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Home My WebLink AboutSUBMITTED PAPERSDATE: FURECEIPT. I PERMIT NO: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue a n Fort Pierce, FL 34982 '9 C' 'f 772-462-1653 e�v, APPLICATION FOR STORM SHUTTER PERMIT <116/6 o 1. LOCATION/SITE ADDRESS:7�� C r ��Qr'� e c- Q—\ r- 2. PARCEL ID 3. DESCRIPTION OF PROJECT: �n�\\ }AC�_�rc� ► �l� �h-�2 c-� 4. TYPE OF STRUCTURE: SFR: MOBILE HOME: 5. OWNERS INFORMATION NAME: ' ADDRESS�� STATE: 'qZZ\.— ZIP CODE �3�i_PHONE:;)rm=�)l EMAIL: `V`SN OTHER: CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: C -s�;;C) n COUNTY CERT #: BUSINESS NAME: PHONE NUMBER: EMAIL:.n� S\ \jSil�5 . CAM Type of Surface attachment: Wood Frame Concrete Masonry Other PRODUCT=;TYPE;.° PRODUCT' DESIGN, PRESSURE` PRODUCT APPROVAL # REMOVABLE PANELS'` ACCORDION ROLL —UP.. . FABRIC . OTHER— [) 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: $ ---k 0=� •off PERMIT FEE: OWNERS AFFIDAVIT: I certify that all of the information contained in As application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. Co PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SI TURE OF OWNE OR CONTRACTORIQUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS E'S\ DAY 0 20\\\, BY, �� Cl�n}Ip IS PERSONALLY KNOWN TO ME OR WH RODUCED AS ID�CATION. GN (IF-N15TAW TYPE OR PRINT NAME O OTAR SEAL TIT : NOTARY P I COMMISSION NUMBER NO CE 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 =Notary j4�c SOW of Fic.ndaidC4eiysionEE.735a943�2:"1:: V4, Property Appraiser - St.Lucie Counp, "L Page 1 of 1 PROPERTY RECORD CARD Richard E Lucas Record: I of 1 <<Prev Next» Spec.Assmnt Taxes . Exemptions Permits Home Print Property Identification TIE. Site Address: 7733 Greenbrier Cir ParcellD: 3322-700-0090-000-4 SecITown/Range. 22:36S:39E Account 149716 Map ID: 33/22S Use Type: SF Res Zoning: PUD City/Cnty: Saint Lucie County Ownership and Mailing Legal Description Owner. Richard E Lucas Judith G Lucas POD 19 PUD II GREENBRIER (PB 41-5) LOT 85 (OR 3198-1328) Address: 7733 Greenbrier Cir Port St Lucie FL 34986-3300 Sales Information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 229600 Land Value. 52000 Acres: 0.18 5/5/2010 255000 0001 WD 3198 / 1328 Assessed: 229600 Building Value. 177600 12/22/2008 43300 01 WD 3048 / 1731 Ag.Credit 0 Finished Area: 2196 SqR 2/28/2003 267000 00 SP 1678 / 1029 Exempt: 4/21/1998 21320600 02 WD 1140/1945 Taxable: Taxes: 4649.93 a r�aennc (tSJ7 e n• a� p � � s• ni m' w b— Exterior Features BUILDING INFORMATION View. - RoofCover: ExtType: HB+- HB+ YearBlt Grade: B+ - B+ EffYrBlt: StoryHght: 001.0 -1 Story No.Units: Interior Features BedRooms: 3 Electric: FullBath: 2 HeatType: 1/213ath: 1 HeatFuel: °/oA/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cond. YrBlt. DWBP - Drive-BrkPav Y 1 720 AV AV 2003 ENC2 - POOL ENC-AVG. Y 1 1252 AV AV 2012 SWAV - RES POOL AVG Y 1 378 AV AV 2012 SPA - SPA -HOT TUB Y 1 48 AV AV 2012 PA01 - POOL DK-AVG Y 1 826 AV AV 2012 PHTR - POOL HEATER Y 1 1 AV AV' 2012 0 CT - Conc Tile 2003 2003 1 MX - MAXIMUM FHA - FrcdHotAir ELEC - Electric 100 Land Information No. Use Type 1 0100-SF Res RoofStruct: Frame: PrimeWall: SecWall: PrmintWall: AvgHt/R: Prm.Flors: %Sprinkled: HP - Hip BS - CB Stucco DW - Drywall CT - Tile -Ceramic 0 Type Measure Depth BI -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. r http://www.paslc.org/paslc/prc.asp?prclid=332270000900004 5/21/2014 A. j. '> 3001 S.E. Gran Park Way, Stuart, Florida 34997 Page_ of (772) 287.6476 .: • (800) 244.4143 4� ALUMINUM & SHUTTER CORP. FAX (772) 287.9740 E-Mail: jobrien@gulfshufters.com Storm Panels -j SP Key Rollups - RU {.4 D® It Once Do It Right. www.gulfshutters.com Lic. #MC00231, SL 1211 PB# U-17051, CRC58017 R Accordions AA Windows/Doors - WD ` Since 1979 a fi��. LAYOUT SHEET Bahamas Colonials - BA I - C07.Ultra Retractable Awnings - RA Lattice - UL .I ........ ............ . . . . . . . . . . . . . . . . . ... . . .`.\\ 9 .J�je§ \. ..rl�Ca. �,^-\� �. tl `l.V �TJ.\.. ..... .. .. .lI .IS i,. . . . . . . . . . . . .• •�'�,{i .... 5`� ..... ... ..... ........ ... ............ �. ....,............�:........................:........... .................. ... ... ::::: ........ ............. ::: :..: ::::::::::::: ......... :::::::. :: ::::::::::::::: :: .................................... ::.. ... :::::: ::::: :::......... .. .7. ::::::: ' .... t�Ijki �Iiyt ::::: ....... :...... ....... ..:::::......... .... ... .................. ::::::::. ..: :::: ::::.... ... ............ .....::::::.::::: : .....:.::: :::::::::' :::.:::... .... .. J :.::: :::::: £. ::.: ::::::.: `�(f ............. :. ..................: �I•.. .. ............ ............................ ...... ......... ......::.::: ::::::::::: .... ... ..... 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I P _ ,.. ::.:. ? :..::.:::::.::::: 1' .... .... ........ !: ..... ......... ...... .. .... .......... ..::::::..................:::::.:::::: ....... ..... .. .... ........ ... ..:: : :...................... .::::::::::.::::......:::::::::::::::::..... ll`"' ::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::..:::::::::::...::::::::.:.....................::::::::::..::::::::::::..................:::::::::::: :::';::::......::::::::: �.............:::::::::: is I........... :.::::..............................:::.'! ..I............ .::::::::::::::::::::::.................. ...... :I: ........................... ..j............................. .1t. . ail;: - �i� 'r' f" _�) Sped l�Instructions: _�� f`4 ikAi it I Sig turf Date / Salesperson n ate : ✓ J , `/ :. , _ G1j7fstAqbnfA1&m1n&m and Shutter Corp. .: ° I r z DESIGN PRESSURE CALCULATION for Exposure C, Wind speed 150 mph and Mean roof height 15 ft Contractor: Preparer: Project Address: Gulfstream Aluminum Gulfstream Aluminum 7733 Green Brier Cir Port St Lucie FL 34986 Width Height Location k 1° 76 24 Interior44, 48 42 52 54 2 144 130 Interior 3 39 98 Interior 46 17 50 28 RUG-22-2014(FRI) 12:18 GULFgTDEAM ALUMINUM (FAX)77? 287 9740 JOSEFH E, SMITH, CY, OF THE CIRCUIT COURT -- M114T LUCIE Cot FILE 0 3959963 OR _ _,- 3637 PA,(JE SS2, Rocorded 05/30/2014 ati- iJ: $$ AM P. 002/002 Oul uiumnwnn u to rCorp. t 1�� I a q 9091 bR Gun Pak War 41 j 810191, R a4997 7f2V-947s ►SRM1T NUAleea: ",�� T11a undarllyrad hero,y Sits; notiaa Ilul Imprvvalndm ..III be moue 19 vanaln Ice( propany, and In aaaar4vnvt lvhb Chvpbr 7 U, Florida 6taluuo, film IbifOviny Im(prin(IllDA it provlelsd In Ih$ NOR* or C0111mpnitment. I. oWCAVTION OF PRO►ERTY(LIIII dtlTdpllo„ Ohaa Pr n ape YAwee,eddra,e,Ifovaneblr)7aXrouosO• SU9PIv1E1 4 Q' �(tii•ti VJ "Q ..� . , r DoOt„ 1 _ TINGT,Z—LPi BLOC i. O[rKRA h OdsCRIPi10i101 tnIRAOVjNCNT1 L PwNER ryF AIATION 0016I9399 INFOAnIAT10N UYIq LE/dEt CCNT11AQEUr OR THE lA1rRPviAIENY; t N•mraM..d,ltR ic}h-M,•-� 1 A �+� 0e,r.mp Iq Mal..+rri— ��a vC„��C-ti �� w��. • Qr C 1� �a1L,.f,��11`.,ler r• N1tet.m rrMw of m 11roa1• IIu,Aetd..Ilf IrrtrgAf Dom O.Wr nu,d w—); —4` t, O, CONTRACTOR'S NAAI CI ,.1 1,4 1 { � •,�— Etnoraw'l,de,aa77S1. 2:117. /aKIEP 1. 7YREh•rlhprllnNl•,taaar vT,lla pay,ntA, herd lY lnatAral. J �yggT 1 N11n4 and ted,lO; Y PAa...."all! I An aYUr•A: f t, O, LEnOER'S NAAI L, tJ Lmdv114011. b ►at.I AWEI.r.— � 7, Portent •+Iddn d,t 91ais of FlM& deakgddted by O+ma upon whom nelte.r yr other datu,nrnri may W adrvt4 AA provided by Starivn 217, IJ (I) (e)1„ Florida SIa,LIrA; 1 I4m, INV&-. k.) a aped, numMnoruitfid.1.0 olNnn._ wkA, ^` "._ Y,a.Inaddltlanlphlmpal(aharelf,Owq,dtrlYgplas #( Io raetivt t copy of the Lltnar't No11ce qt provlda4 in Saol M 717,13 (1) (b), Florida ,eiplsa. — Y. PNrnt avmeo argr,en.r re,iry dr116rAud by Omer: 9, UP11aliplr dolt P(Avlitas Or00mmandtmam(Ihtaaplrlll0n date lllly not be be(p}p Ilia 0omP10116t P('WNIMUTllm And llnol Pa,mtdl to As dOnlrectot, but will IN i ytor e'pn d,/ dolt Of ttcordiri f Wool a dif(eram dale Is rpcolAad)! „ 20_ rc� y, rIhIn@In qA true mr ut .vlor/P.rInlMN.nigaq Orr`r (Prinl NAmr and Provide �nr,Iory't 77119. InFr) Slllt o(' County o� 'lir(tIbrtQolaY lnrsrunaenl wet teknawydLvd be(nra me this �py, . Z0• py to) iname or ptrlon) I y,�„tip. ema4 nul,n, ane msy In f1n) (nnmr -- port, an haUe wham 11113fiftildlit No a: P.namily Iblpwn — or PradVGad Idrnlillvadal t., 10.01• II(3.Ar,paln0l A•� ., I... i •;t,..f,11�Yp�;r1o1 `1v',,,. 'j • . � !_::•' a�'t' i 1. .. , :' ;7�;�•'-'l . 1. ��,(�: „ .� M '--SAY •�d9�°„... RECEIVED 0 2 21014 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT I BUILDING AND CODE REGULATIONS DIVISION 2300 VIRGINIA AVE FORT PIERCE, FL 34982 RECEIVED (772)462-1553 Fax (772)462-1578 APR 25 Z018 PERMIT RENEWAL REQUEST ST. Lucie County, Permitting PERMIT NUMBER: % �J V y 3 3 ADDRESS: 7.70 &,,&,4r I,r, LX,t1�t� 16 1 s , am requesting that the above permit be renewed. I understand that I must schedule and pass all required inspections for the permit to be finaled. Further, I understand that this is a ONE TIME RENEWAL and the permit shall expire should I not receive a passing inspection during any six month period during the renewal period. Justification e / E / r, O R LD OR C / T CTOR SIGNATURE /�. ( �4A r �1 Print Name I�1 51-6S DATE STATE OF FLO A COUNTY OF OWLEID,GED_IBEFORE�METIIHHI�Sa5� DAY OFBI'1(.d l�Y�'t �JWHO IS PERSONALLY KNOWN TO ME OR HAS PROVIDED STATE OF, FLOR113A, County OF FOR OFFICE USE ONLY: Number of Open Inspections: Total Inspections: (Divide open by total to get % of open inspections) Percentage• AS IDENTIFICATION. SEAL I(AREN S. NIELSEN My Commission Expires June 12, 2018 Original permit fee: x % ,open = $ I D 0 Renewal fee Example: [15 divided by 23=.65(%)] $175(permit fee) x .65=$113.75 (renewal fee) Revised 7/21/2014 . r3�-1215 MIAMI- ZMDE r MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC ItESOU1tCES ( RER PRODUCT CONTI20L.SE.CTION BOARD "AND CODE ADMINISTRATION DIVISION 11805 S W 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 3,15-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NQA www.miarnidade Qov/eeonomE Gulfstream Aluminum and Shutter Corpo ation 3001 S.E. Gran Park Way, Stuart, Florida 34997 SCOPE: F 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 be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). ' -This NOA shall not be, valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade° County)"reserve the right to have this product or material tested for quality assurance purposes.` If this product or material fails to perform in he accepted manner; 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 1 through 28 of 28, and sheet 28A, prepared by Tilteco, Inc., dated March 1,5, 2012, signed and sealed by Walter A. ti 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 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 a 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. sale's,.adyertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because for termination and removal of NOA. ' ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by. the expiration date maybe displayed in advertising literature. If any portion of the NOA is "displayed, then it shall be'done in its'entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors F > and shall be available for inspection at the job site at the request of the Building Official. . "This NOA revises and renews NOA # 07-0109.03 and consists of this page 1, evidence submitted pages E-1 & E- 2 as well as approval document mentioned above. -The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. Miarli rani: couNrr NOA No. I2-0323.01" ' Expiration Date: 05/29/2017 10 Approval Date: 10/18/2012 /I 8/Za Z Page 1 Gulfstre�a� Aluaaa' d Sh aaauau an utter Corporations NOTICE OF ACCEPTANCE: ''EVIDENCE SUBMITTED ` 1. EVIDENCE SUBMITTED.. UNDER PREVIOY7S API'RQVAI, # 07-0108.03 A. DRAWINGS' 1. Drawing No. 06-314, titled " Bertha BV 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., AE., on January 03, 2007. B. TESTS 1. See Association's generic approval under 06-0130. C. CALCULATIONS L . See Association's generic approval under 06-0130. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERL ,L CERTIFICATIONS I. See Association's generic approval under 06-0130. F. STATEMENTS I. 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 and Shutter Corporation to use the test results approved under Miami -Dade County Approval No. 06-0130, signed by Legny Santana. 2. Acknowledgment letter by Gulfstream Aluminum and Shutter Corporation, dated December 07, 2006, signed by Mr. John L. O'Brien. 3. Letter by Tilteco' Inc., dated December 26, 2006, certifying that the drawing (No. 06-314) prepared for Gulfstream Aluminum and Shutter Corporation, signed and sealed by Mr. Walter A. Tillit Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 05-363). 4. Acceptance Letter issued to Mr. John L. O'Brien on May 26, 2007, 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. FY i y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No.12-0323.01 Expiration Date: 05/29/2017 Approval late: 10/18/2012 E-1 _J Gulfstream Aluminum and Shutter Corporation. ..... NOTICE OF ACCEPTANCE: --...EVIDENCE SURMITTEI3 ` 1. NEW EVIDENCE SUEIV ATTEI) . A. DRAWINGS 1. Drawing No. 12-085, titled " Bertha HV Accordion Shutter System ", sheets 1 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. R. TESTS 1. See Association's generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under I1-1676. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1 See Association's generic approval under 11-1676. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated March 19, 2012, certifying this product to meet the criteria of product tested and approved, and allowing Gulfstream Aluminum and Shutter Corporation to use the test results approved under Miami Dade County Approval No. I1-1676, 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.E., is engineering wise identical to ASSA's generic drawing (No. 11-111). y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0323.01 Expiration Date: 05/29/2017 Approval Date: 10/18/2012 E-2 ULNLKAL- NU I L5: 1. BERTHA H.V. ACCORDION SHUTTER'SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. ' DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES USING ASCE 7 05 ONUNDER 20D7 INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS DARO1FOR2 THRUST &n25526. 28 & 284.FEC & ASCE 7-10 FOR IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS 13Y MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25, 26, 28 & 28A. ' IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVER STRESSED, A 33% 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 ATL REPORTS: WITH. SECTION 1626 OF THE ABOVE MENTIONED CODES AS PER -HV BLADE 10 #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05 90317.02-06 AND #0609.01-10 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. -HV.WINDOW BLADE ® #0505.01-08 AS PER TAS 201, 202 & 203 PROTOCOLS AND 0725.01708. AS PER TAS 202 PROTOCOL. -HV BLADE Q #0422.01-05 AS PER TAS 201. TAB 202 AND TAS, 203 PROTOCOLS. 2. HV BLADE 1) AND W BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 6 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. DEUMITATION OF WIND ZO VALIDITY OF COMPONENTS FOR HV BLADED NES 4 AND 5 AS WELL AS & 2I)ACCORDION SHUTTERS SYSTEMS FOR ETHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPUED FOR. -HV-BLADE QI AND HV WINDOW BLADE ® 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 # 14X2.75-AND # 14X1.75 RESPECTIVELY, 41HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.WIT YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DAGROSHIELD COATING SYSTEM AS 0- MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV 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-T6 ALLOY IS 31.7 ,ksi AND 35.7 ksi FOR 6DOS-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 ksi MIN. YIELD STRENGTH AND 90 ksi 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 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE IQ : 13. 14, 15. 16. 17 AND 28A HV BLADE 02 : 26. ' HV BLADE (D & (g WORKING IN UNISON: 13, 14 & 16. B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. 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/CAUL( ALL SHUTTER .COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS, 11. 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 H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (G) 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 P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH OR BE RESPONSIBLE FWILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT ANDWHO WILL THE PROPER USE OF THE PADENGIN . EER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PAD. ENGINEER SHALL S(IBMIT TO THIS LATTER THE DRAWINGS FOP. REVIEW. TABLE OF CONTENTS AREA 1: HV BLADES (D. O GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM ;COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 DE 1n AND HV WINDOW BLADE (I TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS FN SHEET 9 CENTERMATE DETAILS HD SHEET 1^ _ END CONNEC11ON DETAILS 1-6. CONCRETE/BLOCK SHEET 1 MAXIMUM SPAN TABLES SHEET 1' ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 1.5 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 15 ANCHOR SCHEDULE- WOOD SHEE7.ts ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R, WOOD SHEET 18 'INSTALLATION DETAILS S-X, WOOD SHEET 19 END CONNECTION DETAILS 7-12 & X, WOOD _ SHEET 20 AREA 31 HV B DE C2 ONLY 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 23 MAXIMUM SPAN TABLES ,'SHEET SHEET 24 25 ANCHOR SCHEDULE, CONCRETE SHEET 26 AREA 40 HV WINDOW BLADE AONLv TYPICAL WINDOW BLADE,& WINDOW DETAIL SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 2B AREA 5: HV WINDOW BLADE 6) ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A (e) THIS PAD. SHALL BEAR THE DATE AND ORIGINAL SEAT. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. SffE SPECIFIC FLORIDA E Rly gwithth ascomplying e L9cridn Building Coda Acacptancat a 2. 032 �p��Q,:' \GENSF''••� = �� AT „ e 4 c� �; ' E C ®o GULFSTREAM ALUMINUM .o E Ran Datc N AND SHUTTER CORPORATION 1 Hy/gyp, ''. ��;'• TILLIT TESTING & ENGINEERING COMPANY (ASSA 16 ) cI Control �A `� e3B3 N.W. 3fin' SL, Se. 303, VIRGMIA GARDENS, FLORiDA 3318 3001 S.E. GRAN PARK WAY �•1•(•�•'•• '••\`r� 1, Ph... (305)B71-iS30 . Faz (305)871-1531 o-mail: filteco®aol.eom STUART, FL. 34997 MIAMI-DADE COUNTY u,ON A��r 1 �It1 P.E. SEAL'S1GI�Gi%RE/DATF WALTEREB �R 06 1 P. E FLORIDA ua. If4a167 PH (fioo) 244-4143 FAX (772) 287-9740 )ING CODE (High Velocity' Hurricane ZDI © 2012 EASTERN METAL SUPPLY, gINC. BERTH Tm Accordion Shutter System BLADE 11 W/ OR W/O H9. WINDOW BLADE & H.V. BLADE DRAWING No 12-085 -]"0 FOR WINDOW BLADE IA �,• _ a m .. N VARIES -_.- 0 0.2ph c nor.06\6 rs. c _ 1.918" 1.491" o M.. a 0.454° .090 1.200" 4.371 ¢'SSq• 1b 33q• m4gq, (In.) iN 4.857" eP. 4.857 O HV SOLID BLADE 4999' o m 6's COVERED ONDER US PATENT # 5458179 2 BLADE .375'>, p LA HIV WOINDOW BLADES OHV UNIVERSAL FLOAT La O5 NV 90 L180e STARTER COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W QUALIFIED FOR USE HV E LIMITATIONS OF USE OF BLADE ON SHEET 28 BOOS-T5 ALLOY AND TEMPER / HV BLADE 10& 20 ®HV DIRECT MOUNT Q ® 60O5-T5 ALLOY AND TEMPER BLADE 10 ,® & 2 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-Tfi ALLOY. AND TENPER 3.356" 3.226" 1.Soo" BLADE O ,® & 2 6063-TG ALLOY AND TEMPER .670' 2.226' OB5. 6a, 70' 8 . _ in 1=1 2.670' �! .994" 6 1.000" :n o a 072 � 4.897' ___-____._-_ O 815" 2.092"- __- �+ 3.226" 0.072' � �7 1 " HV ADJ. ADAPTER WHIP 4.436" © wJ HV ADJ. FLOOR TRACK 'QUALIFIED FOR USE Hv ®HV WALK -OVER TRACK 920 QUALIFIED FOR USE W/ HV BLADE 1Q,® &C2) QUALIFIED FOR USE W HV BLADE 1 & 2 9OHV TRENCH TRACK BLADE Q ,® &© 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER O O QUALIFIED FOR USE W/ HV �� 6063-T6 ALLOY AND TEMPER BLADE (2) ONLY. `.i HV -RAINGUARD _ m 1917" a VARIES 1.915" 4m- .060" 1.936' 60fi3-T6 ALLOY AND TEMPER QUALIFIED, FOR USE W/ HV 083' 083' Max. BLADE 1 & 2. c VARIES 1.936" 6063-T6 ALLOY AND TEMPER .060' iN 1O .083" m .083" wr az. 2.035° n .100" m .093" c in m in - .. 02\A . - .060" 670 1.686' .o A .060' •' ^ 670 i m .093" .093, c m 140' .140"N 3.520' 07-1 670 r• o +� 0.220" w (LD.) 11 HV CEILING HEADER 3 0' 3529' 670 9 HV HEADER/SILL QUALIFIED FOR USE W/ HV 3.se1• - BLADEQ & ® QUALIFIED FOR USE W/ HV 13 HD CEILING HEA92 SILL 15 SHD CEILING HEADER/SILL SEE SECTIONS FOR VALIDITY BLADEQ& A QUALIFIED FOR USE W/ HV 14 Hp WAL HEADER/SILL QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR`GAUDITY BLADE Q& ® QUALIFIED FOR USE W 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VAUD[TY / FIV BLADE 1O,® &d X 6063-TG ALLOY AND TEMPER BLADE(!) & VALIDITY 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR } 6063-T6 ALLOY AND TEMPER MN % LAN Y IAK t 1" 1" UM2" 16 SIDE ANGLES QUALIFIED FOR USE w HV BLADE Q ,®& 2 5063-T6 ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (SEE SCHEDULE) 6063-T6 ALLOY AND TEMPER PRODUCT REVISED as complying with the Florid: 9oilding Code Atceptm NDIZ-0323.0 E1Llti ion Deteo n17 Ety i Od Con00l MIAMI-DADE COUNTY I P.E. COMPONENT A 8 T1 T2 BLADE UAUFlm 0 2' 5° MAX. 1/8' 1/8" HV0 18 2' S" MAX. 0.192- 0.192' HVO 19 2.5" 7- MAX. 0.190' 0.190° FMO1 A. 13�P`�CFNS`% I�3T OFv/ 0-- 11: E C TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. SI., St-. 305, VIRGINIA GARDENS, FLOMDA 33 Phone : (305)871-1530 • Fax : (305)871-1531 e-In011: 0lteco®ool.- 1D3-0006719 WALTER A TILUT Jr, P. E. FLORIDA U. # 44167 % Y t 2' 1 2' 0.125" 3" 3" 0.090" X ©0 CORNER POSTS QUALIFIED FOR USE W HV BLADEQ,® &U 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zo 02012 EASTERN METAL SUPPLY, INC. GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA # IS) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 24-4-4143 FAX (772) 287-9740 ®166%d rl A my TM Accordion Shutter System W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE # DRAWING No 12-085 4.576" 2.293" .745" (tsp. m 0 '0 c .062' 1.325" 0.2_ 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1Q& (B ONLY 6063-T6 ALLOY AND TEMPER, 2750' I 1 2750' PLAN FRONT ELEVATION LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE Q ONLY 6063-TB ALLOY AND TEMPER 1.917 M.1 31 HD CENTERMATE W 0 OCKING ROD QUALIFIED FOR USE W/ HV BLADE 1 & 2 6063-TS ALLOY AND TEMPER VARIES, 12' MIN. 1/4" 0-20 SS. DR 3/e'a-,6 ACETAL THUMBSCREWS. (SEE DETAILS) LOCKING ROD f QUALIFIED FOR USE HV BLADE Q ® & 2 !!�� 6053-TB ALLOY AND TE MT PER IL @INSTALLATION WILL REQUIRE A 7/16" HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT (22 HV FLOATING CENTERMA: E"�\" QUADfIED FOR USE W/ HV BLADE 1 & A ONLY ,1/4"-20x1/ ' 1/4'-20 ,IE CAST " FIAT HEAD THREADED HOUSING ENAMEL 1/4"-20 S-S BMW PAINTED . (2 TrPJ •o TIQtEAOEO M CAST HOUSING ENAMEL F—SRASS m m mnRESS TURN_KNOM.875' .318 BRASS CYLINDER NDER 'o as • • PL.AT'�EO� (CHROME (CIa20ME PLATED) 1.3zs " m " HV LOCK — ® ® HV EGRESS LOCK .875" QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER i HV CORNER CENTERMATE BLADE(1) & ® ONLY. BLADE 1Q & ® ONLY. Q ALIFIED FOR USE W/ HV BLADEQI ONLY 2.874' 6063-T6 ALLOY AND TEMPER 1.756' 4.045' 2 2,079' 1.753" 1` N Ggti p� 1� G Pj N m n M m m �aA is HV MALE I T' LOCK CENTERMATE 4.566 a22° QUALIFIED FOR USE W/ HV BLADEQONLY 0 HV FEMALE "T" LOCK CENTERMAT ®HV "T" LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE (1�ONLY QUALIFIED FOR USE 6063-TS ALLOY AND TEMPERR'' W/HV BLADE 10 ONLY k.L' 6063-T6 ALLOY AND -TEMPER 1.130" m m 375'a © HV 3/8"0-16 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1Q& Q t,,l� A. TQ 8F'.�� PRODUCT RFVISED as complying tvilh the Florida �A,t4t��;: Building Cod' Acceplonce No I - ID Expi hon DeleO 10ad u.ConDDI .' MIAMI—DADE COUNTY I P.E. S ®3 HD CENTERM/ATE'S INSERT QUALI 6063-TTS ALLOYWANDH TEMPERED' lA &O2 fi/2" it t/a'D m-20 AISf 304 Ef�[_ES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & @ i�LME_C Om�. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 35th. SL, St.. 305. VRGINIA GARDENS, FLORIDA 33 Phone : (3DS)871-1530 . Fox : (305)871-1531 e- 11: Ulteco¢)aol.com EB-000s 19 WALTER A TILUT Jr, P. E. FLORIDA Uc. ® 44157 250" O.D. 18" PLASTIC HEAD o518 MOLDED TO SCREW n � .825' ,360" AFTER RIVETING 1 /4"A-20 X BEFORE RIVETING S.S. THUMBSCREW '1,L4"—20 RIVNUT* SERIES 9444 ALUMINUM (2024-T3 KIM LARGE FW4GE SHEET NUTSERT. PART @`0820, AS -MANUFACTURED BY AVDI CHERRY TEXTORN. PARSIPPERY, NEW JERSEY 07054 OR EO_:= HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 10 ONLY. m o 00 o C .0, 00 ) TIUMBTURN CYLINDER OR _ `KEY CYLINDER ., 0.575" Min. 1 .125" Max. m m o THUMSTIRN CYLINDER OR KEY 1.57 M(n. CYLINDER 1.78" Max ® HD LOCK. BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE Q & O BUILDING CODE (High Velocity Hurricane Zone GULFSTREAM ALUMINUM 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 Hv Accordion Shutter System . BLADE J1 W/ OR W/O H.V. WINDOW BLADE & H.Y. BLADE R2 DRAWING No 12-085 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 1 AND HV BLADES. 0 J HV BLADE 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 4 HV 1- 3/4" ACCORDION PIN W/ #8 HEAD * 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR HV (9 BLADE. (2) HV PIN (g MAY BE USED IN LIEU OF © AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO2 BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "DD", SHEET 22. (3) HV PIN © OR © W/ 1/2" C.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEETS 11 & 24. A1A111�P�GEN F'r`�9 PRODUCE REVISED BuildiPlng Codat�ith 1he Florida OFy i•� MIAMI—DADE COUNTY IP.E. 38 I 3 •� ! I I z cYi pll� I EXTERIOR or r14, I i ®or ®3 (SEE NOTE FOR REQUIREMENTS) jZV (3 0�Q+ �F 38 NIA. TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" Ib0.324' TYP, WHEEL CARRIAGE DETAIL N.T.S. - Z�T::l �LTE C �0, TILLIT TESTING & ENGINEERING COMPANY 8355 NW- 36th. St., Ste. 305. VIRGMA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e—moo: Olteeo®aol.— EB-0006719 ' WALTER A TRUT Jr. P. E.FLORIDA Uc. g 44167 EXTERIOR I I or HV PIN ® OR ®.AT EXTERIOR _ BLADE'S KNUCKLE. 3 (SEE -NOTE *. FOR. , ' `REQUIREMENTS) _ASSEMBLY LAYOUT N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone © 2012" EASTERN METAL SUPPLY, INC. GULFSTREAM ALUMINUM 13ERTHA HV TM AND SHUTTER CORPORATION Accordion Shutter System (ASSA # 16) ' H.V. BLADE $1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE LV. No DESCRIPTION DATE I Drown b . F.P./AG. 3001 S.E. GRAN PARK WAY I OLD 06-314 03 15 12 I DATE: 03/15/12 STUART, FL 34997 2 DRAWING No PH (800) 244-4143 FAX (772) 287-9740 a 12-085 SEE CONN DETA SHE FULL „apa,,s pae®� W V W V 10+15�Q+�3a1Q+QeR - ©+O�OeR©•O•,B OR O• ®�Q• 180R®i � OR ®+180119+©3oR19+� TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. PRODUCT REVISED 05 complying with 1he Florida Boildiog Code Ftaeptance No LZ - 03 Z3. MIAMI—DADE COUNTY I P.E. OF CORNER CENTERMATE * NOTES ON HV LOCKS AND CENTERMATES 1. MANDATORY ONDR10N A1. ONE HV LOCK ® or @ SHALL BE USED AT 1/2 OF SHUITER.SPAN FOR ANY SPAN OR 12" ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTA TIONS AT ANY ELEVATION. I-V LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OFLOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. . 2. S.TWO HV LOCKS OR OR ONE HV LOCK OR W/ TWO LOCKING RODS AT TOP do BOTTOM SHALL BE SED F ANY SPAN AND INS ALLATI q ANY ELEVATION. HV LOCK ®OR ®SHALL BE ATTACHED TO 6 OR © CENTERMATES W/ SAME -SPECIFICATIONS AS PER SHUTTERRY CONDITIONELEVATION. MAXIMUM SHUTTER1. LOCATION FSPANKSHALL BE DETERMICKS AS NED AS PER SCHEDULE #3 ON SHEET TYPICALLE SHALL BE AS INDICATED ON . 3. • IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY.PURPOSES, UP TO TWO HV LOCKS tcy9 OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. _ LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. _ 42 IS USED W/TWO HV LOCKS)- LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT N'` BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVIC' MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). - 5. MANDATORY CON12MON A • ONE HV LOCK ®r @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS .AT ANY ELEVATION. HV LOCK (. or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED.ON TYPICAL SHU MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEEr'12 RE.R ELEVATION.. 6. FIRST ALTFRNATF.Tn maunnmw tNJIAIJATI0N5 AT ANY ELEVATION. ALTERNATE LOCK ' '" ` , '7 - r�9—ry AMr SrAN AND " OF 1/4'0-2Dx3/4" S.S. THUMBSCREW TO OR ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT ® ® CENTERMATES SHALL BE MADE W/'1/4"0-2ox3/4" ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2' OF SPAN O LOCKS AT 1/3 OF SHUTTER SPAN. R TWO *NOTES ON HV "T" LOCKS AND CENTERMATES - 1775TALLATIO AT ANY ELEVATION.CALT7✓RNATE BOCK ST®ALLED IBE USED AS ANL�NSIOE®R 0 SIDE L 0� SPAN ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CEFITERMATES ® AND ®9 W/ 1/4"0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/B"0 x'3/32" WINGNUi OR W/ 1/4"0-20x1° S.S.M.S. INTO A 1/4°0x 5/B° RNNUi. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ®TOP AND BOTOM IS MANDATORY. *ZIOTES ON HD LOCKS &CENT RMATES T' ONE ALTERNATE HD LOCK 3� MAYBE USED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK TO ® IS W/ 3 ®B x 3/8° F.H. S.S.M.S., AND INCLUDES . REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HDB-HAND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12° MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY oPTIOHAL IRL I EC®.N�. TILLIT TESTING & ENGINEERING COMPANY 0355 N.N. 350, SL. StO. 305, MGM GARDENS, RORIGA 33 Phone : (3D5)871-1530 , Fax : (305)871-1531 a—matl: Ultaw®aol.00m EB—OD06719 WALTER A TILUT Jr. P. E. FLORIDA Uc, g 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone © 2012 EASTERN METAL SUPPLY,.INC. GULFSTREAM ALUMINUM BERTHA HV TM 1'AN®.SHUTTER CORPORATION Accordion Shutter System (ASSA W 16) H.V. BLADE #1 W/ OR W/O H.V. VINDOW BLADE it H.V. BLADE J 3001 S,E, GRAN PARK WAY STUART, FL. 34997 PH (500) 244-4143 FAX (772) 287-9740 DRAWING No 12-085 POURED CONCRETE POURED POURED OR CONCRETE BLOCK CONCRETE CONCRETE REQUIRED REQUIRED REQUw RETE ANCHORSCONCRETE ANCHORSSCHEDULE ON (SEE SCHEDULE ON SHEET 13)120R14 _OOR 1 S rEQ�EQ ACHINESC/REWS B.S. 7/,�/ USING 1/4"-20 NUTS QA HV WALL HEAncR INSTALLATION OR @* �® 12" )) OR I — OPTIONAL MIN. GLASS SEPARATION -(SEE SCHEDULE ON i SHEET 12) I I r .I HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS SEE SCHEDULE 0 SHEET 12) L- OPTIONAL CONCRETE ANCHORS MACHINE SCREWS '(SEE SCHEDULE ON -w/ 1/4"-2D SHEET 13) - NUTS ® 12" O.C. - - .[. I 1 3 OR 15 D.. {\ - 11 1 11 Max. I � t j OPTIONAL 11 MIN. SEPARATION - 1 TO CLASS - I EXISTING (SEE SCHEDULE ON GLASS-i SHEET 12) .. I © HV WALL HEADER INSTALLATION i MIN. SEPARATION EXISTING I TO GLASS I t 1 wl, HEDULE ON- SHEET1 i 12) t I ONALMax.Max. 13 oR 15 i 1/Ji p 13 OR ----- 12oR14 -_ -- t/a'e-20x3/a" S.S. 1' ED EO 1/4"0 TRUSS HEAD M1E�n' ONCRETE ANCHORS QOR 18 MACHINE SCREWS USING CONCRETE ANCHORS - 1 /4"0-20x3/4' S.S. PHILUPS (SEE SCHEDULE ON SHEET 13 1" 1/4"-20 NUTS ® 12" O.C. ;SHEAD ACHH' ® SCREWS POURED CONCRETE ) Min. POURED CONCRETE SCHEDULE OR CONCRETE BLOCK OR CONCRETE BLOCK WALL REQUIRED Op HV WALL SILL INSTALLATION NCRETE ANCHORS REQUIRED POURED CONCRETE SHED SCHEDULE ON OF HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED NOTE OF O HV WALL SILL INSTALLATION INSTALLATION DETAILS Wf n HV- BLADE & FOR COMBINATION 1— SEE SHEET 4 FOR TYPICAL SHUTTER # E. 0. a EDGE DISTANCE (� H V+ 1 H V BLADES) AS APPLICABLE . ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) ♦SEE UMRATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED BLADE IA ON SHEET 26 " . IN ANY WAY TO SUIT ANY INSTALLATION. ' r FLORIDA BUILDING CODE (high Velocity Hurricane Zone off, :0, ��E�; e• ©2012 EASTERN METAL SUPPLY• INC. PRODUCT' REVISED e1`� w complying with The Florida ��` f �EAWj :v1� LCULFSTREAM ALUMINUM BERTHdC imTM T3aT,p Co°°Accordion. Shutter System Expi umcatao-o323•eI �LTE_�C_01Nc. AND SHUTTER CORPORATION T xpT uanL"a e 7A)7 }� ` (ASSA # 16) H.V. BLADE �1 W/ OR VI/0 N.V. WINDOW BLADE & H.V. BLADE gy ijl � �FA TILLIT TESTING & ENGINEERING COMPANY REV. H DFSCRIPTION DATE oD... b : F.P. A.G. NVen: act cannot �_''>i ��1tttt OF ,� 6355 N.W. 36N, SL, St.. 305- VIRGNIA GARDENS, FLORIDA 3316 3001 S.E. GRAN PARK WAY t OLD 06-314 03 15 12 DATE: 03/15/12 DRID 'c. 1 Phone : (305)871-1630 . Fax : (305)571-1531 2 -t�Lf+''•••........••'' �� 11` o-moll: bTte..9.0 com STUART, FL 34997 DRAWING No s/ONAL 01'1 WALTER a niur �, P. E. PH (800) 244-4143 FAX (772) 287-9740 3 2 WING N FLORIDAU.. � 44167 4 MIAMI-DADE COUNTY P.E. SEAYit3�P14AfiURF/DATF t POURED CONCRETE'ANCHORS' I - - CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) i MW. SEPxunoN I I ®O To GUIs i 1 OR EDGE OF (S�EE1EEf I 1,12 FOR MADE I I . O• APPLICABLE T✓ ISTING I HBO& F®Qi I ro � +i 1 EXSCHEDULE ON7- (slE GLASSY I \ EDW 1 I M ALTERNATE iiI i i i ANCHOR I i LOCATION I I I .. - ' I i 1 1 OR 13 DR 15 N 11 Ox3/4" HEX WASHER HEAD EXISTING i J/e' MIN. TEK SCREWS ® 12" O.C. GLASS II W.. M CONCRETE ANCHORS EXISTING I (SEE SCHEDULE ON SHEET 14) ' GLASS—' 8 I I III I wit E�SAPAiIOv ' I EDGE OFF E E¢" SLAB IF I I 1 2 i EDGE OF .APPLICABLE / 1� EDGE OF TSOmIAoN(s�1,ET FOR�,y� ION RI I I I ' W SLAB IF E.Q. q� SLAB IF APPLICABLE APPLICABLE ' POURED . m SON i EIA�p&® I ♦ i i 1 �R ® CONCRETE POURED ' I I REQUIRED D." I CONCRETE E., 0.* . -- ' - REQUIRED FLAT 'HEAD CONCRETE ANCHORS ' (SEE SCHEDULE ON -SHEET 15) © HV CEILING INSTALLATION QI HV FLOOR INSTALLATION t QI HV WALK —OVER INSTALLATION IlwTo GLASS I I'—(sE0 SCHm= oN I +i I I I ' 1 CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING' Iy I I GLASS I EXISTING I I SHEET 15) MIN. N. SEPARATION I I III EXISTING . i i 10 iiI \ III TO CUSS I I�' GLASS --I MIN. SEPARATION (SEE SCHEDULE 0 I 1 ITO GLASS i _ I SHEET 12) i (SEE SCHEDULE 0 ii II SHEET 12) I I - .. rrrlhhh I i i MAX. i ✓?i 1 1 �� OR 1 rj I I 014x3/4" HIX HEAD i iER 1IiN. 1 B.10x3/4" HEX WASHER sCREWs OR t/4"0-20 S.S, M.S, i CONCRETE TEK SCREWS 0 j—' 12.' O.C. W/ NUT tD 9" O.C. i ANCHORS (SEE SCHEDULE ON �, - --- - - A + 7"I J/ 0143/4" sm.5: - SHEET 15) n 1 o 9o. C. - " t -- - Maz. I 17 OR 113 1 /S" 1 7/8EDGE SLAB IF 814.3/4" F.H. S.D.S. E.D APPUCA13LE CDNCRETE ANCHORS ®9' O.C. ' •D POURED CONCRETE (SEE SCHEDULE ON EE NOTE 13(b) OR CONCRETE BLOCK SHEET 15 POURED CONCRETE ON SHEET' - ) OPTIONAL POURED CONCRETE REQUIRED REQUIRED OR CONCRETE BLOCK REQUIRED " OK 'HV - WALL FLOOR lav RAINGUARD INSTALLATION t INSTALLATION © HV WALL WALK —OVER INSTALLATION CO NOTE FOR COMBINATION OF S CTIOM INSTALLATION DETAILS Wf -U- HV BLADE & NO�7 ,• t- SEE SHEET 4 FOR TYPICAL 'SHUTTER ASSEMBLY ° E. D. =EDGE DISTANCE /\-- THIS INSTALLATION SHALL BE ( H V + \ 1!y/ HV BLADES) AS' � AP P LI C A P,1 7 REMOVABLE WHEN PERFORMED 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE SPECIFICATIONS ON SHEET 14 ) ADJACENT TD AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR t OR ENTRANCE BLADE 1A ON SHEET 28 1`,�. FLORIDA BUILDING CODE (High Velocity Hurricane Zone .. VL A" �'e`II'I- ©2012 the REVISED°"d 1,j1 EASTERNPRODMETAL SVPPLY, INC. f rIXDENS / d,➢ Bucomplyingld Bw7ding Cade +++++,fie ? GULFSTREAM ALUMINUM BER 1rHA HV TM . �' ••.• • No Z—o32;0I Expi Expi Lionio.Dale �' 1 L E C ®INS. AND SHUTTER CORPORATION Accordion Shutter System 8y + ! (ASSA ) H.V. BLADE W/ OR W/0 H.V. WINDOW BLADE 8c H.V. BLADE a � �1 7t # 16 A71roDi at Contro TINT TESTING & ENGINEERING COMPANY REV. No DESCRIPTION DarE D.- -, F.P./A.G. \ STATE OF &155 N.W. 3nth. SL. S,". 305, mRGiMA GARDENS, FLORIDA 33,5 3001 S.E. GRAN PARK WAY f OLD 06-314 • 03 15 12 DATE: 03/15/12 �ORID•P".\��f1 �+ Phone(JOS)8m1o®-tift0006�ol.cam05)071-1531 SMART, FL 34997 3 .......... y DRAWING No MIPMI—DADE COUNTY LS/ONAL�N61eIII wALmt n. IJF. P. E. PH (S00) 244-4143 FAX 772 287-9740 4 12-OR5 P.E. SrE?1k4��iSRF/DATE FLORIDAA LIe. (44167 ( ) OUT 1 2"x2"x1/8"xO'-2 (6063—T6 ALLOY) ALUM. ANGLE W/(2) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & (a)110x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) -- �I 5 tN SHEETS 11 & 20 SEE NOTES ON LOCKING RODS Q , HV LOCKS D or I N EXISTING GLASS INSTALLATIONS W/ 1 HV AND ALTERNATE HV LOCK ® ON SHEET S. BLADE SLACK DErAJL IS VAUD FOR ALL BLADE W H V CENTERMATES ** CENTERMATES APPLICATION WITH B1ADE01 10+ 15 "`0+,3aFQ+0� CR SEE END WALL CONNECTION 18 aF EXISTING GLASS DETAILS ON SHEETS 11 & 26— 1B+QORQ+®OF®i�aR __ ®+®°R 19+©DRjg+� 3 1/4" 7" 1/2" #10z3S.M.S. ® O.C..C. FULL LENGHT'HT, , �I OPPOSING CENTERMATES �HV LOCK o o � ®'" * 35* 6 1/2 IN 7" SYMMETRYCAL CENTERMATES_. W/ HV LOCK �_ o �r 35* 3 ^I 1/2• Z, 1/2" aF®°"10- 1o+ls«©+13aR1©+©,F HVA ©O �QOR©+O+ aRI ^pfISTINC I + ®oF Q+ ®a+®+ @ of —� j GLAss 8 « ©8 of 19 _ 5..19 + T rLAss 1 T— J cT!`s; r c MIN. A FIN TD GLASS 3 iEE SCHEDULE O OPiIONAt. SHEET 12) ' (INTERIOR) L _ _ _ OUT o• (ExrERlo® Nvr� OUT * 5 ,t��,1��R p. PRODUCT REVISED .. w complying wilh the FloridajGE Building code AvcExpli -.n o —2 2 ol 0j. Expl 'oa Dat 1j � MIAMI-DADE COUNTY I P.E. QVD ------------ SYMMETRICAL IN I CENTERMATES W HVE —�'-- IL ECO,mc. TILLIT TESTING & ENGINEERING COMPANY u* 6355 N.W. 361h. SL. Ste. 305. VIRGINIA GARDENS. FLORIDA 33 .. Ap ` \ Phone : (305)871-1530 . Fax : (305)871-1531 e—ma 10teeocool.eam ,IAt EB-0006719 WALTER A TILLIT Jr. P. E. L,,1 17F /T1ATF FLORIDA U.8 44167 m © v IOUTI MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET .12) ' POURED CONCRETE OR CONCRETE BLOCK WALL .1. rREOU#ED HVF** FLORIDA BUILDING CODE -(Nigh Velocity NuTTicone ZonE CULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA g 16) 3001 S-E. GRAN PARK WAY STUART, FL" 34997 PH (800) 244-4143 FAX (772) 287-9740 02012 .EASTERN METAL SUPPLY, INC. BERTHA H im/ Accordion Shutter System H.V. BLADE #1 W/ OR'W/0 H.V. WINDOW BLADE & H.V. BLADE REV. No DESCRIPTION DATE Dmxn- b . F.P./AG. 1 OLD 06-314 ' 03 15 12 DATE: 03/15/12 2 DRAWING No 12-085 3 4 ALTERNATE INSTALLATION W/HV "T" LOCK �� HV SEE END CON Cum DETAI a QN SHEETS i1 & 20 MALE/FEMALE "T" LOCKS CENTERMATES n n it (6063—T6 ALLOY) ALUM. lk ANGLE W/(2) 1/4•0 TAPCON ANCHORS TO CONCRETE i (TOP/BOTTOM) h (4)#iOz1/2• S.M.S. TO TUBE AT EACH ANGLE. (TYP) I �� 1/2�1/2• * SEE NOTE 6 FOR HV LOCK , "T" LOCK, ON SHEET 5. 1• SERIES 9444 ALUMINUM (2024—T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART v 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN. PARSIPPENY, NEW JERSEY 07054 OR EQUAL. C7NEXISTING GLASS T.I V I BLADE 1Q SLACK DETAIL HVF, INDICATED ON SHEET 8 ©® O Q7 O O AS WELL AS UNIVERSAL FLOATING BLADE p3 DETAIL IIDD—HVD , 1 oa oa 6 + oq $ Ga 10 + 3 ca INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE 10 * 1 $ ©+ OogQ+Q pq INSTALLATION DETAIL HVG SHOWN IN THIS SHEET ©+O +Qpp©+O+ 18 pR Q. ®paQ+®ca®+S_EE END CONNECTION DETAIL opt SHEETS 11 & 20 ®*®oaL9+134a19+©5 1/2 � L - - - - - - - #10z3/4• S.M.S. ® 12• ------ * — — — — — — — — — — — — — — — — — O.C. TELL LENGHT. — — — — — — — — — — —'— — — ---� IN } 3 30 HV "T" 30 HV.'"T" MIN. TO SEP G t -/ LOCK (INSIDE) 1 3 LOCK (INSIDE) (SEECHDULEON �/,� 1 — - _---- --------- l 5 l� / l' J 1 28 30 HV "T" LOCK (OUTSIDE) 28 r- 29 . `U OUT 35 35 1/4" 0-�20 x 1 1/2" S.S.M.S. 27 W/ 7/8 0 x 3/32" WINGNUT. NYLON.. -SCREW HEAD 26 1/4" 0-20 x 1" S.S.M.S. W/1/4"O x 5/8" RIVNUT t• @ HV ""T" LOCK (OUTSIDE HVG* SH 12) PRODUCT REVISED 1V as complying with floc Florl& �me le =ND z �pp 2_ °3 ° \F\\.ya�•�GENSF No. 44167 e Expl 'an Dated Z. 017 1, L E C TILUT TESTING & ENGINEERING COMPANY By S ` '� �L: A�\\\ �. �/ bum Dade ica I — Q. �: \\ 6355 N.W. 36h SL, Ste. 303. VMNIA GARDENS, FLORnoA 3,31 '�S�'ONA�G�IIt't • Phone : (305)871-1530 . Fez! (305)871-1531 a-maR: tifteco®0ol.com MIAMI-DADE COUNTY ....6719 ..F I P.E. SEAL /SICNATIJRF/nATP• WALTER A��LIT Jr. P. E. FLORIDA Uc. # 44167 GULFSTREAM ALUMINUM PAND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 CODE (High Velocity Hurrican 2012 EASTERNy METAL SUPPLY, INC. BLADE #1 W/ OR W/O N.Y. WINDOW BLADE A H.V. BLADE DRAWING No 12-085 SEE END WALL CONNECTION DETAILS ON SHEEIS 11 20 - OUT g0 IN `(�IXISi1NG GLASS INSTALLATION n HV BLADE W/ HD CENTERMATESSEE � LL' To �°R© � ` ®°" END CON ECTION DETAILS ON SHEETS GLASS . ------------ 8aR19+ 3oR19+ 5 --- —EXISTING -------- --------.------—(j (6063-75 ALLOY) ALUM. ANGLE w/ (2) 1/4.0 I10 1/2' 35 * 35 TAPCON ANCHORS TO CONCR- (T0P/BOTTOM) (4) g14x1/r S.M.S. x 3 4 S.M.S.(OPTIONAL) O.C. / M.S. ®12' MIN. GLASS ON (4) H.V. ) * 4. (OPTIONAL) ' ' To ANGSEE UBET EACH LE. (TVP) rJ I SCHEDULE (ON SHEET PINS hvo 12 `11 ) N (4) H.V. 33 - N T— a s r 6 1/2- PINS (TYP.) a s s 1/2, O HDA-14VA * SEE NOTES ON LOCKING RODS @ do HD (D LOCKS ON SHEET .9 ** UNIVERSAL FLOATING BLADE(]) DEi AIL HDD-HVD IS VAUD FOR ALL CENTERMATES APPLICATIONS wrrH BLADE 1Q PRODUCT REVISED as complying withthe Florida IS in& Code Aeeeptmee Na Z-o323•0) nDaleo 0!7 � � h718fn1 uct Com1O1 MIAMI—DADE COUNTY P.E. - —t •--I-- — A[-- --- -I—CC— - 31 OR 32 33 31 oR 32 31 * 4 35 * HDB-HVB (Op"ONAL) OUT SYMMETRICAL HD CENTERMATES W/ ( ! LOCK (EXTERIOR) HDD-HVD** JivENSF :`i'p' i0.4416 1L ECQINC. � "•' t�,X�� T1LLIT TESTING &ENGINEERING COMPANY �ZnR!0 �` 0355 N.W. 5OLh. S1. Ste. 305. NRGVIIA GAROENS, nDRMA 331 •...., S10NA� E� ;11111 Phono : (305)871-1530 . Fax :05 871-1531 1.com ) a—mo®—MO 719 WALTER A MLtlr Jr. P. E. L/SIGNATIIRF/T14TF FLORIDA Uc. # 44167 Tn� 0000i OR 32 35 31 OR 9 (OPTIONAL) ...HDC-HVC SYMMETRICAL HD`CENTERMATES W LOCK INTERIOR .1 oq oa 6 «Om 10 + 15 0 ©+ QaRQ«© oa ©�0..+©oR©+O+ 8 oa 15 --------- 8 +©a1 19+©oR 1g+O GULFSTREAM ALUMINUM AND SHUTTER CORPORATION OSSA # 16) - 3001 S.E. GRAN PARK WAY. STUAM FL. 34997 PH (800) 244-4143 FAX (772) 287-9740 1 CODE (High Velocity. Hurricane Zone 2012 EASTERN METAL SUPPLY, INC. BERTHA ITV. TM :,ordion Shuster System 1 W OR W/O H.Y. WINDOW BLADE & H.V. BLADE 0 3 DRAWING No 1 I --T-- 12-085 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE 17 REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRE[ EXISTING GLASS EXISTING GLASS Ell-rZEANCH�OR/ EXISTING CLASS ' O.C. — - 2".MIN EXISTING GLASS 1� S MIN. SEPARATION — — 2" MIN. — + TO GLASS (SEE , I'.~ z MI�( N. SFPARAnCN SCHEDULE ON SHEET FAN -7 SEPARATION 7 EQ i i El TO GASS (SEE 12 FOR BLADE IDAND TO GLASS (SEE I I .. MIN SEPARATION j I I SCHEDULE ON SHEET 7/16"x3'• MAX. ON SF�Ef 28 FOR SCHEDULE ON SHEET i TO GLASS (SEE 12 FOP. BLADE QPNff I - SCHEDULE ON SHEET ON SHEET 28 FOR (6063-T6) 12 FOR BLADE CONT.�& �) 12�F�R ,QHEQ 28 F�'WD C QMd (LOCATE ID \L- _ _ BILGES 9c ALUM. CLOSER BLADES & 1/2" p� O& FOR 9 EITHER SIDED-� -` PLATE (LOCATE 7/2" / OF 5Q) AT EITHEORF Oj MIN ' I ' 1/2" MIN. I {.USE 1" OR 2" MAX. 110x1/2" S.M.S. 10x@ 1" S.M.S. is" O.G. _—_—_ ALUMINUM CUP)ANGLE B"x0'-2" � 16" O.C. ----_ 1 (6063-T6 ALLOY) AT MIDHEIGHT 4 / 4 (1) g10xt/2" S.M.S. To ® & (2)1/4"0 TAPCONS ANCHORS TO ' 5 SEE DETAL X FO • WALL AT 1' O.C. (LOCATE AT • SIDE CONNECTION 1 OR ® EITHER SIDE OF®) 1 1 OR SEE DETAIL X FOR )�R& TO TRACKS OR Q SIDE CONNECTION ee 6 7 a 8 on 0 • SEE DETAIL X FO ©°q w 6 •�a 8 10 •pm TO TRACKS oR e. 6 • 7 Bow 0 •pan ©°"® O'O O ®p1 SIDE CONNECTION 4 °"©`�01� 10 •®°' to•�5�© 0'©.©� 10, 1o•Qs�©•Oa©•©� TO TRACK 10,0„©,®„®,©,� O'O'©�O'O `O ©•07 •©O'©.O.®0e 6 +O 1.©°R©•O•�a ®+©8 a+O9.©w1®.O O �O'0 ®�� ® ®•0°'®.®w19•�6 tBO•p+w l9•®wl®•� END CONNECTION DETAIL T END CONNECTION DETAIL 2Q _END CONNECTION DETAIL 30 END CONNECTION DETAIL POURED CONCRETE OR di 'REQUIRED ONLY.. FOR SPANS GREATER THAN 12'-0" / — — — — — EXISTING GLASS CONCRETE BLOCK WALL EXISTING REQUIRED GLASS q. 4 / MIN. SEPARATION #1 1/2• s.M. FaN sfrAaAnoN7/ ---------- ro G;LASS (SEE o 18 .c. TO GLASS (SEE -- Y "------ ------ ------- SCHEDULE ON SHEET / SCHEDULE B AD (D 6 OR®OR 1 1 OR 72 FOR 1312E Q) CON[ ETE 1 2" MIN. 12 FOR BtPDE PMl ________ ON SHEET28 FOR ANCHOR ® CONCRETE BLADES 1Q& ® 1 BLADES O)& 1 Q _ OR 13 OR 1 OR 1 ANCHOR 5 ® , 6" �EQ O.C. _ ___"(W /2" MIN. EQ6 OR®OROOR2" MIN. ♦ SEE UMRAnONS OF USE FORO BLADE 1�ON SHEET28 'I OR(3ORq OR5 VIEW1 oR®• PLAN0POURED CONCRETE OR 1 ®Q 6.7 0 6 a1o. 30 DETAIL X CONCRETE BLOCK WALL \\\ ©'�O1Q�10'®°R 10'®O1©•® •©ee - . REQUIRED �,D•®.�©.pap.®„ O 6 • 7O ©OHO 6 •Q`®R1 END INSTALLATION.'" ©`O ©�©O ®� •O�©•O�©•O� n HV BLADE OR R HV WINDOW" BLADE INTO © END CONNECTION DETAI"�`� CONCRETE OR CONCRETE BLOCK WALL.--' L ® ®•p�0•®�19.0 CONNECTION ETAIL © --- FLORIDA BUILDING CODE (High Velocity .Hurricane Zone A. ©2012 EASTERN METAL SUPPLY. INC. PRODUCT REVISED GULFSTREAM ALUMINUM BERTHA RV TM. ILa complying xith the Floridr. Building Code ` 8 L E C ®iNr. AND SHUTTER CORPORATION Accordion Shutter System Aeceptnna, I?.-932 0l Expi ion Date 2a/7 '/t /�- ��.v� * (ASSA 16) H.V. BLADE #1 W/ OR W/0'H.V. WINDOW BLADE 8 H.V. BLADE.# By 'a STATE F TILLIT TESTING & ENGINEERING COMPANY Ev. N DESCRIPTION DATE D,w b , F.P./AG. I+SDmilJede dControi ••• : kr �� S355 N.W. 3511. SL. Ste. M. VIRGPM GARDENS. FLDPoM 3310 3001 S.E. GRAN PARK WAY -t OLD 06-314 03 Phone : 15 12 DATE: 03/15/72 ., ............` 1t (305)871-1530 . FOx : (305)871-1531 2 +S°AONAL �N�jQ,,i wALTEREB nL 5 Jr' P E STUART, FL. 34997 3 DRAWING No \ ~I �AAAf FLORIDA Uc. T 44167 PH (800) 244-4143 FAX (772) 287-9740 4 2-085 MIAMI—DADE COUNTY P.E. SEALYSG%�NATILRF/ ATG " SCHEDULE �1 SCHEDULESCHEDULE 83 - -- MAXIMUM SHUTTER SPAN *'L+" OR "L-" (ft.) FOR INSTALLATIONS W/ symmETRICA1 CENTERMATES, ® & 0 or I or 0 W/ ONE HV LOCK Z9 or or. ® or HD LOCK W/ NO LOCKING ROD - ® OR CENTERMATES & Zo W/ ONE HV LOCK i� W/ TWO LOCKING RODS ® TOP & BOTTOM ♦(SEE NOTE t) MAIOMUM as.0 DEMON LOAD (p.m.) (+ OR -) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/CFJLItJG. MOUNTING L f (h) L - (R) L + (R) L - (IQ 30 13'-2" 16'-0" 13'_2" 16'-0" 35 12'-B" 14'-10' 12'-8" 14'-10" 40 12'-3" 13'-10" 12'-3" 13'-10" 45 11'-11" 13'-1" 1V-11" 50 11'-7" __Ti 12'-S^ 11'-7• 1 V-5` 55 -4" 11'-10" 11'-4" 11'-10" 60 11'-1" 11'-4' 11'-O' 11'-4" 65 10'-10" 10'-10" To -7^ 10'-IO" 70 10'-G" 10'-6' __TO -2" --To -6" 75 10.-1.. 10'-1" 9'-10" 10-1' 80 9'-10" 9'-9" g'-7" 85 9'-6" 9'-6` 9'-3° 90 9'-3" 9'-3" g'_p" 9•_3- 95 9'-0" B'_9" g'_O" 100 8'-9" 8'-4" 8'-6" 8'-9" 105 8'-7" 110 8'-4" 7'-7" 8'-2" 115 V-2" 7'-3" g'-0" 7'-7" 120 8'-0' 6'-11" 7'-10" 7'-4' 125 7'-10" 6'-8" 7'-8" 7'-0• 130 7'-8' 6'-5` 135 7'-7` 6'-2" 7'_4" g'_g• 140 7'-5" 5'-11" '145 T-3" 5-9" 7'_I" g•_p- 150 7'-2" 5•_7• 7'-0" 5'-10" 155 7'-0" 5'-5' -1 6'0- 160 6'-11" 5'-2" 6'-9" -5" 165 6'-10" 5'-1' 6'-8" S'-4" 170 W-S" 4'-11" 6'-7" 5'-2• 175 6'-7" 4'-9^ 6'-5" 5'-p• 4'-10" 185 6'-5" 4'-6' 6'-3" 90 6'-4" 4'-5' 6'-2" 4'-T 95 ]205 6'-3" 4'-3" 6'-1" 4'-6' 00 6'-2" 4'-2" 6'-0" 4'-5" 6'-0" 4'-1" 6'-O" 4'-3" MAXIMUM. SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ OP O NG CENTERMATES. 21 & ONE HV LOCK OR OR 26 W. N ) OCKING RODS ♦(SEE NOTE t) MAXwUN AS.O. DESIGN LOAD (Psq (+ ON -) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTINGS & FLOOR/CEILING MOUNTINGS L + (ft) L - (R) 30 12'-3" 14'-9" 35 11'-9" IN-S" 40 11'-4' 12'-9" 45 11'-1' 12'-0" 50 10'-9" 1 V_5" 55 10'-6" 10'-11" 60 65 10'-0" 10'-0° 70 g'_8. 9'-a- 75 g,_4. S,-4" 80 91-1" W-0" 85 8-9" 90 8'-6° 8'-6" 95 100 8-1" 8'-1" 105 - 7'-11- 7'-11- 115 7'-6° 7'-3° 120 7'-4° W-11" 125 130 7'-1` 6'-5" 135 6'-11" 6'-2• 140 6'-10' S'-11" 145 6'-B. 5._g. 150 6'-7` 5'-7" 155 150 6'-5" 5-2" 165 6'-3' 5-1° 170 175 180 185 190 5'-10" 4'-5' 195 5'-9" 200 5'-9" 4'-2" 205 L+L PRODUCT REVISED \\L!'p uS C as complying with the Florida \ F sdlding code 1e \\ Acceptance No O 2 O' BY ytion Date�Ta 1-7 \� ?A = Da oduct control -DADE COUNTY I P.E. MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) INSTALLATIONS W/SYMMETRICAL CEUL;RMATES & a W/ TWO HV ® OR OR Qq LOCKS OR TWO LOCKING RODS ® TOP/BOTTO W/ ONE HV LOCK ® OR OR 04 (SEE NOTE t ASJ.DOIGN LOAD (R.-J.) (+ OR -) CONCRETE & WOOD INSTALLATIONS A FLADR/CMUNG MOUNTING L 30 13'-1' 16'-0" 35 12'-7" IT-7" 40 12'-2' 15'-2" 45 11'-9' 14'-3" 50 11'-6" 13'-7° 55 11-3• 12'-11" 60 11'-0" 12'-4" 65 10'-9' 11'-11" 70 10'-7" 75 10'-4" 80 10'-0" 10'-9" 85 W-9" 10,_5" 90 W-5• 101_7" 95 9'-2" 9•-10" 100 9'-0' g'-7• 105 9- 110 8'-7" 9'_2• 115 8'-4° 8'-11' 120 8'-2" 8'-g• 125 8'-O• g•_5• 130 7-10" 135 7'-9° 7•_g^ 145 7'-5' 7'_3• 150 7'-4" 7'_p^ 155 7'-2' 6'_g" 160 165 7'-0` 6'_4" 170 G'-11' 6'-2" ISO 6'-8" 185 5'-8° 190195 E 200205- $'-1• �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/CEIUNG: 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/CEIUNG 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. ♦ MAXIMUM SHUTTER SPAN 'L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN LOAD. t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 12 NOTE #5, SHEET 5. 1` GC INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 35th. SL. Ste. 3DS, VIRGINIA GAMM. FLORIDA 33 Phone : (305)871-1530 . FOX : (305)871-1531- e-U: Wteco®eo.— ES-GODS719 WALTER A. TILUT Jr. P. E. FLORIDA U.# 44187 ♦ SEPARATION TO GLASS R QIIIE MENIS (1) SEE BELOW.FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0" ELEVATION OF BUILDING MEASURED AT'_SOTTOM OF SHUTTER. (2) MINIMUM SEPARATION. TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS Y. MINIMUM SEPARATION TO G GIASS cf'u ro u e SHUTTER W/ ONE LOCK WITHOUT iomm RODS SHUTTER INSTALLATION W/ INSTALLATION W/ SPAN SYMMETRICAL OPPOSING CENTERMATES CENTERMATES OR LESS >105" TO MAX. ALLOWED -3 7/8"G 4" &USE 2 1/2" FOR •HD LOCK SCil+G31 OR USE INDICATED VALUES. FOR C RMA S UUTrERPAN INS�ALLATf��/ I INSTA OS NG W/II OR LESS .2 3/4' ss 3 3/16' 5105° TO MAX 3`7/4' ALLOWED • / USE 2 15/15- FOR HV 'T' LOCK ® W/ 35 tet USE 4 1/8" FOR HV "T' LOCK Snp W/ -5 USE INDICATED VALUES FOR HV CENTE MATE INSTALLATION FEND . ' - CONCRETE & MANSORY .WOOD WALL A. B. C. D, E. M. N. 0, P. 0. R, MOUNTING::F, K & L. S & V. FLOOR/CEILING MOUNTING ;G, H, I & J. T. U. W & X. 1T HV BLADE 0 FLORIDA BUIL GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 N LY DING CODE (high Velocity: hurricane Zone © 20122 EA.'Mt.XNN METAL SUPPLY, INC. BERTHA .EETA HaTM Accordion Shutter System BLADE J1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE DRAWING No 12=-085 (SEE MOUNTINGS A B. C, D 08 WALL HEADER MOUNTING 3'-0' ' W�G7Wi�uYYia•�L�WE✓•tal•>t�La(f =mmvvom==mmm""M oom®mmv0000mmmvoom_=mmv0000 mmmov000=mm000==®mmoonoE mmm0oo00mmmoo0m=67mmilm [MEN mmm000po0mmoDoo00mmoom== um '(�000000mm' RomE voo©ammmon©ovmmmovvoo OmmO=mm_0mmo®D=E mm"Mmumm0000ra 102LO® OE =mmovvoo=mmv000" ®=mm000==mmmvoovmL�mmLOLv000mmmv®==_M =mm000m==mmKNEE ®mmov®mo=mm0®oM mmmvovvommmot■vom®®mov000mmmvoovo®mmoomoo MMMEMKXnm mmmvo�=_=mmoonm=mmm00000=mmoov_=mmmooEn iElmmOm©===mm0©p=0mm10"Ka =mmvov===mm0om0=m®mOOOO==mIOm_===0m0�®=OE ===mmvoon=mL®monvom=mmov===mmmovm=E =mm0ov===mmo©00= =mm0�===mmm0o0==mmm0o01�70mmmM_m=_=mmL0Mm0E mmmv®�m==mmoDo=_LmmmHIMIN" ==E ' =mm0®©=_=mmoo®_Om®m0o0mm®m0_m_m_=m0®®O_E =mmo®=m=mmmo0®==mmm00D==0mm00==O0mmpo00E =mmMOmm_=®m0©EI__0®m00M==0mM©_=m=II�mmO©==E DOm®m00===6lm=======mm====E iL�mm===_= ROI:>E7=== ' =mm 0mmM0====mmo®=== =mml0=====mm0====m®m0®====®m0o0a00BmmRMIMME =mEMM==1 =mm0�==MEMO mmm©®====mm0®===mmmOO===mm0=0=== ==mmoO===L�UM =®mm=®==_ "F1Fi=__©===E ©___®M ®®moov0o mmm0o=_=DI!<]m======1�i0®====E mmmv_=iL�io000000 10 ==mm®=====Lmm momam©oElva=0p==KMKBKM mmm0===0 OmmpFi67_=E mmm®©==E - IN MMM" ®=m0=m====mm_==__ =mo=___=mlmm=o=oom©m=====mmolo==o= Lmmsa=o=v= �iOLO=_==E amo==o=o mlmo====E mmo==o===mm=====mmm=====mm====== mmmo=v=Io mmm=v===m®mlvoo=o =1M10==m=_0mm___==m®m_=_=0=m0___=_=mm==_=E =m©===== 0m0===== =m©======®®m=====®m======fIDm®====E E7m_m==OE =m==o===mm_==m==m_0®______ =m_mmmm_=m_m==_Omm==_=_=0mO_0_=_=m_===OE =m_===_m=mmm=___=®______�®_m__=oLmlv_m=__E =mm=====®m=_====m®======®o___=_=fIEim=_===E MMUMM=m_=mm__=m_mm___LQf®m_m___=D_m__m_=m=mm_=E =D=====_=m=m=_o0m®==___Om=_m=_mIF1__E MMMI ==mm======m®======Dmlv======�o=====La ' m==m=_mOmm_m__®m__=___®=m=___E =moom=m_m====___m====___=_=_o_=_===_=_=E =__m===_=====m__00=_=m__D__m__=00__mm=OE ==m_=m=m===m=_==m==o=_=_m=======m=_====IE ==_mmmm_=__==___®0==_=_____=__=00=_=___E ®==vm=m=_===_=_m_mom=m=__ommm____v�a_____o =m=_m=m0 =m0_m=_OmOm_m__00_0__=_0 omum__=E _=====0==(v=Oppmo=o=o=of�Op====OmO==v=OC PRODUCIrREVISED w cooelilYing with [lie Florid-, A. �— _ �; • By mEg--0006719 TAPCON OR: ADER/SILL TAPCON WITH ADVANCED 1G THREADFORM 'TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP' TAPPER+ NE LOAD 1120 160 205 e 7 ss e e e B B 8 B 8 B 8 7 ' 8 9 8 8 e 7 5.5 B 8 B 8 8 B B B B B 8 8 B - B B B 8 8 e B .5 B 6 ss 6.5 7 4 5, 5.5 3 .. *SEE ANCHOR B 8 8 8 e a B e B B 8 B B 7 8 s 9 a SPECIFlCATIONS e a e s e 75 55 a ON SHEET .14 8 8 8 75 85 45 3.5 - B a B e 8 6 8 7S _ B e B 8 7S 5.5 4 3 - B B B 8 8 8 4.5 - 8 e 8 65 55 4 3 B. 8 B 8 8 8 75 6 e B 8 B B B e 65 8 B 7 . 5.5 7 4.5- 5 4 - - a e B B e B e 7 a s.s zs a 7 a ♦SEE 11MITATIONSOF USE FOR e a. a 7.5 6 4.5 J — — — BLADE ON SHEET 28 B B 8 16.5 5 4 3 — — -- B 1 8 B 8 65 6 3 B 8 8 6.5 55 4 B— e 8 7 SS 4.5- e 8 7.5 6 5- e e s 4 u--- e 9 B B 7 4.5 - B B B 35 B 3 — — — 5 6.5 4.5 3.5- n HV BLADE OR •n HV' BLADE B B B 5 4 3.5 - - - W/ IIAI HV WINDOW BLADE - B 8 B e 8 7.5 4 — — WORKING IN UNISON ' 'S 5.5 3.6 3 — _ - 8 B B 7 7 35 B 7 4.5 7.5 3- 6 75 5 4 7 1 55 15 — B B 8 7S FLORIDA BUILDING CODE (High Velocity Hurricane [on © 2012 EASTERN METAL SUPPLY, INC. GULFSTREAM ALUMINUM MERTHA HV T WD SHUTTER CORPORATION Accordion -Shutter System (ASSA R 16) H.V. BLADE I W/ -0R W/0 H.V. WINDOW BLADE & H.V. BLADE EY. No DESCRIPTION DATE D- by. F.P./AG. 3001 S.E. GRAN PARK WAY 1 OLD 06-314 03 15 12 DATE: 03/15/12 SMART, FL 34997 2 DRAWING No PH (800) 244-4143 FAX (772) 287-9740 3 4 s SHEET �e 3'-0" OR LES! 4•_0.. 7 -0' 91-0„ -0' �cT UNIINQ TYPE A GIVEN MAX CO 1REEE $PAN A.S.D. - '� SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AND A_CORRESPONDING MOUNTING TYP FOR CONCRETE OR CON BLOCK , i ATIDNS (SEE MOUNTINGS .E, G, & H ON SHEETS 6 & 7) _ _ T._ ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: tE1E/0ONCRETE BLOCK POURED CONCRETE(A) TO EXISTING POURED CONCRETE: (Min. Vc - 3 ksi) SILL MOUNTING G CEILING MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. f'c 3 ksi) O OH FLOOR MOUNTING - 1/4"0 x 3/4" ALL POINTS SOLID -SET' ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. I'c = 3 161) NEGATIVE ASD. DESIGN NEGATNE LOAD af) AS D DESIGN NEGATIVE LOAD (ps0 ANCHORS gaer.IMr. I F(:FMn - 1/4"0 BLUE TAP CONCRETE ANCHORS. W/ GIP AS MANUFACTURED BY FLORIDA FASTEN mm0®®©a®mEm MA" M""M MMKN© mmoovaammmoom®� mlv�®©aammmanmm� mm0looaarlL�[aim � mmol�Dam golm m®E mmmoolaammla M=m my®a�aaammmQmmma mm00�aaalKola >•"mm mmv®vvommomm©vo mm®vaaammm�mmvao mm©®e�laO ©ao mmooaolommmv®mao ®®ovaoommo®©®oo mommaaammmo®vao m®oaaaammovvla�ao ®mv®aaammmnm©alo L 37pQ®aaa m®®aaaam®ov©vao ®�m0mma0 v©aooa®mummvala o ®maaaao mmvvomao talvaapOO ®Op�pmap �vaoe�aamt>mo>®vaao omaadoa®1mm0©aao B�maaaaammimam mmaaaaamomo®aao mvaaaao®mm©vollvo �aaaaaaaal�vmmaao ®aaaaaam®®v©aao vaaaaaam®oo©aao �aaaaaamluvmoaao vaaaaaa®mm®aaalo ®aaaaaam�o®aaao �vvvvvovfam®aaao DaaaaOlamu®�aamm vaavvvamovvvoao vasaaatva aa vaaaaaammvaaaao vaaaaaai�v©0111 vaaaaaammmaaaaa vavaaaaimmvoaaaa �aaaaaalvv©aaaao �Illaov000 my©essse PRODUCT REVISED as epmPlFing nilh Ih0 FTmidp Building Cadc Acceplmiec Nql -o3Z3.0) Expf jU Da By Mii MIAMI-DADE COUNTY ommaa vom©E D© Ia®C mm no omoao �©vao v®1va� <amaao r�omao ®m®ao v©vao v©aao ©ovoo vv©ao amE&�OC a©aao ��aoo ©v000 ©aaao vaaao �maao �vaalo vaaao vaaaoo Iaaaasa �aoae� ©aaao vaaao vaaao vavoLo vaaalo vaaao maaom saaaao aaaalo Jsesw TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED By ALL P INTS SCREW Z BO T &SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AM (Min. f e = 3 ksI) SHUTTER SYSTEMS ASSOCIATION, INC. 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 SHALL BE 7/8" INTO THE POURED CONCRETE NO EMBEDMENT IMD STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. ♦ SEE UM�, ,�ATIONS OF USE FOR A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND -ON THE HOSTING WALL OR FLOOR, BLADE l"J` ON SHEET 2B ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,•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 INSTALLATION 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. BuiLDEDL. 1/4"0 x 3/4" ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT &SCIALTY COMPANY. 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INCPE. _ 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALT COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN .SHUTTER SYSTEMS ASSOCIAMOK, NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". B.2) MINIMUM EMBEDMENT OF 1/40 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO ED. EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST: AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE TANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS EJGINE(7R. FOR INSTALLATION INTO BFS WITH METAL STUDS SEE SHEET 28& (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S (0) SFF Srum,nr o e MANUFACTURER, HV BL D• 0 1 HV B D W 1 V WINDOW BLADE WORKING IN UNISON • ��.•.. ncv.uvrunV• rUK PNCHURS. EDGE_ DISTANCE VETS 15 SPA ING CH m F Fog A�Nr HORS - MAXIMUM ANCHOR. SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW, FOR E D. LESS THAN THE INDICATED, BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING REDUCE ANCHOR SPACING FACTORS. RFA ICED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ACTUAL FACTOR EDGE DICTANCE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ GAP TAPPER IN. SPACGPOUREDCONCRETE 3 E.D. MIN. SPACING - 3° MIN, SPAgNG 3° /2" MIN. SPACING 3' & BLOCK Pam ATE NNOZETE BIM POURED CONCRETE & �314�- pain �4'CONCRETE MN. FA.=3" MN ED. °3 1 /2 M1O1 EO.•2 1/2"MN. 79� CONCRETE BLOCK D`& 3° 1.0 0.90 E0.°r MK ED. 1/ 2 1/2' - 1.0 0.81 1.0 - 1.0 . 0.84 - 1.0 2' - 0.71 - - 0.57 .. 1.0 1 3/4" OS1 0.35 - _ 0.43 - - - JGEPJSF'::�'9 z_ Ala'y��';� I � E C INC. • TILLIT TESTING & ENGINEERING COMPANY rnTC A -->Z,�OI� 6755 N.W. 30Lh, SL. Ste. 3D5. VIRGINIA GARDENS, FLORIDA 33 F� P �A. 0R10•• Phone : (305)871-1530 , Fax : (305)871-1531 -.I: Ullero®aoi.com pox"-• ••• 1 P.E. �5 jg (1 RF /nATF EB-0006719 WALTER A TAAIT Jr. P. E. FLORIDA U.. # 44167 FLORIDA BUILDING CODE"(high Velocity' Huri�icaile Zom 0 2012 EASTERN METAL SUPPLY, INC. GULFSTREAM ALUMINUM BERTHA F TM AND SHUTTER CORPORATION Accordion Shutter System (ASSA # 16) H.V. BLADE 1 W OR W/0 H.V. WINDOW BLADE & H.V. BLADE REV. Ne DESCRIPTION- DATE Dnwn br. 3001 S.E. GRAN PARK WAY I OLD 06-314 03 15 12 DATE: 03/15/12 STUART, FL. 34997 2 3 DRAWING No PH (800) 244-4143 FAX (772) 287-9740 4 1 2-085 'DER A: TIC�"=o_ C; t PRODUCT REVISED as llding in8,riU10u Florida Bull ding �+°°,�° �1Q` ; •'��Ehs' . p� _ �. F ••••. • = Coco ACcsptnna Z�o3Z L E C ®INC. No •O% ' Expi Ion Datao �7 TILLIT TESTING &ENGINEERING COMPANY BY A4ialni a ct CvnWl��—�,��j S•TpTF nF • Q` ,\ 6355 N.W. 351h. SL, Ste. 305, NRGINIA OMENS. FLWWA 33 Thane : (305)671 —1530 . Faz : (305)871-1531 ,5A3 =� �c ' •., C O R104 34+e e—ma®mleoa®aet.eem `:- �cSS+�pp•.N.••p....��i °P1 WALTER A Tllln Jr. P. E MIAIAI—DADS COUNTY P.E. 5E tF.LSCt;N GN�F°/I)ATF FLORIOA uo. g aa,67 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP TAPPER+ LONEE ANCHORCIFICATIONSSHEET 14 FLORIDA BUILDING CODE -(High Velocity' Hurricane bon GULESTREAM ALUMINUM 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 HIV n, Accordion Shutter System H.V. BLAME f 1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE E1'. Me DESCRIPTION DATE 0.- b : F.P./AG. 1 OLD 06-314 D3 15 12 DATE: 03/15/12 2 DRAWING No 12—D85 ° 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. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 1S & 19. E7(CEPION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ 0=0.55 (N.D.S) -DOUGLAS FIR W/ G-0.50 (N.D.S.) -SPRUCE PINE,FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. PRODUCT'R£VISED Florida as complying with the Building Code 1�1 ACCeptanco No -O Z �•0) -♦A� `CC Expiration Dme a 017 By ♦ — Mi mi Deck uet Conrrol � - MIAIII—DADE COUNTY I P.E. 1 HV BLADE OR (T) HV BLADE W/- . 8LA®E WORKING IN UNISON 4 SEE UMITA710N5 OF USE OF BLADE IA. ON SHEET 28 IL ECG 17y�C. lv��T L TILLIT TESTING & ENGIMEBRING COMPANY TALE QF ; 6355' N.W. 35th. SL, Sle. 305, V0(Gpt4 aMOOVS• r(DWDA 33 Phone : (305)871-1530 . FOX : (305)871-1531 D-mu0:0lt... 000I.Cotn EB-0006715 YSY♦ IDRti P \ O �` L701 p•�L Ap•` _��` ,.{ttt SIVfdAT11ROF)ATF WALTER A TILLR J( P. E. FLORIDA UC. 1 44167 BUI GULFSTREAM ALUMINUM kND 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 Hurricane Zone © 2012 EASTERN METAL SUPPLY, INC. Accordion Shutter System BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE d DRAWING No 12-085 TYPE (SEE MOUNTINGS ON SHEET 19) MAXIMUM SPAN (ft) B�TF:;;�ZATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, DMINGOI50W/ 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 8.0. WALL MOUNTINGS S& V NEGATIVE A.S.D. DESIGN LOAD (ps EGATNE A.S.D. DESIGN LOAD (psl NEGATME AWDEMSIGNLOAD (ps30 40 60 75 90 105 3ED 40 6D 75 90 105 30 401053'-O" OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12124'-0' 12 12121212121212 12 12 12 12 12 12125'-0" 12 121212121212121212121212 12 106'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 .. 8 7'-0' 8'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 FEE 10 9 12 12 12 12 12 11 10 8.5 8 -T 8 7 9'-0" 12 12 12 12 12 10. 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0" 12 12 12 12 1.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 1 1'-0" 12 12 12 12 1 D 8.5 12 12 11.5 9 7.5 6.5 12 12 B 6 5 5 12'-0" 12 12 12 1.5 9.5 8 12 12 0.5 $ 7 6 12 11 7 6 5 4.5 13'-0" 12 12 12 10. B.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6- 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 B 6.5 5.5 3.5 1.5 8.5 6 4.5 4 3 16'-0" 12 12 10. 8.5 6.5 4 1.5 12 8 6 4.5 3 11 8 5.5 4 3 - O HV BLADE ONLY PRODUCTREVISED as complying with the Flatida Building Code Am ptanrc No 7-0 t3. O) Expl ton Date o By ' d Oct Conho MIAMI-DADE COUNTY I P.E. + NOTES ON ANCH05 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. BUILDEX 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 MOUNTING 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.O.S) _ -DOUGLAS FIR W/ 0-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.DS.) -SPRUCE PINE FIR SOUTH W/ 0=0.36 (N.DS.) -MIN. 1/2" COX PLYWOOD (1986 APA) _ 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF. NCHOR'S NUFAGTURER. � It. EC®ZINC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St. Sla 3D5, MROINIA GARDENS, n.OMDA 3: Phone : (305)571-1530 . Far : (305)67I-1531 Ilplt .-.on: Dlteeo®aol.eom EB-0006719 WALTER A. TILUT Jr. P. E. C /nATC FLORIDA Uo. 1 44167 FLORIDA BUILDING CODE'(High' VelocityHurricane Zon GULFSTREAM ALUMINUM 4ND SHUTTER CORPORATION (ASSA # 1 S) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 O 2012 EASTERN METAL SUPPLY, INC. BERTHA Hr Tm Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE REV. NO DESCRIPTION DATE DfaWll y , F.P, AG. I OLD 06-314 03 15 12 DATE: 03/15/12 2 DRAWING No 12-085 3 • V I - 1/4"0 TAPCON OR DrAI4 CC UtJIIdIV LUAU 1* UK INSIALLAIIUIV WITH BLADE t & 1 WORKING IN UNISON - .L�� TAPCON WITH ADVANCED >= THREADFORM TECHNOLOGY 1/4"0 TAPCON OR W/ 1 1/2" Min. PENETRATION :: TAPCON WITH ADVANCED OF THREADED AREA TO THREADFORM TECHNOLOGY I �@ EXISTING WOOD HEADER. >o" W/ 1 1/2° Min. PENETRATION I I OR 1 1 (SEE. SCHEDULE ON SHEET 16) OF THREADED AREA TO MIN. SEPARATION, EXISTING WOOD HEADER. - p TO MASS (SEE 12)' 1 ti,� \ (SEE SCHEDULE ON SHEEP 16) U'-- SCHEDULE2 ADE 1 AND OR 17 0R 18 1' MhA 1/40-20x3%4" S.S. MACHINE SCREWS EXISTING I ON 5$f 26 W/ 1/4"-20 NUTS 0 12- D.C. GLASS 1 OR 15 6 WALL I I . � i p FINISH I I I, WALL FINISH ry �-OPTIONAL �-1 _ ric•v:" Z u'EXISTING MIN. I - `:': WALLOR \ - ~HEA2".4 WOOD DER" EOUIRED I 1 OR ®p LTq .,'�-~ n FINISH IXISTING MIN.2"x4 WOOD w 1/4'0 TAPCON OR RNG h6N SEPARATION I I I HEADER EOU RED I C ,� I TAPCON WITH ADVANCED _ AS TO GLASS (SEE I I p MIN. SEPARATION I 1 W/THREADFORM 1A.D /2 MM•inC PENETRATION Y.HFDl1LE ON EET I I 2'zb" CONT. SILL �� 12 FOR BLADES(�1)ANp I I EXISTING TO GLASS PLATE REO'D. `- .I ON SHEt� 2B FOR G (SEE SCHEDULE I MD DTH OF O WOOD PLATE. t3L4DESQ1 k 1A 5—I ON SHEET 12) I (SEE SCHEDULE ON SHEET 16) OM HV 1NALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION ING MIN. SEPARATION MIN. SEPARATION 4SS MIN. SEPARATON 1 TO GLASS I I TO GLASS - - coPIF T. TO GLASS I 1 EwsrwG / (SEE SCHEDULE 1 —(SEE H ET 12) I 1 PL/.TE (SEE SCHEDULE — ON 1 ON SHEET 12) % EXISTING ON SHEET 72) ON SHEET 12) I % I GL455-1 999 7 I 7/CHIN1/4"0-20x3/4" S$ s = E SCRE" S.S. 1 MACHINE SCREWS �MACHINE CRt:YJS W/ WALL _ 1/4°-20 NUTS ® I I - 1 USING 1/4'-20 NUTS I I3. .•`c'=.'z:••,.Y-� F12 FINISH/><o12"..OR _s_:. c 2°x4' CONT, 1 1, 111 1 II s 1__I U l:l _••�% w 'I OR WOOD PLATE 1 •s EO B 1 .•� - 1/4"0 TAPCON OR REO'D. 11 ,; x., °w C,j.• TAPCON WITH ADVANCED 1/4"I TAPCON OR '?1 THREADFORM TECHNOLOGY TAPCON WITH ADVANCED W/ 1/2" Min. PENETRATION OF THREADFORM TECHNOLOGY fig• THREADED AREA INTO PLYWOOD. e� W/ 1/2° Min. PENETRATION OF 1SHUTTER -SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEEP 16) EXISTING MIN. 2°z4' STUDS THREADED AREA INFO PLYWOOD. 2 MOUNTINGC SECTIONS CAN BE ® 18° O.C. MAX. REO'D. (SEE SCHEDULE ON SHEET 16) COMBINED IN ANY WAY TO 1/2° MIN. CDX PLYWOOD REO'D. pLYlV00D TO BE ATTACHED TO 1/2° MIN. CDX WALL FINISH SUIT ANY INSTALLATION. EXISTING MIN. 2"z4" STUDS 0 16" O.C. MAX. REO'D. SPUDS IN ACCORDANCE WITH PLYWOOD REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. SEE U WITH SECTION 2322 OF THE F.B.C. ♦ BLADE LIAAONNS OF USE OF HV WALL SILL INSTALLATION ® HV WALL SILL INSTALLATION 10,10 ok A PRODUCrRFVtSUD ,°1P CEN as ',J'� complying with the FTOridu - - Duitding Code Accepinncc NoLZ- 03 ?-3.O MIAMI—DADE COUNTY I P.E. IL E f��:1/4'0 TAPCON OR' 4° CONT. TAPCON WITH ADVANCED THREADFORM TECHNOLOGY' . PLATE W/ 1 1/2' Min. PENETRATION ALL OF THREADED AREA ®• - FINISH MIDWIDTH OF WOOD PLATE, ' (SEE SCHEDULE ON SHEET .16) ® HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity' Hurricane © 2012"EASTERN METAL SUPPLY INC GUI.FSTREAM ALUMINUM CND SHUTTER CORPORATION A (ASSA # 16) N•V. BLADE EX. Na 3001 S.E. GRAN PARK WAY 1 STUART, FL 34997 2 PH (800) 244-4143 FAX (772) 287-9740 a IrHA "V TM L Shutter System AN. WINDOW BLADE & H.V. BLADE I DRAWING No 12-085 I IN5 I ALL:A I. ON-DFTAif nNi- P_ ICTIKIr wrinn ni ili nikinc -rt%m =/.,\ ^�� •�'„"—� a =�'v,,• I I OPTIONAL I I Max. OF THREADED AREA TO PENETRATIONfEQQ/ EXISTING WOOD BEAM (SEE SCHEDULE ON SHEET 16) �1413/4EO EO I --3/4•••Max.. THK. 1'x4"x1/6" CONE. ALUM. TUBE ®Mfi or 13 or 1or .SO3=T6 ALLOY) VI/ TO 13 or-,tb RA ROR TRUS EXISTING MIN 2'x4" EG . LOCATE LAG SCREWS AT S'HEADER REO'D MIN. SEPAPAT10N MIDWIDTH OF EXISi1NG -WOOD TOGLASS t OPENCH - MEMBER, (2' Min. NOMINAL WIDTH(SEE SCHEDULE ON SHEET 12) EXISTING GLASS—) IAT STEPT 5/16EW CEBE I I '- . W/ 2" Min•PENETRATIONOr - THREADED AREA. VALID -FOR -INSTALLATIONS WITH 72 pdf a�A HV WALL HEADER INSTALLATION 750�I 12 FOR B MASASS(SEEEE I MAX. AS.D. DESIGN LOAD ATo .. - g•_0° MA)(. SPAN.THIS xv INSTALLATION IS ONLY VALID 1 MIN, SEPARATION TO GLASS EXISTING (SEE SCHEDULE ON SHEEP 12) GULSS- ; 1 ' 1 1 WaLL FlNISH� I ON sHMr 28 107 EXISTING i eatwtF s¢6r I I . • _ % -' FOR WOOD W/ MIN. SPECIFIC IFAIBLY, t MAn (D 9 1 OR �SGLASS—I 6�IMR 61, M �` ® I I I 1 OR GRAB OF 0.50 AS DOUGLAS A FIR OR SOUTHERN PINE No. 2, OR EQUAL. (Y)HV CEILING INSTALLATION .®- , OU HV CEILING INSTALLATION 1 OR ®� � ON SN T I MIN. SEPARATION I t D CL 12 FOR MADE 1 ON SRMr 3 TO. GLASS LE SGN a C) 1. 2�I I � I I I I ANCCH N I I I 8 I EXISTING I I/4" Mox. ©+ 7 3/6 3/a MIx. MIx. gl Ox3/4" HEX GLASS I I III - ' 2x6' MIN. .W000 2'x6' MIN. WOOD I WISHER HEAD TE1< SCREWS ® 12' o.c I DECK REQUIRED '(NO FINISH ALLOWED) 13 OR© DECK REQUIRED (NO -1/4'0-2DX3/4- S S FINISH ALLOWED EDGE OF DECK 1 2" 1' _E OF DECK IF APPLICABLE �I/4"0 TAPCON OR L 1' J PHIWPS TRUSS HEAD IF APPUCABLE 1/4"0 F.H. TAPCON OR TAPCON WITH ADVANCED Min. MACHINE SCREWS -. F.H; TAPCON WITH ADVANCED - v.THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS 2" MIN, OF'THFEADFORM TECHNOLOGY LATE W/ 1 1/2" Min. PENETRATION 0 12" O.C. 2 MIN. DECK IF PLATE OF THREADED AREA ® 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECH OLOGY APPLICABLEW/'1 1/2' Min. PENETRATION MIDWIDTH OF WOOD PLATE .2* MIN. OF THREADED AREA (SEE SCHEDULE ON SHEET 17) - W/ 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. MIOMDT14 OF WOOD PLATE (SEE SCHEDULE ON SHEET 16) ♦SEE UMffATIONS OF USE OF (SEE SCHEDULE ON SHEET 16) HV WALL SILL INSTALLATION BLADE QQH sIHEEr 2B HV WALK -OVER INSTALLA ION OW HV_ FLOOR INSTALLATION 111°j1��y � R FLORIDA BUILDINGa CODE �sHRgHnMEVelocity in� SUPPLY, u Cicane f' PRODUCT REVISED 14 / t' T av yingWiththeFloddx ldi.g�o7 g'SF ':'9' GULFSTREAM ALUMINUM BORTHA, H'V T!�+ &cepta Coda �� C ®eNc. AND SHUTTER CORPORATION Accordion Shutter System - Acceptance No Z-03Z ,ply - • Expic�tioa Dale O Z �T 1 * . (ASSA 1 s) .V. BLADE #1 W/ OR W/O H.V. IWNDOW BLADE & H.V. BLADE BY - STATE_ OF �� , TILLIT TESTING & ENGINEERING COMPANY REV. N. DESCRIenDN DATE grown , F.P,/AG. iifiame uat Co„trol ,••• Q Q 6355 N.W. 36th. St., Ste. 3a5, WRa1MA GARDENS, FLORIDA ]3,6 3001 S.E. GRAN PARK WAY I OLD 06-314 03 15 12 DATE:. 03/15/12 .^1.1'•.1: Phone (305)671-1530 . Fox : (305)a71-1531 ... —_ ' (T •p•..... \STUART,FL. 34997 2 � °11 a —mall: tuaeo®aol.com DRAWING No • '':. t f0VAL EB—o006716 3 +' WRFLORIDA Lie r 44167A. TiLurr in PE PH (800) 244-4143 FAX (772) 2B7-9740 4 1 2=-Oi35 MLAMI—DADE COUNTY P.E. SEi�C`lxsP �'T IRE/DATE ' (AS APPLICABLE) - \ / \ / ADVANCED THREADFORM TECHNOLOGY RW BUILOEX WALL F07IH <i a. \ / \ / ANCHORS 0 6' O.C. W/ 1 1/2' MM. THREADED PENETPATION INTO STUDS OR W/ LON• 1/2• THREADED EXISTING GLA55 ': / I' PENETRATION TO 1/2" COX PLYWOOD IF No STUDS EXIST. .` Y / \ E EO\\ MIN. SEPARATION TO MASS SEE'`,•:�4w%`� S4EDUL ON( 12 FOR EdADEDAND • rX _ 'v -- - "{ T� 1 2• MIN. COX /SHEET PLYWOOD. 2'x4• MIN. WOOD SKIDS REO.O. EXLSIING GLASS T1/2. MIN. COX .WL SEPARATION LYWDO. w sHFfr 2e FOR s 1/16-X3• OW SOW BLADES Q k All (6065-T6) COM. 1/2• MIN. 12 FOR MADE (DAND 2'z4• MIN. WOOD r- 2'x4' MIN, WOOD STUDS. \ / •. STUDS REO.O. \ '/ (AS APPLICABLE) FINISH EXISTING GLASS LEXISTNG CLASS — 3F L01 GLASS (SEN m (SEE 1/Y MIN. COX MIN SEPPFATIW! 70 OfaSS (SSE •f: ULEO SCHEDULE ON SHEET PLYWOOD. ram,,._, ALUM. c osER '' PLYWOOD, ON SHEET ze FOR 7W(r '28FOR A� t/2 tz ETx 1sAOEmArm �1/12- MIN. PLATE (LOCATE 1/2 4w+nLsmg p WALLID Q7 sI4:•EET 2e FOR AT EInIER SIDE MIN - FlHISH I� BLADES O)& a �a�sISE 1' OR 2' NNL - OF®) Au1w+uNiVeOua "1I/8'&-2- ¢,I0z1/2• S.M.S. Hu axclF .-_ 016 O.C. f/toxt O.C. 016 .C. 4 nmPMiD6N OADOOLDLY 1 OR ®meevaDDcN�+sSEE DETAIL X FO Rar.NT Ar DII®H �e Ir©) 0RSEE DETAIL X FOR 1 OR ®SIDECONNECTION SIDE CONNECTION TO TRACKSSEE DETAIL X FOR / TO TRACKS ®4®�©.�.©mto.®m SIDE croTaTRA�cI°cc"s' ®a®�®•© ®a®w © 70 �wG 07 •�® 10•®w© ®m®®w 1D.®w® Q3�© ®m O O ©w0 O ®w ®'®�©'�•'O•®� O.O.©m©_•O�•®w 6 ®®m® ®mO•®m . END CON14ECTION DETAIL (2) END CONNECTION DETAIL ® END CONNECTION DETAIL Q9 END CONRECTION DETAI �0 EXISTING GLI5 1/4% TAPCON OR TAPCON 1/4'0 TAPCON OR TAPCON EXISTING t REWIRED ONLY FOR SPANS GREATER THAN t2•-0• \W1H ADVANCED THRFJDFORM WITH ADVANCED THREADFO MASS �� --� TECHNOLOGY 11w BUILDEX TECHNOLOGY TOW BUILDEK 2'z4" MIN. WOOD ANCHORS W/ 1 1/2 MIN. ANCHORS W/ 1 1/2• MM. IRK SEPARAMON STUDS P.EO'D. INTO 0E0 PO 12"DON tTDHEAOED PENETRATION }toot/z' S.M.S. � I4N. SrPA2910N A SEE L1A11TAT10(JS-OF=EO To Mass (slF INTO stuns n 1z' o.C. INTO StwS 0 12- O.C. ot6 o.c. m Mn� (� iiFoa a nEpq� ' 1/z MIN. 6pff0UE R! 9¢E7 4 BLADE 1A ON .SHEE FOR MADE (DAM oN SHEET 26 FDR y 1aF1 2e 4 . BLADES 0 & d _-- 1/2' MIN :!• r\ 1 $ BLADES (D& OR®OROOR .- �s ©IXH 13 0oftoR (D . 1 O R s t r,v 2' MIN 11 4 j,.'I�C•{.!%Te$- ......... W.s^'r, OGR ® 6 OR®OR(DOR 4 ®mar e•©'OmQ to . m ZIIALL FINISH 2'XV MIN. WOOD WALL m®�O•Om E 10.®m @OR©OR(9OR 1@ 10•®w®'®m©'®°` STUDS REO•D. FINISH 10 VIEW ©•O•�©01©•O'®m ©•O •®w©.O.®m PLAN END CONNECTION DETAIL (0 END CONNECTION DETAI Q 2 FLORIDA BUILDING .CODE (high Velocity Hurri cone Zone - PRODUCr REVISED \411P�F� /T� @ 2012 EASTERN METAL SUPPLY, INC.' BSroirig C.g Tvilh the, Florida .y� o GULFSTREAM ALUMINUM 13E FHA HV n4 6Dildins Code ACaplanOe NFIE;o jp� AND SHUTTER CORPORATION Accordion Shutter System E.zpi tionDBlea Z ZA/7 IDH.V. BLADE 1 W s .p? •Jk / W/0 (ASSA t s) H.V. WINDOW BLADE k H.V. BLADE $ twcDa T duneontrol R� OF 11LLIT TESTING & ENGINEERING COMPANY REV. Na DESCRIPTION DATE prawn 6 . F.P./AG, 6356 N.W, J: ( 6l. Ste. 303, VIRGINIA GARDENS, 1FLORIDA-153 3316 3001 S.E. GRAN PARK WAY t OLD 06-314 03 15 12 DATE: 03/15/12 O\ Phone (305)871-1530 Faz : (305)B71-1531 2 0�^' •FCORI.... ^� 40� a-maE: EB-000DOaol.com STUART. FL 34997 3 DRAWING No cLsSl. • t�v f44t WALTER A. TIILLR Jr. P. E V 0� ` 1 FLORIDA Ue. g 44167 PH (800) 244-4143 FAX (772) 287-9740 4 2'085 MIAMI-DADE COUNTY P.E. SEk��.sIG27��t�JnaTI= t SEE END CONNECTION DETAILS OI'Y SHEET 24 TYP. FULL HEIGHT. * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITION # 1. ONE 3D H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, (31 OR 32)to AND AT ANY ELEVATION. 34 H.D. LOCK MAY BE USED AS A INSID OR OUTSIDE LOCK, ATTACHED -iCi© HEAVY-DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS © ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2: LOCATION OF® H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" 'WOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE -INSTALLED AT MID -HEIGHT OF SHUTTER. TYPICAL Q HV BLADE SHUTTER ELEVATION N.T.S. N11' \\'�P� PRODUCT REVISED \ i w wnp11j0g with the Florida S•. _ Building Code ' e E C® i C. BM ins ce No Z^O Z3.O� ` — jV V Expu iOn Dam /7 : / /vim: By - 'o '. S TE OF TILUT TESTING & ENGINEERING COMPANY Mi®1{Dad duc CDutrel 6355 N.W. 361h. SL, Ste. 305, VRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 `S/ONAL �i'e—molEltut.. t.eom 6 00057181 l WALTER A TILUT Jr. P. E. MIAMI-DADE COUNTY P.E. �URF/DATF FLORIDA L'c. $ 44167 FLORIDA GULFSTREAM ALUMINUM ILND SHUT9'ER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 CODE (High Velocity, Hurricane cone 2012 EASTERN METAL SUPPLY. INC. LM-Inlil R TIA Imov TT1 Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WWDOW BLADE & H.V. BLADE EV. No DESCRIPTION DATE Drcen . F.P./A.G. 1 OLD 06-314 03 15 12 DATE: 03/15/12 3 DRAWING No 12-085 �i '--- .. APPLCABLE i / EDGE OF MM—SLAB IF . SEPARATION I I MM. SEPARATION I I _ APP CABLE TO CUSS I 1 2 TO GUUL - ` (SEE SCHEDULE ON (SEE SCHEDULE ON SHEET 25) I I SHEET 25) I w -. EXISTING �. I I I I 2 POURED GLASS \ — POURED CONCRETE E. D.- I I I CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED REQUIRED (SEE SCHEDULE ON SHEET 26) FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) ® HD WALL HEADER INSTALLATION ® HD CEILING INSTALLATION . © HD TRENCH INSTALLATION ® HD WALK -OVER INSTALLATIC I EXISTING MN. SEPARATION I I I I 1 MIN. SEPARATION 1 c Ass To Cuss 2 O. I (SEE SCHEDULE ON I 1 r(SEE SCHEDULE ON MIN.�SFPAURSASTION I 1 I 2 SHEET 25) I I I SHFEf 23) I I.�I (SEE SCJJEDULE ON i I - I EXISTING i i I° I SHEET 25) I I. CLASS i G DUSTING I I . I I I I GLASS OPTIONAL I I I i ALTERNATE OPTIONALI— #14z3/4' HEX I ANCHOR I I HEX WASHER 1 \ i i I I I I TEK SCREWS WASHER HEAD i LOCATION I 14x3 4 HHEAD TIX SCREWS I ,S i 1 1 I . i 6' O.C. ®6' O.C. ; s CONCRETE ANCHORS - - ®14x3/4" HIX HEAD © + 7 (SEE SCHEDULE QN,. I� SHEET 26) )— -- 18 TEK SCREWS ®3' O.C. ' EO OR 1/4'0-20 S.S. M.S. CONCRETE- ANCHORS EDGE OF ,{ ' III SGE IF - W/ Nlli ®3' O.C. (SEE SCHEDULE ON ,�i SLAB IF1• G M�1/4'0-20x3/4' S.S. I SHEET 26) .. APPLICABLE EO EO' PHILLIPS TRUSS HEAD -- -- ------ APPLICABLE EDGE OF MACHINE SCREWS I I POURED ING 1/4"-20 CONCRETE POURED CONCP.ETE (SEE SCHEDULE ON II CONCRETE ANCHORS USI NUTS LT 6' O.C. e' I � EDGE OF REQUIRED WALL REO'D. SHEET 26) SLAB IF , • APPLICABLE . EE HD WALL SILL INSTALLATION E ©HD FLOOR INSTALLATION; POURED _• NOTE FOR COMBINATION OF SECTIONSCONCRETE REQUIRED Q HD RAINGUARD INSTALLATION : - .. T— SEE SHEET 21 FOP. TYPICAL SHUTTER ASSEMBLY. • E, 0. =EDGE DISTANCE 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION" (SEE SPECIFlCATIDNS ON SHEET 26) INSTALLATION DETAILS W/ O HV BLADE - SCALE: 3/8"=1" FLORIDA BUILDING CODE (High 'Velocity 'Huldcone 'I. iI :' +++++R,:.....••• ©2012 EASTERN METAL SUPPLY, INC. - PRODUCrREVISED J : \GENSF'•._� GULFSTREAM ALUMINUM �� TM as complying 1�ith the Florid BDi'd; AND SHUTTER CORPORATION' Accordion Shutter System Acccptance NO 2•^032;. p) V •� ` t�� INC. Expi IionDateo o/� ; (AssA 16) H.V. BLADE 1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE -o +; STATE OP ♦♦ TILLI7 TESTING &ENGINEERING COMPANY v. Ho DESCRIPTION DaTE 0 y , F.P. AG. 9 p 0355 N.W. 36 h. SL. Ste. 303, MRGINIA GARDENS, FLORIDA 3316 3OD1 S,E. GRAN PARK WAY I OLD 06-314 03 15 12 DATE: 03/15/12 MimniD o u0l Cantr01 '�'••• Fi��m.. :'.� 1 Phone : (305671-1530 . Faz : (305)871-1531 2 ........... �T+Tt+ a—m I: L6tcco®DDl.com STUART, FL 34997 3 DRAWING No ONAL ,T EB-0006719 ,(�� WALTER A TIwT J, P. E PH (800) 244-4143 FAX (772) 287-9740 4 1 L-085 MIANI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA U.. g 44167 5 1_ curr r Jtt MIJ WALL UUNNL•L:I IUN Ut IAILS VN Stitt Z4 - - OUT 9D' IN �f-EX151,NG GLASS INSTALLATION, OO O lO * SEE NOTES ON LOCKING RODS 3® & HD (D LOCKS ON SHEET 21 2 H V B LA D E Op + 1 5 OR 1© SSE END WALL"CONNECTION I DETAILS ON SHEET 24 — — — 1IXISRNC GLASS . L_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 — 27x2"x1/B'.D'-2" I - — (6063-T6 ALLOY) ALUM. 1/2 ANGLE W/ (2) 1/4'o I 35 * 35 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM i D.[1' 4C. x 3/4' S.M.S. ® 12" MIN*SEPARATION GLASS ON (4) H.V. (O�ON�) 4 (OPTIONAL) k (a) #74 BE A S.M.S4 I - (SEE SCHEDULE PINS (TYP.) A' TO TUBE E. EACH ON SHEET 25) I N (4) H.V. 33 ANGLE. (TYP) rJ 1 I ._ a 5/B' 6 1_/2' PINS (TYPJ e OR ® OR © + OOR) —:�-D — EXISTING GLASS + ORO , (5 N — 7— S N TO SKEET 2 I N C (SEEEE SCHEDULE ON SHEET 25) PRODUCT REVISED es complying nah the FIOridD Hu0din6 Code Aeceplonce No -O Z .p1 Expire ion Date o /7 Hy = Mifnni D Dd ct COn11Ltl ' MIAMI—DADE COUNTY P.E. --L_ _+---1�7_- Sa O.C. (°P NAL) HV8-HDB PUT SYMMETRICAL HD CENTERMATES W/ 04)* LOCK (EXTERIOR) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SA Ur :'� ,�� ' III t SS�NNAI �a �I'j1 TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 305. MRGMIA OARDEMS. FLORIDA, 331 Phone 305 . Fax ( ) 871-1530 (305)871—I531 a—mal N00EB-067191.eom WALTER A TU.rr Jr. P. E. 41 /SIC;NATI IRF/nATC FLORIDA Uc. g 44157 31 OR 32 . (°PnGNaL) 'HVC'-HDC' SYMMETRICAL HD -CENTERMATE'S W/ 9! LOCK (INTERIOR) , �.9 OR ®OR ©+ OOR 1V0 * ©DR®+ 15 HVE-HDE FLORIDA GULFSTREAM ALUMINUM AkND SHUTTER CORPORATION (ASSA # IS) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 I I ING CODE (High Velocity Hurricane Y:une ©2012'EASTERRN METAL SUPPLY, INC. Accordion- Shutter System LADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE 621 DRAWING No 12-085 POURED CONCRETE OR POURED CONCRETE`-' - .POURED CONCRETE CURED CONCRETE ' CONCRETE BLOCK WALL REQUIRED _ - OR CONCRETE BLOCK WALL REQUIRED OR CONCRETE BLOCK WALL REQUIRED OR CONCRETE BLOCK WALL REQUIRED -EXISTING HOR - O.C. EXISTING GLASS GLASS EXISTING GLASS EXIST NG GLASS ECONCRETE 2` MIN. ,��i I EQMIN. �MI�ARATION SEPARATION MIN. SEPARATION ION,�L TO GLASI i/I MIN. SEPARATION. 1/16"x3" MAX. TO CLASS (SEE SCHEDULE (6063-T6 CONT. ) TO GLASS SEE SCHEDULE (ON (SEE SCHEDULE I L. TO GLASS (SEE SCHEDULE (LOCATE AT 6 EITHER SIDE ON SHEET 26 ) ALUM. CLOSER PLATE. (LOCATE, 1/2" SHEEP 25) / ON SHEET 25) 1/2" - ON SHEET 25 ) OFQ) - AT EITHER SIDE MIN � 1/2" MIN. - OF®) I I *USE 1" OR 2" MAX. I . n14 _ 0 11, O.C..M. ® 16' O.® ----- (AS APPUCABLE)x2"x1/8"x0'-2" v. O.C.S.M.S.� 16" O. _ ----- ` ALUMINUM CUP ANGLE ` / 4(6063-T6 -Al ALLOY) AT MIDHEIGHT _ - 4 - (1) #14x1/2" S.M.S. TO,jj®& (2)1/4"0 TAPCONS ANCHORS TO .. SEE DETAIL X FOR SIDE CONNECTION .I O O _ TO TRACKS O O 9 OR 8 OR 6 % OR 10+15OR®+105) END CONNECTION DETAIL 10 �—POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED — — — — — � EXISTING GLASS MIN. SEPARATION TO GLASS VANCHOR/I (SEE SCHEDULE / ON SHEET 25) 16 1 _ 1/2" MIN_ — OR ® + O OR ��MI+ ❑ ti) END CONNECTION DETAIL 5 �! SEE DETAIL X PO 2 WALL AT 1" O.C. (LOCATE AT SIDE CONNECTION EITHER SIDE OF®) Q. TO TRACKS SEE DETAIL X FO 4�1 ��----�� ©+OOR®OR®+ © OR SIDE C00 TRACKS b+OOR®OR®+ I,', - O+©R®OR+©OR O 0+1 END CONNECTION DETAIL 0 END CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ---_—__1C ///------ EXISTING GLASS 7#14 D. S.M.S 6" O.C. MIN. SEPARATION TO GLASS E ANCHOR 0 1/2" MIN. (SEES SCHEDULE ON 25) - 12" O.C. .-. PRODUCTREVISED as eamoying with The Florid: Building Cad. Awept.nee No 17.-0'3.01 Expi�+dOn DRt.e 2. zeI] MIAMI—DADE COUNTY IRE. 2" MIN. OOR®OR©+( O + ©OR®+' CONNECTION DETAIL A. TILL? END CONNECTION `DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-Q" 4 -- ---- ©OR®OR© 42 ------ ---- 2 ll(E OR® ORQ PLAN VIEW DETAIL X END INSTALLATION . n HV BLADE INTO CONCRETE M. CONCRETE BLOCK WALL. FLORIDA BUILDING CODE -(Nigh -Velocity Hurricane ione; © 2012 EASTERN METAL SUPPLY, INC. - Ili �L A• ; STATE OF ; w ,• .•Ow°,4 �ONA��;,°°°°°°°° %1Cf(1Mf�fIGC /n ATT' �:IL�EC tN�. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Stu 305, 61RGIWA GARDENS, FLORIDA 3316 Phone : (305)871'I15UI 0�.® aL �(m;os)e71-1sa1 WALTER BA. TILER J. P. E. FLORIDA Ue. f 44167 GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA W 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 BERTHA TM � � Accordion Shutter sy_S$cm H.V. BADE III W/ OR W10 H.V. WINOOW.BLADE & H.V. BUDE EY. Ns DESCRIPTION DATE Dmwn h : F.P./AG. 1 OLD 20-1511 1 U3 15 12 I DATE 03/15/1 z 3 DRAWING No ' 1 2-085 4 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) * INSTALLATIONS W/ SYMMETRICAL HD CEN A S 31 OR '3©, W/ ONE HD 34 LO K & NO LOCKING DS 35 MAXIMUM AS.D. DESIGN LOAD (P.S.f.) 4 OR -) POURED CONCRETE INSTALLATIONS ALL MOUNTING CONDITIONS L+ (R) L -(RI . 0 OR LESS 15'-5' 18'-0" 35 14'-10" 18'-0' 40 14'-4' 17'_10" 45 13'-11' 17'-6' 50 i V6" 17'-O" 55 13'-3" 15'-10" 60 12'-11" 16-2 65 12'_g• 15,-6• 70 12'-6' 14'-11' 80 12'-O' 14'-0 85 11'-10" 13 -7 90 11'-6' 13•-2' 95 11'-3' 12-10• 100 • 10'-6' 12-6- 105 10'-0' 12-2- 1 W0 9'-S- 11-11" 119 9'-1" ll'-B- 140 8'-9' 11'_5• 125 - 130 135 140 - 10'-6' 145 - 10'-4" 150 - 10'-2" 155 - 10'-0" 160 - 9'=10' 165 - g'_g• 170 175 180 g•_2- 190 PRODUCTREVISED � eempl*s with the Flori& Beildieg Cade MIAMI-DADE COUNTY I P.E. * 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/CEIUNG: 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/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: DETERMINE: Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: DETERMINE: Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLA11UN5. L2-= MAX. SPAN FOR FLOOR/CELING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPIN IS EQUAL TO THE MINIMUM BETWEEN 'LI+". "L2+', 'LI-' AND "L2--' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. ♦ SEPARATION TO GIASS REQUIREMENTS MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 37. INSTALLATION LEGEND SUBSTRATE POURED CONCRETE MOUNTINGS --__(SHEET 22) WALL MOUNTING AA & EE FLOOR/CEIUNG BE, CC, DD, MOUNTING FF & GG HV BLADE ONLY FLORIDA BUILDING CODE -(High Velocity Hurricane Zone', '��pENSF'•'9 -_ 2012 EASTERN METAL SUPPLY, INC. n1 A A •4 Rya: 2 - GULFSTREANI ALUMINUM ��RT�A �� TM AND SHUTTER CORPORATION Accordion Shutter System /S VFY/ (ASSA # 16) H.Y. BLADE �I W/.OR W%0 H.V. WINDOW BLADE & H.V. BLADE #2 F( pP•: "�c�,t,,� •••....•• TILLIT TESTING & ENGINEERING COMPANY OSSS KW. 36th. St-, S%- 305. NRODM GARDENS, FLORIDA 3316 3001 S.E. GRAN PARK WAY REV. He DESCRIPTION DATE .Dmae . F.P./A.G. i OLD OB-314 03 15 12 DATE: o3/ts/t2 It 1 s/ONA1 T,t' Phone (3p5)871-1530 . I= : (305)871-1531 a-m'I® OLo067i91'eom• STUART,�, 34997 2 3 DRAWING No %•...n�n�' 1L/SIGNATURE/DATE WALTER A. TILUr Jr. P. E. FLORIDA Ue. g 44167 PH ,(800) 244-4143 FAX (772) 287-9740 { 4 1.2-085 s _..__. ANCHORS SPAQ1H2 LEGEND MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN 1/4•n TAPCON MAX. SHUTTER SPAN, MAXIMUM A.S.D. DESIGN LOAD AND A ' 5 16"o TAPCON XL CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) SPAN (ft) USE MAXIMUM VALUES BETWEEN POSTTVE AND NEGATIVE A.S.D. LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 8'_9" 8" 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 18'-0" 7 1/2• 5 1/2" 4" PRODUCT REVISED - aomplving with the Florid. Building Code Aa p(6nccNo Z-03Z3•oj Expjir�y/yonDato 17 344/2 Miami Dad o act Control MIAMI-DADE COUNTY IP.E. }+ NOTE: VAUD ONLY FOR UP TO 10'-0' SPAN *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SU95TRATE (A) ANCHORS TO WALL SHALL BE AS. FOLLOWS: ' A.1) TO EXISTING POURED CONCRETE: (Min. Vc = 3192 psi) - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". A.2) TO EXISTING POURED CONCRETE: (Min. Fc = 2899 psi) - 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER: MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16" TAPCON XL ANCHORS IS 2 1/44". A- 3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN -STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. 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 �HV BLADE ' ONLY GENSF 'J9 ' z �vr ST QF Q �0 @L E C ®,NC TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 3D5, VRMNIA GARDENS, FLOMDA 3316 Phone (305)871-1530 . F..: (305)871-1531 a-man: NRecoa-Laom WALTER A. TILUT Jr. P. E. FLORIOA Uc. 8 44t67 FLORIDA BUILDING GULFSTREAM ALUMINUM AND SHUTTER CORPORATi®N (ASSA 16j 3001 S.E. GRAN PARK WAY SMART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 CODE -(High Velocity ,Hurricane ;va ©2012 EASTERN METAL SUPPLY, INC. BERTHS HV Tm Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE REV. No DESCRIPTION _ DATE Drawn h)rF.P./AG. I OLD 06-314 03 15 12 DATE: 03/15/12 vn *`� ,`s/DIVA ��av'111C 'L/SIGNATURF/DATF 3 DRAV4U4G No 12-085 cucrr 4 5 KNUCKLE I— _2"tl OPENING KNUC - t\\ 0625" f . \\`_ J// EQ EQ FIAT PORTION OF BLADE ti II II I I 44 I EXTERI( Nv wlNDow II I I 1 � u t 5 3/4' / I ON C NTERS t .2 7/8" MIN. CLEAR I I CLEAR4" SEPARATION BETWEEN I BETWEEN OPEN E TABS .0625" 0625" I/ �I SECTION Y-1 f' SCALE: 1" = 1" I� fh I I 12" MIN. CLEARAIIICE TO BLADE BOT TM L EDGE � v I SCALE: PRODUCTREVISED w complyft with the Florid: Eaitains code Z_c323•of poeeptenco No Expi Lion Date a /7 NlEi m D act Contm TYPICAL HV WINDOW BLADE 1- AND POLYCARBONATE HV WINDOW DETAIL MIAMI—DADE COUNTY I P.E. TILLIT TESTING & ENGINEERING COMPANY 6366 N.W. 36th. SL. Ste. 305. VIRGIMA GARDENS, FLORIDA 33 Phone : (305)B71-1530 . Fe:: (305)871-1531 e—mail: ®eel.eom EB-0006006719 WALTER A. TILLIT Jr. P. E FLORIDA Lie. f 44167 . I FLORIDA BUILDING CODE` (High Velocity Hurricane one, © 2012 .EASTERN METAL SUPPLY INC GULFSTREAM ALUMINUM kND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772)287-9740 T"A IRV Accordion Shutter System H.V. BLADE1 W/ OR W/0 H.V. WINDOW BLADE & H.V. BLADE B 3 DRAWING No { 12-085 . f OOR®Ci N 16� 0 TYP. EA END MAX. 5 WINDOWS y ALLOWED Toll' WINDOW BLADE i SEE END CONNECTION DETAILS ON SHEET 11 TYP. f FULL HEIGHT. i @-©oeo (Ull ELEVATION MX SEPARATION TO Gu Ls DUSTING GLASS SEE SCHEDULE ON SIM 12 FOR RADE(D — — — — — — — — — — -- ------ ---- -� - - - - - - - --- - - AM ON SHEET 28 FOR BLADES m & T. 1 1 5 / TYP. SYMMETRICP.cETJTERMATES WOR f25J AND ��_ �i w/o/� (SEEJF' NOTE 4 ABOVE) PLAN PRODUCT REVISED rs cmnplying wilh the FLoridr. Building Cade Accepm—No 7--03Z3.01 Expica - Daze o 17 By Mimni Da uet Control MIAMI-DADE COUNTY IP.E. L�l®IN.. TILLIT TESTING & ENGINEERING COMPANY 6345 N.W. 3M. SL. Ste. 305. MRG WA GARDENS, FLORIOA 3318 Phone : (305)871—I530 . Fax : (305)871-1531 ..I[. lRleee®aoLecm EB-000919 WALTER A. nWT Jr. P. E. FLORIDA Ue. 8 447S7 * GENERAL LIMITATIONS AND ONDITIONc OF USG FOR BERTI -WORKING I. MAX. A.S.D. DESIGN PRESSURE RATING: +110,. 110 p.s.f. 2. MAX. SHUTTER SPAN: 96". - 3. ALLOWED MO0, T. U & 19. , 7; AS WELL AS MOUNTINGS M, 0, T. U &WON SHEETS 18 & 19. ¢i DNLY CENfERMATES 21 22 (BOTH W/ Q OR (2O ARE ALLOWED WITH Zt Q�2C1 ED IN A SYMFdENFfCAL OR OPPO ING LAYOUT. IN CASE OF OPP031NG YOITT, MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTERMA 5. (A) HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 27. (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGEOF HV WINDOW BLADE 1A OF ANY 3"0 HOLE FOR 44 SHALL BE 12'. (C) FIRST OR L T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE VA (D) HV WINDOW BLADE @ MUST BE USED ALTERNATE 'TO A SOLID HV BLADE 1O THROUGHOUT SHUTTER'S WIDTH. (E) C RMATFS SWILL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT ETIHER 51DE OF THEM. (F) POLYCARBONATE HV WINDOW 44 SHALL BE INSTALLED SO TH TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW 4 MUST BE ONLY INSTALLED AND LOCKED USING A HV SET LNG TOOL PROVID D BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS! INTO WOOD FRAME BUILDINGS ON SHEET 1B, AS UMITED By SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). - -. 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS: 13'.& 14 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE):, B. MINIMUM SEPARATION TO GLASS SCHEDULE. - SHUTIEF2 SPAN MINIMUM SEPARATION TO GLASS. 96" Max. 5" - ngRIOR ONLY) 2t 21 FLORIDA RAIL nitin nnri ru:-, GULFSTREAM ALUMINUM 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.,V BERTHA HV TM Accordion Shutter System H.V. BLADE 1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE REV. No DESCRIPTION DATE D_ : F.P./A.G. 1 OLD 06-314 03 15 12 DATE: 03/15/12 2 : DRAWING No .12-085 3 4 5 SHEET 28 OF 28 6 1 3, J MINIMUM Min• 43v a 1/4"x 0.035" THICK Min. i 43c V. STEEL TRACK CHANNEL, , 0 6' O.C. I' 53 GRADE 40 I.6n. ) FASTENED TO STUDSEXISTING1 1/2" TEN SCREWS 014 xE SH k DCrERIOR FACE , AS PICASL MIN. SEPARATION EXISTING GLASS TO GLASS — (SEE SCHEDULE) i rIYISTING FINISH MINIMUM i ``AS APPLICABLE 1 1/4. 0:035' THICK MI..i _ ® s" O.C. ® 6" G.C. Mln. GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA n HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 p.s.f. 2. MAX. SHUTTER SPAN: 54" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLYPARR RMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH GO A S7MMEfRICAL LAYOUT. USE O5 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ek'k BLADE SLACK DETAIL HVF IS VALID FOR CENTERMATE 21 APPLICATION WRH BLADE 1Q 6"x 1 1/2"x 0.035" THICK ' ® 6" O.C. Min. ASTM A-653 GRADE 40 Win. C-60 GALV. STEEL ..I Iv1S WALL HEADER/SILL INSTALLATION METAL STUDS V 6" O.C. - - - - EXISTING GLASS SYMtv1ElRYCCL :':I _.: 43a.4 b 43c ; ._;:= .. `• .� t I . i is •. :..:: .,.:..::..:.. ..:.:::..:. ,: ,'I'I'::.':-•: .. .,.• ' I :'i i �: ;•::--:: :.$:•.•;.':.. _,'.I I.:::.:,•. ;. :':'', :. CENTERMATES W/:... ,... I! .,::::.:..:.::.: • ':.',_...::.. ,..-... I I :• •:::-: i ( INTERIOR arr.Fss SIIIF..': i , ;•-'.:; (Cont.) Hv� 1/4' N. SEPARATION TO INSIDE LOCK (SEE 1/2" (6" Min.) PRODUCT REVISED'F as complying with the Find& ``'' Building Code IVd, 4'I 67 Accq tL.ce 0323.0 ► Expi lion Date o _-17 v T 6y i Da Dct Convoi -��/'�l n a lOP : ;•h< MIAMI-DADE COUNTY I P.E. 3a 1 j4"s NOMINAL ALUMINUM SLEEVE . 6063—T5 ALLOY SEPARATION TO GLASS SCHEDULE 3.000" •Max. MAX. SHUTTER MINIMUM SPAN L (in) SEPARATION TO GLASS 84" OR LESS 3 1/4" 015. LENGTH + 1" 43 -1 /4"O-20X,3" BOLT MUST PENETRATE 43c 1" 1.373" e N N 1 /4" 0-20 TH: 43c i�LCO CONSTRI. —PRODUCTS FAR—LOK COMPONENTS. EXISTING FINISH AS APPUCABLE SCALE: 3/8"= 1" (TYP. TOP & BOTTOM) 1 3/4•GALV.1/HICK in STEEL TRACT( ' AS'TM A-653 GRADE 40'Min. G-60 ' I I �•.: , �. •.A •' :. I I -•:� � `,i `:. GALVANIZED FASTENED: TO STUDS I SYMMETRYC 4L ',,.I I: ., :Mi''' i, ' : ;{ ';...'a w/ (z) $sx1/2 TEK SCREWS ON '•;: I I::` N. SEPARATION, INTERIOR & EXTERIOR FACE I I .•_CENTER MATES W/ ' ° �'` TO Goss z _J.•.I I' °:: '. (SCHEDU SEE LE)!': I U.-EXTERIOR ACCESS SIDE LOCI( 4 - G�� V ---------- ------------ ---- ---- - - _____________ _HV LOCH ETD AT HEADER/SILL ENDS VIEW Y 24 7". s 1/2" MAX. SLACK ** SIDE CONNECTION TO TRACG; HVC BLADE' SLACK DETAIL HVF FLORIDA BUILDING CODE'(High Velocity. Hurricane __.. © 2012-EASTERN METAL SUPPLY, INC. GULFSTREAM ALUMINUM RERTHA FIV TM AND SHUTTER CORPORATION Accordion Shutter System (ASSA g 1 s) H.V. BIAOE #1 W/ OR. W/O H.V. WINDOW BLADE & H.V. BLADE TILLIT TESTING & ENGINEERING COMPANY REV. N DESCRIP110H DATE Drawn by. F.P./A.G. 63SS N.W. 36th. St., Ste. 305. VIRCOIN GARDENS. FLORIDA 3316 Phone (30.5)871-I530 .Fax : (305)871-1571 3001 S.E. GRAN PARK WAY I OLD 06-314 03 15 12 DATE: 03/15/12 9-mail: 6QDoai.aam STUART, FL 34997 2 3 DRAWING No E 000 wALTER r P. E. A. TILUJr FLORIDA nulUe. 8 4 4167 PH (800) 244-4143 FAX (772) 287-9740 4 12—O85