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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: RECEIPT: PERMIT NO: 7— ga1YP ' PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue 19CgJV Fort Pierce, FL 34982 772-462-1553 S't ByN�b APPLICATION FOR STORM SHUTTER PERMIT <4�ie Cou 1. LOCATION/SITE ADDRESS. c Coves z),c' 2. PARCEL ED NUMBER: \`ANS—�n�\- b`A 41�- 3. DESCRIPTION OF PROJECT: '\ \ 2. Q Q cc� 4. TYPE OF STRUCTURE: SFR: MOBILE HOME: OTHER: 5. OWNERS INFORMATION NAME: CITY�ICZr CQ STATE: ` L ZIP CODE:�LiC{��1 PHONE: %0v ^ Z0I EMAIL: 6. CONTRACTOR'S INFORMATION p/ FL REGISTRATION/CERT #: COUNTY CERT #:� BUSINESS NAMI�'--:^^ '� , S—,M �Um PHONE NUMBER: 0W-) EMAIL: FlC1.e-- ,,C,IN Type of Surface attachment: Wood Frame Concrete Masonry Other -PRODUCT-TYPE " :..- PRODUCT D_ ESIGN"PRESSURE'; ,_ ' "" -..__ PRODUCT" APPROVAL # REMOVABLE' •.PANELS `:' ; ACCORDION ROLL=UP`, "FABRIC OTHER, ' I } ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ 1'! <�o PERMIT FEE: $ OWNERS AFFIDAVIT: I certify that all of the information contained in this application is c rrect and that all work will be done in compliance with all applicable laws regulating construction and zoning. I PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER S ATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OFCi �� �.Q_ ACKNOWLEDGED BEFORE ME THIS DAY OF 20 , BY, N CNN RS t_�iO IS PERSONALLY KNOWN TO ME OR WH RODUCED AS IDENTIFICATION. N TYPE OR PRW NAME OF NOTAR SEAL TIT NO PUB C COMMISSION NUMBER C= C NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC �onr Du Notary Public State of Florida z° �� KO E Ridg' a my Commission EF-131494 i�Oi °e Expires 10/0312015 Property Appraiser - St.Lucie Counl� _ 'L Page 1 of 1 PROPERTY RECORD CARD Kenneth E DeGarmo Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 2540 HARBOUR COVE DR ParcellD: 1425-701-0064-450-5�yCfE��G2 Sec/Town/Range: 25 :34S :40E Account #. 134654 :c , Map ID: 14/26A Use Type: SF Res Zoning: HIRD City/Cnty: Saint Lucie County Ownership and Mailing Legal Description Owner. Kenneth E DeGarmo Jeannine S DeGarmo CORAL COVE BEACH -SECTION ONE- THAT PART OF TRACT B Address: 2540 Harbour Cove Dr AKA HARBOURCOVE UNIT 45 MPDAF: COMM AT INT OF C/L Fort Pierce FL 34949-1516 More... Sales Information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 176600 Land Value: 40000 Acres: 0.03 9/27/2005 375000 00 WD 2379 / 2638 Assessed: 174130 Building Value: 136600 2/3/2003 100 01 WD 1666 / 2835 Ag.Credit: 0 Finished Area: 1962 SgFt 12/14/1999 180000 00 WD 1270 / 2633 Exempt: 8/28/1992 185000 00 WD 0805 / 2285 Taxable: Taxes: 3544.48 BUILDING INFORMATION Exterior Features View. - RoofCover. ExtType: XT49 - HarbourCvTH YearBlt: Grade: T49A - HarbourCvTH EffYrB[t: StoryHght 0020 - 2 Story No.Units: Interior Features BedRooms: 3 Electric: FullBath: 2 HeatType: 1/2Bath: 1 HeatFuel: °/ONC: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qua[. Cond. YrBIt. DWC - Driv-Concret Y 1 320 AV AV 1992 SD - Dim Shingle RoofStruct: GA - Gable 1992 Frame: - 1992 PrimeWall: BS - CB Stucco 1 SeoWall: - NIX - MAXIMUM PrmintWall: DW - Drywall FHA - FrcdHotAir AvgHt/FI: ELEC - Electric Prm.Flors: CU - Carpet 100 %Sprinkled: 0 Land Information No. Use Type Type Measure Depth 1 0100-SF Res BI -No Land Val 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/prc.asp?prclid=142570100644505 5/21/2014 Signatu Date. Salesperson Date Gulfstream A/ummum and Shutter Corp. r. DESIGN PRESSURE CALCULATION for Exposure C, Wind speed 150 mph and Mean roof height 15 ft Contractor: Preparer: Project Address: Gulfstream Aluminum Gulfstream Aluminum 2540 Harbour Cove Dr Ft Pierce FL 34949 #°x Width Height Location W+ 43 20 E 47 43 1 100 92 Interior 2 96 54 Int erior 45 22 '4,9 33 �.;, 3001 S.& Gran Park Way Stuart, Florida% 3499T SCOPE: . ' . • .. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 'The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to b'e used in Miami Dade County and other areas where allowed by the Authority Havirig Jurisdiction ..,This NOA shall not be' valid after the expiration date stated below. The Miami -Dade ,County Product :Control ;Section (In Miami Dade Coun ty) and/or the AHJ (in areas other than Miami Dade County) reserve the, right to have this product or'niaterial tested for quality assurance purposes.* If this product or material fails to perform in the accepted mariner, the manufacturer will incur. the expense of such testing and the AHJ may immediately "revoke, modify,' or suspend the use of such product or material within their jurisdiction. RER reserves the'right to ' -revoke this acceptance' if it is determined by Miami -Dade County Product Control Section that this product or ';material fails to`meet the requirements of the applicable building code. " This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " Bertha'HV " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 12-085, titled" Bertha HV Accordion Shutter System:", sheets. I through 28 of 28;'and sheet 28A, prepared by Tilteco, Inc., dated March 15, 2012, signed and sealed by Walter A. Tillit Jr., P.E., on March 16, 2012, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section: . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant a LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the.. " following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS- . . >.;202, and TAS-203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there" has been no change in the applicable building code negatively affecting the performance of this product: :TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the ,materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales; advertising or any other purposes shall automatically terminate this NOA. Failure to com 1 i With any section of this'NOA shall because for termination and removal of NOA. 1? Y .:ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County,Florid • a, and followed by F`'the expiration datemay, be displayed'in advertising literature. If any portion of the NOA is displayed, then it shall be'done in its entirety: " INSPECTION Acopy of this entire NOA shall be provided to the user by the manufacturer or its distributors • and shall be available for inspection at the job site at the request of the Building Official. ' This NOA revises and renews NOA # 07-0108.03 and consists of this page 1, evidence submitted pages )rl & E- 2 ...,Well as approval document mentioned above. :The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAM1 DADE COUNTY �% NOA No. 12-0323.01 ' • ' r7 Expiration Date: OS/29/2017 10/i 8/Za! Z Approval Date: `10/18/2012 Page f Gulfstream Alufidnum and °; itter'Corporation NOTICE OF ACCEPTANCE `EVIDENCE SUBl [YTTED 1 ` EVIDENCE SUBMIT" I'ED, UNDER PREVIOUS APPROVAL :.. #.Oi-OlOS,03 A.: DRAWINGS 1. Draining No. 06-314, titled " Bertha HV Accordion Shutter System ", sheets 1 through 26. of 26, prepared by Tilteco, Inc., dated December 26, 2006, signed and sealed by Walter A. Tillit Jr., P.E., on January 03, 2007. ` B. TESTS See Association's generic approval under 06-0130. 3 C. CALCULATIONS 1. See Association's generic approval under 06-0130. .f .. 1f �; D. QUALITY ASSURANCE Y 1. By Miami -Dade County Building Code Compliance Office. T ' E. MATERIAL CERTIFICATIONS t3 See Association's generic approval under 06-0130. ` k F. STATEMENTS Release. letter issued by the American Shutter Systems Association, Inc., dated December 21, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Gulfstream Aluminum Shutter and Corporation to use the test results approved under Miami -Dade County Approval No.dbLg06-0130, signea > 2. . ` Ackrioivledgment letter by Gulfstream Aluminum Shutter Corporation, and dated December 07, 2006, signed by Mr. John L. O'Brien. 3. - � Letter by Tilteco Inc., dated December 26, 2006, certi in that the drawing �' g (No. t _ $ . g 06-314) prepared for Gulfstream Aluminum and Shutter Corporation, x signed and sealed by Mr. Walter A. Tillit Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 05-363). X t 4. Acceptance Letter issued to Mr. John L. O'Brien on May 26, 2007, ; ° 3 and returned "signed by Mr. John L. O'Brien on May 29, 2007, indicating to please issue the, proposed Notice of Acceptance as submitted and reviewed h kr 4`C, 3 �r3 t � . R 4 I� A. Makar, P.E., M.S. ' Product Control Unit Supervisor i € ' NOA No.12-0323.01 Expiration ,Date: 05/29/20'17. Approval Dates 10/18/2012 .. r _, Ej - 1 • f 5 •.Gulfstream' Aluminum an(] S��uater Corporation ....._ .. "NOTICE OF ACCEPTARTf'R! . ;1,.vmF.l%TrP .-4ZarnArmTlrrVr.' 1.. nee -associanun s generic approval under I1-1676. CALCULATIONS 1. See Association's generic approval under I1-1676. QUALITY ASSURANCE 1. By Miami -Dade• County Department of Regulatory and Economic Resources. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11-1676. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated March 19, 2012, certifying this product to meet the criteria of pr' 4uct tested and • approved, and allowing Gulfstream Aluminum and Shutter Corporation to use the test results approved under Miami -Dade County Approval No. 11-1676, signed by Legny Rodriguez. 2. Acknowledgment letter by Gulfstream Aluminum and Shutter Corporation, dated March 20, 2012, signed by Mr. John L. O'Brien. 3. • - Letter by Tilteco Inc., dated March 19, 2012, certifying that the drawing (No. 12- 085) prepared for Gulfstream Aluminum and Shutter Corporation,- signed and ; sealed by Mr.' Walter A. Tillit Jr,, P. is engineering wise identical to ASSA's ' generic drawing (No. 11-111). y A. Makar, P.E., M.S. Product Control Unit Supervisor . 1,9 A. No.12-0323.01 Expiration Date: 05/29/2017 Approval Date:-10/18/2611 E-2 i i S1.. BERTHA H.V. ACCORDION SHUTTER ., PRODUCT'APPROVAL 0 BUILDING THIS ACCORDION SHUTTER SYSTEM MAY BE IN 10 EDITIONS OF DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 114RU 17 & 25. 26. 28 & 28A IN ORDER TO VERIFY THE ABOVE CONDMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A_%D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25, 26, 28 & 2aA. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD.. AS TESIED, WERE NOT OVER STRESSED, A 337. INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE ATL REPORTS: MENTIONED CODES AS PER -HV BLADE 0 #0214.01-03. #0715.01-03,, #1004.01-05. 11214.01-05 §0317.02-06 AND 00609.01-10 AS PER TAS -HV WINDOW BLADE (9 90505.01-08 AS PER TAS 201, 201, TAS 202 AND TAS 203 PROTOCOLS.202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. -HV BLADE @ 10422.01 -05 AS, PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. 2. W BLADE(!) AND HV BLADE (2) ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE *D'ESIGN PRESSURE . S TRANSITION FROM . M END ZONE 5 - TO INTERIOR ZONE 4. EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 6, OF ASCE 7-05 STANDARD (FBC 2007) & ASCE 7-10 (FBC 2010). ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR W SLADE(D &(I)ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ASCE 7 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THETIME PERMIT IS APPLIED FOR. ARCHITECT BASED ON BUILDING CONFIGURATION AND -----HV.BLADEO AND HV WINDOW BLADE (9 ARE ALSO 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 1 14X1.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 kM YIELD STRENGTH AND 180 1-; TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TG ALLOY IS 31.7 ksi AND 35.7 ki FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Ia;T MIN. YIELD STRENGTH AND 90 k8i MIN. TENSILE STRENGTH AND TO COMPLY W/ FBC SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kM MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE (D : 13, 14, 15. 16. 17 AND 28A. W 13LADE (j) : 26. HV BLADE C!) & e WORKING IN UNISON; 13. 14 & 16. 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06'779.5B2. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART By U.S. PATENT #5*458.179 ISSUED To EASTERN METAL SUPPLY, INC. 9. 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. lo- EACH LIW 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 W AND HD CENTERMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS. It. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY 4' BELOW THE TOP OF SUCH RAIL LABEL SHALL READ AS FOLLOWS: GULFSTREAM ALUMINUM AND SHUTTER CORPORATION. STUART. FL MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED. 12- BERTHA N.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AN NG C WHERE PERMIT IS APPLIED TO.D ZONING REGULATIONS PROVIDED By THE JURISDICTION 13. (0) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PAD. 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 PAD. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER To THE PAD. ENGINEER SHALL SUBMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. THIS.PAD- SHALL BEAR THE'DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. PRODUCT REVISED Fl w nplyi.g %ith the orid,, C/ M Building Code Accclit.ce No)2!L3 Zo /T-LTE CO INC. Expi of Date 7 -43 ,ZA By .1 ConI TILLIT TESTING & ENGINEERING COMPANY 1F N.W. 36th. 5L, Sta. 305. mRCM GAROWS, FLOFM 33, Phone z (305)671-1530 . Fax : (305)871-1531 -­R: ONAL"'I goEB o -0006719 - I WALTER A. TMLrT Jr. P. E. ftfl M-DADE COUNTY P.E. URE/DATE FLORIDA U.. j 44167 TABLE OF CONTENTS AREA 1: W BLADES (11 A & GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET'2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-43 2: W BLADE n AND HV WINDOW BLADE SKEET 4 A -AREA (WHERE TYPICAL SHUMER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS W SHEET 8 CENTERMATE ALTERNATING DETAILS W SHEET 9 CENTERMATE DETAILS HD SHEET 16 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET -- MAXIMUM SPAN TABLES . I . SHEET ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 15 ANCHOR SCHEDULE- WOOD ',SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R, WOOD., SHEET 18 NSTALLATION DETAILS S-X, WOOD SHEET 19 END CONNECTION DETAILS 7-12 & X-; WOOD SHEET 20 AREA 3: W BLADE M_ONLY a TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 INSTALLATION DETAILS AA-GG, CONCRETE SHEET 22 CENTERMATE DETAILS HD END CONNECTION DETAILS 1-6 & X. CONCRETE/BLOCK, SHEET 2.3 SHEET MAXIMUM SPAN TABLES 24 SHEET 25 ANCHOR SCHEDULE, CONCRETE SHEET .26 AREA 4: W WINDOW SLADr TYPICAL WINDOW BLADE & WINDOW DETAIL SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 28 AREA I W WINIDOW -BLADE 6) ONLY INSTALLATION DETAILS, METAL STUD WALLS' SHEET 28A FLORIDA BUILDING- CODE (High Velocity'' Hurr-icc I @ 2012 EASTERN METAL SUPPLY. INC. . GULFSTREAM-ALUMINUM AND SHUTTER CORPORATION (ASSA # 16) 3001 SZ GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 - . 12olmn.1 "ft "v TM . - "Accordion Shutter System BLADE 11 W/ OR W10 H.V. WINDOW BLADE &M. BLADE N. DESCRIPTION I DATE OLD 06-3111 1 03/10/12 -DATE: 03/15/12 DRAWING No 12-085. SHEET 1 OF 28 P 3"e FOR MDOW BVOE ED m O.,LSq •o ;. .qYy, _ p _ c ."061g - r .o. c - o a• li OJJq• 045q, Ro, 4.371 4.837" 4.857 4.3t15• 1O HV SOLID BLADE a.999• COVER D UNDER US PATENT # 5458179 OHV BLADE 3OHV UNIVERSAL FLOAT R 1A HV WINDOW BLADE* COVERED UNDER US PATENT # 5458179 *SEE LIMITATIONS OF USE OF B® ON SHEET 28 TEMPER-, QUALIFIED FOR USE W HV LADE 6005-T5 ALLOY AND TEMPER / BLADE 1O& 2O 6005-T5 ALLOY AND TEMPER, 6063-T6 ALLOY AND TEMPER - - - ` 1.500• - - - .670' 2,226' 085" '''i W. .P r a2 n g72' r��rY• O - 4.897° _ __- c .815" 2.092• 0.072' 3.225" HV 4,436- 7 ADJ. ADAPTER WJ�? ©HV ADJ. FLOOR TRACK 'QUALIFIED FDR USE w� HV BLA®HV WALK -OVER TRACK QUALIFIED FOR USE W 6063-T6 EMPER HV BLADE 10,®& QUALIFIED FOR USE W/ HV BLADE 10&02 DE 10 ,® & ALLOY AND T 6063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER o 1.917" a VARIES m 1.936' 0 083' 083" 1• 1.915' U.o• 0 .083' c .083• c 093" .093' o .060" Ne .100 0 .060' A 7.686' `o .080• m R 670 3.520' � 11A 670 11 HV CEILING HEADER 3.529' QUALIFIED FOR USE W/ HV 1® HV HEADER/SILL 0 HD CEILING HEADER/SILL BLADE 1 & ® QUALIFIED FOR USE W/ HV SEE SECTIONS FOR VALIDITY BLADE 1 & ® QUALIFIED FOR USE W/ HV 6053-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY BLADE D& 6063-T6 ALLOY AND TEMPER SEE SECTIONS FORNAUDITY 6063-T6 ALLOY AND TEMPER FAN. X MIN. Y MN ! 1" I• 0.062• . ' 16 SIDE ANGLES QUALIFIED FOR USE W HV ' -60638 6BLAQUALIFIED AND D PER ALUMINUM ANGLES BLADE (SEE R SCHEDULE) 60637T6 ALLOY AND TEMPER COMPONENT A 8 T1 T2 BLADE UALIFl Q 2• 5' MO. 1/8" 1/8• HV 1j) 18 2" 5• MAX. 0.192• 0.192• HV(2) 19 2.5• 7• MAX. 0,ISO- 0.190• HV01 A. TI � PRODUCT REVISED ���'vCENs''•.'/.p w eompl3ing with the Florida Building Code . AeuptmeeeND 2-0323:0� By Con rot t 9 '•. STA OF i Q '�co '•:,RID,.: sS�ONAL S1 ,�11 MIAMI-DADE COUNTY P.E. SaA /S'1Q141 119U /DATI IL ECOipm TILLIT' TESTING & ENGINEERING COMPANY 8355 N.W. 36u, SL, Ste. 305, VIRO MA WDIN9, nARRN. 331 Phone : (305)871-1530 . Fax : (305)871-1631 e-mail: Biteeo0-1- EB-OW6719 WALTER A. TILLIT Jr. P. E. ' FLORIDA UD. S 44167 - . VARIES 1.918' 1.491' ' R .090 ` N ut 1.200' Sa C) • O5 HV 90a,11 80a STARTER ® HV DIRECT MOUNT QUALIFIED FOR USE W-/ HV BLADEQ,® & QUALIFIED FOOR®E W/ HV 6063T6 ALLOY:.AND TEbjFfffPER BLADE 1 & 6063-TS ALLOY AND TEMPER 2"670- '.994' 6 1.DO0• 842 c o '0 i(1 N .920 .375' n . O9 HV TRENCH TRACK 55'. a7so' QUALIFIEDBLADED ONLYR USE W/ 1� HVRAINGUARD 6063-i6 ALLOY AND TEMPER QUALIFIED FOR USE W/ W 6063- VARIES 1.936" BLADE 1 & 2. .T6 ALLOY AND TEMPER ax. 2 035° in .093' .093• • m 40" o 81 (LD_) 670' , 63a 3-5 14 15 S D C IAG V$L.HD WA HEADER51LL QUALIFIED ORU LE QUALIFIEDBLADEOl & USE (9 60638T6*AL-LLOOY AND TEMPER, SE SECTIONS FOR VALIDITY 6053-T6 ALLOY AND TEMPER - ©0 CORNER POSTS . QUALIFIED FOR USE W HV BLADE D ,®& 2d 6063-T6 ALLOY AND TEMPER - FLORIDA BUILDING CODE (High -Velocity Hurricane cone -. ©2012 EASTERN METAL SUPPLY. INr:- GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA 3001 S.E. GRAN PARK WAY STUART, FL. 34997 PH (800) 244-4143 FAX (772) 287-9740 imm i nA rev TM' dion Shutter System OR W/0'H,V. WINDOW BLADE & H,V, BLADE •TION DATE -31403 15 12 DATE: 03/15/12 DRAWING No .12-085 SHEET 2 OF 28 . 2.293" .745" ([p o � o P C .062" c 1,325" 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1Q& ONLY • 6063—TS ALLOY AND TEMPER - - , aoD• -T _ I 27so I I z7so" � PLAN 9 FROM ELEVATION ©7 LOCKER FOR "T" LOCK CENTERLUATF QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063—T5 ALLOY AND TEMPER 1.917 io m 063" .214" _ � c 31 D C O LOCKiNG O QUALIFIED FOR USE W/ HV BLADE 1 8,2 6063—T6 ALLOY AND TEMPER VARIES. 12• MIN. 4—ZEALTMRSBSCREW5/8.0-16(SDETARS) t15' LOCKING ROD QUALIFIED FQR USE W� HV,.; BLADE V ,®& 2 ,� 6063-T6 ALL AND TE ER 0 .Qa/INSTALLATION WILL REQUIRE A 7/16" HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT " � t S O.j3 • . ': FIAT F ��/ - 114- 20 IE GIST - ' . SS.NS. HOUSING ENAM17_ 1/4 —Z0' �. (2 TYP.) m BH® PWN1ID THREADED lE CAST . c HOUSMC ENAUEL ♦ ,SSg eAKm PAINIED - iq ✓ N j m �m KNOB. TURN 1U.,1 ri o A75 �,o .318 _ xa BRASS I YDNOER BRASS CYLINDER G . m PLATED)(CHROME (CHROME PLATED) . go sa, 1.325 - m ® V LOCK HV EGRESS 'LOCK QUAOFIED FOR USE W/ HV BLADEQ)& 1A ONLY m 3.0 3' S7s" QUALIFIED FOR USE W/ HV OUALIFIED FOR USE W/ HV ' 6063—T6 ALLOY AND TEMPER C C BLADE 10 & ® ONLY. BLADE !J & ® ONLY. 2.874' UAL FOR USE W/ HV 13LADEO ONLY 250" O.D:.�," - 6063-T6 ALLOY AND TEMPER PLhSTIC HEAD o "' 18 18• .756' 922' MOLDED TO 4.D45' 2 SCREW 2.079" 1.753• 'o" O6 • c n - .825" � ' :. .360• AFTER RIVETING n w m cJ m'OB " o m t2 1 j4"01-2U -X Sj4"-•'BEFORE RNE((NG M n S.S. THUMBSCREW,'-<1,0 RIVNUT* m m m 64 O1 *SERIES 9444 ALUMNUM.. (2024=T3 „ ALLOY) LARGE FINIGF ,?":'. SHEET NLITSERT. PART 40820.. TSa MANUFAarURED BY AVE ® HV MALE "T" LOCK CENTERMATE +s66 B2 • CHERRY TExTORN.PARSIP.PENY, NEW JERSEY 07054 OR EC QUALIFIED FOR USE W/ HV BLADE 1QONLY ® HV FEMALE "T" LOCK CENTER MAX ®HV "T" LOCK � HV, ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV ' 6063-T6 ALLOY AND TEMP E� W/HV BLADE 1� ONLY. '_13LADE,ID ONLY. M 6063-T6 ALLOY AND TEMPER 1.130• m m Y375"O © HV 3 f 8"0-16 ACEfAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE iQ& Q _ 11,,11•cR ' PRODUCT REVISED \\ 13 ding Cng with the F7Dri Building da Code Aettptm,x No 2-o3Z ,Oj Exp lion DmeO 7 Ta./ By Dud LK Control '�'-•+Of MIAMI—DADE COUNTY IRE. ®3 HD CENT 'S S QUALIFIED FOR USE W/ HV BLADE 11 to &Q2 6063—T6 ALLOY AND TEMPER t1/2" ii 3 HV 1 j4" —20 AISI 304 I S S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & IL C �N� TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. ,Seth. St, Ste. 3W VMGMtA GARDENS. FLDMDA X Phono : (305)871-1530 . Fox : (305)871-1531 e—maD: t0te-0-1.eom ES—GOD8719 WALTER A. T1LLIr Jr. P. E FLORIDA Lk. B 44167 ...THUMBTURN . :��. CYLNDER OR - ' 11.875• .Min. ' m • c o0 0 1 .125• Max. m m o C _16 004' Ile ' BTURN DER �O EY DER 1.78Max. ' ® HD CK BY'REGENT HARDWARE MORTISE LOCKS SERIES 2333_ HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV'BLADE &'@ FLORIDA BUILDING CODE (High Velocity Hurricar._ _a;e © 2012 EASTERN METAL SUPPLY• ,INC. . GULFSTREAM ALUMINUM Al AND SHUTTER CORPORATION (ASSA # 16) H.V. BLADE EV. N 3001 S.E. GRAN PARK WAY 1 STUART. FL 34997 2 PH (800) 244-4143 FAX (772) 287-9740 a 1V TM er System BLADE & H.V. BLADE 42 DRAWING No 12-085 +Z b SHUTTER ASSEMBLY SCHEDULE FOR HV ) HV AP AND HV 2 BLADES. 10 _ HV BLADE 1 1� HV BLADE 1A 2Q HV BLADE 2 38 HV LONG RECESSED NYLON BUSHING . 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER 41 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) . m (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ID OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF (D AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION, SYSTEM W/ HVO2 BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "OD-, 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 & 24. - PRODUCT RBVtSBD wmplftWiththeF10Ad0 \\ v BoIWT118Code .- J _ MIAMI-DADE COUNTY IP.E. ,TYPICAL SHUTTER ASSEMBLY - SCALE: 3/8" 00.324" nP. WHEEL CARRIAGE DETAIL . N.T.S. IL E�0,c, •4Q.' TILLIT TESTING & ENGINEERING COMPANY �+' \\\ 6M3 N.W, 36-- St. St.. 3DS. WtONU MMMENS. RORDA 33 �\ Phone ; (305)871-1S30 . Fox : (305)871-1831 ,,.i� 41 C? 111 E•w e— 11: 8lt...ftd.eo EE—MG719 iE WALTER A TWT J, P. E. ISi{IRF/r1ATF FLORIDA Um 8 4.4167 EXTERIOR -�� I, �� {J T -.1 &:,!�47115"0UP- 1 0 I v 38 EXTERIOR Or t�2 { L HY'PIN ® OR 4© AT • EXTERIOR BLADE'S KNUCKLE.: ' 3 `(SEE:NOTE *. FOR. .REQUIREMENTS) ASSEMBLY LAYOUT N.T.S. - - FLORIDA BUILDING COEE(High Velocity. HUrrican. © 2012 EASTERN METAL- SUPPLY, INC.,% . GULFSTREAM ALUMINUM BERTHAW m - I\ND SHUTTER CORPORATION Accordion : Shutter System (ASSA # 16) H.V. BLADE f1 W/ OR'W%0' H.V. WINDOW BLADE & H.V. BLADE RRL Hal DESCRIPTION DATE Dr— h • F.P./AG. 3001 S.E. GRAN PARK WAY + OLD 06-314 03 15 12 DATE: 03/15/12 L. 3 STUART. F4997 s DRAWING No PH (800) '244-4143 FAX (772) 287-9740 4 - 1 2-085 t Y, ti A E C G . 9 ftltl t1n,(ee •� SEE CNO DErAI SH FULL 1��7l,� 1_ lTf�1T��7�l1•��1•I � I III �•�• II v,l I�4y�, v 11 `I Q•®��} 180R®a�OR ®•®G+Q•9GR@- s TYPICAL 01) HV BLADE SHUTTER ELEVATION N.T.S. 1161��E4 CM DrtaO ��°'t1�P ''�1GENS�c' MIAMI—DADE COUNTY I P.E. •0°"6'6 OF CORNER CENTERMATE * NOTES ON HV LOCKS AND' CENT RMATGc- 1. MANDATORY CONDITION :/: ONE HV LOCK ® or @ SHALL BE USED AT 1/2-OF SHUTTER.SPAN FOR ANY SPAN OR 12" ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INST TIONS T ANY ELEVATION, W LOCK or � MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED T0OR 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 SHUTTEff22 ELEVATION. ; TWO KING RODFS LOCK S OR OR ONE W LOG K` OR W/ TWO LOCS AT TOP &S BOTTOM SHALL BE BED F ANY SPAN AND INS ALLATIO A7T ANY ELEVATION. W LOCK ® OR ® SHALL BE ATTACHED TO ® OR © CENTERMATES W/ SAME;SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALLBE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER :-SCHEDULE J3 ON SHEET 12. _ 3, MAY IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURIT-(.PURPOSES, UP TO TWO WLOCKS OR BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION -OF LOCKS To-C84TERMATES OR® SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. $_IJ� __y(jiW2J_ ED O H-v. I nrxxcT• LOCKING 'RODS ARE NOT REQUIRED AT " URRICANE POSTION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS::; OR AN ALTERNATIVE DE V;; ­-1 MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION) 5. MANDATORY CONDIDON i3 ONE HV LOCK ® ® S ALL BE USED AT CORNER'CENTERMATES FOR ANY SPAN AND INSTALLATID TOONS AT ANY ELEVATION. HV LOCK 2 or SHALL BE USED AS 'AN ,OUTSIDE OR INSIDE LOCK, CORNER ATTTOP E& BOTTOM SHALL BE USED• LOCATIONTE 1/4 4LOCK SHA0-20 LL BE LONG AS INDICATED ON�TYPICAL SHUTTERKI ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON.SHEET'Y2.. • ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or'.:FOR ANY SPAN ANO '- INSi TIONS AT ANY ELEVATION. AL NATE LOCK ®MAY BE USED AS AN INSIDE OROUiSIDE LOCK. ATTACHMENT OF T/4'0-20x3/4" S.S. THUMBSCREW TO ® OR ® CENTERFMIES SHALL BE MAbE �W/=1/4"0-2ox3/4" ALUM. RIVNUi AS SHOWN ON SECRON FIVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2';OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUrfER SPAN, *NOTES ON HV "T" LOCKS AND CENTERMATES•- - 1. . ONE ALTERNATE FN "r LOCK ® MAY BE INSTALLED IN UEU OF HV LOCKS ® OR FOR ANY SPAN AND INSTALtATI01J AT ANY ELEVATION. ALTERNATE LOCK (iQ Y BE USED AS AN INSIDE OR-O IDE LOCK. ATTACHMENT OF LOCK 5(9 INCLUDES USING REINFORCING LOCKEf� AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4"0-20 x 11/2" TONG S.S. THREADED BOLT W/ '/6"0 x 3/32' WINGNUi OR W/ 1/4'0-20x1° S.S.M.S.INTO A 1/4"0x 5/8" RMJUi. LOCK MAY BE INSTALLED AT MIDSPAN OR 12• MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ®TOP AND.BOTOM IS MANDATORY. ; *NOTES ON HD LOCKS &CENT latueTl-c• 1' :ONE ALTERNATE HD LOCK MAYBE USED IN UEU OF HV LOCKS OR FOR ANY SPAN AND —IN STALLATIONS A ANY ELEVATION. ALTERNATE. HD LOCK (a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK ® TO ® IS W/ 3 #8 x 3/8' F.H. SS.M.S.,`AND INCLUDE REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HDB—HVB AND HDC—HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE (High Velocity; Hurricane con _ ©2012 EASTERN MErAL SUPPLY, INC. GULFSTREAM ALUMINUM BERTHA HV Tm I L E C O i m,. AND SHUTTER CORPORATION Accordion Shutter 'System (Assa W 1 s) H.V. BLADE1 W 'DR W/0 H.V. WINDOW BLADE do N.V. BLADE TIWT TESTING &ENGINEERING COMPANY Ev. Ne DESCRIPTION DATE D vxn , F.P. A.G. M 0355 N.N. 36Ih. SL, Ste. 303, VM GARDENS, FLORIMA 3316 3001 S.EE GRAN PARK WAY I OLD 06-314 03 15 12 DATE: 03/15/12 Phone : (30S)871-1530 . Fax : (305)871-1531 Z e—man: GTteco®OO—M STUART, FL. 34997 DRAWING No EB-0006719 3 WALTf7t A TILUf Jr. P. E.PH (aoD) 244-4143 FAX (772) 287-9740 + 1'2-085 FLORIDA Uo. 844, 67 s _..__ POURED - CONCRETE POURED CONCRETE POURED CONCRETE - OR CONCRETE BLOCK REQUIRED - - RED� CONCRETE ANCHORS � REQUIREDUIRED 1/4"0-20z3/4" S.S. - CONCRETE' ANCHORS (SEE SCHEDULE ON SHEET 13) (SEE SCHEDULE ON / SHEET 13) CONCRETE ANCHORS. .3AACHINE SCREWS (SEE SCHEDULE ON -- - ---- 12 oR 14 SHEET 13) NUf541' 12" O.C. - --- m 17 18 EO E 1/ 4"0-2Ox3/4" S.S. MACHINE SCREWS --.' ':,>:..Min.. , 2" --- USING 1/4"-20 NUTS ® 12" O.C. "- 19 Q. E� ' E. D.* - .250" Mox. D - --- 13 aR- .. 13 OR15': IL ' 11 11 I I 1 '\ E. ry I .250" max. * av .250" Mox. OPTIONAL I I t -I O" -OPTIONAL I MIN.SEPARATIONI 1 j I - ..—� - SCFIEIDULE ON SHEEP 12 FOR I I I I 1 ) OR 1I I MIN. SEPARATION TO I 2B FORR .EXOLASS gppESQ1 do -� i i I ; MINTO CLASS ON i 1 (SEE ON EXISTING_] SHEEP 12) (SEE SCHEDULE ON-- I CLASS I EXISTING " SHEET 12)- QA JiV WALL uI enL R pNSTAu eT1ON © HV WALL HEADER INSTALLi4TI0N BQ HV WALL HEADER INSTALLATION ATION EXISTING EXISRNG GLASS MIN. SEPARATION I TO GLASS (SEE i I i I I t 1 OLASS� OR I I I i I i MIN. SEPARATION I_ I SCHEDULE ON 12 FOR I I I MIN. SEPARATION O - EXISTING TO GLASS GLASS (SEE SCHEDULE O I I 1 T BLADES 1O& L TO GLASS I (SEE SCHEDULE O SHEET 12) _ i i SHEET 12) f- OPTIONAL I I 1111 i i f OPTIONAL I I I I r1/4' Max. E' k --- I' I .. I - Max. . E D.k i 1 I -' 13 oa 15 . D.a I - ---- 1/ -- 13 oa Q --- 19 EG ' Q -- 12 0R 14 -- - I." . _-_ 1/4"0-204/4" S.S. . ONCRETE ANCHORS 17 GR 1 8 EO PHIWPS TRUSS HEAD MACHINE SCREWS USING ..-..1 /4"m-20x3 4 CONCRETE ANCHORS-'' - / " S.S. PHIUJPS POURED CONCRETE (SEE SCHEDULE ON SHEET 13) 1" 1/4"-20 NUTS tD 12" O.C. 'TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON - OR CONCRETE BLOCK Min. _ POURED CONCRETE SHEEP 13) ", W/'1/4"-20 NUTS 0-12" O:C. WALL REQUIRED D HV WALL SN INSTA I eTLnN NCRETE ANCHORS OR CONCRETE BLOCK RWUDTW POURED CONCRETE SHEEEET 14jCHED0LE GN OF HV WALL SILL INSTALLATION ' ' NOTE FOR COMBINATION OF SECTIONS, OR CONCRETE BLOCK - -- ' WALL REQUIRED fie.. O JAY WALL SILL INSTAL I ATIn I INSTALLATION DETAILS W/ a) HV=` BLADE, 1- SEE SHEEP 4 FOR TYPICAL SHUFlER ASSEMBLY { E. D. EDGE DISTANCE '(SEE SPECIFICATIONS - H V + 1A H V BLADES) AS AP P LI CA B LE:_ 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO ON SHEEP 14) ♦SEE UMffATIONS OF USE FOR BLADE IA ON SHEET 2a SUIT ANY INSTALLATION. • 1�//�� �'Ed,,` FLORIDA BUILDING CODE (High • VODcit' ,hurricane done 192012 ooT1CTREVISED 1111111��-- `. 11 ' EASTERN METAL SUPPLY. INC. w ca nplying tvilh the FlDridu �A F fit` :�� GULFSTREAM ALUMINUM �ERT�'IA HV TM Building Ac[xplancONo Icxpi Code -0323•a,I - ' L E �. ®INS. AND SHUTTER CORPORATION ACCOPC i6fi-ShuttGT System tionDafeo �!7 *; 71LLIT TESTING do ENGINEERING COMPANY (Assa 16) H.V. BLADE �1 W/ OR'W/0_H.V..WINDOW GUIDE k H.V. BLADE EY. N IYttOmi lA� � ��1ttt OF - WSS N.W. 30N. S6r Sta. 30% DESCRIPTION DATE p oWn h , F.P. AG. • nUCo0ho1 • � `� e �� RI '��441% VRat,,p GAf M% FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)B71-1531 3001 S.E. GRAN PARK WAY 1 OLD 06-314 03 15 12 DATE: 03/15/12 �.FSS .•. .. , ZONA o-maIt ® N0009®9 .eom STUART, FL 34997 2 3 DRAWING No MIAMI—DADE COUNTY P.E. SEAT — s8({RF/nATC WaFLORIDA LnOT A,n # 44167E PH (r3oo) 244-4143 FAX (772) 287-9740 4 12-085 TAN. SFPAgATIW TO GU55 (SEE muD �11 ,12 FOON SKU 25 . 8fA0E4 & © HV CEILING INSTALLATION EXISTINGLASS —'sN¢r iy 11" 1 � � i { E � i t ¢14x3/4" HIX HEAD TIX SCREWS ® 9" O.C. OR 1/4"0-20 S.S. M.S. I CONCRETE ANCHORS W/ NUT O 9' O.C. i (SEE SCHEDULE ON ___. SHEET 15 . OR®* T ,ON� t1tADEs tph ®�"' ; 'v �(sTE sta®vtE . . �_ , to W 12) ALTERNATE { � "� ANCHOR LOCATION 910x3/4' HIX WASHER HEAD - EXISTING N94 TEK SCREWS O 12' O.C. .. GLASS © + 7 CONCRETE ANCHORS t (SEE SCHEDULE ON SHEET 14) 8 EDGE OF Ott E SLAB IF I i 1/2 1 1 EDGE OF PPUt:ABEDGE OF LE E.Q. 0SLAB IF APPLICAIF BLE" - POURED APPLICABLE INCRETE POURED - EQUIRED D.. D. CONCRETE •.;D:. REQUIRED FIAT HEAD CONCREIE--ANCHORS (SEE SCHEDULE ON SHEET 15) ® HV FLOOR INSTALLATION t GI HV WALK —OVER" 1NSTALLATI0LJ CONCRETE ANCHORS " (SEE SCHEDULE ON MIN. SEPARATION EXISTING SHEET 15) - - TO GLASS t GLASS---1 MIN. SEPARATION '(SEE SCHEDULE O -----0 i TU GLASS i - { SHEET 12) I 1'—(SEE SCHEDULE 0 SHEET 12) i I - 1/4"- oz I rMAX. AFL I I 1�10x3//4' HEX WASHER 1 B' HEAD TIX SCREWS O t - - 6 ♦ ]� 3 #I 4x3/4 S.D.S. -- - 09'O. C. 1 Max EDGE OF -SLAB IF APPLICABLE CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 15) OPTIONAL -I POURED CONCRETES - REQUIRED REQUIRED (9) HV WALL FLOOR INSTALLATION QJ HV RAINGUARD INSTALLATION t NOTE FOR COMBINATION OF SECTIONS: UTTER ASSEMBLY 1— SEE SHEET 4 FOR TYPICA�GE * E. D: m EDGE DISTANCE THIS INSTALLATWN SHALL BE REMOVABLE WHEN PERFORMED' 2- MOUNTING SECTIONS CAN COMBINED ANY WAY TO SUR ANY INSATION. (SEE SPECIFICATIONS ON SHEEP 14 ) ADJACENT TO AN OPERABLE EXRIN t OR ENTRANCE BLALIE lA ON SHEEP 28 �PRODUC'TREVISED tFFIrN ti - - az complying with the Florida\ Building Code tt tt•�?.6 �t� S�f d9 , !r V " - AecePtaeceNo 2-o32;,e.��' / ' Fxp' lion Dee /7 BY � �C3��A0�/•l' A7i3aDi ctConuo STATEOF "'Am[—DADE COUNTY 1 P E 17 18 814x3/4•.F.H. S.D.S. POURED CONCRETE SEE -NOTE M(b) ' OR CONCRETE BLOCK ON SHEET'%- REQUIRED ' © HV WALL WALK -OVER` INSIALL4116IN INSTALLATION DETAILS ' WZ-3 HV BLADE 01Q HV + -A- HV - Bun-r-s :.AS- - ApP�LICABLE FLORIDA BUILDING" CODE (High Velocity: Hurricane & 0 2012 EASTERN METAL SUPPLY, INC. GUILFSTREAM ALUMINUM . BE�THA MV 7m L E C O INS. AND SHUTTER CORPORATION Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY (ASSA W 16) H.V. BLADE 1 W 'OR W 0 H,V.' W@1DOW BLADE '& H.V. BLADE REV. N. DESCRIPTION DATE Drown . F.P. AG: a= N.W. Seth. St. St. 305, N RMA GARDENS• FLORIDA 331e 3001 S.E. GRAN PARK WAY t OLD 06-314 03 15 12 DATE: 03/15/12 Phone : (305)871-1530 . Fax : (305)871-1531 STUART.FL 34997 2 .-.on: Nteeo®ao,cv. 3 DRAWING No ®-0006719 WALTER A nun Jr. P. E. PH (800) 244-4143 FAX (772) 287-9740 4 1 2-085 FLORIDA LIc 9 44167 4 SEE, END WALL CON EC 0 ..{'�ON SHEETS I I & 20' ta(b SEE NOTES ON LOOKING RODS HvLOCKS . 901 AND ALTERNATE KV LOCK 6 ON SHEET s. F0_U -T I F -IN-] EXISTING GLASS INSTALLATIONS HV ojc S w LADE SLACK DETAIL HVF IS VALID FOR ALL no BLADE W/ HV CENTERMATES CENTEIRMATES APPLICATION WITH EILADECD �4 EXISTING GLASS DETAILS ON @ OR OR@ — — — — — — — — — — — — — — — — — — — — — I — — — — — — — 2"x2"xI/S"x0'-42 @ — — — — --- — — — ­_: (6m-TS ALL" ALUM. + 0 OR @ + @ IRO g 3 1/4' 7 ANGLE W/(Z) 1/4'0 TAPCON 7' 6 1/2- 7- ANCHORS TO CONCRETE L1/2 OPPOSING — SYMMETRYCAL (TOP/sOrrom) & (4)JIOxI/2. S. Dx CENTERMATES To 'E' #1 3/4" S.M.S. 0 12" D.C. FULL LENO AT EACH ANGLE. Z'­� HL HV LOCK or 05T CENTERMATES.:. MIN. SEPARATION I— iw HV LOCK (WOr:RrTO GLASS - 5 D (SEEISCHE.ULE ON I SHEET 12) O. (D -0 - @-(D-0 - @r_G1 _p] NO I . @OR 8 — — — — — — — — — GLASS MIN. SEMTIO To G q� . F iEE SCHEDULE a SHEET 12) OPTIONAL F0_U_T W PRODUCT REVISED W COMPlYing With the Florida Building Coda Oacc �0 —0 E .01 IanD =1c,17 due( Control MIAMI—DADE COUNTY I P.E. ------------ ------ 51; 1 i + as C3) _0 =00 TOi HVA T HVB POURE D 00000 1.1LC 1 11 V% ALL + OR + CONCRETE REQU ED SYMMETRICAL 6 + NG 7 -(T��7(2518,E. . CENTERMATES F-1 N—] MIN SEPARATION GLASS W/ HV LOCK 6 OPTIONAL (SEE 9ORQ @"@ SCHEDULE ON5. (INTERIOR)@aRa + @ SHEET' 12) . 4 OUT I 0 (EXTERIOR) 6 E Fl� = CONCRETE,., vAR 6 1/2' MAX. SLACK HVE FLORIDA BUILDING CODE (Fligh Velocityw�Hwricdne Zone GULFSTREAMALUMINuM AND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 .@2012-EASTERN METAL SUPPLY, INC, BERTHA W; TM Accordib"n Shutter Sys' H.V. BLADE #1 1 H.V. WINDOW BLADEem TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 305. VIROOIIA GARDENS, FLORIDA 3316 Ph -MO : (305)871-1830 . Fax : (305)871-1531 .-m-II: tut.-OO.Learn EE-OODr719 wALTER A. Purr Jr. P. E. FLORIDA UO, # 44187 N ' DESCRIPTION ON preen' I OLD 06--a 2 DRAWING No 12-08 5 3 4 � R SEE END ALTERNATE r. CONN TInN F1CTA11 oN sHEFTS 1t & zn MALE/FEMALE INSTALLATION W/HV 33T" LOCK �O HV :.... 2_8) n & v "T" LOCKS CENTERMATES LOCKERS O U T 90• I N 1�-EXISTING CLASS �2 WW/ n HV BLADE'* BLADE 1QSLACK DETAIL HVF, INDICATED ON SHEET 8, Qna®oa©«Oan�op l0 +®on .. AS WELL AS UNIVERSAL FLOATING BLADE QDETAIL HDD-HVD , INDICATED _ 10 + 1 5 bR ©+ �aaQ «©� ON SHEET�IO, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET, SEE END CONNECTIoN pETAI -ON SHEETS' 11 &?n zxz•:1/8x0'O (6063-T6 ALLOY) ALUM. ANGLE W/(2) 1/4'0 TAPCON ANTO CONCRETE I 1/2". (TOP/BOTTOM) & L • .-,-', (4)Q10x1/2• S.MS. TO TUBE AT EACH ANGLE (TYP) I #10x3/4" S.M.S. ® 12• O.C. FULL LENGHT. — — — — — — — "— — — — — — — — —-- — _ _ _ — _ _ _ _ _ — _: - — — — ' 5 30 HV "T" IN *MIN. 3 LOCK (INSIDE) 1 3 30 TOE OCK1 (INSIDE) (SEE DU ON SH 12) .—_—--___—__- 1/ . '_: ,/z• 5 1 v� 28 �� 29 � r9A, O 0 5 35 OUT 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. 2 * W/ 7/8"0 X 3/32" WINGNUT. 7 * SEE NOTE 6 FOR HV LOCKL.: 30 HV "T" LOCK (OUTSIDE) 26 1 /4" f6-2D X 1 " S.$.M.S— "T" LOCK, ON SHEET 5. W/1/4"O x 5/8" RIVNUT t. t SERIES 9444 ALUMINUM HVG* (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY _ TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL PRODUCTRGVISED as complying }vide lhG Plodds Building Cndc Aa P=. No 2- o 7-.01 E3pi 'onlYateo Z Y] By • M13mi Ded'e ct CGaRot MIAMI-DADE COUNTY IRE. v- -V a No. 44167 LEQ c.I N �ty'�,�� TIWT TESTING do ENGINEERING COMPANY F P 0355 N.W. 360L SL, St-- 3", VMGDA GARDENS. FLIXWA 331 Phone : (305)871-1530 , Fax : (305)871-1531 ­oil:tatm6®gl.nam fDNA�E�; WALIFR A TLLR Jr, P. E.AL/SIRNATIIRF/nATC FLORIDA U.. 8 44167 � NYLON; -SCREW HEAD GULFSTREAM ALUMINUM AND SHUTTER CORPORATION AI (ASSA # 1 B) N.V. BLADE 3001 S,E, GRAN PARK WAYSTUART, FL 34997PH RT (800) 244-4143 FAX (772) 287-9740 :Shutter System X. WINDOW BLADE & H,V, BLADE DRAWING No 12-085 i SEE END WALL CONNECTION DFTeu S ON SHEETS 1 Y &O _ - EXISTING GLASS OUT IN INSTALLATION C1� HV BLADE W/ HD CENTERMATES 3�2 +0+©�xO+Q+OaR SEE END''WALL'-nuNcrrinN U S + ®oRQ« ®° ®+ Q7 0R — EXISTING GLASS DETAILS ON' SHEETS 11 & © 0 ©• -- ------------- . 1 ,i 8 + 8aR 19+ 3oR19+ 5 ;.------- -- ---- 2"R2"x1/8".0.-2. - (6063—TB ALLr ALUM. 1 2 • " . TAP ON ANCHORS TO I / 35 * * 35 (OPTIONAL) CONCRETE (TOP/eOTTOM : 0 C x 3/4' S.M.S. ®72' MIN. GLASS ON (4) H.V. A , (OPTIONAL) & (4) gtbxl/2" S.M.S. Td TUBE PT FACH I (SEE SCHEDULE PINS (TYP.) ANGLE (TYP) 5 ON SHEET 12 - I N P NSH.V• 33 N� 4 s B" s 1/2• (TYP.) a s a �� 1/ 2• I/2• -v � HDA—H—VA * SEE NOTES ON LOCKING RODS 2) & HDD LOCKS ON SHEET 5 * * UNNERSAL FLOATING SLADE03 DETAIL HDD-HVD IS VAUD FOR ALL CEH7ERMATES APPLICATIONS WITH BLADE (D PRODUCT REVISED w wmpI)ing vhh the Florida . Building Code Aeaepan lce NO Z-c32 01 ' Expi tiOn Date oJ7 By uct Control MIAMI-DADE COUNTY IP.E. IW��= (D) HDB—HVB OUT SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIORZ r /^� - -I----------- HDD—HVD** IL ECOIN�. - TILLIT TESTING & ENGINEERING COMPANY 6335 N.W. 3eih. SL. Ste. 305. NRCMM GARDENS. FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e —ma➢: Ulteeo®ael.com EB—MOS719 WALTER A. Tl= Jr. P. E. FLORIOA Ue. A 441G7 GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA # 15) 3001 S.E. GRAN PARK WAY STUART, FL. 34997 PH (800) 24-4-4143 FAX (772) 287-9740 ' I I oR 32 (OPT1oNAL) .:.HDC-HVC . RICAL HD 'CENTERMATES > COCK 1NT'E 10 1 OR ' 6! 6 +O<Di OaR1D f©aR )ING -CODE-'(HigH Velocity Hurricane Zone .©2012"EASTERN_ METAL SUPPLY, INC.: BERTHA HV. ik Accordion Shutter Systein BLADE $1 W/-OR W/O H.V. WINDOW BICE & H.V. BLADE A 3 DRAWING No. I a _ 12-085 % 7. f POURED CONCRETE OR'. CONCRETE'BLOCK WALL REOUIRER CONCRETE ANCHOR EXISTING GLASS 0 16 O.C.2" MIN. MK SEPARATION E03 1 I ED TO GLASS (SEE SCHEDULE ON SHEET POURED CONCRETEPOURED CONCRETE, OR CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED E)asnNG CLASS EXISTING GLASS 2' •Q EXISTING GLASS MIN. SEPARAITON TO GLASS (SEE SCHEDULE ON _T SHEL MIN. SEPARATION 7 12 FOR BLADE([)AND TO CLASS (SEE MIN. SEPARATION [ 1:1 TO CLASS (SEE - 12 FOR BLADE OAND 1/16"0" MAX ON SHEET 28 FOR SCHEDULE ON SHEET SCHOULE ON SHEET BLADES 0& 9 12 FOR MADE(DAND (6063-T6) bONT OPI SHEET 28. FOR ON SFM 23 FOR 12 FOR BLADE (DAND (LOCATE W— (D &,9. ALUM. CLOSER BLADES Q) & (9 1/2- ON SHEET 26 FOR EITHER SIDEPLATE (LOCATE 1/2" MADEs (1) & (D OF AT EITHER SIDE MIN Nib\ AT@17\ OF 1/2 #IOxl/2" S.M.!j _9 16" O.c W OR 6-7 8 END CONNECTION DETAIL U *USE 1" OR 2" MAX. #IOXI/z" S.M.S.(AS APPUCAE3LE)x2-xl/13axO'-2" -- — - — - 0 Is D.C. ALUMINUM CUP ANGLE o4 (6063-T6 ALLOY) AT MIDHElGH`r _x (1) #100/2" S.M.S. TO@& (2)1/4:"0 TAPCONS ANCHORS TO SEE DEI X FOJ WALL AT I- D.C. (LOCATE AT' SIDE CIAIL EITHER SIDE OF@)) SEE DETAIL X FOR CONNECTION SIDE CONNECTION OR TO TRACKS TO TRACKS SEE DETAIL X FO 4 6 • 7 a )o.@. fi-lA• SIDE CONNECTION.(6) . •ngi9n,,� - — — — — -- _C �EXISTING GLASS v MIN. SEPARATION #1 1/2* S To GLASS SHEET (SEE a 16, ULE ON 12SCHEDFOR BLADE a)AND CON ETE ON SHEET 28 FOR ANCHOR a INCREZE BLADES ID& 0 12" D.C. ANCHOR MIN. 2' L POURED CONCRETE OR CDOR W CONCRETE BLOCK WALL REQUIRED END CONNECTION -DETAIL PRODUCT REVISED -as complying mith the Florida A,6cB, 7 Z 0% STATE I I MIAMI—DADE COUNTY 1P.E. TO TRACKS 110. -0-@-0.@- 6 DETAILEND CONNECTION DETAILn3 END CONNECTION : DETAIL POURED CONCRETE OR FOR'SPANS GREATER THAN 12--0" CONCRETE BLOCK WALL EXISTING R!EQUIR 4 ED MIK SEPARATION TO MASS (SEE SCHEDULE ON SHEET OR(�)OR(g OR /2" MIN. 12 FOR BLADEAND \1 ON (DSHEET 28 FOR BLADES (1) & Q ------ : (gOR(5OR(QOR(D OR �COR(g)OR(5011 ♦ SEE UMRATIONS OF USE FOR © CR@OR(90R@ VIEW PLAN DETAIL 0 E INSTALLATION ND I HV BLADE OR & HV WINDOW 'BLADE . INTO CONCRETE OR CONCRETE BLOCK WALL.' FLORIDA BUILDING CODE (High Velocity ;Hurricane Zone: @2012 EASTERN METAL SUPPLY ]No z�7:1 �UE C 0 TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 36K SL, Ste. 305, VgtrMA =DENS. RDR= 33 0% Phone (305)871-530 . FaX : (305)B71-1531 0-M.":1tut.e.c.d.-M EB-DO06719 WAL. A. TILUT Jr. P. L InATI: FLORIDA Ut. 1 44167 GULFSTREAM ALUMINUM P,kD SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 BERTHARVTM. Accordidii Shutter System H.V. BLADE #1 W/ OR W/0"HY. WINDOW BLADE & H.V. BLADE #21 DRAWING No 12-085 , SCHEDULE1... SCH- oucL- ''.'.. SCHEDULE 43 MAXIMUM SHUTTER 'SPAN *'L+" OR' "L-" (ft.) . FOR INSTALLATIONS @ W/ftL C & :5or or W ONE HV LOCK or ®or t or HD LOCK W/ NO LOCKI RODS ® OR CENTERMATES-0 & ZD W/ ONE HV LOCK W/ TWO LOCKING RODS ® TOP & BOTTOM ♦(SEE NOTE t) fmnOuM. 'CONCRETE & WOOD INSTALLATIONS A ,ASA DESIGN LOAD (o.drJ - WALL MOUNTING. FLOOR/CEIUNG MOUNTING L+ (f) I L -(OL) L+ 50 L -(ft) 30 13'-2" 16'-0' 1V-2" 16'-0" 35 12'-8" 14'-10- 12'-B' 14'-10" 40 12'-3" 13'-10" 45 I V-11' 50 1 V-7" 12'-5' 55 1 V-4" I V-10•' 1 V-4". 11'-10" 60 11'-1" 11'-4' 11'-O" 11'-V 65 ID-10' 10-10" 10'-7" 10'-10° 70 10'-6" 10'-6' 10'-2" - 10'-6" 75 10'-1" 10--1' 9'-10" 10-1" 80 9'-10" 9'-V g'_7" 9•_10" 100 8'-9• 8'-4' 8'-6• 8•-9- ios 8'-7' T-1V 8'-4• B'-4" 110 8'-4' 7'-7- B'-2' 7'-11" 115 8'-2" 7-3" B'-0' 7'_7- 120 8'-0' 125 7'-10" 6'-8" 7'-8" 7'-p• 130 7'-8" 6'-5" 7'-6' 135 7'-7- 6'-2- 7'-4^ 140 7'-5' 5'-11" 145 7'-3° 5'7V 7'_)^ 8•_p• ISO V-7 5'-7' 7•-0" 51-10" 155 7'-0- 5'-5" 6-10• 5'-8' 150 6'-11" 5'-2' 6'-9' S-6" 165 6'-10" 5'-1" 6'-8" 5'-4' 170 6'-9" 4'-11" 6'-7 5'-2' 175 W-7" 4•-9' 8'-5 ISO 6'-6" 4'-8 6'-4' 4'-10" 185 6'-5" 4'-6- 6-3 190 190 6'-4' 4'-5" fi'_2" 4'_7• 195 6'-3" 4'-3" 6'-1' 4'-6" 205 6'-0" -MAXIMUM SHUTTER SPAN* "L+•• OR 1-" (ft.) FOR INSTALLATIONS W/ Oppa CENTERMATES. 1 & ONE HV LOCK OR OR 26 W/ NO OCKING RODS *(SEE NOTE t) ` ASA�DESICN (+. DR -) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTINGS FLOOR/CENNG MOUNTOIGS L + (6) L - (IU 30 12'-3" 14'-9' 35 11'-9" 13'-B' 40 45 11'-1° 12'-0- 50 10'-9- 11'-5" 55 10'-11" 60 10'-3- iD'-5' 65 10'-0" —To '-0' 70 9--8' 9'-a- 75 9'-4' 9'-4- BO 9•-0' 9'-D' 85 8'-9" 90 8'-6" 95 B-3' 8'-3" 100 B.-I. 8'-1' 105 - 7-11 7'-11" 110 7'_B• 7'_7• 115 7'-6° 7'-3" 120 7'-4- W-11° 125 7'-3" 130 7'-1' 6'-5' 135 6-11' 6'-2" 140 6-10' S'-it• 11,5 6._8. 5._g. ISO B•_7• 5'-7' 155 160 6'-5" 5'-2• 165 170 6'-2' 4'-11• 175 6'-1' 4'-9- 180 6'-0" 4•-8' 185 5'-1 V 4'-V 190 5'-10' 4'-5- 195 200 205 -' PRODUCTREVISED 1l4�P �I _ m complying with the ! Florida `� : • v BWlding Code - Accepmneo NI Expv lion Date o M!• adOct Control MIAMI-DADE COUNTY P.E. SEAL%E IMUM SHUTTER SPAN* "L+" OR/ "L-" (ft.) INSTALLATIONS & (%W/ TWO HV OR OR LOCKS OR 0 OCKING RODS ® TOP/BOTTOlv W/ ONE HV LOCK ® OR R ♦ SEE NOTE t - I A.S.D..DA. DERFSIGN LOAD (p..f.) (+ OR -) CONCRETE & WOOD INSrALLATIONS ♦ " FLOOR/CEILING MOUNTING 30 13'-1' 16'-0' 35 12'-7' 15'-7" 40 12'-2' IS'-2" 45 11 •-9' 14'-3' 50 55 60 11'-0' 12'-4' 65 70 75 10'-4- 80 10'-0' 107-9" 85 9'-9' 10'-5' 90 97-5' 10'-1' 95 9'-2- 9'-10' 100 9'-0' 1'-7- I DS 8'-9" 9'-4- 110 115 8'-4' W-11' 120 8'-2- 8'-g' 125 8'-0• 8'-5° 130 7'-10" 135 7'-9" 140 7'-7' 7•_6• 145 7--5• 7•_3- 150 7•_4• 7,_O. 155 160 7'-1- 8•_7• 165 7'-0- S'_q• 170 6'-11" 6'-2- 175 6'-9' 6'-0- 180 6'-8' W-10' 185 6'-7' 5'-8' 190 6'-6" 5'-6" 195 6'-5' 5'-5" 200 6'-4• 5'-3• 205 ' �k NOTES: (1) L+: -MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: . • GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. .GIVEN A NEGATIVE A.S.D. 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 W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: DETERMINE: Lt+- MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 'L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. 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 'Lt+', "L2+', 'Ll- AND 'L2-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. e MAXIMUM SHUT lLK SPAN 'L+" OR •L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.O. DESIGN LOAD. 1 H.V. CORNER CENTERMATE $3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. 1 t a TILLIT TESTING & ENGINEERING COMPANY • [� !!! 83S5 N.W. 36th, SL. St., 305. VtRmM GARDENS. FLORIOA 33 !!! Phone : (305)871-1330 . Fox : (305)871-1531 ti e-men: tglee a -Loom ,if EB-NOU719 WALTER A. TILUT Jr, P. E. /nATE7 FLORIDA U- 1 44167 ♦ SEPARATION TO GI ASS RF(1LIIRFfavemo (1) SEE BELOW -FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR. SHUTTERS INSTALLED WITHIN THE FIRST 30'-0": ELEVATION OF BUILDING '. MEASURED AT -:BOTTOM OF SHUTTER. (2) MINIMUM :SEPARATION, TO GLASS FOR SHUTTERS INSTALLED ABOVE 301-0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3". MINIMUM SEPARATION TO ASS SCHEDULE, SHUTTER W/ ONE LOCK WITHOUT LO.C. N R00 SHUTTER INSTALLATION W/ INSTALLATION W/ SPAN .,SYMMETRICAL. CENTERMATES OPPOSING CENTERMATES OR`5/78 OR LESS e ' 4• .. >105' TO MAX._:7/8'e 4" ALLOWED RUSE 2 1/2'.1POR HD,LOCK GITVf� OR USE INDICATED VALUES. FOR C RMA S. MINIMUM 'SEPARATION TD SS H nt n F SH TITER W/ ONE LOrK NJO O KING RODS OR WTTH ONLY TWO LO CKS SHUTTER - -_INSTALLATION W/ INSTALLATION W/ SPAN ' SYAIMETRICJIL OPPOSING CENTERMATES CENTERMATES 05" OR .2.3/4' �" .•3 3/le >JOS' TO MAX ALLOWED ' .' .`.:'3'1/4' cs . .. ..... 3'1 4 / . we c ,o/,,o. -1•VR nv I LUCK 09 W/ (L35� =ex USE 4 1/8`FOR HV"'T" LOCK ®0 W/ &USE INDICATED VALUES FOR HV CENTERMATES. INS_TALLA11ON IEGEND ; - -CONCRETE:& WWSORY ....'WOOD WALL A.'B, 'C, 1) E,. M. N, 0, P, 0, R. MOUNTING ; 'F,: K & L s & v. FLOOR/CEILING. MOUNTING ... .G, H, .I & J. . T, U. W & X. 01) HV BLADE ONLY 1. ;• J FLORIDA BUILDING CODE (High' Velocity; Hurricane Zone) 02012 EASTERN METAL SUPPLY, INC.. GULFSTREAM ALUMINUM BERTHA HV TM AND SHUTTER CORPORATION Accordion Shutter System (ASSA # 16) H.V. BLADE i1 W/ OR W/O H.V. MNDDW BLADE & H.V. BLADE, J2 REV. NoI DESCRIPTION •. DATE 3001 S.E. GRAN PARK WAY 1 OLD 06-314 " 03 15 12 DATE: 03/15/12 STUAFM FL. 34997 a DRAWING No PH (800) 244-4143 FAX (772) 287_9740 4 2 ' 085' MAXIMUM ANCHOR* SPACING (In) SCHEDULE FOR A GRTti MAx cuI'IrrGR SPAP' ' A.S.D. . DESIGN' NEGATIVE LOAD AND A Gr1RRESPnNni tjr MOUNTING 1nmhlr Ivor r..e . n Inoe rr - (SEE MOUNNNGS A 9. C, D AND F ON SHEET 6) - ANCHORS SPA 'IN • ND TAPCON OR-. TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE'.TAP TAPPER+ (R) 3,-0. OR LES.r 4,_D. 5'-0. 6,-0' 7'-0' 9 _0. W-0. I O'-O' , 1,_D. 12'-0" 13=0' 14'-0' QB WALL HEADER MOUNTING ®mvovmmmmmvvovommmvoovommm000mlo - aatu uatllcttYJ•laYYC>:J� 8�000vO00mm0O00p mmmpOODO 0mm0OmmC ®m000mm®mm0000mmm0000Op0mm0®mm12 ®mmOpmmmmm00ppm mmm000pO 0m000pmC ®mvv®ammmmonnmommmonoo©®moron©mC ®m0000m MEN monnv®m® la" O1131 mnnmmC ®moo®©mmmmv©Ommmmmnvonnmmm®ommo ®m00mAm0MEM normOmfl]OOnOn0mm00pOC ®mvv©ommmmvoomommmvon®mmmmnmmmo ®mon©ovmmmonnomm®m000vmmmmo©mOC ®monvov OmmE>tmm�m mmm000nm QlmnmmmmC ®m00pOmmmm0nm0O®mm000nm®mmOnmpC ®mO1OU0 mmmp00mmmm0000L>•pmmlammmmC ®la"MONiOmmmmnnmmm mmmn000mmmmOOpmC Hm©Ommmmnnmmm6fmm000mmiamOmmmmC ME ®mo®vommmmnommm mmmovomommmvovmlo ®0®OOOm iamm00mmm m®Ii700mmm OmIA©mmmC alam©vommmm00pm0mmm000==Mmm0mOmG ®mtOF7m0mmmmmO ®mmvovm0mm mnmmmmmmoommmmmm©ommo EN=mmmmoom0m0momomoC ®0Om00mmmm m mOmmmmO®mOmOfIDmmmmOC ®mum ==Mllalau Om®m00mOmmm©oOomC OMEEM mOmmOmmmOmmmnnmmmtTI�]mmm00pC �m©®vOp mmmo®OOp mmm000v0 MR am" am"m00mmmmn©mmmmmmnnmmmmfm©0 t'E?tOm00pm 0m00©OOp m®m000mO Hui B�DmmOommmm0mmmmmmmmmm0ml'�7- ®Om000m mmmm0000 mmmov000 m®i),000v0 mmmovvvo mmmOmmOC m®DOpOOC immoraoovo p0mmomC aovvovommmoovoom®mvvmolomm000voo �me�oovm ®mvonvommmv0000mmmovovom®ov0000 Omm0=3:01 mmmmomom Mmmmoomo�mOmOOmC mmmommoo mrlal000mly� muumuu D3I©mvmom ®OmOmOmmMOmOmOmmmmmmmmm OmLimmmmC ®mmovmm®mmmmmmmm®omommmmmommom� fammm00mmmmmmmmmQf®mmmmmm�®mmmmmG ®m00mOmmmmmOmmOa7mOmOmmm imOomOpmC amm000p®mmmmOmmOmmmOmOmO©OmmOmp ®mmmm8mmm=m= MIRmmmmmm00mmmmmC vmm0 MEN o0mm0m0mom0mOm00mmmmmC ®mmmOmmmmO0m0Omm®om0omo�iDoomooC am0000mmmOmmmmm0mmmmmmmmmmmmmm� vmmvlvom m000mom�a mommmolom mlvmvlvmmm a�omomomo mmomoom� mlvmvolvlv� amOmOVOmOpmmmmmmOm0v00mOmOmmOmC vmomovo amOmOmmmOmmmmmOOVOmmmm00o00100111WmmC vOm000mmmmmmmmOmOm00mmm0mmmmmmC v000v0ompppppppmpmOmmOmOmOmmiiOC Ilattattsttsttse vololv000mmlvlvv000m PRODUCPRHVISED - ,'tt�Q.'\GENRn es rn PW M With the FI rW.% BuRding Code Acwp4utec No/ -O Dhfeo 17 B MitunuD c oduct Control MIAMI-DADE COUNTY I P.E. / STKIFOF ,c+.•:..a tttta tttta tttta ttri »movonlo �1[00®moo �monvoo �mnnvmo �monl®lvo atmmmmmo �mEaolvolo �momomo �mvo®mC anmmmmo �monvoo iamn�mmo t'F�mmOmOC �ommmmo �mvovmo ®m00mmC ®LED®mmmo nmvmvoo �mnommo mmnmOmC D3ollwomo ®Ommm� �0®©OpC mOmmOmG inmvooimo vvmomoo �0lvv000 nolomlvlvo �Ioolollvlvo 0MORROM a©IVlvomo 23 Ell MmmmOmC ®GOO==G OmOm avovmmC lvmo MEN =o ®mmmmmC O==OmOC vmmmmmC vmmmOmC 000mmmo lavlommoo lamOppmO OmOmmOG OmOmmOC eeeese.., z IL EC0INC. * ` TILLIT TESTING & ENGINEERING COMPANY 6353 N.W. 38th. St, St.. 305. NRCNIA GARDENS, nORNA 33 Phone (305)871-1530 . Fax : (305)971-1531 a- .11: tilt—OGol.com !t EB-0006719 WALTER A TUR Jr. P. E. TV FLORIDA U.. A 44167 7 6 s 3 * SEE ANCHOR a - SPECIFICATIONS r ON SHEET .14 ' If e 1 e 1 e 17.5 e 7S 5.5 4 3 a e s as - ss ss a J e e e 7s e 6 BS 5 3S - ulr�e'al0p ®moo O FOR BLADE (9 ON SHEET 28 O • DE OR 0 • 1 vOm00 mmmo vvI©olo vOmmm v00mm �m000 F.immmm vo®®o i�7®mmm vomoo :�mlomo voomm �1oI©IOIo 1�Imlolom �olloom ano©m �lommo v0000 n©moo vommm 0®mmmW1 �loloom HV WINDOW •-UNISON Ommmm omomm v©moo vomoo ©mmlom vommm a©mmm noose 7.51 6 1 J 1= _ SS FLORIDA BUILDING CODE (High Velocity Hurricane © 2012 EASTERN METAL SUPPLY. INC. GULFSTREAM ALUMINUM . 99MY 1A 11V T1 AND SHUTTER CORPORATION Accordion Shutter System - (ASSA g 16) N. BLADE 11 W/'OR W/O H.V. WINDOW BLADE & H.V. BLADE I REV. No DESCRIPTION DATE Oman by. F.P. AG. 3001 S.E. GRAN PARK WAY I OLD 06-314 03 15 12 DATE: o3/ts/1z STUART, FL 34997 2 DRAWING No - PH (800) 244-4143 FAX (772) 287-9740 4 12-085 ' 5 SHEET 6 13 OF 28 Y t i r MAAIMUM DESIGN NEGATIVE AIVl.t1UR"- a1AI:INl3 t In 1 JL:NtUULI' FUH A •NETT •tnx SHLR' SPAR' A S n MOUNTIN. 7YP FOR CONCRETE OR ON REIF BLOGY INSreI Ie1f0)lS "-- * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES LOAD AND A CORRESPONDIN SEE ANCHORS To SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Wn. V. -'3 Iasi) - '/4"0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED Bf I.T,W. BUILDDL. (Min. MM ANCHORS SPACING 1 EGEl f•e 3 ksl) - /4"0 x 3/4' ALL POINTS SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (MIn. 1•c 3 ksi) - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTEN ODmm�m�l'7� 000®m��� ODmmm��l� M mmmnnlvvoQImmO[7ppO �0OZOMMM mmmoonnommmvonnnmmmnnnon •�IMmmononnmmmononn®mmoonnn mmmovvoommmvoovnmmmov000 alm00nOnn mmmonnon ®mmmnn"Mm 0m0npnn[70mmnnnnOmmmonnv® W ON=n00 0moppnn®OmmOn"MEN ®mmvonomm®connnnmmHE ""® KOM03EM iLfmml0nnl0©0mmnn"Mm MKM mmmononnmNo Im"®mmmnnonm 0m0000po 0m0pnm©®tu9mlmpmnm© common®mommmvono mmnnn®" IN KAMM ®0mm�mMM ,mmmoovolommmonnnommmommEEm 0mmnm®©Iv asmmmomv©mmnmmono mmmnnvoommmnmm��mmmmo©no mMR "Mo®mmoommmmmmnv©m© Mmmmpnnoo0mEMIM n 0mm0 Lam O© OmmMMOoo mlm0®n®FL�7o If3>D7E]Om®®oo mmmmp0oo m©OOmO"MMMM ILl®0Q®®Oo0®OOOm©o ®0m0®mMMM mmmnnmoo 0miI70nOpommmmm�mo mmmv®©oom®v[ova l con©omm= mlam ®n000fn Imam; mOppOmppmOvol 0m©oo®mnm©voo ®mmm©®C�MM 0mp0000®mm0®mooQlmmOmOoo m mMuni MMoomOmOmoomOmMmo00 mmomm000mmmv®voom�omnmoo Omm Op®oo mti7pmm ®oo ®1mm®�opoo 'm�oQmoo®gym©©©vommovvvoo 0m®mMEo Icon©00000mmnmm0oo®mmnODoo oo iLlD1><7pnn0oo ®mnnOpC�o mm0oo0oO famOOO m®DOnmpp min(Om®mop mmv000m�v©®vvv M mnpmMengpp®m©000 ®Om00000ODTE]03O M mmm�000 ®000000 =®Onmp000 ' DEim®000000n®Hg000pppME mmOmm000 fOmmOppop B9Fimpov000 nmov000a®�vmm000mmm®mono ®mmO000 I�io©ppppo ,mm000000m�®v©ovo®vv®v000 �v0000vommvo©000mmv©0000 ®moolovoo olv000000 co11An®p10110o ®mmvooloo Tap©vv000 • , 0®oolv000m�v®0000lmr:�mm0000l ®000000ODm®0000 �m©OooIOL'i ®Doovoo0m0®mo0pp 00®©0000 pmm00000 m000000o m010o000o smv®oovoo 'vvoovovom�©vovoom©©v0000 m000l0000 I�nn0000ea mn00000v v00000vo�mm000vool�mov000 ®000000o I=E' im[1•oo000®©00000 O0000000n="Bootopp®©opoop talvolvv000 plt©000ltlatty nllvlv00000 PRODUCTREVISSD as mmPlytne ntith the Florida Building Code Acaptence No/-o3Z3.o) Expier�tion Da 2. -e17 By Mi MIAMI-DADE COUNTY 1P.E. TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ ERS DIRECT, INC. (Min- f e - 2 ksl - 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 AUTHORRED VENDOR REGISTERED WITH THE AMERICAN SHUTTER .SYSTEMS ASSOCIATION, INC. (Mln. Fc - 3 ksl) .. NOTES:- A.1) 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". ' ' A2) MINIMUM EMBEDMENT OF 1/4°0 x 3/4' ALL POINTS SOLID -SET ANCHORS SFW1 BE 7/8" INTO .THE IPOURED CONCRETE NO EMBEDMENT' INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.& MACHINE SCREW USED SHALL BE 1 1/2" LONG' AIINIMUM SHOULD STUCCO EXISF, AND . 1" MINIMUM FOR WALLS WITH NO STUCCO. _ , . , ♦ SEE LIMITATIONS OF USE FOR A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND -ON T1tE,EXLSTING WALL OR FLOOR, BLADE ©oN SHEET 2e ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FNISHES.•ANCHORAGE SHALL BE AS INDICATED ON NOTES A7& A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INST A'& INTO EIFS WITH METAL STUDS SEE SHEET 28A (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) = ` 1/4"0 TAPCON OR TAPCON WITH ADVANCED'THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILODL. _ x 3/4` ALL POINTS SOUD-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 MANUFACTUR COMPANY OR ANY OTHER APPROVED LICENED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECUILI? ^\ SED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN .SHU.TTER SYSTEMS ASSOCAATOOP, 1 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'. B2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4' ALL POINTS SOUD-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO. EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS: MACHINE SCREW USED SHALL BE 1 1/2° LONG MINIM UM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH No STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANE PAVERS OR ANY VENEER 2) BE FOUND ON 4HE. EXISTING WALL OR FLOOR, ANCHORS SHALL 2LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID LL D WAFINISHES.'ANCHORAGE SHALL BE AS INDICATED ON FOR INSTALLATION INTO EIFS WITH METAL STUDS SE NOTES B.1) & BABOVE FOR INSTALLATIONS ON WNYL SIDING OR EIFS WITH OR WITHOUT METAL* STUDS CONSULT THIS ONG E SHEET 2BA. NEER. .. .. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF -THE ,ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D-1 vEasl lc e HV BAD 0 B D V wl Dow BLADE WORKING IN UNISON �. . ' EDGE DISTANCE V RCIIS SPACING SCHEO LE ..-_ ANCHORS - MAXIMUM ANCHOR. SPACINGS ARE VALID FOR EDGE DISTANCES NDICA70 BELDW FOR E. D. LESS THAN THE INDICATED, REDUCE*ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAQNm USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE .- ACTUAL FACTOR - '• -• EDGE DISTANEE TAPCON TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/':CAP TAPPER MIN. SPACING 3 3/4-.- 4" E.D. MIN. SPACING m 3° POURED MIN, SPACING a 3" MIN. SPACING - 3 1/2' MIN. SPACING - 3` CONCRETE & CONCRETE M-.r Fi7111tED CIE E BOO( POURED CONCRETE & CONCRETE POURED .CONCRETE & ' � COA4reTE �,L ED..3 1/Y MN, M-2 T/Z' BLOCK IM ED-3 1 CONCRETE BLOCK'. MN. E0."3' �• ED."3 1/Y CONO E7E BLOCK ED,=2 1/2' 2 1/2' 0.SO 1.0 0.78 1.0-,. 0.84 2' - 0.71 - - 0.670.67 1 3/4" 0.43 0,35 - ........... cES•:''� __ I L FwfffINc. E C O TIWT TESTING & ENGINEERING COMPANY 5 47€ ®F ; Lti• --Q—j'\\ 8355 N-W. 38th, SL, Ste. 3W. VIR MA GARDENS. FLORIDA 33 `10RIOP • ��1\A\ Phone : (305)871-15W , Fax : (305)871-1531 e-maiil:84Tllecoo l—m I (n•�••��•LL•AA••��•cy�G'1f11 �I/"_51fNItlR I.IISD�/neTt: WALTER A. TI= Jr. P. E. FLORIDA Me. f 44167 GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA # 16) 3001 S-E, GRAN PARK WAY STUART, FL. 34997 PH (800) 244-4143 FAX (772) 287-9740 )ING CODE (High Velocity` IiurriCche Zon © 2012-EASTERN METAL SUPPLY, INC.. Accordion Shutter System BLADEHV. WINDOW BLADE & H.V. BLADE N DESCRIPTIONS DATE Drawn . F.P. AG. OLD 06-314 . 03 15 12 DATE: o3/t5/tz DRAWING No 12-085 SHEET 14 OF 28 r a 4 g 1 n �R •r F. 7. 1 J 'uL rc _ {-• .mil- 'l. a MAXIMUM ANCHOR* SPACING ((D,)'SruFrn li F LII ITTCD'CDAAI A + DESIGN NEGATYE LOAD AND A rnRRESPONDING MOUNTING TYPE FOR CONC--FETE OR CONCRETE BLOCK 21STAI 1 ennAlc (SEE MOUNTINGS I. J. K & L ON SHEET 7) - - - "-ANCHORS SPACING LEGEND NI EN mIL®�vvoLov ®®®®m��� vvvvoLov®©vvly®©©Iv ' ®00L0000®®®l®m®�00LD000lO0pKAMER ©©D '' x [©®001DODO®®®l®�100m®ll�l®O1000�00000©©© �l®m00p[1•p®®®®m0MEN OLOppppOp ©DDIMEN ®iL700000®®®®®1MILAIDDOOppon IR©©D©©©0 ' m®m0000p®mmmmMMM OOpppppp ©®0©DOAIO HIRE [3®®®m00®mOppLOppmpIN aDODO© 1In ID[3®IENER M ORE M0L0000m©©©oLOLovv Q!®in0000Q ®m®Q1r1000p ppppp®pp p001©E70IIAM ' ®�00000®®®®mmm0000000000©100L00IN R EEN MI00LENEXEM1L30®E13=MM LOp0©m©L©vvv©©© �L®mvonLov®m®Inov®oLOLovLovMEMI ©vvvv©©Iv �L®L�vvoLOQ®®�olmmv©o>Favvomm0 vvvvommo 100 EENFER ovm®®movmmvvvvvvvvMINMAN 0L0©am ;mLEN1130 Laff®mnv©©I©0fvlvvvol�vov©vvv©©© 99 �®mvvvvv lS!®�vu000®®00m10®00lOMOEN ®®0nmvMv vvvvvomv 000L000000 ©©L©LaLo©®o ' �L®L�Iv00pL0 ®®®mvL©Lo©LOLOVIOpOLoO ©vI®©vvvv ;m®I�LDOLOIDLD®mom©®vvovoov�v©0©©©©©©m© us®m MEN vvv®EERM M ofolovEavvoOlvvvv©I©vo COUNKS v0®®momv©voovm�vvo©Lo©©MEEN EM®EEN000v0®®BULa0mm0000MIEN ©©©©©©© m®ml00lOp0EENIM 0000ppml©10000pp1©mE>♦0 m® ®A MEN ®m®LaL©»f00vvv®v�0ov©©©Iv®0o ®�®vom0000�©vvvvv©©vvoo= ' ®OLM IE12 M L0 ®®m�lwL©o vLvvoLovvv IVI©IVL©©©© ©0o ®OLovv00�v©om00ovoEavomMMEM ©, E EINA 11HUm mo0oIMEMMEM©©0o IM©vvv v0'®�Om®®000pm®®v00©©DMI MIII®EMIEN 0®mmv©m00vvoLoovLaOLov©©v©©m BEEN m®�Dvovo,mOm0000010001�®000 »®mvvvvv ®DID©"MMM 000pI©0UM vv©vvvvv 0©©©®moo L©©©®©vvv ' Bus®L�vvvOo'®mv©LOLa00 Op00®m00m®Opppppp©mOIDp©OOp©© L©©olvmovv REEN ®®fI700000m0pmm00oppppp0pp©0©©OpOO usI®m0I0000 mIv®vvvvv ovoL�®vvv IVIv©©mo0o 0EENEEN 0 iml 7fam00000CE7f3t700vO© 0®m0o001 ' mEEREIR '0EENEER 00ot®0�©IDIOf000p0I00pIDo©LO©©©�®m 001001001000001 1mlaovo00©®0©00 >a�®molvloOo,mla©oo00o vvovvvvo ©IDIDIDOmmm im®�voL000'imv©Lam00o 'm®�vv000m�v®�©0ovvvvom00L©vL©L©©©®m i7I7Elfa®vvvv vL©®�v0I0o ®L1aI00000,LOmm00000 Op©00v001©©l©D©000 LaL®Lwv0o0Lov®�n00L0oLav®®vvvv©vL©mvol0o mL®LsaLv00L0L0�®©vvvvotwovvvvo�L©LOL©o0oo ®KRIEN '�ME MEv00ppppp0=MMEM 00[1•p© ®000000m©D0000000©m0000©000EMS 0®m00000,mmp00v00ovI©n000MEMMIN ®�00000000®D0000®mvvvvv©©m00000 OVO E000mvv0v11N®10v000000®l©10m 000000mm0®0L0000mm00000L©©m0v000�OOOOv MEN137m1�v000v0000pp0100v001©00v000©©Ov00mm mO®®©0010 OMMMEI 00 0©D©©— �aL®L�L0v000 ua®�010000 0L;¢aL©oloLoOLo ®®�00000 Lo�L©0o0o0 00m00I0y0 vvv®vvvv ©omvelooe PRODUCTREVISED » Cemplying with 111e Florid. Building Code AcccpTmlcc No 'L o 7- Expi aDme� 7 By et Cont o COUNTY IRE. ��CEN3cF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - - ALL POINTS SOLID -SET BLUE TAP TAPPER+ ' - W 2012 EASTERN METAL SUPPLY, INC. ' - =_ GULFSTREAM ALUMINUM BERTHA I°�V Tm 1 L E C ®1 N c. AND SHUTTER CORPORATION Accordion Shutter System H.V. BLADE #1 W/ OR/0 HY. WINDOW BLADE & H.V. BLADE TILLIT TESTING & ENGINEERING COMPANY •(ASSA_# 16) . REM Mel DESCRIPTION ��� � DATE Dm ,F.P. AG. 6355 N.W. Seth. SL, Sh1. 305. VIRGINIA GARDENS. FLORIDA 331E Phone (305)871-1530". FoX 3001 S.E. GRAN PARK WAY I OLD 06-314- 03 15 12 DATE: 03/15/12 p� : (305)B71-1531 tIteco®o 1—rn STUART. FL- 34997 y 3 DRAWING No tt1 ES-0006719 wAL1T>2 A Tdr. P. E. (BOO) 244-4143 FAX (772) 287-9740 ' ' 12-085 ATE'FLORIDA Go.. # sa167 5 SHEET 6 15 OF 28 PRODUCT REVISED ......... . as C .. ornplying with the Florida Building Code . ZENS,� Am 73-01 xp y i Doric Ct CD I COUNTY 1P.E. % N a,� T t. t T c T, z d R , GIPAN.LOAD ' SCHEDULE -FO AGIVEN MAXMAL SHUTTER' AND A CORRESIP),, 'ONDING9QjjMQ TYPE E MOUNTINGS ON SHEETS 18 & 19) !EH3 -T- F=;Z FEE- 4. !UCE PINE FIR NORTH SPRUCE PINE FIR SOUTH ,,3 1/2" MIN. W/ MIN. G=0.4 W/*MIN.-G=0.36 PLYWOOD 4TINGS CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS CEILING' MOUNT T & R MOUN INTI.NGS -FLOOR MOUNTINGS WALL MOUNTING _w"& X M, N, 0 & R W & X P & ;N LOAD (ps, NEGATIVE A.S.D. OES= LOAD NEGATIVE A.S.D. DESIGN LOAD (pal, qEGATIVE A.S.,.DESIGN LOAD (ps(NEGATIVE A.S.D. DESIGN LOAD (p.f' 30 - F6_ F_F_T_ 105.--F 75 901105 30 140 160 175 1 40 60 7.9 90 5 90 105.30F40 60 75F9671oii 30 4, T - 8 8 1 6 16 1 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4 4 4 4- _3 72 1_0 10 6 4-5 3.5 3 2.5 6 5 4 4 4 3' 5.5 4.5 T5 _T_ 2- To- -1 _c) -7- - -L 6 6 4.5 15 3 .5 T _6 T5 -S-5 _T_ 7- _!T_ _T 4 4' 3 8 4.5 - T_ — 6 _5 T 5- _S 1 _5 i 2 TOT 5 3 2 T_ 4.5 3 6 4 4 T-5 _�F � 5 _T _T_ -1 _2 1 0 2 5 T5_ T _5 -T 1-2 1-0 4 2- 5 .5 6 5 3.5 6 6 6 5 . 5 4 4.5 .5 3 2 _f2 4 _3.5 2.5 2 12 10 - - - - 3 3 4 3 .5 .5 6 _T_ TO 6 T5 2 T = -=-- -=-- = 3 2 6 5 T --Z-=T2 T____ 3. E5 2.5 2 -16 4 3 2 _Z_ _Z�5 6 5_5 __7 — — — — 6 — — — — — T5_, Z F F 2 6 -_7 RED By & H V 3 HY BLADE L,.A.2 E 0 R (1) SIST OF H�v Ix", i DOW .BLADE I N.:+ ♦ SEE U OF USE OF ELADE ZAATT)ONNSHEET 28 OF THE FLORIDA BUILDING CODE (High Velocity* Hurricane Zone: 02012-EASTERN METAL SUPPLY, INC.. GULFSTREAM ALUMINUM LA BERTHA HV TM, U I W WORKING IN --UNISO E_ AND SHUTTER CORPORATION Shutter System I L 11 6-� 1,4 c. "Accordion H.V. BLADE (ASSA # 16) 11 H.Y. ENDOW BLADE H.V. BLADE No DEScn TILLIT TESTING & ENGI"lNr, COMPANY, R We DESCRIP"M - DATE D.- F.P./A.G. OLD 0, -3-14- St" Sle' 3DS' V:RGW[4 GARDENS. FLOFMA.33166 3001 S.E. GRAN PARK WAY OLD 08- 3157 I Phone (3D5)87 67 1-2 TA —ma-1530 . Fox : (305)871-1531 STUART. FL. 34997 2 e E"0n0(0eG-a7*"I'Com DRAWING N. WALTER 19 A, TILUT Jf P. E. - FLORIDAue. PH (800) 244-4143 FAX'(772) 287-9740 4 12-085 )ATE 44167 SHEET EE 16 OF 28 Y Nor : r ,t Y 4_ �=� .t Y "� � S _ � ^• ' .F MAXIMQIKf "ANCHOR+-SPACING'(in) SCHEDULE "FOR''A GIVEN -MAX SHU R SPAN, NEGATIVE•'A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) - MAXIMUM SPAN (ft) B �.TRATE SOUTHERN- PINE No. 2 W MIN. G=0.55, D UGLAS 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 MOUNTINGS S&V B.O. WALL MOUNTINGS S&V EGATNE A.S.D. DESIGN LOAD (ps1 EGATNE AS.D. DESIGN LOAD (paf, NEGATNE A.S.D. DESIGN LOAD (p5f 30 140 160 175 190 1105130 140 1 60 175 190 1105 30 140 60 75 190 105 3'-0" OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 10 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 9.5 8 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 12 12 12 12 12 12 12 12 12 12 0.5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 jif 12 12 10. 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0" 12 12 12 Fl.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 11'-O" 12 12 12 12 10 8.5 12 12 1.5 9 7.5 6.5 12 12 8 6 5 5 12,-0" 12 12 12 11.5 9.5 6 12 12 0. 6 7 6 12 117 6 5 4,5 13'-0" 12 12 12 10. 8.5 7.5 12 12 9.5 7.5 6 515 12 10 6.5 5 4.5 4 14'-0" 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0" 12 .12 11 9 7.5 5 12 12 8 6.5 5.5 3.5 1.5 8.5 5 4.5 4 3 16'-0" 12 12 10.5 8.5 6.5 4 1.5 12 B 6 4.5 3 11 8 5.5 4 3 - Q HV BLADE ONLY PRODUCTREVISED _ ' - az eomplyhlg wish elect Clotida ' \ ` Buitding Code Atteptantt No Z-O 7-3.O� ' - l..xpi ion Date o 2 o h 1 OctConDo MIAMI-DADE COUNTY P.E. + NOTES ON ANCHORS REQUIREMENTS: 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 MANUFACTURED�:BY.- . I.T.W. BUILDER W/ MINIMUM. THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS' 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO�HOLLOW CEILING SHALL BE AS PER MOUNRNG TYPE U. SHEET 19 AND SHALL CONSIST •OF LAG SCREWS AS PER NOS 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - .. -SOUTHERN PINE No. 2 W/ G-0.55 (N.D.S) - -DOUGLAS FIR W/ G-0.60 (N.D.S.) . -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) - -SPRUCE PINE FIR SOUTH W/ Ge0.36 (N.D.S.) -MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRCATIONS.OF..THE j ANCHOR'S MANUFACTURER. . �Url'LT, INV. OUL.FSTREAM ALUMINUM 13��TI'IA I°I Th+ 1 L E C ®.NC. -' I- AND SHUTTER CORPORATION ..ACCdrd-iQn, Shutter System (ASSA ft 16). H.V: BLADE $1 W/'OR W/O ItV WINDOW BLADE & H.V. BLADE ; TILLIT ,TESTING &ENGINEERING COMPANY 'REV. Na DESCRIPTION DATE D.- p • F.P./A.G. e355 N.W. 35th. SL,, Ste. 305, VIRGINIA GARDENS. FLORIDA 3316f 3001 S.E. GRAN PARK WAY 1 OLD 06-314 03 15 12 DATE: 03/15/12 Phone (305)871-153D . Faz : (305)871-1531 e-mail: 9ltec c-Lem . � - STUART. FL. 34997 2 DRAWING No ' EB-0006719 WALTER A P. E. P. (600).244-4143 FAX (772) 287-9740 3 12-085 4- _ FLORIDA u.. e. p 4 s SHEET 6 17 OF 28 z INSIALLAIION DETAILS��' ON°.'EXIS MAX.- S ONLY SH, 1/4'd TAPCON OR SPAN TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' filn. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. - c!x; (SEE SCHEDULE ON SHEET 16) OR N2i I�II: •I•) ::;:~., WALL FINISH •EXISTING MIN. 2".4" , ORHEADEREOURED rc c � 5 LL • BUILDINGS--` 0Rt(1)=_HV W- f1A) HV!°" BLADES"" AS APPLICABLE ;. 1- ` OR L- FOR INSTALLATIONS" INTO: WOOD WITH- HYAL.ADE n , TO 105.0 120. A.S.D. DESIGN- LOAD, SEE SHEET 28 FOR MAX. FOR INSTALLATION WITH BLADE 1 & 1 WORKING IN UNISON 1/4.0 TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY, W 1 1/2" Min. PENETRATION 1 . � ; ..I, I � I I , ..."; I 1 OR @ , 0� THREADED AREA TO . 1 MIN. SEPARATION, ` EXISTING WOOD HEADER. t TO GLASS (ME .' } (SEE SCHEDULE. ON SHEET 16) - .' - - _ SCHEDULE ON ,- - t•— 12 FOR E ADE (1)EAENTO = I ..•. '' I I - O I' Min. 1 OR 18 1/4'0-20x3/4° S.S. MACHINE SCREWS EXISTING t ON 28 FOR W/ 1/4--20 N1115 ®12' O.C. GLASS—'E & r 1 OR 15 1 WALL I I FINISH w 1 OR� FlNISH ' ;ISTING MIN. MIN. I I 1 `2"x4" WOOD 1 HEADER REQUIRED I s,` 1/4°O:TAPCON OR - SEPARATION T0 °� (SHEET w TO n r I I MIN. SEPARATION I - 1 I I 1 2"x4' CONT. SILL `• _-TAPCON.WITH ADVANCED- Ej�.,t/2"MMin PENLOGY ETRATON '- 12 FOR BIAllE (�ter ON SHEET 7E rOR I I_ TO GLASS I EXISTING (SEE SCHEDULE PLATE REQ'D. .. ...�W% THREADED AREA ' --OFMIDWIDTH BlAOFS01 Ac © I G�S"1 ON SHEET 12) OF W0013 PLATE. : (SEE SCHEDULE ON SHEET 16) MO HV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION OO HV WALL SILL' ' INSTALLATION..' MIN. SEPARATION 1 MIN. SEPARATION MIN. SEPARATION I TO GLASS : : TO GLASS TO CLASS I : I 1 EXISTING ~—(SEE SCHEDULE I I 1 (SEE SCHEDULE 1 . (S EE SCHEDULE GIRSS,%1 ON SHEEP 12) I I t7(IS(MG ON SHEET 12) 'x ON SHEET 12) I I 1 I _ CLASS --A 1/4'0-20x3/4' S.S. 1/a^m-2ox3/a ss eµ * �•:•. MACHINE SCREWS W/ 1 MACHINE SCREWS I � WAIL I I .. �.-,�-; 1/4--20 NUTS S. I I 1 USING" 1/4 20 NUTS_ I ' "�`•' FINISHI I I I F.^ 12"D.C. i c 12 O.C,_ 1 DR 18 I I = "'c' 1 OR 18 0 Z.CONT. I i:•e �' .. .. OR WOOD PLATE 1 .` w Q 1 „ \ 1/4"0 TAPCON OR REQ'D. •+'� 1"Min. TAPCON WITH ADVANCED 1/4'0 TAPCON OR I t/4 OTAPCINJ-OR THREADFORM TECHNOLOGY TAPCON WITH ADVANCED TAPCON WITH ADVANCED W/ 1/2" Min. PENETRATION OF I = THREPDFORM TECHNOLOGY �'ff' UREQD THREADFORM'TECHNOLOGY 1-SEE SHEET 4 FOR TYPICAL THREADED AREA RTTO PLYWOOD. .a W/ 1/2' Min. PENETRATION OF W/-1 1/2' Min. PENETRATION' SHUTTER ASSEMBLY.(SEE SCHEDULE ON SHEET 16) EXISRNG MIN. 2'x4' STUDS 'THREADED AREA INTO PLYWOOD, 2-MOUNTING SECTIONS CAN BE ALL .. OF THREADED AREA ®' , (SEE SCHEDULE ON SHEET 16) COMBINED IN ANY WAY TO FINISH MIOYADTH OF WOOD PLATE. , MIN: CDX PLYWOOD REO'D. ® 16" O.C. MAX. REO'D• SUIT , INSTALLATION. .(SEE SCHEDULE ON SHEEP .16) PLYWOOD TO BE ATTACHED TO 1/2' MIN. COX WALL FINISH -EXISTING MIN. 2°x4" STUDS O STUDS D.C. MAX, READ. SPUDS IN ACCORDANCE WITH PLYWOOD REQ'D. ®HV WALL SILL INSTALLATION . PLYWOOD IO BE ATTACHED TO SPUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C., I WITH SECTION 2322 OF THE F.B.C. ♦ SEE LI ATONS OF USE OF = 'r iV WALL SILL © HV WALL SILL INSTALLeTION BLADE°" SHEET 28 FLORIDA BUILDING CODE- (High Velocity Htil•Tican6 ;j11TT t AR Q 'Tl �! ©2012- EASTERN METAL SUPPLY, INC. - PxoDucrxFVlseD :Id P" ...... 'dvr= GULFSTREAM ALUMINUM ������ ��/ TM m comPlYing With the Fladda , 4:�"� VjEN-'••-.� ; Accordion•Shutter System' Bnllding Code . ` :.- �L E C► O INe. AND SHUTTER CORPORATIOPI Aeceplm:w No Z-o32-3•tr j' 3 - - H.Y. BLADE 11 W/-'OR W/D IM'WINDOW BLADE & RV. BLADE Expi ion Date 2.0�� {� L v[ - (ASSA # 16) REV. No DESCRIPTION DATE Drawn , F.P./AG. 3 * , • * TILLIT TESTING & ENGINEERING. COMPANY 8353 N.W. 35th. SL, Ste. 306, MRGINIA GARDD+s, FLonIOA 3315 3001 S.E. GRAN PARK WAY I OLD 05-314 03 15 12 DATE: 03/15/12 iD net Control 1, Phone : (305)871-1530 , Fox : (305)871-1531 2 ®- - ?q f) oo a-moE1 tstew®aot.wm STUART. FL 3489E °°a671s s DRAWING No ss� �C? t11 WALTER A TILLIT Jr, P. E. PH (800) 244-4143 FAX (772) 287-9740 4 1.2-055 ' MIAMI-DADE COUNTY P.E. 'S ��DATE FLORIDA Ue. 6 44167 . 5 SHEET 6. 18 OF 28 �y IM5 I ALLA I 10WOETAILS. ON EXISTING WOOD-,BUILDINGSFOR ffl-"W' DES,:-�(A'S'.,"APPLI'CARLF)-�- MAX. SHUTTER - SPAN L+ OR —L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ;ONLY SHALL- BE LIMITED TO 105.0 WALL FINISH 12sf. A.S.D. DESIGN LOAD SEES EET 28 FOR MAX ...... .. 7 ­ 1/4'0 TAPCON OR I SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON r TAPCON WlTH ADVANCED THREADFORM TECHNOLOGY 4'xB" M EXISTING— EQ EQ 2 MIN. W/ 1 1/2" Min. PENETRATION WOOD IB (IF APPLICABLE) REQUIRED. 2 /__E OF THREADED AREA To STRUCTURAL ADEQUACY EXISTING WOOD HEADER. 1/4"0-20" S S OF EXISTING WOOD BEAM �A (SEE SCHEDULE ON SHEET, 17) pHIUUpS TIROS" H&D TO BE CERTIFIED gy I* In. REGISTERED ENGINEER OR EQ EXISTING WOOD ED CHINE SCREWS E TRUSSES OR r/ W/ 1/4"-20 NUTS ARCHITECT PRIOR TO 41,11 -_ - . SHUTTER INSTALLATION. I -..,.�FIAFTER @*24' 12" O.C. REQUIRED 1/4"0 TAPCON OR TAPCON WITH OR THREADFORM TECHNOLOGY EXISTING SOFFIT .250* W( TIN 1/2" Min. PENETRATION z Max. 0 PENETRATION EXISTING AREA I OPTIONAL E NG WOOD BEAM Q #140/4" ED 1.4"xI/8' COAT.. ALUM.,. TUBE.' (6063-T6 ALLOY) W/ -1 J (SEE SCHEDULE ON SHEET 16) O.C. ',:-(3) 5/16"0 LAG SCREWS TO or or or -EACH RAFTER OR TRUSS EXISTING MIN 2'x4" .. -,LOCATE LAG SCREWS AT Exisn G­4 IN HEADER REQ'D M. SEPARATIONMIDWIDTH OF EXISTING WOOD G S TO CLASS , I I I[ - OPEN HOLE AT EACH MEMBER, W Min. NOMINAL WIDTH) (SEE SCHEDULE ON SHEET 12) EXISTING I STUD TO ACCEPT W/ 21 Min, PENETRATION Or THREADED AREA. VALID For j CLASS 5/16"0 LAG SCREW lj� INSTALLATIONS WITH 72 Del M SEPARqIDN AT CEN I TER OF TUBE- MAX. A.S 0 DESIGN LOAD HY WALL HEADER INSTALLATION -11 SDEDLLE ON SHEEr M SPARVWo MAX: SPAN. THIS N 12 POR MADE(Ar INSTALIATION IS ONLY VALID EXISTING FOR -WOOD W/ MIN. SPECIFIC - NOTES '90's GLASS --I 12 GRAVITY OF 0.50 AS DOUGLAS mR NE ON SHEEr 23ir FIR OR SOUTHERN PINE N 2, ;�F.R -.-.Ly. MADES(!)&(jq --T OR 2-MOUNTING SECTIONS CAN BE COMBINED OR I - SEE SHEET 4 FOR TYPICAL SHUTTER AssEmElLy. 0 SU: SHUTTER ASSEMBLY, 4 1 1. . , .. . �_.Og EQUAL IN ANY WAY To SUIT ANY =INSTAUAnoN. HY CEILING INSTALLATION HY CEILING INSTALLATION MIN. SEPARATION OR MIN. SEPARATION TO CLASS I SDIEDLEE ON SM (SEE SCHEDULE ON SHEET 12) EXISTING tz ruit mAce(Pm TO GLASS EXISTING I (SEE j GLASS-j GLAS 'er eq) 9 0 12) %=ad-' (2) N SH SNI ALTERNA WALL IANCHOR 117 1 FINISH I I LOCATION EXISTING. I 19 1/4" 3/a' IAN. GLASS Z 6 - 7 3/0 #I0X3/4m HEX 7-1 OW MIN.:WODD •WASHER HEAD TEK DECK REQUIRED 7 2".6* MIN. WOOD I SCREWS 0 12 (No FINISH ALLOWED) DECK REQUIRED (NO ORO FINISH ALLOWED) —EDGE OF DECK -2 3�SS S.S. EDGE OF DECK-/ 1/ 2" IF APPLICABLE —1/4.0 TAPCON OR I PHILUPS% HEAD IF APPUCABLE .:: , 1/4"0 F.H. TAPCON OR TAPCON WITH ADVANCED Min. MACHINE SCREWS GE THREADFORM TECHNOLOGY W/ 1/4--20 NUTS �2'. MIN. OF F.H. TAPCON WITH ADVANCED W/ 1 1/2" Min. PENETRATION 0 12' D.C. MIN. THREADFORM TECHNOLOGY SILL PLATE - OF THREADED AREA 0 1/4"0 TAPCON OR TAPCON WITH ADVANCED DECK IF .2- M :w/ '1 1/2- Min. PENETRATION APPLICABLE MIDWIDTH OF WOOD PLATE, CED THREADFORM TEC OLOGy THREADED AREA 0' W/ 1/2' Min. PENETRATION l (SEE SCHEDULE ON SHEET 17) - ON,OF THREADED AREA INTO WOOD DECK MIDWIDTH OF WOOD LATE. v, (SEE SCHEDULE ON SHEET 6) ATIONS OF USE (S SCHEDULE ON SHEET 16): ,ILL INSTALLATION -OF QX —OVER-1. 14V WALL r HY_� INSTAL �1 HY WALK INSTALLATION FLORIDA BUILDING * conE (high .Vefoclty Hurricane '­­!144- - @ 2012 EASTERN;mETAL suppl.Y.� INC. PJt0DUCT`REVISpD wcomplyingwiffitheFlolida GULIFSTREAM, ALUMINUM 'BERTHA IIVTm Building Code AND SHUTTER CORPORATION -AccO*rdi*on*ShUtter System (ASSA-# 16) H.V. BH.V. IWNDOIV BLADE & H.V. BLADE #2 TILLIT TESTING & ENGINEERING COMPANY Na DESCRIPTION �- BY OF 6355TE D­ j�W uct CO N.N.NA 35th. SL, Ste. 305. %IRCHA OWENS. FLORIDA 33taE 3001 S.E GRAN PARK WAY OLD 05_31T7--03 15 12 DATE: o3/is/i2 Phone (305)871-1530 . Fox (305)871_153I ............• it e-mail: liftecoacol.com STUAFM FL 34997 'DRAWING No ml&) off EB- 8719 3 '-701VAL 000 Of WALTER A. I- PH dr. P. PH (800) 244-4143 FAX (772) 21217-B740 4 2085 MIMAI-DADE COUNTY P. E. URE D FLORIDA Ua. f 44167 — .1' H SEET 9 OF 28 _j_f __j z d. E N D" INST LL"ATION INTO W006STUDS 2"xV MIN. WOOD as. STUDS (AS APPLICABLE) FWISN EXISTING CLASS ON S`w \_71 1/4'0 TAPCON OR TAPCON. ?fiTH ADVA14CED TH EADFORM 2.4' MIN. WOOD TECHNOLOGY RW 13MEX 2W MIN. ANCHORS 0 6- D.C. STUDS REQID. 27W MIN. WOOD WOOD STUDS Z THREADED STUDS REDID. (AS APPLIiTARE) IWO STUDS OR W/ MIN. 1/2" THREADED PENETRATION TO jo;,CDX FI PLYWOOD IF NO EXIST. : Emma GLASS EXISTING GLASS -nm6 CLASS -4 Ems P . Lyl 1/2' COX . -T !?Z' MIN. COX PI.T.000. EjQ /ED WIL SEPAPA71ON E . . LM SEPARATION 1/4'0 TAPCON OR TAPCON. ?fiTH ADVA14CED TH EADFORM 2.4' MIN. WOOD TECHNOLOGY RW 13MEX 2W MIN. ANCHORS 0 6- D.C. STUDS REQID. 27W MIN. WOOD WOOD STUDS Z THREADED STUDS REDID. (AS APPLIiTARE) IWO STUDS OR W/ MIN. 1/2" THREADED PENETRATION TO jo;,CDX FI PLYWOOD IF NO EXIST. : Emma GLASS EXISTING GLASS -nm6 CLASS -4 Ems P . Lyl 1/2' COX . -T !?Z' MIN. COX PI.T.000. EjQ /ED WIL SEPAPA71ON E . . LM SEPARATION 12 FOR MADE MAID ON SHEET 28 FOR D. 713 MASS (SEE SO4MLXE ON SHEET GLAW M SCHEDLXE ON SHEET I /Z- LON. Cox PLYWOOD. MASS M 1 , nl- Sam CH SHEET MADES ID & 9 •AUTM7)C 063 CONT LOSER 1/2- mw Cox SLADE (DAND PLYWOOD, CH 28 FOR 12 FOR aACE (DAmD ON SHEET 28 FOR . — —(DAM 1/2- MIN. PLATE. (LOCATE 1/2 WALL FINISH MAOM (D & (9) 3 (SET 28 FOR z -SLAM & AT EITHER SIDE OF(E)) ME 1"0112 S.M.S. 016 d.C, #IDXI/2- S.M.S. 16 D.C. (XI APPU­Aj);2W.W_2' AM= CUP 4 AMI= 4 -A I OR SEE DETAIL X FOL/ I OR I OR W I OR TO TRACKS SEE DETAIL X FOR SIDE CONNECTION SIDE CONNECTION SEE DETAIL X OR SIDE CO (82 TO TRACKS TO S . 12.3 @ END CONNECTION DETAIL END CONNECTION DETAIL® AND CONNECTION DETAIL @) -END —CONNECTION DUA,11 ExisnuD, CLASS 1/4*0 TAPCON OR TAPCON 1/4"0 TAPCON OR TAPCON WITH ADVANCED ITHREADFORM :2 WITH ADVANCED READFO TEC�INOLOG� ffw BUILDEX TECHNOLOGY nwTBHULDEX T_ VX4" MIN =HORS W/ 1 1/2- MIN. ANCHORS W EXISTM 4, —IREQUUMCKLY FOR SPANS-CREATER THAN 12=-0 MIN. SEPARATION m MAW Csm , E:N N STUDS REQ'D. I EADCD PENETRATION - . wo =as a 12" D.C. THREADED lQ.`/"vlQ_ INTO "S 0 12- O.C. 6 Lm SOMRATION C. To Mks (SEE SEE LIMITATIONS OF USE E OF —1 CO 1/2, MIN. SCHEDULE 4 BLADE Qiq ON SHEET 3 12 FOR BLADEMAID 5 MAXS a)2a ON SW FOR & 9 6 OR®DR(BCR @CR@OR(90R(D GO OR 4 OR Z8 0 ZWALL FINISH 2W MIN. WOOD STUDS REO'D. FINISH @OF?@OR(90R@ VIEW YJAN q -END CONNECTION DE -TAIL (0- END CONNECTION DETAIL� -DETAIL FLORIDA BUILDING -CODE VelociLy Hurricane io—ne, _PRODUCT' REVISED . ...... !% 01012.1ASTERN METAL suppLy. INC.. W I=IPlyiog wilh ft Florlds ,Building Cod. . % I . " --- .... . x er GULFSTREAM ALUMINUM: 13ERTH Hv.Tm Ac—lm-N P/7 0 AND SHUTTER COR11310kATION (ASSA # 16) Accordion Shutter Syste'm N.V.BLADE fl W/ OR"W/0. X*NDOW BLADE & H.V. BLADE J12 �,Byh TILLIT TESTING & ENGINEERING COMPANY Ey, No CRIPTION DATE* Co..,• OF 63 N.W. 35114 St� 51% 305. VIRGINIA GARDENS, FLORIDA 33161 (305)1371-1530 Fax ; (305)87t-1531 3001 S.E. GRAN PARK WAY Drown br, F.P./A.G. 6-L-D 16 314 �0312 DATE: 03/15/12 . .-M.R: tat.- a EB-0006719 STUART. FL 34997 2 -71= — DRAWING Nd 3 MIAMI—DADE COUNTY pt WALTER A. TILLIT Jr. P. E. P.E. S ef DATE FLORIDA Uo. # 44167 PH (500) 244-4143 FAX (772) 287-9740 4 12�085 5 SHEET 6 20 OF 28 ;nl, �z • • A r (5)-U4 11 11 11 u u &TYMM 34 LOCATIO'N HVB-HOD HDA-WA D. Nv 5 HVC-HDO z 2 z 0 R < ALTERNA 34 LOCK )N - I — z ­l r EL q En II ISE V) I k 0 z E 0 NOTES ON HD LOCKS AND CENTERMATES:'.-,-.,"',..,-,-, 1. MANDATORY CONDITION "i 1', ONE(3� H.D. LOCK 'SHALL "BE USED FOR ANY SPAN AND INSTALLATION AT ZADUTY SYMMETRICAL CENTERMATES, W (AQ1 OR p2))+g AND AT ANYELEVATION. n,34 H.Da LOCK MAYBE BE USED AS A - INSID OR —OUTSIDE, LOCK, ATTACHED HEAVY DUTY 'symMETRICAL- CENTERMATES WITH (3) #8 x 3/8" LONG HEAD`,,;S:§.:,m..S.' LOCKING ,-RODS (a ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL 2. MANDATORY CONDMON # 2. LOCATION OF H.D.-.LOCK, SHALL BE AS - INDICATED ON SHUTTER ELEVATION, i.e., FOR SqUTTItR_-SPMS'UP TO 105", H.D. LOCK MAY BE INSTALLED AT MID- HEIGHT OF."S'HUTTE . R OR AT 12" MOVE OR BELOW MID HEIGHT OF SHUTTER. -FOR SHUTTER -"SPANS GREATER THAN 105". H.D. LOCK SHALL BE -INSTALLED AT.,MID 'HEIGHT. OF SHUTTER. I u SEE END y ij I CONNECTION DETAILS ON SHEET 24 TYP. FULL HEIGHT. TYPICAL (2) HV BLADE SHUTTER ELEVATION N.T.S. FLORIDA BUILDING ' CODE .(High Velocity 'Hur-scone L66 Astjjjqk T,A.Tit 02012 EASTERN�MErAL.SuppLy. INc. % PRODUCT REVISED .0 ... .. IGuLFSTREM ALUMINUM 3ERTMA HV TM as complying with the Florida. N o INC. AND SHUTTER CORPORATION HN. BLADE #I VI/ OR W/O H.Y.-VANDOW 17 BLADE H.V. BLADE (ASSA REV. N� By S OF 6355 N -TESTING & ENGINEERING COMPANY DESCRIFT90M DATE Mh9 i I p i uad PARK WAY OLD 06-314. 03/15/12 Accordioh Shuttet System- • W. 3 . SL; St. 305. VRCM OMENS, FLOFUDA 3316 3001 S.E. GRAN I Accept. I L E C ffingC.ft DATE. U M I w h­ (305871-1530 . Fax (305)871-1531 STUART, FL 34997 2 tut ... DRAWING No ES-0006719 3 AL WALTER A. TILLrr Jr. P. E. PH (800) 244-4143 FAX (772) 287-9740 12-�085 MIAMI—DADE COUNTY' P.E. SEAL URE/DAT FLORIDA . U0, 441.67 SHEET 21 OF 28 �4. W. 7- POURE 'CONCRETE ANCHORS :,","o, b CONCRETE HED L E ON SEEf 140 REQUIRED sc SHEET 26) UACH,.E �..Si.USING 1/4--Zq NUTS a 6'.,O.C. POURED CONCRETE ANCHORS_ CONCRETE (SEE SCHEDULE ON SHEET 26) REQUIRED EDGE OF La. sEPwAmm EQ ED SLAB IF To ON, - - - 2 IB D APPLICABLE IAN. SEPARAMMON -4 (SEE SCHEDULE CIT I- To CLAW 1 SHEL7 25) 1 I (SEE scmum or EXISTING I SHEET 23) GLASS EXISTING k OPTIONAL EDGE OF EXISTING --SLAB IF GLASS APPLICABLE EDGE OF SLAB IF MIN. SEPARATION MIN. SEPARATION APPLICABLE TO CLASS SEE To SCHEDULE ON ON SC14 D 25) T H� J EXISTING --(,SEr SHEEP POURED C CONCRETE GLASS CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED REQUIRED (SEE SCHEDULE ON SHEET 26) FLATHEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) '81) WALL HEADER INSTALLATION HD CEILING INSTALLATION 0* HD TRENCH INSTALLATION' HD WALK -OVER INSTALLATIC" EXISTING GLASS-1 NIN. SEPARATION UK SEPARATION TO CLASS To . I kRN. SEPARATION (SEE SCHEDULE ON — (SEE SCHEDULE ON— GLASS SHEET 25) SHEET 25) i(SCETSDCHEDuLE ON EXISTING sHw 25) GLASS w, 0 EXISTING GLASS • OPTIONAL ALTERNATE m OPT10NALI rr #14x3lV HEX I ANCHOR WASHER HEAD I LOCATION —T f14.3/4- HEX WASHER i It TEK SCREWS ---HEAD TEK SCREWS W 0 6, O.C. 6' D.C. X CONCRETE ANCHORS. #14.3/4- HEX H (D + 7 (SEE SCHEDULE ON,! TEK SCREWS 0 3" D.C. I SHEET 26) ED OR 1/4 I E F M.S. (SEE SCHEDULE ON s EDGE OF 7 1�� CONCRETE- ANCHORS EDO 20.3/4- S.S. SHEET 26) APPLICABLE SLAB IF. PHILLIPS TRUSS HEAD ------ APPLICABLE MACHINE SCREWS CONCRETE ANCHORS I POURED--' W/ NUT OC SLAB 01F I /4'o POURED CONCRETE--� (SEE SCHEDULE ON USING 1/4--20 CONCRETE NUTS a V D.C. —EDGE OF REQUIRED WALL REQ'D. SHEET 26) SLAB IF APPLICABLE EE HD WALL SILL INSTALLATION HD FLOOR INSTALLATION POURED CONCRETE REQUIRED NOTE FOR COMBINATION OF SECTIONS, HD RAINGUARD INSTALLATION I- SEE SHEET 21 FOR TYPICAL %7REASSEMsLy. E. D. - EDGE DISTANCE 2- MOUNTING SECTIONS CAN BE C SIN (SEE SPECIFICAnONS ON -SHEET 26) IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS WZ (D HV BLADE SCALE: 3/8"=l" cty Au-rTfc6n;e ZO-n—e-1 FLORIDA- BUILDING tODE1 'Veio I @ 2012 EASTEFIN.MEVAL. SUPPLY, INC. PRODUCT REVISED GUILIFSTREAm ALutwikum BERTHAKV TM; ' as Complying iith The Florid.-, I Building r�da on Shutter System C. RATION 11LIECOIN" AND SHUT.TER,CORPO H.V. BLADE #1 W/ OR W/O .H.V. WINDOW DIADE & H.V. Uff Exp DL-L I G) § DES—CRIPTION DATE D­ b�,. F.P.'Accordi (ASSA # i "��S- STATE OF Q.-J -TILLIT TESTING & ENGINEERING COMPANY: REV. N. BY OLD 06-314 UJ/ 15/12 DATE: 03/15/12 IT) a act control bL G355 VW. 36th; SL, St.. 303, YIRGINIA GARDENS, FLORIDA 3316 3001 S.E. GRAN PARK WAY Phone (305)871-1530 . Fax (305)871-1531 2 SIONA1 STUART. FL 34997 3 DRAWING No ES- 006719 14 -MACHINE I/ _? 4� _ L ED 7/ Al" T, All m -k La ANCHOR WALTER A. 7ILLIT Jr. P. E. PH (800) 244-4143 FAX (772) 287-9740 4 12-085' MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Ic., 1 41, 1,1 SHEET 6 22 OF 26 A A Zz!z� NQ WA OUT,•' EXISTING GLASS INSTALLATION _HV OR OR -10 OR SEE NOTES ON LOCKING RODS & HD (D LOCKS'ONSHEET 21 BLADE SEE -END - WALL"CONNECTION DETAILS ON, SHEET 24 EXISTING GLASS L C 2 — — — — — — — — — — -- — — I — I — — --- — --- — — — — — — -7, 2•x2"xI/VxO'-2" (6063-T6 ALLOY) ALUM. ANGLE W/ /2' 3.5 35 TAPCON ANCHORS TO ANCHORS — 114 x 3/4- S.M.S. @ 12- MIN. SEPARATION (4) H.V. (OPTIONAL) (OPTIONAL) CONCRETE 'Top/ Z'fl 11.1/27TZM • To TUBE AT EACI)l D.C. TO GLASS LE IN ;558 ANGLE. ON SHEET T 25) --7\ (4) H.V. (_P 5 Ilk PINS T�p- (Ty. 11 I 6 1 2 4 I A X I I I A I HVA-HDA OR OR EXISTING GLASS + (SEE MIN SEPARATION TO GLASS FIN C I—_______ 14 - — - — - — - — - — 4" FOUT T. 6 1/2" MAX. SLACK HVD—HDD SOee W, PRODUCT'REVIS12D as COMPlYi-9 Wth the Florida BuIldivigCod. Acceptance 'k 7-, V It -0 ByMimni Daad ��ContmjCS 5 - MIAMI-DADE COUNTY P.E. SEA! 5 a O.C. IRW 03*) 33 VJ31 ORQ�] OR 32 .j V(p 3 VB-HDB 4(OpTIO LOUT : SYMMETRICAL HD CENTERMATES W/ if LOCK (EXTERIOR) CONCRETE OR E BLOCK WALL HVE-HDE -777 @ OR( 1 32 35 (OPnONX) SYMMETRICAL HD7FENTERMATES - W/ G! LOCK (INTERIOR 9 0 + 0 2 71Z DA BUILDING CODE (Hi'gh Velocfty Hurricane Zone 02012 EASTERN METAL suppLy, IIIc. , I -0,,,. GULFSTREAM ALUMINUM BERTHA KV TM .*!--Z7TI AXWF ME Cr \AND SHUTTER CORPORATION (ASSA Accordion, Shutter Sykem H.V. BLADE #1 W/ OR W/OH.V. WINDOW BLADE & HX BLADE j 140; TILUT TESTING & ENGINEERING COMPANY 6395 NX 361h, SL, SW. 305. VIRGINIA WDENS, FLORIDA 331 , ef # 16) ' 3001 S.E. GRAN PARK WAY REV. N. DESCRIPTION DATE or n br, F.P./A.G. I OLD 06-314 53715112 E: 03/15/12 . ..... ... . Nk, ee ION AX- Phone (305)871-IS30 . Fax : (305)871-1531 STUART, FL 34997' 2 DRAWING No 11,61 ES-WO6719 •WALTER A. T[LLIT Jr. P. E. PH (800) 2�4-4143 FAX -(772) 287-97 0 4 12-085 SIGNATURE/DATE rLOPJDA.Uc. 44167 SHEET 23 OF 28 �.,4 a_ 7 t Y. POURED CONCRETE OR POURED CONCRETE POURED CONCRETE' CURED CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL - OR CONCRETE REQUIRED .BLOCK WALL REQUIRED BLOCK WALL REQUIRED _ BLOCK WALL REQUIRED. -EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS ® 16" O.C. — / ".'MIN EXISTING GLASS. 2' IN. �S) TILT J— _ S) �"1•- EQ EQ I MI�ARATION TIT— . MIN. SEPARATION 1/16"x3" MAX. MIN. SEPARATION TO GLASS ). MIN. SEPARATION. TO GLASS (6063—T6) CONT. TO GLASS (SEE SCHEDULE r:- TO GLASS (LOCATE AT (SEE SCHEDULE ALUM. CLOSER (SEE SCHEDULE �ON SHEET 25) 1/2" (ONESHEET025) EITHER SIDE 6 = ON SHEET 25) PLATE. (LOCATE 1/2" ON SHEET 25) I \ )' OF S& - - AT EITHER SIDE MIN I 1 OF®) I ♦USE 1" OR 2" MAX. _.n14xl/2" S.M.SI - ✓ 14x1/2" S.M. I --_—_ (AS APPLICABLE)x2"xI/B"xO'-2' 1 ----- .® 16' O.C. ----- - ® 16" O.C. ALUMINUM CUP ANGLE 1 sI.—Al (6063—T6 ALLOY) AT MIDHEIGHT (1) #141/2• S.M.S. TD®& . `OOR®OR©+OOR 10 +OOR®+ (3) END CONNECTION DETAIL n 2" SEE DETAIL X FOR SIDE CONNECTION TO TRACKS END CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED— 1-iD(ISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE C ON SHEET 25) - 1 —1 2 MIN. tl 4 1 OR ®OR 1�C]1+ OOR ® + O OR (F8) END CONNECTION DETAIL 5 �i PRODUCI'REVISED as cam o3 in6 with the }fond: BeildiM Code Acceptm-No Z) 030 01 12" O.C. MIAMI—DADE COUNTY IP.E. 2• SEE DETAIL X SIDE CONNE( OR® -©OR (2)1/4 0 TAPCONS ANCHORS TO - WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF®)' SEE DETAIL X FO 4 ON OR® + Q OR SIOE TO TRACKS - -6 +(] OR®OR6 U+v END CONNECTION DETAIL 03 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED _______- �-- EXISTING CLASS S.M.S O.C.D. MIN. SEPARATION TO GLASS 1/2" MIN. (SEE SCHEDULE ry ON SHEET 25) /unlO lORlp l+l /IOR c►ii m�` ... . ...... END CONNECTION DETAIL ® . ♦ REQUIRED ONLY FOR -SPANS GREATER THAN 12'-Q' 4 42 - 6 OR ORQ PLAN VIEW' DETAIL END INSTALLATION n HV BLADE INTO CONCRETE OR---.,-*.-. CONCRETE BLOCK WALL. FLORIDA BUILDING CODE'(High -Velocity Hurricane' Zone` ©2012 EASTERN AIETAL SUPPLY, INC. ��ENSF' •.;; _ siAIEOF ;' \\` • O \\` ��'1,1\ �10NA�r;pl1' { .ytf�IpP, /n ATC IL E C'® �,N, TILLIT TESTING & ENGINEERING COMPANY 5355 LLw. 3sth. sL, sw 3D5, MBGMIA GARDENS, FLORIDA 331fi Ph— : (305)871-1530 . Fax: (305)871-1531 a —ma ult.00718 .— EEI­DO WALTER A TRUT Jr. P. E FLORIDA U. $ 44167 GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 BERTHA HV ?M -Accordion Shutter System - FIX . BLADE $1 W OR W/O H.V. WINDOW. BLADE & H.V. BLADE $ REV., Ne DESCRIPTION DATE Drawn , F.P./AG. 1 OLD 06-314 7 03 15 12 DATE: 63/15/12- q DRAWING No 1 2-085 3 4 MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) - INSTALLATIONS W/ SYMMETRICAL - D N S31 OR3©, W/ ONE HD 4 LOCK & NO LOCKING IDS 35 ♦. MAXIMUM A.S.D. DESIGN LOAD (P.s.1.) (+ OR —) POURED CONCRETE INSTALLATIONS ALL MOUNTING CONDITIONS L+ (T) L-(RI 0 OR LESS 15'-5" 35 40 14'-4° 17'-1p" 45 13'-1 V. 50 13'-6" 17•-0" 55 13'-3" 16'-10" 60 12'-11 16-2 65 12'-8' 15 —6' 70 1Y-6' 14-11" 75 12'-3" 14'-5' 80 12'—O• 14'-0- 85 11-10" 13 —7 95 11'-3• 12'-10' 100 10'-6' 12•-6' 105 10•-0' 12-2- 110 9'-6" 11' 11" 115 9'-1" 11'-8" 120 8'—W I V-5" 125 — 1 T-2- 130 140 — 10'-6" 145 — 10'-4" 150 — 10'-2" 155 — 10'-0° 160 — 9'-10• 165 — W-9• 170 — 9•-7- 175 — 9'-5• 180 — g-4- 105 190 — 9._0• 195 PRODUCTREVISED es wmPIy*9 wish Iho F701ib MIAMI—DADE COUNTY INc_7ALLeTION cr, ND SUBSTRATE POURED CONCRETE MOUNTNOS (SHEET 22) WALL MOUNTING A4 & EE FLOOR/CEILING BB, CC, DD, MOUNTING FF & GG HV BLADE ONLY FLORIDA BUILDING CODE"(Nigh Velocity Hurricane Zone �A7111Q�' •• •EN • • I r'�� _ � ��G SF' •., =2 "©2012-EASTERN METAL SUPPLY, INC. ``�� :: GULFSTREAM ALUMINUM BERTHA HV Tm •' 1L E C ®LING. AND SHUTTER CORPORATION Accordion. Shutter System L f Ct ` S �F (ASSA # 16) H.V. BLADE #I-W/;0R VO:H.V. WINDOW BLADE & H.V. BLADE ; '0 IL �� ? ''. TIWT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. REV. No DESCRIPTION' GATE F.P./AG. ........ 11 SL, Me. 305. VIRGINIA GARDENS, Fl.ORIpA 331E Phone Phone : (305)871-1530 . Fax : (305)071-1531 3001 S.E. GRAN PARK WAY 1 OID 06-314 03 15 12 DATE: 03/15/12 .2 _ S/ONA1. IIII a —moll: tDD0577aol.co19 m STUART, F'I,• 34997 - 3 DRAWING No P.E. SFJ�L/SIGNATURE/DATE WALTER A 41 P. E FLORIDAA U.. Uc. 1 44167 PH (800) 244-4143 FAX (772) 287-9740 °12-085 S — —_ ANCHORS SPACING LEGEND MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN I/ SHUTTER SPAN. MAXIMUM ,A.S.D. DESIGN LOAD AND A s71j!. T...N.L --d _MAX. MOUNTING TYPE -CORRESPONDING FOR CONCRETE INSTALLATIONS POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) SPAN (ft) USE MAXIMUM VALUES BETWEEN POSffVE AND NEGATIVE A.S.D. LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 4 1/2- 3 1/2- OR LESS 12- 8.. 6 4" 3 3/4- >8'-9" 6. 3 1/2- 3" UP TO 12'- 1 " 10" .6. 4 4" >12'-1" 4" - 3 1/2" UP TO is.-011 7 1/2" 5 1/2" 4 *SPECIFICATIONS ON ANCHOR REQUIREMENTS POUR D CONCRETES&6STRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A-1) To EXISTING POURED CONCRETE. (Min. f'c = 3192 psi) - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUl LDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON 15 1 3 /4" A.2) TO EXISTING POURED CONCRETE: (Min. rc = 2899 psi) - 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX., MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16- TAPCON XL ANCHO:RS`:';'!§-*:.2-- 1/4 A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, pAvERj`OR ANY -VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE,MAIN:STRUCrURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A-1) FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND' SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3" EDGE DISTANCE FOR 1/4-0 TAPCON AND 3 5/8 . EDGE DISTANCE FOR 5/16-0 TAPCON XL NOTE: VALID 'ONLY FOR UP TO 10'-0" SPAN (I)-HV BLADE 'ONLY FLORIDA BUILDING 't ODE�-%`gh VeI004 .Hurricane Zone' ...@2012 EASTERN METAL SUPPLY, INC. .... PRODUCT REVISED ... % GULFSTREAM ALUMINUM BEWTHA HV TM W Co1rP!Yi-.g uilh the Flolid. % Buildg Code AND SHUTTER CORPORATION Accordion Shutter System AeceptaneeNo 9!-0Tu-./ =1L E C 0 INC. \ - Ev=­—Dol. (ASSA # 16) H.V. BLADE #I W/ -OR"WIO H.V. WINDOW BLADE & H.V. BLADE J2 ST OF TILLIT TESTING & ENGINEERING COMPANY REV. No DESCRIP'noll, DATE Dra- BY 8355 N.W.3uh. St., Sta. 305, MIRMA GARDENS, FLORIN 3316 3001 S.E. GRAN PARK WAY I OLD 06-314-: —0755T —2 DATEM50"", Minmi Dad uct Control ............. Ph... (305)571-1530 . Fax : (305)871-1531 STUART. FL 34997 2 ­rnafl: tat .. O.W.... DRAWING No ONA pool EEI-0006719 3 I WALTER A. TILLIT Jr. P. E. PH (800) 244-4143 FAX (772) 287-9740 4 12-085 MIAMI-DADE COUNT P.E. FLORIDA LIc. 44167 8 E._SF-AL/SIGNATURE/DATE SHEET 26 OF 28 1875" 12' M.0625" TO A.0625 - - BLADE TOE; I EDGE I 0625" EXTERIOR SECTION X-X HV WINDOW BLADE SCALE.: 1" BLADE'S \ .1875" Y KNUCKLE. 3"0 OPENING — 1TMP) '0625' 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW 0.0625" BAYER MAKROLON 3103 POLYCARBONATE — Ea ' Ea RESINS, UV -STABILIZED GRADE QR 5'SABIC 1 FINNOVATIVE PLASTIC LEXAN. 103 'RESIN FLAT PORTION .1 . _- OF BLADE h (SEE NOTE "F" ON SHEET'`28) I 'I R1.7500'/ EXTERIOR I/ I\ 2 7/8" MIN. -, - / I I HV WINDOW All; / ; ON C I CLEAR/4- BETWEEN TABS 625" SECTION Y-)I SCALE: 1" = 1" _EXTERIOR ELEVATION SCALE: I" = 1 " POLYCARBONATE SOURCES• ,FOR : 44 TYPICAL PROPERTIES APPUCA13LE STANDARD,' .. REFERENCE - RESULT 94 -Lwt7agL / SCIENCE yAM txumaTaE. FLAWIC . :. I1G (RoLm 3103 'LEM 10 (IESH . PHY51C81 SPECIFIC GRAVITY 0.7 HAty"� —" ASTM 'D792- '0.043, IbAn' .0.043 lb/in' TENSILE YIE1LD STRENGTH FLEXURAL STRENGTH AT YIELD FLEXURAL MODULUS IMP.AG.L' - ASTM D63B �'..'9,$00:'ps.i. ASTM 07901,: ASTM D796 ` - - :i `;'72,500--Ps.l.:, "340;000 p.1:.1..•. ps.i. .�. 13.400, p.s.i. '.. 345.000 p.a.i. , NOTCHED IZOD FIRE RURNIN CHARACTERISTICS: ASTM 0256: ASTM D2643 ASTM D635 ASTM D1929 - �.18 FT-lb/In _::.. ? �`C-1 CLASS- .•:' 1040 "F 17 FT—lb/In 64:5 7. MAX C-1 CLASS 980 fF SMOKE DENSRY RATE .OF BURNING SELF IGNMON WEATHERING; ASTM G155 - TENSILE STRENGTH AFTER WEATHERING TENSILE STRESS BEFORE WEATHERING ASTM 638 ASTM 638 .. 930E ps.l:. '-:: 11461-p.s.i. .. 6840 ,ps.i. - 888D p.sJ. Fm TYPICAL HV WINDOW BLADE 2AND == SCALE: 3`8n=1 " POLYCARBONATE HV WINDOW DETAIL s s FLORIDA BUILDING CODE'(H1gh Velocity Hurricane $or \P�' "••„ • "� rd © ZVI2.EASTERN :METAL. SUPPLY, INC. PRODUGTREVISED es comp114n8 wish tlw florid:. 1 Z-o323.0 ! ,; �. JCENS�r�:,'P r N ` I I. E Ci ®INe. GULFSTREAM ALUMINUM �RT�'I/•� 1 �1� TM Agcordion_Shutter .wpt1T�Nd. poeeptfineo- Diu a AND SHUTTER CORPORATION System Lion /7 BY .p S i ` " TILLIT TESTING & ENGINEERING COMPANY (ASSA $ 16) H.V. BLADE 1 W OR'W 0 H.V. WINDOW BLADE & N.V. BUDE � �, �• N DEScpienON DATE Dr by, F.P./A.G. Mi1m1, D ua Comm • ' =� / ,: ,� +��-iss�ONAL 6355 N.W. 36th. St, St.. 306, VROiMq OA oDa. FLORIDA 3316 Phone : (305)871-1530 , F. : (305)871-1531 3001 S.E. GRAN PARK WAY � nn + �OID 06-314 - �• 03 15 12 DATE: 03/75/12 2 c ('.,� ,OC ` a —man: tnteco®v"Leom STUART, FL 34997 3DRAWING No MIAMI-DADE COUNTY �Oj4, p P.E. SEAL%�°IA7L1RF/naTF WALTER A. TOUT Jr. P. E FLORIDAU. g 44167 PH (800) 244-4143 FAX (772) 287_9740 4 12=085 " QD MG. N 16� 0 TYP. FA. END MAX. 5 WINDOVIS ALLOWED AT FIV WINDOW 3 0 I SEE END CONNECTION .DETAILS ON SHEET 11 TP. FULL HEIGHT. — � � :T� � � I (W(SEE PLAN FOR REQUIREMENTS) TYP TOP & BOTTOM —1-11ED WIDTH- - — EXISTING --1GL/lS5 --------------------- SYMM�TRIGL CENTERMAiq 21 W/ (24) OR F25 AND W/0 (S NOTE 4 ABOVE) PRODUCT RBVISBD US cmnpLying with the Lloridr. - BoiidIrB Code Acceptance No 2— 03Z3.Of P.zpirn bn Daze a By Mitetli oct Coats MIAMI—DADE COUNTY IP.E. ELEVATION PLAN r MN. SEPARATION TO GLASS SCHMLtE ON SHEET 12 FOR MADECD ---- Aw ON 9EE72B FOR sAm(1)&® unlsury worn Etv wlrvoow BOD nAT 1. MAX. A.S.D. DESIGN PRESSURE RATING +110 110 ps f 2. MAX. SHUTTER SPAN: 96. - 3. ALLOWED MOUNTINGS: A. D. G & H ON SHEETS fi� 7 AS Wc7.L AS MOUNTINGS M, 0, T, U & W ON SHEETS 10 & 19 ; ' ONLY CENTERMA11 21 27 (BOTH W/ (2�4 OR 7' ARE ALLOWED VITH 21 (Li27Cl)'O ED IN A ETRfCAI. OR OPPOSING OUT, 1N.CASE OF. OPP03`I1 ITT; MUST BE IN. ONLY AT DITERIOR. ACCE65' S1DE OF' CENN7IMA - 5. (A) W WINDOW BLADE to SHALL ONLY ALLOW KMAXIMUM OF 5 OPENINGS (3"0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 27✓ (8) MIN. CLEARANCE FROM TOP OR BOTTOM EOGE'OF+W'WINDOW BLADE OF ANY 3'0 HOLE FOR 44 SHALL BE 12':.; (C) FIRST OR LAAT BLADE COMING OUT FROM ,STARTERS AT .ENDS MAY BE WWINDOW BLADE 1A _ (D) HV WINDOW BLADE (9 MUST BE USED ALTERNATE 70 A SOUD �W BLADED THROUGHOUT SHUTTER'S WIDTH. (� CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO ,A -SOLID MV BLADE 1QAT EITHER SIDE OF THEM, (17 POLYCARBONATE HV WINDOW ([� SHALL BE'INSTALIEO SO TH iA85 FACE THE INTERIOR OF THE OPENING BQNG PROTECTED. 1N. WINDOW (4�4T) MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL. PROVIpED BY ASSA,. INC. - . 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS. INTO WOOD FRAME BUILDINGS ON SHEET 16, AS LIMITED BY SPAN ANDS DESIGN. -LOAD (SEE NOTES 1 & 2 ABOVE). ... . 7. SEE ANCHOR SPACING SCHEDULE FOR LLATI INSTAONS INTO POURED CONCRETEORCONCRETE BLOCK WALL ON SHEETS 13 A 14 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 de. 2 ABOVE - IS. MINIMUM SEPARATION TO CLASS SCHEDULE. . �. SHUTTER SPAN MINIMUM SEPARATION TOGlASS. .- GULFSTREAM ALUMINUM AERT1 /TILTE C O I N c. AND SHUTTER CORPORATION ACC. C�1(Jl , (ASSA # 16) H.V. BLADE'#1 W/ :OR=W/O'Y. TILL.IT TESTING & ENGINEERING COMPANY REV. N DESCRIPTION, - . 9"5 N.W. 350. SL. Ste. 305. %MWINIA GARDENS, FLORMA 33I 3001 S.E. GRAN PARK WAY 1 OLD 06-314 Phone : (305)871-1530 . Fez : (305)871-1531 STUART, FL 34997 2 e e—mc0: tiltaco®1—rn EB-000019 3 WALTER A Jr.P. E. Uc. PH (800) 244-4143 FAX (772) 287-9740 4 - FLORIDAORie. 111 � 44167 I VTM. . itter System IOW BLADE do H.V. BLADE E D—n . F.P./AG. 12 DATE: 03/15/12 . DRAWING No .12-085 SHEET 8 OF 28 REQUIRED MINIMUM Mtn. 43a °�00 1 3/4-x 6 1/4-x 0.035- THICK Ain. 43c .12 in o CONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Win. 0-60 W 6" O.C. 39 GALVANI2ED FASTENED TO STUDS EXISTING FlNISH t W/ (2) #6x1/2" 7IX SCREWS ON AS APPLICABLE INTERIOR &EXTERIOR FACE I V, EXISTING GLASS --i MIN. SEPARATION r--- TO Gross I i _,`- (SEE SCHEDULES A43 , j EXISTING FINISH I AS APPUCABLE i) , m -- REQUIRED MINIMUM 1 3/4'x 6 1/4'x-0:035" THICK Min.' f CONT. GALV. STEEL TRACK CHANN ASTM A-653 GRADE 40 NiEL, n. C-60 43c 43a ,� GALVANIZED FASTENED TO STUDS I ® 6" O.C. 0 6' O.C. W/ (2) #6xI/2" TIX SCREWS ON INTERIOR & EXTERIOR FACE 3a 1 /4"o NOMINAL .. ' ALUMINUM SLEEVE 5063-T5 ALLOY SEPARATION TO GLASS SCHEDULE:r. s.000° MOx. MAX. SHUTTER MINIMUM SPAN L (in) SEPARATION TO GLASS. 84" OR LESS 3 1/4" - 43c 4.3 '»•` 1 /4" 0-2OX3" BOLT MUST PENETRATE 43c 1" -`. 1.373" 250 w Min. `_ -_-' _ 7/2" g ** BLADE SLACK DETAIL HVF IS VALID FOR 1 /4"0-20 THi 43C 1f4"Rt ELCO CONSTRU 1Z CENTERMATE 21 aPPucanoN WITH BLADE 1Q - - REQUIRED MINIMUM w I __ ,: :``.. 436 - PRODUCTS FAR-LOK ND. - ... 6"x 1 1/2"x 0.035" THICK Min. ASTM A-653 GRADE 40: S srEEL Min. LC-60 STUDS METAL STUDS AT 16' O,C. - ® 6° O.C.`' g:2?•�,fifeti.- =:'-_1 MS WALL HEADER/SILL INSTALLATION - -" COMPONENTS'. • . EXISTING GLASS — — -r — — — — — — — — — — I EXISTING FINISH AS APPLICABLE (TYP. TOP & BOTTOM) �g — 15 "SCALE:3/8"- 1" ...,-• . 1 3/4'z �6 t/4'x ;0.035'�•fHICk in. ' Al 3 rely crccl- merv'rueuun ' -. - - ... -: •:_. ;.; ". ;-,,':,.:• i i:::: •:..?.' i I:: :.: ,•" •- I I - .I - - ASTM'A-653 GRADE-:40.'Minl C-fi0 I'•.: i i ::,••= SYMMETRYCAL .. ..• .-.. I _ GALVANIZED FASTENm.TO-:STUDS .. 43a 436.43c , i I ` I i - SYMMETRYCAL : ; ' li I ';w (z 6xt z .TEXacREws ON °.i :rtirT.` sEPAiiaii N: vaRies::.. / ) / :..: CENTERMATES W' ' I I: ( o -I I DitgdOR &EXTERIOR:FACE' .I I II I`CENTERMATES W/ TOGLAss i, .. ``.' ':'.•':�'. I ��:: -r.•: 'SEE SCHEDU ."i•Max Y I I• XT ( '� INTERIOR ACCESS SIDE . •,..:• ;:;::•• f ERROR ACCESS SIDE ' �;.;.•.;'•:; -------------------------- ------ --- =-------------------- - I 4 6 (TYP•) / I SEPARATION TO 4TA4 I N MP1 sEPAR4TIQV TO 1dA55 -.. _ I . W/ INSIDE LOCK (SEE 50®ILE) 6° m. W/ ouISIDE tcoL lSFE S'SQ•DILE) I N 4 �.....� . . --------------------------_--___—_ . 24 ----------------------- -- --- ----------------------- -- __ _- ---- -- --------------------- -- ---- ----------------------- -------------------m a -- ---- lk�-- -- - —J -- 21 -- 21 21 21 1 LOCATED AT 12 ; ": `a. • ' . . --- - - -_--- _-- - HV -HEADER/SIL 12 3 1/4° (ryp.) (6"Min.) 24 L ENDS 4 VIEW Y SIDE'`CONNECTION TO TRACK, ;':. • ':. . 3 : (Cont.) 6 1/2" (Typ.) 7• 7° 6 1/2" MAX. SLACK ** - V WVC ALADE SLACK DETAIL HVF FLORIDA BUILDING CODE=(High •Velocity. Hurricane Zone I ,,t1t Q` w1o.s.••.. a _2 ©2012-EASTERN Max SUPPLY, INC.., PRODUCT REVISED �E "'� GULFSTREAM ALUMINUM _BERTHA W TM1 as aomplying with the Florida - eaitaing rAda N9.4 '167 .° AND SHUTTER CORPORATION Accordi�n'Shutter�ystem . Aeaptanoe N0 Z- 0323"0 . - I L E C O t N c. Expi tionDfite 0, 2.e/7 A / °��'•'� (ASSA 16) H.V. BLADE 1 W ':OR:, N. WINDOW BLADE & H.V. BLADE a1PeF o� TILLR TESTING do ENGINEERING COMPANY N DESCRIPTION , 'DATE' Dr_•n by., F.P./A.G. 9y 1Da uctContmi �` ALnntOQ..'�.�a� e355 N.W.36th- SL, St.. 305. VRGINIA OMENS. FLORIDA 3316 3001 S.E. GRAN PARK WAY t OLD 0'_ 14:" ' 03 15 12 DATE: 03/15/12 z Phone ; (305)671-1930 . Fax : (30S)671-1931 2 DRAWING No '-sS�O�IAL�� ' a-man:61tecoeaol.eam STUART, FL 34997 3 '"e �isies0///lI yOI WALTER 0. TILLT Jr. P. E. 4 - .. .1 2'� 08 r FLORIDA LIB. T J. P. PH (800) 244-4143 FAX (772) 287-9740 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 Cwrlc7r 6