4268 Weat Roads Drive West Palm Beach. FL 33407 2 2 DRAWING No L1" •tl'(?�;LUYIC �- 4`'�^•�r, :_':. -" EB-=6719 WALTER A TILLIT Jr. P.E. Phone: (800)432-2204 . Fax: (561)209-83BO 4 ' (]$.� 52 P.E. SEAVSIGNATURE/DATE FLORIDA ua 1 441 67 SH nEr no POURED CONCRETE ANCHORS I roSowwom a[sa� 1 OR ®o t CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED r�2 Fw9MEm�vo i r na arHuavr EDGE I ON sat 23SLAB IF , APPLICABLE OUSTING - 0 a'� t r- obi mRrmiij 1A55� � I' , ,7pnt EXISTING , , GLASSI 010v3/4" HD( WASHER HEAD ( 0R (3oR15 7TEK SCREWS 0 12' Q.C. i 8CONCPEFE ANCHORS i I ��•. 7 (SEE SCHEDULE ON SHEET 14) WHEAD EDCE OF SUB IF ' PPLCABLE E06E OFEXNCPU G ED� 1/2 1• S1AB IF O. Q APPLICABLE NCRETE mp UREA -i 12 FOii 9xE 0)No 1 OR ®• C CRETE w sYtr � p, (SEE SCHEDULE ON SHEET IS) , 9AOE90)t QN OUIREU E D. —•� . IS HV FLOOR INST LA LATION t CD HV WALK —OVER INSTALLATION © HV CEILING INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE IM 7. SNNO SHEET 15) EXI CLASS C r + I"f� �cw6 a pm +>) + ' EXISTIIIC _; r� sLSNu+Iov ro u,as i 1 GLASS ? �(3[C SafmVlL ON 9RII ,>) i `� rh eh ® 3 oil 15 ,. I #IOx3/4• HE% WASHER 7 a 1/4• �14v3/4' HEX HEAD I� •1 B� HEAD TEK SCREWS O 7 r 12' o.c.. TEK SCREWS O 9' O.C. CONCRETE ANCHORS p _ 6 +O 3/ /14x3/4' S.O.S. 1 __ OR 1/4-0-20 S.S. M.S. ! (SEE SCHEDULE ON d T ' 7 1 e W/ NU;r r O 9" O.C. SHEET 15) F.N. S.O.S. EE NOTE 13(h) EDGE OF ON SHEET 1 1 7 a" 1 7/8� AB IF CONCRETE ANCHORS ORUCONCRETE BLOCK APPLIC.0 POURED CONCRETE (SEE SCHEDULE ON REQUIRED _D OR CONCRETE BLOCK SHEET 16) O HY WALL WALK —OVER INSTALLATION REQUIRED OPTIONAL POURED Q HV WALL FLOOR INSTALLATION CONCRETE REQUIRED i HV D INSTALLATI N nOg INSTALLATION DETAILS W THIS SHALL BE 4. REMOVABLE WHENN PERFORMED C) HV BLADE NOTE FOR COMRINATIQ�NS-E. D. c ©CE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR - 1- E SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON $HEFf 14} OR ENTRANCE BLADE 1 ON SHEET 28 ASSEMEMBLY G SECTIONS CAN BE 1. ANY WAY TO SUIT ANYINSTALLATION.INED Zone F.B.C.(Non High Velocity Hurrtcone -ti. �•„��,�`y 02COS EASTERN METAL SUPPLY. INC. BERTHA MVTM AS f7iLTE C 4 N . ■ ■ ■SA ■ Accordion Shutter System 4:4 57 ; TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems REV. No DrseBlvnDK BAtE DPAWN Br: u.ev./Tr + • 5353 N.W. 3601 at, 5L. 305. 71ROM CA.DEN.. FIDRIOA 3315e Association, Inc. s OLD 05-364 07/23/08 DATE' D7/25/06 _ Ph— ; (305)871-1530 . Fa.: (3D5)A71-1531 4266 West Road. Drive DRAWING No 6-moll: UlRee"eeoT.00m West Palm Beach, FL SM7 3 08_' 52 EB-0006718 Fv'ti . ' q , "}i • WALTER A TILUt Jr. P.E. Phone; (B00)432-2204 . Fax: (561)209-8380 4 P.E. SEA�J$I�AFIIRE/DATE FLORIDA UNIT 44167 6 7 H OF 28 i L SEE NOTES ON LOCKING 8005 ®, ELOCKS ®or r AND SHEET 5. oUT D AUTRNAIE IAI LOCK ®ON IN IXISnNG ays5 INSTALLATIONS W/ HV * BLADE SUCK OETAO. NVF 5 VALID FOR ALL BLADE WZ HV CE TE MATS OENIERMATIS APPUCATION WITH 6LAOEQ 1 on9w&(D7 oA©_ .U39R p 1` SEE END WALL CONNECTION • . I I 10+��©+��1©«©.s EXISTING MASS ON SHE9S_LLA_21F_ o®©®o ®--------------- -------------- --- -� 2•xz•x1/e•eo'-2• I _ O«®°A®«©a°�'� 3 1/4• 7• 6 t/2 7• t/z• OPPOSING SYMMETRYCAL (6063--T6 N101) ALUM. ANGLE W/�z) 1/4•e TAPCON , AN R9 M/ CONCRETE (TOP/NOTroM) k I 911304. s M s a 12"CE CENTER ES . ERMATE MIN. EPARATION /- (4)%lOAT EACH SAIS. E- TUBE O.C. FULL LENCHT. Q W/ HV LOCK 6 or GIBS AT EACH ANGLE_ TUB I 3 * 3 Dsµ CLASSEET 2 5' �a * 35* IN 5 T AR R oUT i Ox VV o1 a© © OOOo© 1 6 i 7 m8 �i®a EXI GLASS Wad DOBLOCK WALL i + � 6 « AIR -. SYMMETRICAL * N 6 7� �� 7. r�----- cuss � N MIN. SEPARAnoN e +®°" is+Oex�+�s �IXISRN CENTERMATES 6 r0 GLASS _ _ _ J IxASs �vk r__ °R+e" a . ©0e® * W/ HV LOCK�¢8) OImONAL @ © @ (sEE scHEDULE IUN. SE naN — I NOPTEPoOR ae 9+ 3 a• 5ON SHEET 12) TO GLASS (SEE SCHEDULE OPTIONALON SHEET 12) (INTERIOR) _—_—_—-- ———OUT ------------- GDNGREIE L_._ ANCHORS -- ------ ----+: * i 1 16, O.C. is 1 * 3 VARIES 3 * /y *� w ® or t'J Ji OUT 6 1/2" MAX. SLACK It oUT (EXTERIOR) "CC!7 HVE 1 F** 11 u.i1, 1 F,B.C.(Hon High Velocity Hurricane Zone .4�.•�t���s� ��_� _ '"' - �•.. • ~ • ,ter_._ : • I L E C O t Na. A S S A ■ ■ ■ American Shutter Systems Association, Inc.Ina 4268 West Rood. Drive West PDInn Beach, FL 33407 Phone: (800)432-2204 Fax: (561)209-BJBO 02obe EASTERN METAL SUPPLY; INC. BERTHA HV` Accordion Shutter System ' TILLIT TESTING k ENGINEERING COMPANY esse N.W, a6lA. 6!, sew Jos, Nfif.NU1 fXiOE7: FLORIDAJJ10e m A. : (305)671-1550 . Fa+: (305)071^I531 e-man: Nteeovool.eom WALTER A°MLLuiljr• P.E. fLOIaDA Ue. If 44167 REV. N. O 01IFTION DATE _ Iv7AWN.BM: M.CX LO OLD 05-364 07/25/e4 DATE: 07/25/08 �3• p�---�., `�Q• ��2FF fl. • OnD _ ''v,W'1✓•,,: '_UW�U P.E. SEAL/S7GA>iTCRE/DATE DRAWING No 08-1 52 S 4 a H 0 2 a OUT 9a !"1 EXISTING CLA55 IN BLADE psucK —DETAIL HVF, INDICATED ON SHEET 8, fl� AS WELL AS UNIVERSAL FLOATING BLADE (IDETAIL HOD-HVD , © O O O © INDICATED ON SHEET HTO, MAY BE USED WITTI THIS ALTERNATE INS1ALATION DETAIL HVG SHOWN IN THIS -SHEET. O.O •©�O•O`®p 00 1 I SEE END CONNECTION DETAILS ON SHEETS 11 do 2D (901i3-TB AI- ALUM_ ANGLE W/(2] 1/4L 7APCON AN TO CONCRETE L-----------------------------------------------2—�—j (TOP/Barrow)& (4)}IOv1/2' S.M3. TO TUBE AT EACH ANGLE. MP) 1 }I .3d4' S.MS. 6.C. FULL LENGHT. Uk' I� 30 HV "T" F # I 30 HV "T" MIN. SEPARATION 5 3 LOCK (INSIDE) 3 LOCK (INSIDE) (SEE SCHEDULE ON SHEET 12) 28 T `i 2s � 2• 0 5 35 OUT 35 3 2 —1 /4" 0-20 x 1 1 /2" S.S.M.S. 2 \--NYLON SCREW HEAD W/ 7/8"0 x 3/32 WINGNUT. * SEE NOTE 8 FOR HV LOCK ®0 * @0 HV "T" LOCK (OUTSIDE) 26 1 /4" 0-20 x 1 " S.S.M.S. n -T' 5. W/I/4"x 5/8" RIVNUT t, 00 HV T" LOCK (OUTSIDE) LOCK, ON SHEET t SERIES 9444 ALUMINUM HVVG* (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART } 0820. ' AS MANUFACTURED BY AVOEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EOUAL F.B.C. N0HHurricane ZOr,B _ 02� STERN METAL SUPPLY, INC. BERTHA FIV Shutter System ,•�4 ^. - .--..� f-7i L E C 0 A■ S■S — • , ' m c• ■A■ Accordion - ' K • _ �- Am®rAss Shutter Syatetna i1LLIT TESTING h ENGINEERING COMPANY V. x DESemtmoB . DATE aRpaL er: M•a.V./LC I CLn 05-394 07/25/09 'DATE: 07/25/03 �+ a • 975E N.W. ]9N. 9L St. 70.5, VIFef9A 01190F11E, iLDpt1A 71199 AaaCCict10TT� Inc. 2 DRAWING No O �p� 52 ftm.: (305)971-1530 . F.. I (305)a71-Is3t a-mai: mteoaOaoU.eam EB-0005719 4288 West Roads Drive West Palm Beach. FL 33407 - �:: • wn� 3 4 t ram-.-L WATER A. TILUT Jr. P•E Phone: (800)432-2204 . Fa.: (561)209-8380 -_ P.E. SEAL'/SIGNATURE/DATE FLGRum Lk. / ule7 a a OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 11 do 20 ouT —INr�£XISTING cuss INSTALLATIOW `S HV BLADE ©�®�^©•O°' 80°'10 •©a W-1 HD _CENTERMATES t 1 jD+@a10•®a1&@- I s ©• ®01 �• ®°�^ • EXISTING CLASS lJ---------------�--_------- 2'x2'x1/6'.0•-2' , — * — (0063—To ALLON) ALUU. 3 $ >k ANGLE W/ (2) 1/4'e MIN. SEPARATION TO GLASS (ppHO�) 4 TAPCON ANCHORS m I 110 x 3/4' S.U.S. 0 12' (SEE SCHEDULE ON SHEET 12) CONCRETEE (TOP/BOTm. 0•C• I I A I (4 Td 1TUBE AT EACH 1`I ANC1E (7YP) I PNSH(TYP•) ---��� PINS PIN \r * SEE NOTES ON LOCKING RODS (D & HD ® LOCKS ON SHEET 5 UNIVERSAL FLOATING BLADEQDETAIL HDD—HVD IS VAUD FOR ALL CENTERMATES APPLICATIONS WITH BLADE (D 31 OR 31 OR 32 4LgQHDB-HVB (OPTIONAL) 0 U T SYMMETRICAL HD CENTERMATES W/ 0* LOCK (EXTERIOR,l HDD-HVD** E C 0 iNC. 7 • T _ TILLIT TESTING dT ENGINEERING COMPANY -. 3 N.W. 361E. Sy 514, 303. MRGI IA GARDENS. FMD+ 331 Pha,r : (395)871-1530 . Pox 1 (309)971-1531 *_moll: 9ltecaoeoL.00M =FFS /�1N1T �Yr� • %c,,,,r E9-0D06719 WALTER A TILT Jr. P.E.P.E. SEA %S(GNA7URE/DATE FLORIDA Ula- 1 4-4167 OR "ti H ar 1e.1111si. (aPno Ai) HDC-HVC SYMMETRICAL HD CENTERMATES W/ ak LOCK (INTERIOR) a9-©• 0axCI-1D .0on 10.0GN0•O-0+0- ©•0•0- - is ♦�aRO9+�3ax1®+® F.B.0 A.S.S.A. American Shutter Systems Association, Inc. 426B West Roads Drive West Palm Beach, FL 334D7 Phone: (e00)432-2204 . Fax: (561)209-6380 (Non High Velocity Hurricane ® 200e EASTERN METAL SUPPLY, ING. BERTHA HV TM Accordion Shutter Sv DRAWING No 08-152 POURED CONCRETE_POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE POURED CONCRETE OR OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED CONCRETE BLOCK WALL BLOCK WALL REQUIRED REQUIRED EXISTING CLASS %DOSTING GLASS _r 2' MIN EXISTING GLI55 CONCR ANCHOR EXISTING GLASS 1 — IV171 — — A 1• � — r 2" MIN. r ._() r MN SiPARAIION TO CLASS (SEE SCHEDULE ON I MN. $EPARAliW i i MW. SPfRAT10N SEE 10 GLASS `91EEf " MIN SEPARMION! ToCLA(SEE 1 ensn etc pN(91EiT & 1 971tD19i ONSEE I EKEO f O t2 FOR BTADEmAf$1 1/IB'X3• NAX. (6083-TB) CONT. ON SHEET 28 FOR �(D& � t ` 12 FUR DIAOE ON BEET 28 MR 1/2' 12 FOR uADE(DAND ON SHEE 25 FOR dD . ON SHEET 28 FOR ALUM_ CLOSER AMESm&Q�t T—� MADES ' (LOCATE AT DIADES O & PLATE. (LOCATE 1/ 1 EITHER S1DE OF O) I N AT EITHER SIDE MIN CFO) I USE 1. OR 2" MAX. 1/2' MIN. - (AS APPUCABLE)X2'Xt/8"x0'-2' _ ---- win.11OX1/2• S.M.S. I ALUMINUM CUP ANGLE tfis•O.C. ----- O I6' O.C. ----- 4 ` (6083-TB ALLOY) AT MIDHEIGHT (1) /IOX7/2• S.M.S. TO©& 4 (2)1/4•* TAPCONS ANCHORS TO SEE OR ®• WALL AT I- O.C. (LOCATE AT ETHER SIDE OF Q) / 1 OR 5 SIDE CONNECTION 1 OR ®• a 8 •Qa 8 w®.,Qiw SEE DETAIL X FOR SIDE CONNECTION TO TRACKS OR ®a w 6• 7 a 8 TO TRACKS !� 0 .g. a�a©•OaO 0 •®a SEE DETAIL X FOf1_/ 4 SIDE CONNECTION FBI I@-@.O•®w TO TRACKS w�wa Q7 a/J 10 -9- . �•®w©•®a©•®w FJ p•®a©•®o®.®a END CONNECTIONDETAIL C EXISTING OL Sai ON 12 ON m CONCRETE ANCHOR O 1G' O.C. - 1/2 MIN. 2' MIN. 5 1 OR ®' POURED CONCRETE OR CONCRETE BLOCK WALL 1p•� REQUIRED 5 7 /ECTION DETAIL O C.®a 1 �®°`®•(�,,.©•®w O.O.®w®•Oj •®w 6 •Oj •®°'©a.(O�•®w e0•®a®• a s AND CONNECTION DETAI L Q END CONNECTION D ETAIL 4Q comakplo ET 2 A REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR ISTINC 4 CONCRETE BLOCK WALL S 4 REQUIRED #1 1/2' S.M. O 16• C. MN. SEP TK1N D---_—_T13 _____ ¢___ Ii OR®OR(BOR CONIC ETE GLASS__ 1/2• MIN. SCHEDULE ON _ ._ ___— �OROOR�OR� ANCHOR O tz• D.C. 12 FUR BLADE RA 4 SKXI � ______ ____ Q 1 5 (DON ----- - -- FL J 4 -1 -y - s OR 2' E074OR®CR EO MIN. O BEEE lAAONNSHEET S OF U28 SE FOR �OR®OR(9ORO y VIEW -..1 OR (w DETAIL X w '"©•07 wpaU•®w END INSTALLATION ®a , a ®•C•®w©•O•®a (il HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL ®�•®•"®•®a®® F,B.C.(Non Nigh Velocity Hurricane Zone). 02008 EASTERN METAL SUPPLY, INC. A■S■S■A Accordion Shutter System 4 1 Ur �• ;. r r — - ■ American ShUfter stemsREV* No DTSMPRON DATE DRAWN en 1Acv. p 7ILLIT TESTING k ENGINEERING COMPANY 1 OLD 05-3e4 a7/as/os DATE: 07/25/08 - ` •E Was N.N. Mau SL. SIC 305, Vf MM GARDENS, RORTA 33108 Phony I (305)871-1330 . Fax : (305)871-1531 Association, Inc. 4268 West Roads Drive 2. DRAWING No �E' 7'yt�1p�' 0-ma0: bl144o044t.cam West Palm Beach, FL 33407 0$-152 4: f:I:C Aga •L�IJOL"� ._ X}. -" .•-. (� E9-0008719 WALTER A. TILA''. P.E. Phone: (800 432-2204 . Fax: (561)208-8380 ) 4 3 SHEET • P.E. SEAL/SCrt2RI'/DATE FLORIDA Uc. 14 44157 a i 1 28 MAXIMUM SHUTTER SPAN* "L+" OR 'L-' (ft.). FOR INSTALLATIONS W/ CFNTFRMATFS, ® & ® Or Or W/ ONE H.V. LOCK ® or ® or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV " LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM tSEE UAXM W OEsom LW0 1 CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/Ct71JNG MOUNTING L F (A L- (e) L 4 L- (11) 30 OR LE I6'-0" 18'-0' 18'-0` 16-0' 35 IV-10" 14'-10' IV-2' 16'-0' 40 13'-10' 13'-to" 1V-2' 15--2- 45 13'-t" 13'-t' 5U 12'-5" 12'-5' 55 11'-10" I V-10" 12'-1' 12'-I1' 60 1'1'-4' 1V-4" 11'-7• 12•_4• 65 10'-10' 10'-f0' 11'-1' l l'-1 t' 70 lop-6" IW-6' 75 t9,_7• 10'-1° 50 9'-10' 9'-10" 85 9'-6` 9'-6' 8'-9' to'-5' BO 9'-3. 9'-3' 9'-5' 95 9'-0" 9'-2' 9'-10' - 100 B'-9' 1'-4- 9'-0. 9'-7' B'-7- 7'-11- 9'-4 110 8'-4' 7'-7" 8'-7' 9'-2' 7'-3 120 6'-0' 6'-11' W-2' 8'-9' 125 7'-1a' 6'-8' W-0' 6-5' 130 7'-8° 6'-5" 71-10- 8'-1- 135 7'-7- 6'-2" 7"-9' 7'-9" 140 7--5- 5'-1$' 1 7'-7' 7'-6" 145 7'-3' 5--9' 7'-5- 7'-3" 150 7'-2- 5'-7" 7'-4" 7'-0- 155 7'-0' 5'-5' 7'-2' 6'-9' 160 6'-11" 5'-2' 7--1" 6-7' 165 W-10" 5'-1' 7'-0' 6'-4" 170 6'-9' 4'-11' 6'-11" 8'-2" 175 6'-7' 4,-y s'-s' 6'--0- 180 6'-6' 4'-B' 6'-8' S'-10' 185 8'-5' 4'-6" 6'-7' 5'-B" 190 6'-4 4'-S. 8'-6" 5'-6' 195 6'-3' 4'-3' 6'-5- W-5" 200 W-2' 4'-2" 6'-4' 5'-3" 205 5'-1" MAXIMUM SHUTTER SPAN* "L+" OR 'L-' (ft.) FOR INSTALLATIONS W/ CENTERMA?F & ONE HV LOCK or ® or W/ NO LOCK NG RODS (SEE NOTE t) OEUMWA o (P-4 I+ OR -) CONCRETE & WOOD INSTALLATIONS A WALL, MOUNTOID & FLOOR/CDUNG MOUNTING L4 IN L- ftj 30 16'-0" 16'-0' 35 14'-)W 14'-10' 40 13'-10' 13'-10" 45 13'-1' 13'-1` 50 12'-5' 12'-5' 55 11'-10' 111-10' 60 11'-4' 11'-4' 65 10'-10" 10'-10' 70 iD'-6° 10'-8' 75 10'-I" 10'-1' 80 9-10- 9'-1o' 85 9'-6" 9.-6' 90 9'-3' 95 9'-D" 5'-9' too 8'-9' B'-4' 105 8'-7- 7'-11' 110 B'-4" 7'-7' 115 6'-2' 7'-3' 120 W-o' W-11" 125 7'-10' 8'-B' 130 7'-1' 5'-5- 135 7'-7' 140 7'-5- 145 7'-3' ISO 7'-2' V-7' 155 7'-D' S'-5' 160 6'-11' 5'-2' 165 6'-10" 170 8'-9' 4'-11" 175 8'-7- 4'-9' B'-6'4'—B' 6'-5' V-6' 8'-4-fi'-3' L 4-3" 6'-2- 4'-2' e'-1" 4'-1" INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A, B, C. D, E. M, N. 0, P, q, MOUNTING F. K & L R, S, & V. FLODR/CEILTNG G, H. I & J T, U. W & X MOUNTING ♦ MAXIMUM SHUTTER SPAN 'L+" OR 'L-' FOR INSTALLATIONS INTO -WOOD SHALL BE LIMITED TO 105 450. DESIGN LOAD. t HV CORNER CENTERMATE•03 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION /2 NOTE 05, SHEET 5. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 4" T HV BLADE - 167 F TILUT TESTING & ENGINEERING COMPANY •. Seth. St. St.. W!S MRCINU CMCQIS. 110Nd1 MI66 Phone (305)671-1530 Fox L1 + yLMa� . : (305)871-1531 Ultbco0..L.om • .C� J ' -• •' ,,,4,(j_� E9-0000719 WALTFR A 1ILUr Jr. P.E. P.E. SEAL��(6tS/iTt7&E'/DATE FLORIDA U. 111 44157 4 NOTES, (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LUAU. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DMIRMINE 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/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: Lt+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DMRMINE: U-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2-- MAX. SPAN FOR FLOOR/GEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN %I+", -L2+ . 'L1= AND '1.2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. F.B.0 A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 0 2008 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter S v DRAWING No 08-152 P.E: SE��DRAt1�diRP%DATI IL ECO,N-. TILLIT TESTING k ENGINEERING COMPANY e3 N.W. 34tR St. U1 305. x MIA WADENA RONW all SO PDon.: (JOS)871-1$30 . Fa.: (305)871-1531 .-me0: Ult..a.W C.m E8-0006719 WALTER A. nun Jr. M FLORIDA Lis. i 44167 A.&S.A. American Shutter Systems Assoclatlon, Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 ♦ SEE LM AT[ONS OF USE FOR SIAOE � ON SHEET 28 02008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System is OESCRIMON GATE DRA" By -- .P OW 05-394 to/a/06 .: 07/25/08 DRAWING No 08 -152 ANCHORS SPACING I-EIGEND MAXIMUM DESIGN PRESSURE RATING (R.s.f.)_lAND CORRESPONDING MAXIMUM ANCHOR. TAPCON SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN. DESIGN NEGATIVE LOAD Ai POINS 5000-SET AND A CORRESPONDING MOUNTING TYPE FOR QDNr-,RET.E & CONCRETE BLOCK IN, 'fALLATIONS wtOaE-BOLT (SEE MOUNTINGS E. G. & H ON SHEETS 6 & 7). ��IIII�®I�II{(�I�• 1�111YIII.1)i��®mll� I IIiI�IIIMii111Y�i/III�' ' Wlilil Yliit ' Avommm�%or�r�r�m©0vvarvv �mmmv ��m0�0 �0 mm�00000mm�' 00000 ®�DDO®D®Qm®®�00000���' 00000 �11111®mMMIM Mm®000OSOmm[Ca0�00® mmmvoE�non®mmovi3onlasmmvvv>vl�l �m�QYO©O mm�0000©mm��00©0 • mmmvvvvommmvlvva® mm�avnor� �m�' 00000 �mm0�000�mI UMMMM0 © QQ®ml�on®mommmaFs®®Qv �mma� mmm�vc�mmmmvvvoQmmmmum©® ®m�00 ©Omm�000���@�0000� ®m®����6�l�0n00�®mO�OD® ®®®c3>o000®m01v�r®r��Qm®momvve�a ®moomoQmmmaFaaa.AN:�Qmmmnm©® mm�0�7©OQ i0mQ10000Q0m�01a0©Q ���®mamoQQQmmmom©Qom®v©r�QQ mov®QQmmmom®QQmmr:�v®IOIQQ mnovQommmomcaQlQmmmovoQQ ®vv®EaQQ�Qmmovv®QQm¢mrta®®®QQ Q0mm0�©QQmm00©R!•QQ mm�' �QQQQim�000QQ �m�O®®QQ I��mQ7�®Q �mmm�QQQQmm00Q®�Qm�O®:�®QQ Qm • �QQQQi mmQ100� QmmQOD©QQ QQ®m®®®aolQ �m®©QQQQQmm®v© mmmorQQQQmmni�® QQ®mm©s�QQQ mm�®eloea�ammm oQQQmmmr�r�QQQ mr�oII�QQQQ®aim®®QQQ�o©v®QQQ m®m Q QQrra®® QQQ>®ors®oIQQQ mm®QQ�QQmml���iimmmmmmmoll mmm �m�v�vvoo��v®�i�vom�m®v�vv �»famQQQQQmmmoQQQQmmomQQQQ �ENES�00000��WoWMEM ��vv�®®ov�Qoo MMMMM©iM === • CEf;`�� c R f - P.E. •SPECIFICATIONS ON ANCHOR REggIgFMENTc• POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO WALL SMALL BE AS FOLLOWS. - (A) TO EXISTING POURED CONCRETE: (MIA, 1'P 3 Nxf) - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. RAMSEF/ RED HEAD. 1/4'0 x 3/4' ALL POINTS SOLID -•SEE ANCHORS Is OISTRIBUR9 By ALL POINTS SCREW, BOLT k SPECIALTY COMPANY. - 1/4'0 WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS 15 1 3/47, AND 2' FOR WEDGE -BOLT ANCHORS. A21 MINIMUM EWSEOIIENT OF 1/4•0 x 3/4' ALL POINTS SOUO-SEE ANCHORS SMALL BE 7/8' IWO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONC MINIMUM SMOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER HE FOUND ON THE EX6T.0 WALL OR FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTESAI) & A2) ABOVE. FOR INSTALAMONS ON VINYL SWING OR EIFS CONSULT THIS ENGINEER. (8) TO EXISDNO CONCRETE BLACK WALL- - 1/{'• TAPCON ANCHORS. AS MANUFACTURED BY LT.W. RAMSET/ RED HEAD. - 1/401 x 3/4' ALL POINTS SOUO-5ET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT a. SPECIALTY COMPANY. - 1/40 WEDGE -BOLT W/ 'A'a BLOaK-PLUG ANCHORS As MANUFACTURED BY POWERS FASTENING. INC. NOTES: 0.11 MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCDN d WEDGE -BOLT ANCHORS, IS 1 1/4', 8.21 MINIMUM EMBEDMENT OF 1/4'W a 3/4• ALL POINTS SOLD -SET ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMRTED. 1/4• 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND i' MPIAIUM FOR WADS WITH NO STUCCO. 0.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLUOR, ANCHORS SHALL BE LONG ENOUGH 10 RUCH THE MAN STRUCTURE BEHIND SAW WALL FINISHES. ANCHORAGE SMALL BE AS INDICATED ON NOTES 8.1) @ 8.2) ABCVE FOR INSTALLATIONS ON VINYL SONG OR EFS CONSULT THIS ENGINEER. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS MO SPECIFICATIONS .OF THE ANCHOR'S MANUFACTURER (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS, EDGE CISTANCE VERSUS SPACING FOR ANCHORS MAXIMUM ANCNOR SPACINGS ARE VWD FOR EOCE DISTANCE FOR 1/4Y TAPCON AND SOLID SET AND WEDGE -BOLT FOR E 0. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE Min. E. D. FOR ALL POINT SOLID SET ANCHORS 15 W) REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL. E O. FACTOR WEDGE -BONY 1/4 0 TAPCON SOLID SET Met 1M'ACM . J• MM WAdNO . J' LID. SPACING - 33' 3• 0.83 - 0.711 2 1/2• 0.66 - - 2' 0.50 - - I/2' - DAIS - 1 HV BLADE OR In HV BLADE WZ HV WINDOW BLADE WORKING IN UNISON /' IL E C O INT. TILL)T TESTING & ENGINEERING COMPANY 35 RW. 366t St. Me. 303, VIRGPaA GARDENS, "RADA 331 GG Ph.. 1 (305)871-1530 . Fax I (30S)B71-1531 •-mall: tnf-9.0.com EB-0006719 WATER A TILLIT Jr. P.E. FLORIDA U.. If4'167 • SEE LIN ATION5 OF USE FOR BLADE ON SHEET 2B F.B.C.(Non High Velocity Hurricane Zone ® 20D8 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Assoclatlon, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (551)209-8380 IBERTHA HV TM Accordion Shutter System DRAWING No 08-152 MAXIMUM DUSIG.1 PRESSURE RATING s f) AND CORRESPONDING MAXIMUM AN H R} SPACING (in) SCHEDULE FOR A. GIVEN MAX. SHUTTER SPAN, NEGATIVE ILESIGN LOAD , -AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 18 & 19). B'L B -`1-FATE SOUTHERN PINE No, 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MINI. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN (tt) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T - WALL MOUNTINGS CEILING MOUNT 7 WALL MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS P& 0 W& X W& X W& X NEGATIVE DESIGN WAD (pd). NEGATIVE DESIGN LOAD (Pe0 NEGAINE DESIGN LOAD (Ps0 NEGATIVE DESIGN' LOAD (ps1) NEGATIVE DESIGN LOAD (pst) NEGATIVE DESIGN LOAD (PsT) NEGATIVE DESIGN LOAD (ps0 30 44 60 75 90 05 30 4D 80 75 90 OS 30 40 60 75 90 OS 30 4D 60 75 90 05 30 40 60 75 90 05 3D 40 -60 75 90 OS 30 40 60 75 90 05 -0" OR LESS 12 10 10 9 8 8 6 6 6 fi 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10­19 8 8 6 6 .6 6 6 6 8 5 4 4 4 3 4'-0` 12 10 10 9 8 8 5 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 8 6 12 10 10 9 8 8 6 6 6- 6 6 6' 6 5 4 4 4 3 5•-0- 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 8 5 4 4 4 3 6'-0" 12 10 !2 19 8 6.5 6 6 fi 6 5.5 4.5 12 10 1D 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 fi 3.5 6 fi 6 6 5 4.5 6 5 4 4 3.5 - 7'_0" i2 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 8 5 4 3.5 6 5 d 4 - - 8'-0" 12 10 1017.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - 9'-0` 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - - 8 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 - - - 1O'_0^ 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 5 3 - - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - _ 6 5 - - 11'-0" 12 10 5.5 - - - 6 6 4.5 - . - - 12 10 4.5 - - - 6 5.5 3.5 - - - 12 10 - - 6 5.5 4 - - 6 5 r3. 12 104.5 - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - - - 3.5 - - - 6513'-0" 12 10 - - - - 6 6 - - 12 10 - - - 6 4.5 - - - - 7.5 - - - -- 6 4.514-0" 12 10 - - - - 6 5.5 - - - - 12 7 - - - - 5.5 4.5 - - - - d1210 7 - - JL - - - 6 3 - - - 15'-0" 12 - - - - - 6 - - - - - 12 - - - - 5 - - - - - - - 16'-0" 12 - - - 6 - - - - - 12 - - - - - 5 - - - - - - - + NOTES ON ANCHORS REQUIREMENTS• WOOD SUBSTRATES, 1. ANCHORS 70 WALL, FLOOR OR SOLID WOOD SOFTIE SHALL BE AS FOLLOWS: - 1/4"/ TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUIDEX W/ MINMMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 18 A 19. EXCWHON: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 19 AND BULL CONSLSr OF (� H V BLADE 0 R H V BLADE LAG SCREWS AS PER NDS 2003 SPECIFICATIONS. ,1 3. SUBSTRATE SHALL CONSIST DF THE FOLLOWING: H VA N D OW BLADE WORKING IN U N I Si -SOUTHERN PINE No. 2 W/ O-0.55 (N.D.S) -DOUGLAS FIR W/ 0-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (NDS.) -SPRUCE PINE FIR SOUTH W/ C-0.38 (NDS) ♦ SEE UM ATIDNS OF USE FOR T -MIN. 1/2' COX PLYWOOD (1988 APA) BLADE ON SHEET 28 4. ANCHORS SHALL. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEanCAloNS OF THE IWLTHOR'S MANUFAMURER. F-R-C. P,C% t"j�M"- -ATE I�FE O,N�. TIWT TESTING & ENGINEERING COMPANY Se KW. 380L SL, St.. 303, VIRGIVA GARDMG. FLORIDA 33188 Phone : (305)871-15M . Fox I (305)B71-1531 e-man: 18Cod.cam ES-aooOWe719 WALTER A THUf Jr, P.E. FLORII3A Uc. 1 44167 A.S.&A, American Shutter Systems Association, Inc. 4288 West Roads DNve West Palm Beach. FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 II )N* {Non High V elocity Hurricane Zone) 0 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System - OLD 07-364 DRAWING No 08-152 (SEE MOUNTINGS ON SHEETS 19). MAXIMUM SPAN (!t) E SOUTHERN PINE 'No. 2 W// MIN. 13=0,55, DOUGLAS FIR W/ MIN. G=.0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W MIN, G=0.36 / 8.0, WALL MOUNTINGS S & V B.O. WALL dMOUNTINGS B.O. WALL eMOUNTINGS NEGATIVE DESIGN— LOAD (0) NEGATIVE DESIG7I LOAD (Pei) NEGATIVE DESIGN LOAD (Del) 30 40 60 75 190 1105130 140 1 60 75 90 OS 30 40 60 75 90 O5 '-0' OR LESS 12 12 12 12 12 12 12 12 11212 12 12 12 12 112 112 12 112 4'-0" 12 12 12 12 12 12 12 12 1 F 12 12 12 12 t2 12 112 12 12 51-0" 6'-0" 12 12 12 12 12 12 12 12 t2 12 12 12 12 12 12 12 t2 t2 12 12 12 12. 12 12 12 12 12 12 12 12 12 12 12 10 10.5 6.5 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10, 12 t2 12 0.5 8.5 7.5 8'-0" 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 4 7.5 8.5 _ 12 12 12 12 12 10. E 12 12 12 11.5 9.5 8.5 12 12 10 8 6.5 5.5 10'-0" 12 12 12 12 11.5 9.5 12 12 12 jo.E 8.5 7.5 12 12 9 7 6 5 11 '-0" 12 V t 2 TT 10 8.5 12 12 12 9.5 e 7 12 12 8 • 5.5 5.5 4.5 12'-0" 12 12 -12-11.5 9.5 8 12 12 11 8.5 7 6 12 11.5 7.5 6 5 4 13'-0" 12 12 12 0. 8.5 7.5 12 12 10 8 6.5 5.5 12 10.5 7 5.5 4.5 4 14'-0" 12 12 12 9.5 B 6 12 12 9.5 7,5 6 4.5 12 9.5 6.5 5 4 3 15'-0" 12 12 11 9 7.5 5 12 12 8.5 7 5 4 12 9 6 5 4- 16'-0" 112 112 1 O.Z 8.5 6.5 4 12 12 8 6.5 5 3 11.5 8.5 5.5 4.5 3.5 - n HV BLADE .0 ~ � R-3. 444167 : AEG. V, P.E. SEAL/SIG + IN Ps ON ANCHORS REQUIREMENTS' WOODS BST AT S I. ANCHORS TO WALL. FLOOR OR SOLID WOOD SOrM SIULL BE AS FOLLOWS: - 1/4'r' TAPIXIN ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MRIIHUH EMBEOMENr AS IN CA1ED AT EACH SECTION ON SHEETS 13 S 19. EXCEPIICNs SEE NOTE 2 BFLOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUODNG TYPE U. SHEET IS AND SHALL. CONSIST of IAO SCREWS AS PER NOS 2005 SPE13FICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G-G.05 (N.O.S) -DOUGLAS FIR W/ G-0.50 (N.O.S.) -SPRUCE PINE FIR NORTH W/ 0-0.43 (N.DS.) -SPRUCE PINE FIR SOUTH W/ G-0.36 (NA.S.) -MIN. 1/2' COX PLYWOOD (1985 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOOWINo Al OF THE RECOMMENDATIONS AND SPECIRCATWNS OF THE ANCHOR'S MANUFACTURER. / _- IL EC O 1--. TILUT TESTING & ENGINEERING COMPANY H.N. 30U. SL. St.. Sae, Wt6MM GARMS. FU RIDA 331e6 Phone : (3o5)871-153o . Fax : (305)871-1531 .-moD: 60.eaoaaLe"m EB-000m19 WALTER A. PLUT Jr. RE, TE FLOWDA Uc. 144107 F.B.C. A.S.S.A. American Shutter Systems Association. Inc. 4268 West Roads Crivs West Palm Soaca, FL 33407 Phone: (800)432-2204 • Fax: (561)209-8380 (Non High Velocity Hurricane 02006 EASTERN METAL SUPPLY, INC. BERTHA HV - Accordion Shutter Sy DRAWING No 08-152 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR m HV BLADE 1mom,SEE SHEET 4 FOR TYPICAL SHUITER ASSEMBLY L. FINISH MAX.SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD SHALL 9E LIMITED 2-MOUNTING SECTIONS CAN BE 1/4'0 TAPCON W/ 11/2' Min. TO 105.0 psf, DESIGN LOAD COMBINED N. ANY WAY TO SUIT ANY wsTALl,ITwn. PENETRATION OF THflEADE13 AREA O EXISTING WOOD HEADER. 1 4'0 TAPCOI4 W/ (SEE SCHEDULE ON SHEET 16) 1. PL3JETRATIO OF THREADED AREA To EXISTING j OR ® WOOD HEADER. (SEE 1 TO GLASS (SEE SCHEDULE ON SHEET 1 1 4 0 20.3/4' SS, MACHINE�T �SCREWS W/ I/4'-20 NU15 ~— 12 FOR GLAOEmN 1 ON SHEET 28 FOR IXISnNG I MARS mh 9 O CLASS—IWALL - ti®p I�T'I��^ bl _.. oRl!Ifl I I {I � 1 7 II 1 L, j 1 u EXISTING AON. TR FINISH - OR 1 HEADER REQUIRED t OR ®� EXISIMG MIN. I :. 1 1 HEADER REQUIRED I I `.. EN4ETRATI F-0 TAPCON /TH1 1 ED Ulm TO EGGS—; 1TO GASASS SEPARATION I I 1 I I T EXISTING WOOD PLATE . (SEE SCHEDULE O I SHEET JI MW. SEPARATION M. CLASS SCHEDULE ON SHEET 18) 1 12 FOR S ArrE O) A IE I EXISTING (SEE SCHEDULE ON SHEET 12) ( 't FOR I S—'1 2'x4' CONT. SILL ESLZIDPLATE REQ'D. 0HV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATIOiI LASS EXISTING �--r--• 1 MIN . SEPARATION TO CLASS ' ) (sEE scHEEDULE SEPARATION TO 12) MASNNFhs--{{1 MIN. SEPARATION TO CLASS 1 i EXISTING I"�(SEE SCHEDULE ON SHEET 12) EXISTING t "G WOOD FOIAIE j(SEE SCHEDULE ON SHEEP 12) GLASS CLASS 8 7 1/4-0-20x3/4' S.S. EQ'D. 1 s 1 1/4'0-20.3/4' S.S. it0 UMACHI ;�4CR2EW5 UPS I' ,., `.. WALL .•. •..•, .�; MACHINE SCREWS W/ I I 1 O 11' O.C. 1/4'-20 NUTS O 12' FINISH I .1 T O.C. 1 j �OR@ 1 OR 1 •,.1 I L ( OR 2'.4' CONT. T WOOD PLATE 1 1 REQ'D. ry 1' Min. I Y 1' Min. 1/4'0 A71ON T 1 1/2' Min. 2'x4' CONE. PENETRATION OF THREADED AREA 1 /4'0 TAPCON W/ 1/2' Min. PENETRATION 1/4'/ PENETRATION W/ 1/2' Min. SILL PUTE O MIOWLDTH OF WOOD PLATE. OF THREADED AREA INTO PLYWOOD. PENETRATION OF THREADED AREA (SEE SCHEDULE ON SHEET 16) INTO PLYWOOD. REO'D. (SEE SCHEDULE ON SHEET 18) 1-1/2' MIN. COX PLYWOOD REQ'D. EXISTING MIN. 2'x4' 1/T' MIN. CD�j (SEE SCHELXRE ON SHEEI 16) W'� FINISH STUDS O IB' O.C. MAX. PLYW000 pEQb. FEN PLYWOOD TO BE ATTACHED O STUDS • 1N ACCORDANCE REO'D, PLYWOOD TO BE Wes' ® HV WALL SILL INSTALLATION WITH SECnON 2308 OF THE F.B.C. ATTACHED TO STUDS IN ACCORDANCE WITH Op HV WALL SILL INSTALLATION F.B.C. 2308 OF THE HV WALL SILL INSTALLATION • SEEBLA �MgTO SEE USE STIR ^ BIfOE 1�11 DN SHEET 38 F.B.C,(NQn High VelocIty Hurricane Zone) ® 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM •. U I L E C O A.S.SJL Accordion Shutter System `•1 0. 4 * Y 6 r • tv. 11 MWITION DATE DRAMYL By' UAVJFP a. TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems W55 R.W. 351A. 31., St., aGS. YAIGIRLI GARDENS, FLORIDA 3]158 Association. Inc. I OLD 07-764 o7/i7/o! wTtr 07/25/08 Phone : (S05)871-1530 . Fox (305)071-1531 4268 West Roads Drive E DRAWING No -man, UII...o..L.c.m Wosl Palm Beach, FL 33407 3EB-0�^1 .52 -' • •' ���_- r wuTla AOTIIITT1Jr. P.E. Phone; (800)432-2204 . Fax: (561)209-8380 4 ��"•�• - FLORIDA Uc. Y 44167 S SHEET P.E. SEAL•IGNTIIEiE�DATE a 18 OF 28 L FINISH 1/4"0 TAPCON W/ 1 1/2• Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 17) 1/4.-20 NUTS 12' O.C. �--OPTIONAL 1 11---•1 I LPLDUSTING MIN 2-x4- EASTING—I HEADER REQ'O MIN. SEPARATION TO GLASS GLASS 1�-.(SEE SCHEDULE ON SHEET 12) 1 1 QS HV WALL HEADER INSTALLATION f-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 0� MIN. SEPARATION TO GLASS 7 (SEE SCHEDULE ON SHEET 1 FJCIGLAS>S-- 1 I 1 WALL 1 RNISH7 (RIAL) EXISTING WOOD BEAM REQUIRED. URAT. ADEQUACY STRUCTURAL OF EXISTING WOOD REAM EX' TO BE CERTIFIED BY REGISTERED ENOINEER DR ARCHITECT PRIOR TO E 1/2' SHUTTER INSTALLATION. 1/4'0 TAPCON W/ 1 1/2' Min. PENETRATION OF �14x3/y THREADED AREA TO EXISTING WOOD L. Q 0 S.M.S. O (SEE SCHEDULE ON SHEET 16) 1 I 1 Gr ©or 1 15 I OPEN HOLE AT EACH I STUD TO ACCEPT CTENTER E70G SS"J AT GFSTUBE ' I I 1 MH sosRAly+ r TKO J.91 ' v� a�.. EXi51lNC MURL M SW I ro a,Ls 12 FOR EXISTING III GLASS I IiN=a ANT LOCATION 1/4' © Max. 2"x6' MIN. WOOD DECK REQUIREO(NO FINISH ALLOWED) _ i DGE (IF APPUCl3_E) EXLSTING WOOD TRUSSES OR 2- RWIER O Ze O.C. REQUIRED EXISTING SOFFIT 3/4' Mw. THK. -1'x4-x1/B' CONT. ALUM. TUBE (6067-T6 ALLOY) W/ © O 3)5/16'0 LAG SCREWS TO Or Or 1S- EACH RAFTER OR TRUSS. 1` n OR 9,* -) a. ' T I b I OU HV CEILING INSTALLATION - iQOR O. r _'_ C OXJ/4" HEX WASHER HEAD TER SCREWS O 12' a.e SEPARATION TO GLASS (SEE SCHEDULE I ON SHEET 12) I I 8 EMSSTINNGLASS— 1 I r LOCATE LAG SCREWS AT MTDWIDTH OF EXISTINC HOOD MEMBER. (2' We. NOMINAL WIDTN))- W/ 2' Min. PENETRATION OF THREADED AREA VALID FOR INSTALLATIONS WITH 72F f MAX. DESIGN LOAD AND 9'-0' MAX. SPAN. THIS INSTALLATION IS ONLY VAUD FOR WOOD W/ MIN. SPECIFIC ORAVfIY OF mso AS DOUGLAS FIR OR ERN PINE No. 2, OR OR ®+ EDUTH 2" " DE; REDDIRm (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE II i/4'0-20.3/e S.S. ..,............� __ IIDGE .-�-�- rl Min P IWPS TRUSS HEAD 2 -.MIH DECK IF 2'x4' CONT. MACHINE SCREWS APPLICABLE 1/4'0 F,H, TAPCON W 1 1/2' Mn. CON I 1/4'0 TAPCON W/ 1 1/2' Mln. W/ 1/4--20 NUTS PENETRATION OF T14 0 APEA INTO 2' MIN: SILL ATE - �� PENETRATION OF THREADED O 12- D.C. 1/4'0 TAPCON W/1 1/2' MLA. PENETRATION —2' MIN. WOOD DECK, R 0;0. ; AREA O MIDWIDTH OF WOOD OF THREADED AREA INTO WOOD DECK. (SEE 5CHEOULE ON SHEET 1B) PLATE. (SEE SCHEDULE ON (SEE SCHEDULE ON SHEET 16) SHEET") OX HV WALK —OVER INSTALLATION ♦SEE UM ALIGNS OF USE FOR ®HV, FLOOR INSTALLATION BIAnE�aN SKEET 28 Hurricane Zone) &V HV WALL SILL INSTALLATION F.B.C.(Non High VeiOCity .-�.y ��• 02008 EASTERN METAL SUPPLY. INC. BERTHA HVI'M `• << 1 L E C O I N c. AmSmSmAm Accordion Shutter System American Shutter Systems ' TILUT TESTING k ENGINEERING COMPANY . IEV. N. DESCRIPTION DATE ORAWN B*11e.V.//A.A.a 1 OID 05-se4 W/26/Os DATE 07/2S/OB `• • r•.1,- 0365 N.W. seUh. sL. se.. 3w, rnrnW GutolHs, FWWDA Jstea Association, Inc. i DRAWING No •-- Phone : (30Sw )871-1530 . F1 (305)671-1531 4265 West Roads Drive 3 • � SGG- --• ,,,} e-mxa: mt�oo•otoom West Palm FL 08-152 4 �:'•'• � • -/�'' EB-0000719 WALTER A MLR Jr. PE. Phone: {800)432-2204 Fax: (561)209-8JB0 04 . 561)2 5 SHEET e-`--• P.E. SEQSIG-.af RfjDATE FLORIDA ue. ! 44187 19 OF 2B 6 2'.4• .MN. MOOD SKIM (AS APPLICABLE) Ww FRI ExIm"o MLASS� 3— — END INSTALLATIONS CC) HV BLADE OR i`lA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS :r.4• Mal YMOM (-SIM Rfa'Q 2•.4• M. wow 1/1617' - (a0e]-T6) MOM. ALIA1. CLDSDt AT P{A7E�lDCAE SOF al/]' S1LS' e 6 /ILIA/]' 6Yd. - nOG I sc OETA R FMa su to am QID CONNECTION DETAIL Q -Oama PASS -=- _T -A • 11 END CONNECTION DETAIL 8Q ElOSIWC /�GASS t/4•► 7AP.'OR ANafm /tM.td]' sL3. Y/ 11/T a,, PWL ER[fM11011 IY a.G //2' MN. h9EA Q OR �710W. 1/] ; amraar— W Mr/Ic� u11 'fa• -a• - - E�M.I%25.Y.S. 1r a�s1 sY aeoowA Ta 6i .� . 1 OR END CONNECTION DETAIL 9Q ____ 6 oR BOoR�aR 4 .f1r a7_i Is6NM Muss END CONNECTION DETAIL } REOURM NAY FOR a9AMS OREWI 1MN EF_ ♦ SEE UN AT10NS OF USE FOR BLADEON SHEET 26 .L9w(9•(7).U-"•R;- `PALL sva91 21A• MN. YOOY� WMLJ-l9^l°l•�TJ- eUwLq •y_y. .... SKIDS REo a. FN •®-Q�.Q�^©•�^ J.�.?I] DETAIL X 01) CONNECTIQK ,DETAIL © END CONNECTION DITAIL 12 F.B.C.(Hon High Velocity Hurricane Zone) A. ����tt• .• A,S■S■A ■ 02008 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System � ,.�• American Shutter Systems Aseaclatton. Inc. 4266 Wast Roads IM6 at Palm Beooh, FL 33407 Phone: (1300)432-2204 . Fa.: (561)209-8380 TIWT TESTING Ac ENGINEERING COMPANY MISS NW, amh. M. Sic MS. %MIWA GNOFNs, Mnt A 331ea Ph...: (305)1171-1530 . Fa.: (305)671-1531 e -mail; eha-900I.com e aED-o006710 wALTER A. nwT Jr. P.E. FLORIOA Uc. j 44167 IEV. Na DESCIUMON - DATE ORAWN ISY; "VAR. I OU7 03-334 oT/23/0e DAM' 07/25/08 2 DRAWING No 08-152 _ C. Tr . V� -.Q+o r'-+•"!!' • •�'' I ,O _ P.E. SEAL/SIGNATURE/DATE S 1 A 3 •. _ arNiE� nr no UM a d® H I I 11NVB-NOB AL:Eia1a1E 34 1ncAnON HYB-NOB HDA-WA 34 D S D Z _ D Z o tls II I wl 3IIL Z� a it 2 ¢ �_� II N iy O j Z HYE-NOE - E Z SEE END CONNECTION ° DETAILS 0 SHEET 24 1%D TYP. FULL HEIGHT. O OR ® OR + O OR TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. + NOTES ON HD LOG}CS AND CENTS: 1. MANDATORY CONDITION J 1: ONE 3® H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES. 031 OR 3(`D AN{T AT ANY ELEVATION. 34 H.D. LOCK MAY BE USED AS A INSID OR UTSIDE LOCK, ATTACHED Tif © HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS 0 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION AI 2: LOCATION OF fl H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR S UTTER SPANS UP TO 105". ABH.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. = C�; A. If:A TILLIT TESTING a ENGINEERING COMPANY +`� • '' : • ' . 0365 NW. 3Uh. St. St4 30:4 %RRGMIA GARDENS, RDRM 33165 "� Panne : (303)671-1530 . Fax: (305)871-1531 � �1 g a0 .-aan: a•1.�•a etc:• LrYI Q ��. ��• • • f. - se-00057oaa671s YVLTER A. TIUJT Jr. P.E P.E. SEAAA�/GD1!{LlN2L',E�ATE FLOROA U. f 44167 F.B.C. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Rands OrNa West Palm Beach, FL 33407 Phone: (600)432-2204 . Fax: (561)209-8380 (Non High Velocity Hurricane Zon!j 02008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System R. DESCRIPTION DA DRAIMN BY: H.C.V. OLD 05-364 07/25/06 DATE: 07/25/08 DRAWING No 08-159- POURED CONCRETE ANCHORS CONCRETE -(SEE SCHEDULE ON 1/4-0-200/4" S.S. REQUIRED SHEET 26) MACHINE SCREWS USING CONCRETE ANCHORS 1/4--20 NUTS m 6" O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 26) t• REQUIRED EDGE OF Nun AB IF EO . APPLICABLE B APPTTC4BLE s - -- 18 � 70 GlAA4 � I SEES iS©M wv// I s W • � I ' i 1 $ � EXISTINGrn I )OPTIONAL I l i EASTWG _ ' CLASS I • t I SEPARATION sTO CLAM , (sEE05CHE0 AXE Ijr+(SEE SCNEDUU: w t ON SHEET 25) II 2 O EXI5T�$ ON SKEET 25) I I POURED FUT HEAD CONCRETE ANCHORS �� 11 CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 26) ® HD, WALL HEADER INSTALLATION HD CEILING INSTALLATION ® HD TRENCH INSTALLATION FJ(ISnNC� GElSs t I 2 NUN. I I OA 1+ TO ' O MAL. m I I MIN. MON STo f — 12.L5S Ei samulE ON I E{Iyry; � CLA� (6TE VA4En01E Lam' m I (SEE SCHEDULE sISEE 25) EXISTWO 11 ON SHEET 74) I ON 6T1FR 23 ) CUSS t O EXISTING GLASS----- I I � �HAIE �ANCHOR " �OPnMAL I I OPTIONAL! '"� � { yy14.3/4' HEX 1'VASkER HERO j 1 LOCATIONi u d i Q , TEK SCREWS I r y\ - H 6 D• a 5" D.C. J __ t8 +14.3/4' IX H TEK SCREW$ a- O.C. t --- L ro EO OR 1/4'0-20i S.S. M.S. CONCRETE ANCHORS � EDGE OF �ITCASLE (SEE SCHEDULE ON A EO. 10n�1/44-210 3/4" S.S. SHEET 26) PHIWPS iR 55 HEAD MACHINE SCREWS - _I POURED POURED CONCRETE POURED ( NCRETE ANCHOR$ SEE SCHEDULE ON USING 1/4'-20 NUTS ®6" O.C.01/z I� e' t / CONCRETE OF REQUIRED a.- REQ'D. SHEET 26) r 'APPUCABLE SKEET i REWIRED LFIAT READ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) HO WALK —OVER INSTALLATION Ix3/4- HEX WASHER D TER SCREWS O O.C. NCRETE ANCHORS E SCHEDULE ON ET 20) GG HD FLOOR INSTALLATION EE J D WALL SILL_ INSTALLATION CONCRETE REQUIRED NOTE FOR come, ON OFsIzolls, F© HD RAINGUARD, INSTALLATION INSTALLATION DETAILS W j ® HV BLADE 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY R E. D. a EDGE DISTANCE SCALE: 3/8"-1" 2- NOU"NG SECTIONS CAN BE COMBINED (SEE SPECI iwoNS ON SHEET 26) F H Z IN WAY TO S IN nON •B. Li. loon High Velocity Urricane On8 = E • ' - _ • t- - _ .: • tC''f' ,'0I1�` - VV• ' '�LYytl-0_ I.: wrl / P.E. SEA�•� 5 xNA ' DATE C 4 �VEASSA ■ American Shutter Systems Association, Inc. 4258 West Roads Drive West Palm Beach. FL 33407 (800)432-2204 . rac (581)209-8380 02008 EASTERN METAL SUPPLY, INC. BERTHA HVTM' Accordion Shutter System TIWT TESTING k ENGINEERING COMPANY 055 N.W. 76th. R• St. MS. vIAGMU GUMENS, ELORMA W166 Ptrona : (303)871-1530 . Fax : (305)871-153t .-.an: mtxeoow.cam 0719 WALTER A nUJT Jr. P.E.Phone: FLORIDA U. ! 44167' qLv. M DESCRIPTION DATE I DRAWN M .C.V, 0. 1 OLD 05-764 07/25/46 GATE: 07/25/DB. 2 DRAWING NO 08-.1 52 4 5 SHEET 2 2 5 5rE END WALL CONNECTION DFTAII5 ON SHEET 24 INSTALLABOK SP O T U 1 IN �`-EXISTING GLASS * BY BLADE I/ SEE NOTES ON LOCKING ®& ND RODS ®LOCKS ON SHEETS 21 .- 0 OOR ©OR® }IOOR ND WAJ,I,�ONNECTION SF,F DETAILS ON SHEET 24 + oR®1-- — f-EXISTING GLASS -----------------------------..oR.*(6063-i6 ALL01� ALUM: 0) ANCHORS TO (IOP/ROTfOM OP110NAL/4 H.V.(oPnONAL) 4TAPCON fI4 X 3/4• S,\ )TION TO CLASS 33ONCRETE O.C.E PINS (TYP.) I N & (4) /14.1/2. 8L1S. ON SHEET 25) (It) H.V. 10 The AT EACH ANGLE. OW) 5 4 5 8• 5 1/2• PINS. (TYP.) 4 5 - ff� _4 ----------- - --- _ ------ r — — I O OR ® OR © + O OR) — r EXISTING CUSS — IRN, 6EPAftATION TO mAss I N C- (SEE SCHEDULE ON SHEET 25) IS' O.C. Oi VI:/ HVB-HDB (aPnoNAL) 0 U 7 SYMMETRICAL HD CENTERMATES W/ & LOCK (EXTERIOR) (OP ON L) VC— C SYMMETRICAL HD CENTERMATES W(J/ 3� * LOCK (INTERIOR) I+ 0OR I+ O U D I6 1/z• M�Ax. sucKZLJ Q E OR POURED CONCRETE - CONCRETE BLOCK WALL HVD- DD REQUIRED F.B.C.(Non Nigh Velocity Hurricane Zone m 2008 CASTER14 METAL SUPPLY, INC. • A■S■SA BERTHA HV Tm Shutter System < . � r��. i•4 TfiTt J ! L E C O � N � . ■ Accordion ....•,.���Y�(•// American Shutter Systems TILUT TESTING & ENGINEERING COMPANY Ev. N ION OKO DATE DRAWN W. M.RV• 0• I aw os`344aTE: 0 07/25/OB a35e N.N. 3SU. St. St. 305. MRGTtM ChROINS. rt-MA 33158 Association, Inc. e. . : a DRAWING No . �� ^��•,Q��� Phone 3 (305)e71-1530 . r� : (305)671-153t a— .a: alt=00eal.cam 4268 West Roads Drive W.Palm Beoch, FL 33407 08-152 3 - 4 "� ES-0006719 WALTER A TIWT Jr. P.E. Phone: (800)432-2204 . Pa.: (581)209-8380 5 SHEET P.E. SEAL/SIGNATURE/DATE PLORQA Uc. / 44167 ___ 23 OF 28 a POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCR E ANCHO EXISTING GLASS a to- Q.C. 2MIN. �-- E 1 EO MIN. SEPARATION 1/16 0 MAX. ' TO GLASS (6083-TB) CONT. (SEE SCHEDULE ALUM. CLOSER (LOCATE AT t) ON SHEET 25) PLATE. (LOCATE EIIHF�R SIDE AT EITHER OF 5) OF 4 ) I/2' MIN.O E14XI/2' S.M.! 114x1/2' 5.144 _ _ _. _ a 16' O.C. a 16' O.C. SEE DETAIL X FOR SIDE CONNECTION OOR ®OR I h 1+ OOP TO TRACKS END CONNECTION DETAIL T POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED— �EXISTING GLASS -- I MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 25) �O Ofl ®Ofl 1 Al l + O OR FND CONNECTION DE I ®Q ®+ I POURED CONCRETE OR CONCRETE POURED CONCRETE OR CONCRETE BLACK WALL REWIRED •j•'�"r DRR ;CONN CRETE BLOCK WALL REOUIREE BLOCK WALL REQUIRED _—EXISTING GLASS .i EXISTING GLASS 2' MIN EXISTING GLASS LN MIN. SEPARATION 1 ( MIN. TO GLASS TO GLASS MIN. SEPARATION (SEE SCHEDULE ON SHEET 25) / ,• (SEE SCHt71ULE 'ON SHEET 26) 1/2' _ 7`__�L 1. TO CLASS (SEE SCHEDULE ON SHEET 25)• *USE 1' OR 2' MAX. (AS APPUCABLE)x2-xI/8'x0'-2' I --'- - ' ALUMINUM CLIP ANGLE 4 (6053-T6 ALLOY) AT MIDHEIGHT (1) 114x1/2' S.M.S. a TO( dt (2)1/4'e TAPCONS SEE DETAIL % FO SIDE CONNECTION Q ANCHORS TO WALL AT I" O.C. (LOCATE AT EITHER SIDE OF& TO TRACKS SEE DETAIL % FO 4 ONN SIDE TO TRACKS ©+ OR 1 .07 O ® ® OR®OR®+®OR + ®+ ®R®OR@+®< +© END CONNECTION DETAIL END CONNECTION DETAIL n END CONNECTION DETAIL Q ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' POURED CONCRETE OR CONCRETE BLOCK WALL77 4 REOUIRED E XISTING -� TTE ' O.C.MINON --- ----- TO GLASS CON 1/2',MIN. (SEE SCHEDULEz ANCHOR 9.-- - ON SHEET 25) 12, O.C. 2' �DR® OOflQ Elm VIEW Y DETAIL END INSTALLATION OR@ IUaRUaRv+vaR 2 HV BLADE INTO CONCRETE 0A CONCRETE BLOCK WALL. fJIM — C NNECTION DETAIL ® F.B.C.(Hon High Velocity Hurricane t,. _ • `���-°� •.; a �. r.• : - ' TIW7 TESTING dt ENGINEERING COMPANY '( . F, ^_ V + ! N.W. J61F. 51.. Sb. J05, NRGxaI GMOEN$ r10100A 331 ee Pharr. (305)071-1530 . Fax 1 (305)871-1531 o p /�+•;I�a?- r a "wm4; IAtewaaal. EB-0006719 - WALTER A. TNLG Jr. P.E. P.E. SEAUS16NA6E/DATE FLORIDA Uc. 0 44167 A.S.S.A. American Shutter Systems Assoclatlon• Inc. 4208 West Roads Drive • West Palm Beach. FL 33407 Phone: (B00)432-2204 . Fox: (561)209-8380 02008 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter Systen V 12ESCMPTIQN DATE I ORAwN 8T: M.C.K/L cU) as-se4 07/se/D6 wre 07/25/O DRAWING No 08--152 MAXIMUM SHUTTER SPAN* "L+" OR "L-" ((t.) INSTAUATIONS W/ IYMMONAL (DOR®, W/ ONE H.D. & LOCK k NO LOCKING RODS g wnYUU CONCRETE d; CONCRETE BLOCK INSTAUAIIONS MYLIGN LOAD �•'•r•) (. OR -) ALL MOUNTING CONDITIONS LF M t'( 0 OR EFS1 8 -0' 18 -O' 35 18'-01 15'-0" 40 17'-4' 17'-10' 45 16'-4' 17'-6• 50 15'-6' 55 14'-10' so. 14'-2' 18 -2 65 13'-8' 15'-8' 70 T3'-2' 14-I1 75 12'-8" 80 12'-3' 85 11-11 1 - 95 100 10 -8" 12'-6' 105 10'-0' 12'-2" 110 115 120 BV-9' 125 130 - 10'-11' 135 - f0•_0• 140 145 - 10'-4' 150 - 10'-2' 155 1o'-O" Too - 9-10 165 - 9'-9' 170 - 9'-7' 175 - W-5' 185 - ♦'-2' 190 105 * 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 OR p DETERMINE MAXIMUM A IMUM SPAN FOR W 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 BLS DETERMINED SPAN BETWEEN 'L+' AND "L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVER POSITIVE DESIGN LOAD: DETERMINE LI+d MAX. SPAN FOR WATT MOUNTING•INSTALLATIONS. (2+d MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Li-- MAX. SPAN FOR.WALL MOUNTING INSTALLATIONS. L2 MAX, SPAR FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'LI+', 'U+', 'L1= AND 'U- (4) CO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM AALLLOWABLE SPAN AND MAXIMUM DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 2 HV BLADE 1. IL E C O liK�. 44Y ; - : TILLIT TESTING & ENGINEERING COMPANY = 5356 NW. 361h. Sy Sic 305, 11RC.OA GARDENS. FLOROA 331.E Ph..: (305)871-1530 , fox 1 (305)671-1531 +•' ti L Eyl0qq i; .—OD: UR-000I.Com WAUER A. RLLIT Jr. P.E. /... j 1 �' ± P.E. SE4t� IGNA�dRE/DATE FLORIDA Ue. / 44167 :ecru IATION LEGEND SUBSTRATE POURED CONCRETE MOUNINGS (SHEET 22) WALL AA h EE MOUNTING FLOOR/CEILING BB, CC, DD, MOUNTING FF do CG WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1'1 4 3" M A.S.S.An American Shutter Systems Association, Inc. 4288 West Roads Orlve West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 (Non High Velocity Hurricane Zone) 02008 EASTERN METAL SUPPLY, INC. BERTHA HV" Accordion Shutter System DRAWING No 08-152 Qun.,Ops SameneNe Cl1DDCCDf1tJnlAll^ MAXIMUM DESIGN PRESSURE RATING AND ►AAYIAAII►A enlcuntt+ SPACING SCHEDULE 1 4�A TAPCON FOR A GI4VEN 6AAX SHATTER SPAN MAXIMUM DESIGN LOAD 5/10's TAKOR X1 �D A_ CORRESPONDING MQUNTtNG TYPE FOR CONCRETE INSTALLAMONS POURED CONCRETE ALL MOUNTINGS AA THRU GG (SHEET 22) MAXIMUM SPAN (ft) USE MAXIMUM VALUES BETWEEN POSRVE AND NEGATIVE LOADS 50 OR LESS >Z0 TO 80 >90 TO 120 >120 TO 160 >160 TO 195 4 1/2'OR LESS 12' 8" 6" 4' 3 3/4" UP TO 10" 6• 4" 4" — 4" 3" — — — UP TO 18'—O" 7 1/2" 5 1/2" 4` — — (A) ANCHORS TO WALL SHOT. BE AS FOLLOWS: AI) TO EXISTING POURED CONCRETEI (MI.. fc - 3350 pal) 1/4-0 TAPCON ANCHORS, AS MANUFACTURED By I.T.W. RAMSET/ RED HEAD. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4'. A.2) To EXISIM POURED CONCRETE, (Um- fA — 2809 pd) — 5/16.0 TAPCON XL ANCHORS. AS MANUFACTURED B/ LT.W. BUIIDFY. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/15' TAPCON XL ANCHORS IS 2 1/4'. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE ExISITHO WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MARL STRUCTURE BEHNO SAID WALL FINSHES. ANCHORAGE SHALL BE AS INDICAIFD ON NOTE At) ABOVE. FOR INSTALLATIONS ON VGOL SIDING OR In CONSULT TIOS ENGINEER (8) ANCHORS SHALL BE SISTA I ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE SCHEDULE BELOW FOR MOAMUM REQUIRED EDGE DISTANCE FOR ANCHORS. p2-Z HV BLADE MINNUMREQUIRED EDGE DISTANCE FOR ANCHORS HAOMUM ANCHOR SPACINGS ARE VAUD FOR 3' EDGE DISTANCE FOR 1/4'0 TAPCON AND 3 5/8' EDGE DISTANCE FOR 5/1616 TAPCON )a- F.B.C. Non High Velocity Hurricane Zone ® 2008 EASTERN METAL SUPPLY, INC. BERTHA HVTM ` 1 L E C O A S S A Accordion Shutter System :,;.;; _ _, ; ; ; N C. ■ ■ TIwT TESTING k ENGINEERING COMPANY EV. N DESCRIPTION iim omwN n* JLAAL AA- — � AmerlCOn Shutter Systems 1 OLD Os_3a4 a7/AS/ae DATe 07/25/OB . -. >-.•:_' as5s FLIP. se,nu s,. s,A. soy, vRCINA wnm4s, FLORIDA 33166 Aasoclatton, Inc. 2 DRAWING No . —s : (305)871-1530 . For : (305)571-1531 4268 West Roads Drive 3 E8-0006719 Weal Palm Beach. FL 33407 f� 08— 1 52 4 WALTER A TllllT Jr. P.E. Phone: (800)432-2204 . Fax: (561)209-8380 S . SHEET 28 OF. 28 P.E. SEAL/SIGNATURE/DATE FLORIDA, Ua. / 44t 67 __ 6 I 12 TO BLADE A pCE EDGE I I BLADE'S - 3'd OPENING KNUCKLE (T!P) ) E.O. E.O. FLAT PORTION OF BLADE I I f! i/ i\ 2 7/8' YIN. CLEAR i ~ SEPARATION EETWEEN BLADE OPENINGS I 1/ I I� 12' I TO �( ';SCALE; 3/8"=T" i 0.1875" �010525" F o.oszs" — 1A HV WINDOW BLADE SECTION X—X 0,0625" ¢¢ Hv WINDOW �\I 0.0625" t' R 1.1.7500" X rt� r1.3750" / 02.8750" j�' POLYCARBONATE IMPACT RESISTANT HV WINDQW GAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE IL 2 1/4' CLEAR t 5 5/4' 03.0000" 03.7500" 4iBErNEEN TABS ON CENLERS 0.7500" \I \I 1q EXTERIOR ELEVATION /I SCALE: 1" = 1" /I T I CLEARAIIICE ICE°�4" TYPICAL HV WINDOW BLADE 1 AND r �l POLYCARBONATE HV WINDOW DETAIL BAYER MATERIAL/SCIENCE LLC. MAKROLON 3103: TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT PHYSIC ICGRAVITY SPECIFIC ASTM D192 0.043 IbAri cH�!0 TENSILE YIELD STRENGTH ASLM D636 9,400 P•Li. FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 FLEXURAL MOOULUS ASTM D790 340,000 p.e.1. IMPACT. NOTCHED IZOD ASTM D256 18 FT-Ib/Fn rlar BURNING CHARACTERISTICS: SMOKE DENSITY ASfM D2843 47.2 R RATE OF BURNING ASTM D635 C-1 CLASS SELF IGNITION ASTM 01929 1040 'F wEATHERING: ASIM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 038 P.iL TENSILE STRESS BEFORE WEATHERING ASTM 538 8481 psJ. 846 F.B.C. Hon High Velocity Hurricane L 02008 EASTERN METAL SUPPLY, INC. BERTHA HV TM - Accordion Shutter Sysi ECtcF.ly iL �Eq INc. A.S.S.A. 1.•,. �`r�' American Shutter Systems TILLIT TESTIN0 •dc ENGINEERING COMPANY Association. Inc. - N.W. 300. St. Mi. 3M NRWM CARDEN% FLONM 73100 Phone (JOS)871-15J0 Fax : (303)871-1531 30 . Faatmm 4266 West Roads OriVO % • = e8711-1 Weet Palm Beach. FL 33407 • (���v '6'�Vgg�1111�1^�• %J . •t•.7Ctr" O °EU Ee-000e719 WALTER A TILLIT Jr. P.E. Phone: (800)432-2204 . Fax: (561)209-B380 - �r•' W__ P.E. 'SfAL]'S[GNA%11ftE/DATE FLDRIDA Uc, II 44197 _ DRAWING No 08-152 _J I 1 H AL M MI M �I N N N M MI M N� N 0 IN I I --- --'- - --- - -' - - . .- 11 »� - - AL SCIARKTION TO CLASS E)STIO ULAsS ELEVATION =1 1i2 M� ti _F%E tl%"R01Q SYN I CENTERMATES W/ OR S AND W/0 E. NOTE 4 ABOVE) PLAN TYPICAL In HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE M SHUTTER'S N.T.S. P� •• ".Effie.• �w Z- 13T: P.E. SEAL%S4AWDATI IL ECOIk� TILUT TESTING B ENGINEERING COMPANY SS N.W. 36K 51. 9t•. 306, MRGMA GARDENS. RaMDt AI•• Phone . (365)671-ISM . Fox 1 (308)871-1531 e-mou: tdoca0ooL om ES-0006710 WALTER A. DLLIT Jr, P.E FLORIDA Lie. # 44161 •nrNFRAl "`NMMONS AND COALITIONS OF USE POR GER UTA uNisak MR I. MAX, DESDH PRESSURE RATING: +110, - ITO P.•.N, 2. MAX. SHUTTER SPAN: 96' 3. ALLOWED MOuNtIN05: A, D. O & H ON SHEETS a 7t AS WELL AS UOUNIINGS M. 0. T, U ✓s W ON SHEETS 18 R 19- W�EDININN �SY ETWCAI. OR OPPOSING W CASATE E AT EKIERIOR ACCESS SIDE WITH sr BE wcwaEO S. (N FN WINDOW IAOE 10 SHALL, ONLY ALLOW A MA10AUM OF 5 OPENINGS (3'0 HOLES) FOR PER MADE AT SPACINGS SHOWN ON SHEET 27. . . (8) {ON. CIEARANNCE FRO,X TOP OR BDTfON EDGE OF FN YANDOW BLADE Of ANY 3.0 ROLE FUR W SHALL BE 12-. (CT FM OR L§ BLADE COICNG OUT FROM STARIFAS AT ENDS WAY BE HY DOW MADE 11 (0) HV WINDOW SLADE © MUST BE USED ALTERNATE W A SOLID HHV P ADE(j THROUGHOUT SHUIrm9 WIDTH. (E) CEbjERMATEs s VLL NYMS BE INSTALLED AGNCENt TO A SOLID W BIADE l AT EiiHIER SDE or THEE. (� POLYCPRBONNATE IN WIVDOW SHALL BE D1afAI-IID SO 7fj�j TABS FACE IRE INTERIOR OF THE OPENING B NO PROTECTED. LN VRiDOW LFy MUST BE ONLY INSTALLED AND TACKED USING A 1N SETTINO TOOL PROW BY ASSNL INC. S. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME . BUILDINGS ON SHEET 16. AS LWIED BY SPAN AND DESIGN LOAD (SEE NOTES 1 N 2 ABOVE). 7, SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS KID POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 6t 14 AS UMREO BY SPAN AND DESIGN LOAD (SEE NOTES 1 h 2 ABOVE). 6. MINMUM SEPARATION TO MASS SCHED" PER ASTM E-1998: WIND "NE 11URIUM SEPAWl110N TO C1A55 1 7HF 3 1' ♦ IRS' F.B.C.Mon High Velocity Hurricane Zone; &SMSM& American Shutter Systems Association, Inc. 4268 West Roads Drive West Pohn Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)202-8380 ® ZOOS EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DRAWING No 08-152