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HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SC B N/VE� 772-462-1553 St. APPLICATION FOR STORM SHUTTER PERMIT Lucie County 1. LOCATION/SITE ADDRESS:-Ib'�2 C�c-ee,�bcLcc -.c- 2. PARCEL ID NUMBER: 3322—iCp— �41n'- 000 -•b 3. DESCRIPTION OF PROJECT: ckAy cllrr\tce^�„�V�•�.@c- 4. TYPE OF STRUCTURE: SFR:X MOBILE HOME: OTHER: 5. OWNERS INFORMATION` _ NAME: CeL� }� G 1� WV% ADDRESSI%3M_Q-&T0&nkheAMT L:,r CITYI'pt'�L-S�LLI 9_ STATE: -FL ZIP CODE:3y9t{tn PHONEAL11-197C 1-C EMAIL: 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: CO COUNTY CERT #: BUSINESS NAME:C-%,'&%&A,'re_Ca�M �iL1Mi �lV rll� "J`►l� C PHONE NUMBER-112 2'W_1- 6y1 k0 EMAIL: •� t�l�t�lu- �Q� \I�j�V�}�� Cam Type of Surface attachment: Wood Frame Concrete Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS ACCORDION ROLL -UP FABRIC OTHER I ) ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: ,$C'►Lk9'3.QQ PERMIT FEE: $ OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. �t Oar L . Ci• �F t Q(1 PRINT NAME OF OWNER OR CONTTRRA`CTOR/QUALIFIER ISI� ATURE_OF OWNER QR CQNTRACTOR/QUALIFIER ) STATE OF FLORIDA, COUNTYAF �t ACKNOWLEDGED BEFORE ME THIS 2_ DAY OF"" 20a, BY,_ &j% . \ (S. %rt$,3lLWHO IS PERSONALLY KNOWN TOME OR W PRODUCED AS IDENTIFICATION. S)rURE OF Y 1` LE: NOTARY LIC TYPE OPQRINT NAME T SEAL COMMISSION NUMBER E NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF C011INIENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC 9KRI State of Florida dgelyion EE135494 3/2015 7/24/13 lxeta*rLavin (I.11) Wi ax l: I of 1. l�r•talar'rty ltteutl$is:atatrra Site Address: 7632 Greenbrier Cir Sec/Town/Range: 22 :36S :39E Map ID: 33/22S Zoning: PUD Property Appraiser - StLucie Count, FL , PROPERTY RECORD CARD <<Frev Next ::a spry. AMst maat Taxes, PancellD: 3322-700-0063-000-6 Account tj: 149689 Ilse Type: SF Res City/Cnty: St Lucie County Excraaptions Permitw 1.10 re Print Owncr%hlp and 143ailing Legal l eAcr•iption Owner. Peter Lavin (TR) Catherine L Lavin (TR) POD 19 PUD H GREENBRIER (PB 41-5) LOT 58 (OR 3411-2638) Address: 7632 Greenbrier Cir Port St Lucie FL 34986-3303 iaaic:s Information Assansa tent 2012 Total Land and. Building, Date Price; Code Drx^d Book/Page 2012 Final: 220400 Land Value: 42000 Acres: 0.17 7/9/2012 305000 0001 WD 3411 / 2638 Assessed: 220400 Building Value: 178400 6/8/2004 308600 00 SP 1990 / 2683 Ag.Crodit: 0 Finished Area: 2220 SgFt 4/21/1998 21320600 02 WD 1140 / 1945 Exempt: Taxable: Taxes: 4458.97 BU1.9LDING INFORMAXION Ei txrior Features View: - RooiCover: CT - Cone Tile RoolStntct: HP - Hip F.,xtType: HB - HB Ye arBtt: 2004 Frame: - Grade: B - B EffVrBlt: 2004 Primewall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 Scewall: - iarfiMor FWnres, Be r[Rooms: 3 Electric: MX - MA}BMUM PrrnlntWall: DW - Drywall FullBath: 3 IIeatType: FHA - FrcdHotAir AvgHt/Fl: 1/213ath: 0 HeatFuei: ELEC - Electric Prm.Flors: CT - Tile -Ceramic %A/C: 100 %Heated: 100 %Sprinkled: 0 Spctr:rl llewures and V and Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth ENC2 - POOL ENC-AVG Y 1 940 AV AV 2004 1 0100-SF Res BI -Site I SWAV - RES POOL AVG Y 1 364 AV AV 2004 SPA - SPA -HOT TUB Y 1 25 AV AV 2004 PA01 - POOL DK-AVG Y 1 551 AV AV 2004 PHTR - POOL HEATER Y 1 1 AV AV 2004 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED www.paslc.org/paslc/prc.asp?prclid=332270000630006 1/1 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3858907 01` -')OK 3542 PAGE 856, Recorded 25/2013 at 11:56 i Cul ER mNTO geam it mutter Corp. 3001 SE Gran Park Way Stunt. FL 34997 772-287.6478 PERMIT NUMBER: ail-111 161*81 MKII11mulTM L The undersigned hereby gives notice Out improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, One following information is provided in this Notice of Commencement. I. DESCRIPTION OF PROPERTY (Legal descriplion ofthe property & street address, ifavailable) TAX FOLIO NO.t SUBDIVISIONa'G"s�V(�ICi - OLOCK TIUCf LOTy_BLOC UNIT 7. GENERAL.DESCRIFPIONOFIh/PROVLMENT: 3. O%VNER LYFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: .. N.meaM ad6ees�-0,�rYsvl� -in-I 2a C"(s•Pa���n lOa' C \a'�r'�e�- �L 4 bureau In property: lJ I A �{.f♦q�(p e. Nom.ard aoduu of fes Ample utich.tdcr Qrdirrennl from O:mer,Alisted above): l.1 `A Gd. A. CONTRACTOR•SNAME: uit� vtnv.•, fi (M.N�gWw� A a S), +4e. Contracor'I.ddreu:300t 8E WW 5u.t.-I rL b.Phonenumbm 'f72 • Z&7 • fo1V7lP s. SURLTs'Ilrapplimblr,. •oPYoflhe wrmer. bone+rnucnal: 34" 1 .. N.ra—d.dd ew N 1 A, Is. More number: e, Arr.m of bond: a d. A. LENDER'S NAME:_ a IA L.nder's address. b. Phone numb¢ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be saved as provided by Section 713.13 (1) (a) 7., Florida Statutes: a.N.meand Nd,cu: WN. b. Phone n unto ord./ig aled Farm,: N kA g. a. In addition to himselfor herself, Owner designates 1J Florids S A of to receive a copy of the Lien«'s Notice as provided in Seeti; 713.13 (1) (h), alutes. b. Phode numbn ofpawn or endry deatamted by Owner. N�► _ 9. Expiration date ofnoice ofeommencement (the expiration date may no be before the completion ofeonstruoion and final payment to the contractor, but will be I year ban the date orrecording unless a different date Is specified): ,10_ Under penalty of perjury, l declare dim 1 have read the foregoing notice of commencement and that the faces sated therein are Due to the best of my knowledge and belief. co�xxw,e, x� (Slgnalure of Owner or Lessee, or owner's or Lessee's (Print Name and Provide Signalory4 Tltleloffice) Authorised OflieerAMreetodPariner/Maneger) State orlr ,oA County of �.11sc�'e The foregoing Instrument was acknowledged before me this 17-PL%_ day or!6 , , 201Z by,%�%-%c,n,as C1liy(lP.� for(name of person) (type of authority,,,, e.g. officer, trustee, attorney in fact) (name of party on behalf of whom instrument was executed) Personally Know or Produced Identification Type orldentification Produced ig IS(Pr. I e, or StanslipcommissionedNameofNotaryPublic) STATE of FLORM ST. LUCIE COUNTY THISISTOCERTIFYTH TT ISI TRUE H ORRECTC PY FTh ORIGI ��� ° E. ITH CL RKe 0ate' ��3`''� PLANNING AND DEVELOPMENT SERVICES DEPARTMENT BUILDING AND CODE REGULATIONS DIVISION 2300 VIRGINIA AVE FORT PIERCE, FL 34982 (772)462-1553 Fax (772)462-1578 PERMIT RENEWAL REQUEST PERMIT NUMBER: 1 D R& VQ O ADDRESS: 9 1 V10a &Wn� 1 Q i 1, , 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 Lck-CHIC_. �o P pus SIGNATURE lea DATE Name STATE OF FLORII)tYl COUNTY OF ACKNOWLEDGED BEFORE ME THIS S DAY OF , 20a--q BY C IS PERSONALLY KNOWN TOME OR HAS PROVIDED-CCLN_S U _E� AS IDENTIFICATION. ELLEN VAUGHN STATE OFF ,A, County of p�'"YPbe� -_ :State of Florida -Notary Public Commission # GG 270079 My Commission Expires SIGNA F O SE a eb r 221 2 2 FOR OFFICE USE ONLY: Number of Open Inspections: Total Inspections: (Divide open by total to get % of open inspections) Percentage: Original permit fee: x % open = $ Renewal fee Example: [15 divided by 23=.65(%)] $175(permit fee) x .65=$113.75 (renewal fee) Revised 7/21/2014 V �P t \�'"" ` PLANNING & DEVELOPMENT SERVICES fwcQ �'901 BUILDING & ZONING DIVISION 2300 VIRGINIA AVE ' ��J� 1yo FORT PIERCE, FL 34982 (772) 462-1553 FAX 462-1578 CHANGE OF CONTRACTOR, SUBCONTRACTOR OR CANCELLATION OF PERMT PLEASE SAECT ONE OF THE FOLLOWING: CHANGE OF CONTRACTOR — Change of Contractor is to be signed and notarized by the property owner, and a new contractor of record for the current permit. A new permit application must also be completed with new contractor information and signature. A new Notice of Commencement must be filed in the new contractor's name for job values greater than $2,500 ($7,500 if A/C Change -out). A recorded copy must be submitted prior to commencing any work. There is a $50.00 fee for the Change of Contractor. CHANGE OF SUBCONTRACTOR — Subcontractor changes are to be completed by the general contractor. The new subcontractor must fill out a Subcontractor Agreement Form. There is a $50.00 fee for the Change of Sub - Contractor. CANCELLATION OF PERMIT — The cancellation of a permit is acceptable only if no work has been done. Cancellation of permit is to be signed and notarized by both the owner and qualifier of record. There is no fee for cancellation of the permit. Date: Site Address: Permit Number: I.�AM State License SLC License Original GC, subcontractor or owner/builder D I � -)n ZL LQbG4 State License A) /4— SLC License xA) New GC, su contractor I, V Reason for Cancellation The undersigned does hereby agree to indemnify and hold harmless St Lucie County, its officers, agents and employees from all costs, fees or damages arising from any and all claims of action for any reason, which may arise as a result of this change of contractor/subcontractor or cancellation of permit. A permit cannot be cancelled if work has been perfoMed. SIGNATURE OF OWNER (or owner/builder) PRINT NAME State of Florida, County of St. Lucie County The following instrument was acknowledged before me this day of 20_, by is personally known to me or who has produced as ID. SIGNATURE GENERAL CONTRTCT I£ (or new GC, as applicable) PRINT NAME State of Florid�instrum ounty o t. Lucie Coun The following t was acknowledg±befbreZoo?) day of 20_ by who is personally known to me or who Vs produced as ID. Signature of Notary Date Signature of Notary Revised 04/15/16 Date <:::"AL11MINUff & SHUTTER CORP Do It Once. Do It Right. Since 1979 300lS.E.Gran Park Way, Stuart, Florida 84997 (772)287°6476 ° (800)244°4143 FAX (772)2O7~P740 E'Moi|:jobr|en@gu|fnhuttem.00rn vvvvvv.gu|fxhuttem.00rn Lic.#K4COO2Ol' SL 1211'PB#U-17051. CRC58017 LAYOUT SHEET Page _Iof�-__ Key StVnPanels RoUupo RU /��oon�nnn VNndoyv�Dnom VVD Bohmn1oo'B/�—° Awnings 'RA Colonials - CO Ultra Lattice - UL d7 Special Instructions: � . ......... .. . ....... . .......... . .......... .. . ........... . . ...... .. Accordion Mp-a-qijrp- Rhp-a-f Job: 1 LEVIN- PFTFP P. r.ATWV I I=VIPJ Pl=-Q nqfp HV 76 x 130 Finished Size Color Build Out - Top Notes Lock Height Tracks: SIP sq/Ft 84.5 1 Blades: A Left Rjg!j! # Blades: Stack" Sides: 88 x 138 Blade: Ivory Track: Ivory Rem.Bot Trk? IN - OUT - BOTH Out B10 Bottom Restricted? 2nd Floor? Rods — Top: Bot: HV Finished Size Color Build Out - Top Notes Cock Height Tracks: SP sqlFt Blades: @ Left RightIvory # Blades: Stack" Sides: 33 x 59 Blade: Ivory Track: Rem.Bot Trk? IN - OUT - BOTH Out 27 x 51 B/O Bottom Restricted? 2nd . Floor? Rods Top: Bot: HV Finished Size 94.5 x 89 Restricted? 2nd Floor? 0 Color Build Out - Top Notes --COck Height Tracks: SP sq/Ft 58.5 Blades: Left Right # Blades: Stack" Sides: Blade: Ivory Track: Ivory Rem.Bot Trk? El IN - OUT - BOTH Out 82 x 81 B/O Bottom Rods Top: Bot: HV Finished Size Color Build Out - Top Notes Lock Height Tracks: SP _ _ I [sq�Ft 59.5 Blades: Left Right # Blades: Stack" . V Sides: 81.75 x 104 Restricted? F-1 2nd Floor? Ej Blade: Ivo Ivory Track: Ivory Rem.Bot Trk? IN - OUT - BOTH In — 72 x 96 B/O Bottom Rods Top: Bot: uuaweam Aiuminum ana Shutter Corp. (p) 772-287-6476 NOTICE: This document is the property of Gulfstream Aluminum. lAccordion Measure Sheet Job: i LEVIN, PETER & CATHY LEVIN RES. Date 5 HV Finished Size Color Build Out - Top Notes Lock Height Tracks: SP sq/Ft ! 228 Blades: @ Left Right # Blades: — Stack" — Sides:. 256.25 x 128 Blade: Ivory Track: Ivory Rem.Bot Trk? W + 2 SIDE CORNERS IN - OUT - BOTH In 233 x 120 B/O Bottom Restricted? � 2nd Floor? Rods Top: Bot: 6 HV Finished Size 126.75 x 71 Color Build Out - Top Notes Lock Height Tracks: SIP sq/Ft 162.5 I Blades: @ Left Right " # Blades: — Stack" — Sides: Blade: Ivory Track: Ivory Ivory Rem.Bot Trk? ❑ IN - OUT - BOTH Out 112 x 63 B/O Bottom Restricted? El 2nd Floor? Top: Bot: 7 HV Finished Size ---..__..._.._._ 62.25 x 59 Restricted? ❑ 2nd Floor? Color Build Out - Top Notes Lock Height Tracks SP sq/Ft ; 2fi Blades: @ Left Right # Blades: — Stack" — Sides: Blade: Ivory Track: Ivory Rem.Bot Trk? IN - OUT - BOTH Out 53 x 51 B/O Bottom Rods Top: Bot: Q Q HV Finished Size 62.25 x 71 ............... ...._. _._ Restricted? 2nd Floor? Color Build Out - Top Notes Lock Height Tracks: SIP sq/Ft 31 Blades: @ Left Right # Blades: — Stack" — Sides: Blade: Ivory Track: Ivory Rem.Bot Trk? ❑ IN - OUT - BOTH Out 53 x 63 B/O Bottom Rods Top: Bot: .Gulfstream Aluminum and Shutter Corp. (p) 772-287-6476 NOTICE: This document is the property of Gulfstream Aluminum. 'Accordion 9 Measure Sheet HV Finished Size Job: Color ` LEVIN, PETER& CATHY LEVIN RES. Build Out - Top Notes Lock Height Date Tracks: Ls.qt I 42 Blades: @ Left Right # Blades: — Stack" — Sides: 85 x 71 Blade: Ivory Track: Ivory Rem.Bot Trk? ❑ IN - OUT - BOTH Out 74 x 63 B/O Bottom Restricted? 2nd Floor? Ej Rods Top: Bot: Gulfstream Aluminum and Shutter Corp. (p) 772-2B7-6476 NOTICE: This document is the properly of Gulfstream Aluminum. .l MIAMI-[DADE MfIAlt91-DADE COUNTY 1ii:IW� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) . 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION, DIVISION Miami; Florida 33175-2474 T (786) 315- t590. ' F (786) 3J 5-2599 'NOTICE. OF ACCEPTANCE(NOA) 'WWWMiamidade.eov/eeonomv Gulfstream Aluminum and Shutter Corporation 3001 S.E. Gran`Park Way' Stuart, Florida 34997 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction CArn This NOA shall not be valid afterthe 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 qualityassurance purposes: If this product or material fails to perform in. the accepted manner, the manufacturer will 'incur the expense of such testing and the ANJ 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 wi$h the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " Bertha HV "Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 12-085, titled " Bertha HV Accordion Shutter System ", sheets I through 28 of 28, and sheet 28A, prepared by Tilteco, Inc., dated March 15, 2012, signed and sealed by Walter A. -Tillit Jr., P.E., on March 16, 2012, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING:. Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and_NOA number, per TAS-201, TAS- 202, and TAS-203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur_afler the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales; advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be 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 NON shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07-0108.03 and consists of this page 1, evidence submitted pages E- I &' E- 2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. C�.WMEcouwff /� �L//n/ J�-� NOA No..! 2-0323.01 En it ation Date: 05/29/201 7 Approval Date: 10/19/2012 I D// g/Zo / L _ Page I .L Gulfstream Aluminum "and Shutter C oration NOTICE OF ACCEDENCE SUBMITTED l EV3[DEN10E SII11'IIT I'ED UNDER �REVIOIiS �APPIZOVAIa # ®7-01 ���. g . A a �9.9f3 i'7 91� �13 :. a - 03 - l. Drawing -No. 06-314,; titled "BerthaHU'Accordion Shutter :System s through 26. of 26p prepared by Tilteco, Inc., dated December 26, 2006, si signed and heetan 1 sealed by Walter A. Tillie Jr.,1; E., on January 03, 2007. B. TESTS 1 • See Associations generic approval under 06-0130. C• CALCULATIONS I. See. Association's generic approval under 06-0130. D. QUALITY ASSURANCE 1• By Miami -Dade County Building Code Compliance O, f ee. E. MATERIAL CERTIFICATIONS 1 • See Association's generic approval under 06-0130. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., d. December 21, 2006, certifying this product to meet the ated 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 Tilieco Inc., dated December 26, 2006, certifidng that the drawing (No. 06-314) prepared for Gulfslream Aluminum and Shutter Corporaticn, 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 ofAcceptance as submitted and reviewed. H�A.i9. Product Control Unit supervisor NOA. No. 12-0323.01 Expiration Date: OS/29/2017 E Ap -1 . . proval Date: 10/18t2012 Gulfstream Aluminum and Shutter Co orafion NOTICE OF ACCEPTCEs EVIDENCF SUB iVII7'TED I. NEW EVIDENCE SUBMITTEID A. `DRAWINGS: , 1- Drawing No. 12'-085, titled Bertha` Hll ,accordion Shutter System through 28.gf28, and sheet28A, prepared by Tilteco, Inc., dated Mrr-ch,lsheets l signed and sealed by Walter A. Tillit Jr:, P. E., on March 16, 2012. S, 2012, B• TESTS 1. See Association's generic approval under 11-1676. CAL AL ATIOri.S 1 • See Association's generic approval under 11-1676. D. QUALITY ASSURANCE 1 By Miami Dade County Department ofRegulatory 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, certing 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. 11-1676, signed by Legny Rodriguez 2• Acknowledgment letter by Gulfstream Aluminum and Shutter March 20, 2012, signed by Mr. John L. O'Brien. Corporation dated 3• Letter by Tilteco Inc., dated March 19, 2012, certifying that the drawing (No, 12- 085) prepared for Gulfstr-eam Aluminum and Shutter Corporation, signed and sealed by Mr. Walter A. Tillit Jr., P.E, is .engineering wise identical to ASS,4's generic drawing (No. 11-111). 11 Y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA. No. 11-0323.01 �xP'ration Date: 05/29/2017 E - 2 Approval Date: 10/18/2012 1• BERTHA H.V. A(:CORDICI, SHUTTER S YSTEM SNONN ON THIS PRODUCT pppROVN.tpppUMEM�(PA.Dt.)— BEEN E FLOAI.A BUIL0114G CODE, DESIGN WINO LOADS 51 :; T}11S ACCOg010N SHUTTER SYSTEM MAY BE INSTALLED AT INSTALLATIONS UNDER 40f0 BE DETERMINED AS DER SECTION 1820 OF THE ABO VERIFIED FOR COMPLIANCE IN ACCORDANCE IN ORDER TB0 AND SHALL N07 EXCEED THE HIGH VELOCITY HURRICANE ZONES, TO MAXIMUM (A.S.O. MENTIONED COpEg, USING ASCE 7- WITH THE 2007 B1' MLR,7IPLYlHO THEM BY 0� CONDITION,RtoULiTItMTE DESIGN Nr� LOADS ) DESIGN PRESSURE RATINGS INDICATED OS STANDARD FOR INSTALLATIONS & 2010 EDITIONS OF IN ORDER 70 1'ERIFY THAT PER ASCE TRIO RATINGS ICTED ON SHEETS 12 RELATIONS UNDER 2007 F8C ANCHORS ON THIS p THESE W/ MAK, (A.S..) M N� THRU 17 BERTHA N,v, ACCORDION SHUTTER a 28. 211NEIM. 28 & 28A. & ASCE 7-10 FOR ATL REPORTS; SYSTEM'S ADEgUACY FOR Wlkp ERE NOT OVER RAi1Npg MOICATEpFl SLICED TO A•S.D.N W'R1D LL3ADS AND LARGE MISSILE RIMPACT A JJX INCREASE IN ALLOWABLESTRESS R17 t 2A Za 8 & � -HV WINp01YOLg0214-01-03. ®0715.o1-oJ, (/f 003.01-Os, LORD HAS BEEN VERIFIED IN ACCORDANCE µr;Ty S LOADS WAS THEIR q _HV BLADE 2 ®1T0505.01-08 AS PER TAS 201, 2021&1203 PROTOCOLS 1-05 1110317.02-05 AND p725.0�0609,01-10 q5 PER TAS 201, TAS EWINDC71DN 10260FT USES IN ANALYSIS Q 80422.01-OS AS PER TAS 201, 7A5 THE ABOVE MENTIONED CODES AS PER 2. HV BLADE I(DAND HV BLADE (j)ARE ENGINEER 202 ANp TAS 203 PRO 08 AS PEq TAS 202 PRO7000L, 202 AND TAS 03 P WIND ZONE MUST' BE CLEARLY Ip PROTOCOLS, 2 PROTOCOLS. SCHEDULES MUST BE APPLIED TO 7L74IFIED IN ACCORDANCE WITH SECT ON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES VALIDITY OF COMPONENTS FOR E CORRESPONDING OF ASCE 7- &(I)ACCORDION SHUTTERS BLADED WIND ZONE. THIS SHALL INCLUDE REOUIREMENDT(FFCR2007 SEp TRANSITION SYSTEMS FOR EITHER WINO ZONES MIN.) & ASCE 7-10 FBC 2010JJ. FROM END ZONE 5 TO ASCE 7 STANDARD AN0 SHALL ARgT10N i0 gLA$S. DELIMITATION DP NO CONDIRONSINTERIOR q!,;ZONE 4, EACH BE SUBM HALL BE PREPARED AND CERTIFIED BY q WIND ZONES FASTENER TYPES HV BLADE Q qyp y1. WINDOW BLADE SUBMITTED TO THE BUILDING OFFICIAL Ai THE FLORIOA REGISTERED 4 AND 5 3, BERTHA H V ® ARE ALSO ENGINEERED TO TIME PERMIT IS APPLIED FOR. ENGINEER OR AS WE!'L AS ACCORDION PINS (HV SCREWS , WORK IN UNISON WRN ARCHITECT BASED ON BUIl01NG CON SERIES STAINLESS STEEL SCREWS ) USED AT BLADES KNUCKLE AND FOR DIRECT MO' EACH OTHER UNDER THE G FIGURATION AND APPROVED COATING APPLICATORS. E STEREO k,I AM GENERAL LIMITATIONS AND 4. ALL ALUMINUM YIELD STRENGTH ANp i80 ksl TENSILE STRENGTH, PINS SHALL CONDITIONS OF U FOR 600S- EXTRUSION SITALL BE ALUMINUM ASS ERICAN SH UHT CONNECTION. TO TRACKS SHALL BE USE INDICATED TS ALLOY. UREA SYSTEMS ASSOCIATION, PINS MUST B BE COATED WITIy B�qi, 14X2.73 ON SHEET 28, S. ALL SCREWS TO BE STAINLESS ASSOCIATION ALLOY AND TEMPER EAR .THE HV BE HV DACROS IH Epp XI.75 RESPECTIVELY STRENGTH AN LY W/ STEEL 304 OR AS INDICATED ON SHEETS MARKING ON (HEIR HEAD, COATING SYS 410-HT MINIMUM D TO COMPLY 1y/ FBO SECTION , B 3S+ SERIES OR CORROSION RESISTANT 2 AND J. MINIMUM YIELD 1EM AS MAF!UFACTURED BY 6. BOLTS i0 BE RSil4 q_3p7. G STRENGTH FOR 6083- ALVgN12E0 STEEL, OR COATED CARBON STEEL AS PER DIN 50018 WITH 30 knl MIN. TRENr IS •r 7• SEE THERI51 J04 OR JI6 J1•• ket AND J5,7 kai FOLLOWING SHEETS FOR SERIES STAINLESS STEEL WITH 35 kol MINIMUM YIELD ANCHOR SPECIFICATIONS: HV BLADE t HELD STRENGTH . Q: 13, 14, 15, 1fi. 17 AND 28A STRENGTH.. AND 90 ka! MIN. TENSILE 8. THIS BERTHA N.V. ACCORDION SH HV BLADE 20 28. EASTERN METAL SUPPLY. !NC UTTEA SYSTEM HV BLADE O & ® WORKING 1N UNISON; BEARS A U.S, PATENT K779,SB2. COMPONENTS OF TNISI 13 14 9• R SHALL BE hIE RESPONSIBILITY OFT & 16, SEAL/CAULK ALL SHUTTER COMPONENT OF THE CONTRACTOR TO APPROVAL ARE COVERED, IN WHOLE OP, IN P 10. EACH UNIT MUST BEAR p EDGES WHICH R VERIFY THE SOUNDNESS pF T'HE PART BY U,S, PA EMAN, THRU FASTENING IN CONTINUOUS CONTACT WITH TFA7 :)5'45B.17s ISSUED TO HV AND HD PERMANENT AND STRUCTURE WHERE SHUTTER 1S TO BE ATTp ERM.414 ENGAGE GRIN A 17ALL PLACE WITH WARNING NOTE, DURING PER OF THE BUILDINO TO Pq OHET) TO INSURE PROPER AIJ 11. ALLOWS: ENe LOCK ALL HV AND HD LOCKS. BVEHT WIND/RAIN 1 RAGE. CO FOLLOWS; - SHUTTER MANUFgCNR HURRI WEND HTRUSIOH, CHO CONTRACTOR TO STUART, FL. SHUTTER 'S LABEL SHAD, BE PLACED ON THE EXPOSED SL!RFACE OF THE SIDE CARE WARNINGS HOME OWNER, TENANT.OR OTHERS, MUST PROPERLY CLOSE GVIFSTREilA1 ALUMINUM AND MIAMI - CORPORA710N. RAIL APPROXIMATELY .4" B ALL DADE COUNTY PRODUCT CONTROL APPROVED. FLOW THE TOP OF SUCH RAIL 12. BERTHA H.V. ACCORDION SHUTTERS LABEL SHALL WHERE PERMIT IS APPLIEDYSTEM'S INSTALLATION READ AS T0, ALLATION SHALL COMPLY WITH SPECS INDICATED IN 13 (e) THIS P•A.D. PREPARED BY THIS ENGINEER IS GENERIC AND GOES NOT p THIS DITALWNG PLUS ANY BUILDING. AND ZONING REGULATIONS PROVIDED (b) CONTRACTOR TO BE RESPONSIBLE FOR THE 5 FROM THE CONDITIONS D ELECTION, PROVIDE INFbRMgTIDN FOR q S BY THE JUR!SOIC710N EL'VLEO ON THIS DOCUMENT. PURCHASE AND INSTALLATION IN SPECIFIC PROJECT; I.e. 'HERE (°) THIS P.A.D.ECIWILL 6E CONSIDERED INVALID IF CONSTRUCTION CLUDWG LIFE SAFETY OF THIS PRODUCT. THE SITE CONDITIONS DEVIATE FRON SAFM AT SITE IS THE CONTRACTOR'S THE PA.O. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED By E0 BY ANY MEANS. RESPONSIBILITY. BASED ON THIS P.A.D., PROVIDED HE SH BE RESPONSIBLE FOR THE HALL / E DOES No DEVIATE DRAWINGS FOR E FOR ER U THE PA D. ORIDA REGISTERED ENGINEER OR ARCHITECT SE OF AD. ENGINEER OF (e) THIS P.A.D. SHALL BEAR RECORD, ACTING AS A DEI.ECATEDICH WILL BECOME THE ENGINE THE GATE AND ORIGINAL ENGINEER To INFER OF RECORD (E.O.R. FOR SEAL. AND SIGNATURE OF THE PRO THE PA.D. ENGINEER SHALL SUBMIT TO THE PROJECT PROFESSIONAL ENGINEER OF RECORD THIS LATTER THE SITE SPECIFIC THAT PREPARED rr PROI)Ucr RFvlsrD aP!j•1,s FI Yd:: : `,.'y>4 `jGE 3 CO& EA7�1•a, /7 By IN �o tt Control _ 'O '} MIAMI-DADE COUNTY Ip E SEA 1 • Ham/ �I GENERAL NOTES —_ SYSTEM COMPONENTS SYSTEM COMPONENTS 1-20 TYPICAL SHUTTER ASSEMBLY SHEET I SHEET 38_43 SHEET 3 - SHEET -4 . •�uLISC._LtPP heal rY - TYPICALSTASHUTTER ELEVATION & NOTES ON LOOKS INSTALLATION DETAILS. �.- - A_E INSTALLATION .DETAILS F_ CONCRETE/BLOCK 4 CONCRETE/BLOCK CENTER DETAILS SHEET SHEET 6 HV CENTERMATE ALTERNATING- CENTERMATE DETAILS HV. ., SHEET 7 SHEET B END CONNECTIONILS DETAILS 1 _ MAXIMUM SPAN TABLES r' CONCRETE/BLOCi( SHEET B SHEET Tp ' ANCHOR SCHEDULE_ ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 11 SHEET 12 ANCHOR CONCRETE & BLOCK SCHEDULE- SHEET 13 DONCRETE d: BLOCK ANCHOR SCHEDULE- WOpp SHEET 14 AIJchIOR SCHEDULE- WCOD INSTALLATION DETAL3 COD W000 ' INS7AI,LgT10N'"TAILS 'HEEL is SHEET 16 SHEET 17 S-X; WOOD END 'CONNECTION DETAILS SHEET 1B 7- 12 & X, 1VD00 S HEFT 79 • ASFA 3: H17 SHEET 20 BI enr ! TYPICAL SHUTTER ELEVATION INSTALLATION DETAILS & NOTES ON LOCKS CENTERMATE DETAILS ! p-0G' CONCRETE � .SHEET 2; ENO CONNECTION DETAILS 1-6 & X. CONCRETE/BLOCK MAXIMUM SPAN TABLES SHEET Z2 SHEET 23 ANCHOR SCHEDULE, CONCRETE SHEET 24 SHEET 25 SHEET 26 ' TYPICAL WINDOW BLADE &WINDOW DETAIL. TYPICAL SHUTTER ELEVATION _ SHEET 27 . ' SHEET 28 INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A FI no1n. '• ` = I /'-�� ' 1 f� E C """'"t L1ulLDING CODE High Velocity Hurricane joi GULPSTR@ �20t2 EASTERN METAL SUPPLY O �Nc, TILLIT AND SNUTTL=R COLu 'Hum INC BERTHS R tom:• " �� �T TESTING $ ENOINEERINC a333 H,,,. 3etb. 31., slc. 303, MR 1aaA COMPANY Pne.a : (305BENS. RP"RATION (ASSA Tfl I6) Accordion Shutter TM BEAD✓ I W/ �ystem ••.��G ILL tL e7t- FLORIDAV. e)-ma-1330 , Fot ; (30S)871-I 31 J018 6ReaoQool.com 3001 S,E. GRAN p ARK WAY OR W/0 N,V. WINDOW B EY. Ho DE3CRIPitON DDT' & N,V, BLADE ,,llll f�URE D ATE EB-000a>t9 WALTER A Tlll7f Jr' P.E FLORIDA Ue, Y 44167 STUART- FL 34997 PH (800) 244-4143 DATE = LD 06-314 03 15 12 Droun , F.P. AG, DgTE: 03 1 FAX (772) 287-9740 4 DRAWING Np2 s 12-'085 6 TH OF — (-S"a' FOR {YW°ON BLADE �Y 4 / O .rs . 4.377 I RA 4" + _ J34 " a,S77 oa 4.897" mA 4.857 1OtL1( �ULIU B_>, 6�� COVER D UNDER US PATENT # 545BI79 �HV g enr 1A WINDOW B1 np s --� �-COVERED UNDER US PATENT # 5458179 *SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 28 6005-TS ALLOY AND T MPER 6063-T6 ALLOY AND TEMPER ss" __ 6" .Ei70" r1.500" _r 2.2�6"._ m ["4,..'p7'" 3.226 0 H�L®DJ. ADAPT IJHV UALIFIED _ ADJ. FLOOR TRACK ER W,/ IP QFOR SEW HV QUALIFIED F R USE W/ HV BLADE 10,ft�A &� BLADEI &�71 5063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER '0 1,07" n VARIES _ a",. 063• ry 1 1.915„ ax. 8 - .O .083" o .0 3" . 0' "' .10D 4 � ms o 670 1.6 0 n 11� HV CEILING H encp QUALIFIED FOR USE W/ Hv C� HV HEADER/SI I• BLADE & FO/ HV SEE SECTIONSONS QUALIFIED R USE W FOR VALIDITY BLAI & DE 6063-T6 ALLOY AND TEMPER SEE SECTIONS FORLIDITY 6063-T6 ALLOY AND TEMPER }' MH XMN YMN t 1` 1" 0.062• t- 18ALI IDD FOR USE W HV ALUMINUM eN .I FS BLADE 0 ,L(Fjl & QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE (SEE SCHEDULE) 6063-TS ALLOY AND TEMPER O 0 d 4. 8 ' .B 9' 3OHV UNIVERRAI Gl nArS.. QUALIFIED FOR USE W/ HV BLADE 0 & 6005-T5 ALLOY AND TEMPER02 70, 072 a BIB" n 4. 36" ()HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE(D&O 6063-T6 ALLOY AND TEMPER 9 093" 670 • J 13 HD CEILING H eneQ /ctl I QUALIFIED FOR USE W/ HV BLADE Q & SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER COMPONENT A I B I TI I T2 17 08) I9 �,otEA A. PBOD11critu Ism 000MPICpo iththaFlorida {t X • i' =�• .3tt '•�CEN�.::'�� BuildingAcw7NaRee No Z-0 Z3, 0� ExF' —' G7/v TF I-atLk STATE OF ?R� llauueo0 i7 HE controlA. MIAMI-DADE COUNTY 1P.E. 2-2" 5" MAX. 1/8' 1/6" HVO1 2" S" MAX. 0,192' 0.192` MVO 2.5' 7" MAX. 0.190" 0.190" „V( IIL EC O „,7. TILLIT TESTING & ENGINEERING COMPANY 055 N,17. 36Lh. St.. Sb. 305, V,,,,NM OARODES, FLORIDA J3 Phone ; (305)871-1530 ,fox ; (3DB)871-1S3t •-molh tm-a®aa-m WADER A. ollWT Jr. P, E. FLORIDALlc. / 44167 VARIES 1.9I8' Max. OAn N N .378" R'. HV DIRFCT MOUNT QUALIFIED F R SE W/ FN SLADE'I , j & 6063-TS ALLOY AND TEMPER _267 .994"T8142- 20coo. QUALIFIED FOR USE SE W/ HV BLADE ONLY. 6063-TB ALLOY AND TEMPER VARIES 1.936" ox. m .12 N 0 J 526" 14 HD WA_ �L HE,� QUALIFIED FOR USE W/ HV SEE SECTITIONSS rORgALIDITY 8063-T6 ALLOY AND TEMPER X Y 1 2" 0.125" 3" 3" 0.090" 6a S:9BNER POSTS QUALIF ED FQR �BE J HV BLADE 01 & 2) 6063-T6 ALLOY AND TEMPER FLORIDA BUILt GULFSTREAPA ALILIMIN IM AND SHUTTER CORIPORATION (ASSA B Is) 3001 S.E. GRAN PARK WAY STUART. FL, 34997 PH (800) 244-4143 FAX (772) 287-9740 .4a1" FIV se• i,_ An• 'eT DTI .: •� QUALIFIED F R �U�SE BLADE 26063-TS ALLO AND TE� ER V, ` N� I iced NV RAIN QUALIFIED FOR USE,W/ HV '• BLADE 1 &_2. _ ' rnai_r� g _ LD. - 630 ~ 3.881, 15 AHD CEILING H�.en�ep,,i_,c,,�� QUALIFIED FOR USE W Hy BLADE I,(fyl & 6063-T6 ALLOY AND TEMPER INC. r TM DRAWING No 12-085 4. 76" S. .745" R�\ Si c �d�• -A62' - rn .325" .a.1° 21 AGENT_ ERMAM QUAUFIED FOR USE W/ HV BLADED& lA ONLY 6063.46 ALLOY AND TEMPER T �— z7sD .....j I�_27ao• --I PLAN FRONT ELEVATIOIJ �) LOCKER F'OR "T" I_r►('-K rcE�rrn._AArr QUALIFIED FOR USE W/ HV BLADE(DONLY ` 6063-T6 ALLOY AND TEMPER 1917 ix 31) QUALIFIED FOR USE W/ HV BLADE 1 & 2 6063-T6 ALLOY AND TEMPER . VARIES, 12' MIN. 1/4" ­20 S.S. OR 3/a•s-1a - ACE7AL THUMBSCREW& (SEE DETAILS) kis, � � :LOCKING ROp � QUALIFIED FOR USE W(��/ HV BIQ ,� Ff ` 6063-TfiLADE ALLOY .& AND TE PER Q 5 INSTALLATION WILL REQUIRE A 7/16" HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT (2f2)�'r. QUIED FOR USE W/ HV BLADE 1 do 1 ONLY 6063-76 ALLOY AND TEMPER 874" 1 756" 922" nL oo' c WHY MALE "T" nr. QUALIFED FOR SEWHB6063-T6 ADE / (� ET 14375"0 © HV 311 "0-16 A[ FTeI THUMB .C)F1A/S QUALIFIED FOR USE W/ HV BLADE D& ED FOR USE W/ HV BLADE 1 ONLY 6D63-TG ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6.ALLOY AND ME 1/4'-2041/ • 1 4•-20 ff G51 . FIAT HFAD 1�REAOE0 1 HIE CA 1 ENAMq S.S.N.S, BAITED PAINTED 1/4"-20 (2 WP•) THRFAOEO !-OIE CAP g ! ` HOUSING EHMJEL - "' tiU(ED PAINTED 01 g CRESS TURN S" "1 q KNOB. .318 + . BRASS CYDNCER _ BRASS CYLINOEN ' y PUKED)KEYS (CHROME ' ' - (CHROME PUKED) � — � HV LOCK ra HV EGRESS LO � ' e7s" QUALIFIED FOR USE W/ HV' QUALIFIED ¢OR USE W[ HV BLADE Q & ®ONLY. BLADE •1l & QUALIFIED kUl-FOR USE W/ HV BLADE 1 IA & 2O 6063-Tfi ALLOY aNO TEMPER ill/2" iI 1//'0 ( liV 1_/4� m-90 AISI 304 QUALIFIED FOR USE W/ FN BLADE 1 & p PRODUCT RRV(SED ,�t't441$P� �jGENSFf�J4s as complying With the Florida.Du Idi AeceplGna No Z - o Z. D) t• _ / DMO�7 , — t -SLr�GNAL TILLIT TESTING & ENGINEERING COMPANY 6356 N.W. 361h. 6L, S14. aOS, VIRCINIA GWODJS, FLORIDA 33 Phan° : (303)871-1530 . Fax 1 (305)871-1531 e-mail: lill4eo®ad.eom I 91 CbDtmI ENGi fift( ES-0006719 WAI'� MIAMI—DADE COUNTY P.E. SEAL/S(b`%iATURE/DATE A nun Jr. P. E. FLORIDA Lle, S 44167 a n N � m QUALIFIED FOR USE W/HV BLADE (� ONLY („ ONLY, �250" 0A. _ PLASTIC READ 91 B` MOLDEDREO .9 tI _NC ~ - " 5• a : 60 AFTER RIVE' 1 �4 , -20 X 3/4" BEFORE RNTrtwG SrS. THllMBSGREW 114_.__" 2b RIVN UT* . *SERIES 9444`ALUMINUM (20I4-TJ ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART / OB20.-AS MANUFACTURED BY AVOEL• , C41EflAY TEI(TOAN, PAR5IPPENY. NEtV JERSEY 07034 OR EQUAL HV ALTERNATIVE nrl• QUALIFIED FOR USE W/ HV BLADE iQ ONLY. 5 54*5 fy n o - o.875' Min. . w n+I o . m 1 .125' Mex. IriI ul ai O O _ 16 I 804" Q D LIRN CYLINDER OR KEY .57 "Min CYLINDER 1.78 Max. - By REGENT HARDWARE MORTISE LOCKS, SERIES 2333 HOOK BOLT LOCK. ` QUALIFIED FOR USE W/ HV BLADE D&(;�) W 2012 EASTERN METAL SUPPLY, INC. GULFSTREAM ALUMINUM B RTHA A.NN m+ VIAD SHUTTER CORPORATION Accordion Shutter oyster (ASSA N IS) V• RARE �1 W/ OR W 0 H.V. WINDOW BLADE & H.V. BLAj 3001 SE. GRAN PARK WAY V. N DESCRIPTION DATE I Drann . F,P• A,C OLD 06-3 4 03 5 12 DATE: 03/15/1 STUART, FL. 34997 2 PH (800) 244-4143 FAX (772.) 287-9740 3 DRAWING No • _ 2-08.5 'j"'ntuU�E FO V 1 HV 1 AND HV 1Z BLADES 10 HV BLADE I HV BLADE 1A 20 HV BLADE 2 HV LONG RECESSED NYLON BUSHING 39 _HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER _ 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16". THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S,S, RIVETS ® HV 1 3/4" ACCORDION PIN )%y O / #8 HEAD 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD IN IMPACT RESISTANT HV WINDOW (SEE SHEET 27) >x HILPIN Rlrrnun Ns�fl w�""""4Lc�-4r erne (1) HV PIN © SHALL ALWAYS BOTTOM KNUCKLES OF HV BE ACCORDIONSED AT ALL SYSTEM W/ -HV 1D R HV OR ® BLADE. (2) HV PIN (9 MAY BE LIEU O USED IN LIF EXTERIOR BOTTOM KNUCKLES OF LI qCIg AND ONLY AT BLADE WHEN CORRESPONDING TO INSTALLATIONS CC" AND "OD" SHEET 2L, . (3) HV PIN 0 OR ®•N/ -12. "0' 1/18" THICK S.S. / WASHER SHALL BE USED FOR DIRECT MOUNT SHEETS 11 6: 24._ INSTALLAT70N PER DETAIL X. RE V1SED �1u. r,„; Ft.uiun COUNTY IRE I EXTERIOR ��ttCR Al\4 ICI SCALE: 3/8" = 1 00,324" .048' TYP r '8� @ 9i✓ .�tEEL ARlile�n,�l� N.T.S. 1EN& � LIECO ��. �life.TESTING r * TILL1. IE OFy S ,• 0 ENOINEERINO COMPANY 035D N.W. 380. SI, Ste. 303. �OMK Phe°e S\S11 1 AL EN�� : (305)871- �EN5. FLORM 33 ! 03 ®e°O (tN41(1RE RE/DATE EB_ °I eom03)871-1531 WADER A oRo Jr. P.E, FIORipq Ue a4187 J L L -i- 40 ,�"� 47P" L 39 - � I EXTERIOR QQI� or® l j r HV' PIIN OR ® AT BLADE'S KNUCKLE. (SEE NOTE * FOR a . ,.REQUIREMENTS) Ali _ N.T.S. FLORIDA --GILDING CODE rW:..c GULPSTIt"M ALUMINUM AND SHUTTER CORPCRAerjDN (ASSA f 16) 3001 S.E. GRAN PARK WAY STUART' FL, 34997 PH (800) 244-4143 FAX (772) 287-9740 Urricone Zone INC. TM System I DRAWING No 12_08, SHEET 194 OF 9p . SEE ENO —f CONNECTION DETAILS ON SHEET 11 TYP. FULL HEIGHT. - ©«o « 17aR©«o+,Bow Q•®�O9+,sox,s+� TYPICAL n HV BLADE SHUTTER ELEV TION N.rs. drw i1nSmFmrta, ; dla.CO& cAcc+oFtmrce No - o ZS , o) E? U`•- P.E. brF- OF CORNER CENTERMATE 1, 71A NDRt01J b• E HV LOCK or OR VE ORB OW�LLP TO f06',/ANpFFORUNSTALL�nONSRT NSPANELEHVLOCK INSIDE OR OUTSIDE LOCK, ATTACHED TO 1 OR fj ENS W/(2) 1/4`0-20 x 1/2' LLOCATION OF LOCK SHALLBEAS INDICATED ON PUTTER ELEVATION. - 2. LIMITED aunaTORY CONDITIOA. I{I A Tr -' - „ LOCKING RODS AT TOP & 9p1TOFA SHA�L BE SECR F Ah1Y0SPAN ANDC NS ALlAT10 ATL HV LOCK OR ® SHALI BE ATTACHED TO OR 2T CENTERMATE5 W/ SAME SPECIFlCATAEVA ON MANDATORY CONDTiION �1. LOCATION OF U]CK�LOCKS AS ApPUCABLE SHALL BE'AS L INDICATED ON TYPICAA SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEOULAT ON SHEET L '- OCKS OR IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY -PURPOSES, UP TOTWO HVf^ � AS BE USED AS AN INSIDE OR OUTSIDE LOCKASO. CONNECTON' 0 LOCKS TO CENTE TWO K i LOCADON OF LOCKS SHALLABE AS INDICATED} ON PICAL SHUTTER ELEVATION, mO : - el .OMMQ i NA11D ONLY wtMl uaun....,".. _._.._-- _ c anuUnK PERFORMANCE. LOCKING RODS OR AN ALTERNAmE BUT MAY MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). AND INSTALLATIONS AT ELEV1jT10N. HV LOL^K 12q or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 1� d` � S ALL BE USED AT CORNER •CENTERM4TE5 FOR ANY Spjlry-- ATTACHED TD�CORNER CENTERMATE W/(2) 1/ s7_20 x 1/2• LONG FLA7 HEAD S.S. M.S. TWO LOCKING RODS 1C9 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ELEVATION. 6. • ONE ALTERNATE FIV LOCK MAY BE SED IN LIEU OF HV LOCK or ` .V � ,� ; IN57 TONS AT ANY ELEVATION. AL HATE LOCK ®MAY BE U5ED AS AN NSIDE 0 OUTS �ESLOCKA ATTACHMENT OF 1/4"tl-20x3/4" S,S. THUMBSCREW TO ®OR CENTERMATES SHALL BE MADE W 1 SIDE LOOKS T SHOWN N. SECTION HVE, SHEET 8. ONE LOCK Sh1ALL BE USED AT 1/2' OF/SHUTTER SPAN OR TWO , LOCKS AT 1/3 OF SHUTTER SPAN, *NOTES UN WV -T^ 1 r„•,i nhp CEUTGRUATrc: !�: ONE ALTERNATC Iw ti+. DN-rat VALID ONIv FOR NV Y" INSIALUATIO AT ANY ELEVATION, p1.T HATE LOCK S�LLEY IBEUU5ED AU OF S AN OR 0 I. ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9, ANY SPAN WHICH M N CONNECTED TO CENTERMATES200 @ AND �IW/ 1/4"0-20 x 1 1/2' LONG S.S. THREADED -.BOLT Vf/ 7/8"0;x 3/32' BE WINGNUT OR W 1/4'tl-20z1' S,S.M.S. INTO A 1/4"ox 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"- MAXIMUM ABD AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY.. "`tLQ1'ES ON HD I OCKS C �tTCR .Arrc HV LOCINOCK OR FOR ANY SPAN ANDS t`ALLA110NS.A ANYDNELEVpTTipN ATI,7ERNATE HD LHD L �OCKA� MAY BE USUEU ED OF AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF' HD LOCK TO ANDH IS W/ 3 g6 x 3/8" F;H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HD8- MIDPAN OR 12` MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 5 COMPLEK MAY BE INSTALLED AT I FI nolnA M„1 15)2012 EASTERN ME AND SHUTTER CORPORATION Accordion. S TILUT TESTING & ENGINEERING COMPANY (ASSA If 16) HN, BLADE #1 W OR W 0 H.V, 03SB NA 3elh. SI., 51e. Jos, VIRO A OARMM. rtardN 33151 315 3001 S.E. GRAN PARK WAY Ev; N, DESCRIPTION Phone ; (3DS)871-15J0 . Fox,: (305)S71-1531 OLD 00-314 p3 e-man: 1Rtnenoonl.nom STUART, FL. 34997 ®-0DOB718 3 WALTER A, TILER Jr. P. E. R.ORIDA U, B 44187 PH (80 0) 244-4143 FAX (77;!) 287-9740 %A ' H.V. DRAWING No' 12-085.' E. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) Max. i MIN, SEPARATION i TO GLASS (SEE I I ... SCHEDULE ON 5(�1)7 12 FOR BLADE F N40 i I 1 OR EXISTING . ON SHEET 28 FOR I I 1 GLASS—`IAD - SES(D& i V lJ r4v wA++ I+ IN TAL eT10N NOTE FOR COMBINATION OF ccrnONS• OR POURED OR CON WALL RT MIN, -SEPARATION TO GLASS 1 - (SEE SCHEDULE 01 SHEEr 12) /- OPTIONAL 1/4'B-20x3/4" S.S. MACHINE SCREW5 USING 1/4`-20 NUTS 0 12" O.C. 50" Mox. 13 OR 15 Mox. POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS I/4'0-20x3/4` S.S, MACHINE SCRREWS (SEE SCHEDULE ON SHEET 13) �W/ 1/4"-20 NUTS ® IV ox. - / 1 _ .Minn . 7`-• 1TJ r-EO -EO - - - -- @ OR > 5 j .250" OPTIONAL 1 Max, MIN. SEPARATION - TO GLASS --`-'(5EE SHEETILILE ON— 111i " 1 12) C' Hy WALL HEADER Ih��q(1`eri0rr' - MIN, O GGLAASSsrl O;.. .. ' -'(SEE SCHEDULE ON 1 SHEET 12) I I • _ OFT1014AL III Ili .. i -j Max, �� 13 OR 15 ANCRETE • L-EO•--EO 1/4 0-20x3/4' S.S. PHILLIPS TRUSS HERO MACHINE SCREWS USINC 1/4"-20 NUTS ANCHORS 7 L'1' -. - _MlnCONCRETE 1/40-2UxSj AIR ANCHORS m 12. O,C. POURED CONCRETE (SEE SCHEDULE ON OR CONCRETE BLOCK SHEEP 13) - 4' S•S, pHILLIPS TRUSS HEAD MACHINE SCREWS --W/ 1/4•-2U. NUTS ® 12' O,C, (SEE SCHEDULE ON REQUIRED SHEET 14) OFHV WA I 5111 +11CTA1 1 ♦Y;/, �. JAV WALL SILL 11JSTAI+er+nt< INSTAL I A "- T14N DETAILS W -C1� H_V BLADE & 1- SEE SHEET 4 FOR TYPICAL SHUTTER �' E. D..• EDGE DISTANCE H Y + 1A HV B_LADES) AS APPLICAB�F. ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) A SEE UM@ATIONS OF USE FOR 2- MOUNTING SECTIONS CM BE COMBINED - ' IN ANY WAY TO SUR ANY INSTALLATION. BLADE A ON SHEET 28 ' FRODUCr REVISED el r Cam 1 4 Cootie the Florida Buildin -0323•oj \\�\ e/7 By MIam I of Cx It MIAMI-DADS' COUNTY P.E. ep1III R X. ! ' 6LORIDA BUILDING CODE (High.VelOC4 Hurricone' Zone 11 � ��4. •`tee l INC. Eir-1�•• 6, 02012 EASTERN METAL'SUPP Y, GII�FS TREQNY ea_!!S!4ll�JUM QE�s��4 1_�V TM . L3VELIM�c INc. \ AND SHUTTER CORPARATION 'ACCOrdioti Shutter System TILUT TESTING k ENGINEERING COMPANY '(A5SA // 18) H.V. BLADE - I W/ OR VI 0 N.V. WINDOW BV& & H.V, BLADE - "� BJ75 N,W, 36rh, SL' lira. 303. VtRGM1A QW0,,IS, FLORM J316 3001 S.E. GRAN pARK yypY CVi N OCSCRIPTION DATC Phone (305)87I-1530 . Fox J05 871-1531 0 06- 14 : Drawn h ; F.P. AC. _SS�� •AIDC�'jG\�,411\, maI 0ED-000fi7gl.com) STUART, FL: 34997 s 03 15 12 DATE: 03/15/12 NAL L`' Idr WALTER A. TILLIT Jr. P. E. 3 DRAWING No SEA2'i,Sf;gf`6E/DATE FLORIDA IX 1 44167 P14 (600) 244-4143 FAX (772) 287-9740 4 1 2-085 5 B SHE F POURED CONCRETE REQUIRED \ EZImNc GLASS p+o GLASS (SO tSOMFLpMEBON AOEssfyy fv1 sfetr se (r! CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) EDGE OF SLAB IF M... Pu OR (4♦ • � .Ii��ILING INSTA I erinT.I . i - IN1.ffxM4T10x EXISnN6 Sfacf 191 . , 1 CLASS p 11 i -! ,. I1 OR I5 - 1)14x3/4" HIX HEAD " I TEK SCREWS 41 9" O.C. . OR 1/4"o-20 S.S. M.S. CONCRETE ANCHORS 91/ NUT 0 9" O.C. .. ! •(SEE SCHEDULE ON --.�- _ SHEET 15) - D OPTIONAL) POURED CONCRETE REQUIRED 1iYB�INGUARD 7N43:eT NO7OR COMBII�ATI01- --Q) OR ®♦ I I • 7 a/eYIN. % 0 f �xJ/4" HEX WASHER HEAD 3/0 LI TEK SCREWS a 12° O.C. i CONCRETE ANCHORS (SEE SCHEDULE ON SHEET EDGE OF --� SLAB IF P APPLICABLE f/ f 14) ^ I All ,•II ) /1�2'� 1d POURED--� / / 1/ SLAB IF :ONCRETE �1 // / / / /�/ / N'CABLE MIN. SEPARATION TO GLASS TEE SCHEDULE 01 SHEET 12) xJ 4- HEX WASHER 12.D O.C. EK ESCREWS a /14xJ/a" S.O.S. ® 9' 0. C. POURED CONCRETE `CONCRETE ANCHORS OR� BLOC]( (SEE SCHEDULE ON REQUIRED SHEET 15 O���� HVLOOR IN TA l enn►1 1- SEE SHEET 4 FOR TYPICAL SHUTTER •` ASSEMBLY E. 0, a EDGE DISTANCE THIS INSTALLATION SHALL Be 2- MOUNTING IS DNS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE SPECIFICATIONS ON SHEET la) REMOVABLE WHEN PERFORMEO - 2ACEM TO lu OPERABLE EXIT ♦ SEE UM - •� OR ENTRANCE A710NS-OF USE FOR .. BLADE lA ON SHEET 28 'x p1tolD FRE I's tlW1a1Rg1FlC&do Nh the Fimide E)v 2-032301 17 By THr:a ualconu0 "d L a STATE ',..fis•.�ORII •-- MIAMI-DADE COUNTY P.E. L ��•'* ILIEC O TILUT TESTING do ENGINEERING "4(, 1 m 4, COMPANY h ]oN, s.. sl.� 4w. NRGINIA GARDENS, RyaA u Phane (305)871-10J0 . Fax ; (303)871-ISJI '�S 1111, of a -mall: tutacR60a.com EB-0006719 e' LIRE/DATE WALTER A. T1LU7 & P, E. FLORIDA Uc, .6 44157 EXISRNG I GLASS -f OF IF POURED —, T:71-"E —f -r- Z I ' CONCRETE_,' ---E. D.- REOUIREO L T•TAi HEAD CONCRETE ANCNpRS (SEE SC14COULE ON SHEET 15) 01 B WALK=g1�N TA I e rl. Q CONCRETE ANCHORS (SEE SCHEDULE ON 15) 7 Max. { i \ `Jj14x3/4" F,H. S.D.S. " 9" D.C. ORUCONCRETE BLOCK SEE NOTE 13(b) REQUIRED ON SHEET I H1L9LL WAl K-OVER INQrA I INS TA LATIUN DETAILS HV + A HV BLADES ASH APP DE & LICA@LE GULPST fa EASTERN METAL BUPPLY- I��` sl�a�n ALUMIt�LIM _-wv TM AND SHUT'" CO.RPIDRATION Accordion Shutter Syster (ASSA y 16) 1(.V. RIADE I W OR W 0 H.V. N7NDDW BLADE FP B( 3001 S.E. GRAN PARK WAY Ev. " DESCRIPTION GATE D C DLD 06- 14 D AG STUART, FL, 34997 z 15 2 DATE: Da/15/1 PH (800) 244-4143 FAX (772) 287-9740 4 DRAWING NO 3 12-085 SEE END 1NA1� CO�� ouT QG' 1N `r INSTALLATIONS W SEE NOTES ON LOCKING R01r� EXISTING GLASS � H V AND ALTERNATE HW LOCK ®' � IACI(S 0 or � - ® ON SHEET 5. @MGM& Q7 aR BQ4RlD +pw BLADE W HV CEN TES **CENN7E tES AP�Pl1CATI� WVALID � BLADER ALL to«O�0«Q�11�+11J oR OR ©'7 17a©+Oj .®cp -EXISTING GLASSor �EE_END WALI rnyN�r.TI-... 1 8 ap 1 DETAILS ON (6063-TG A '0 ALUM. ®' OB w O«O3 oR 19 i �$ / 3 1/4" — — — — — — ANGLE IN (2) 1/40 7APCON 6 ` — — -' — ANCHORS TO CONCRETE I I/2n 1!2°OPPOSING - ( S P/BOTTOM) (4)616x1/2° S.N.S. TC TUBE �10xJ/4° S.M.S. ® 12" i C N T S SYMMETRYCAL AT EACH ANGL .. (TYP) I N O.C. FULL LENGHT, / S C CENTS T S \ MIN TO EGLASS ION ® 35 IN 35* (SEESHEET 012) ON - — - — - — - — - — - - ---- -- --- --- -- Q aR�op O+Dap®aR 10 ♦®w Q '___� ®� —• + _ ^� 1D V�©a aR ® OUT f-EXISTING S« I s w Q+ ®oR®+ ( OR ORGOR ©. O.(i). I Q +�aR H Y Q ! GLASS t' — — — — — — — POURED CONCRETE -OR 2- —' - — 8 • i 8)oR Q+OoR 19' ® �EXISTIN SYMMETR�C� - - - - - - - - - 1 D--©« 1 •© — — %-"EXISTING CLASS RED EO oR / CONCRETE BLOCK WALL ---------j GLASS n C NT R T S 6 �N + 17oR©• 78«®oR r- - - —% _ MIIJ. CLASS © © ��O.O MINTO GSEPARATION to cuss i N ®„ * W * oPnoNAL I « 8 oR 1 + (SEE SCHEDULED '�7 I OPTIONAL (INTERIOR 8 + Bop 19+ (SEE SCHEDULE ON 5 •/ I >� SHE�2) DN ERIOR) _ _ _. _ _._. _ _ O OUT —_ 2 * VARI S i r-(l i- /C NC HORS®/ AN �-3� x ®� 3 �J T ,6° G.C. E SO. VARIES ' w i i o U T OJ 5 (EXTERIOR) H V E a© OUT 6 1 /2" MAX. SLACK / % HVF** �.�T/��'' FLORIDA BUILDING CODE (High Veloclt - PRODUCTREVISE 111 ��, ... <<!"'-.. v Hurricane tone 3'-- .: . ,,,;, plc ,,o �IaQ• .-• ✓ $ 02012 EASTERN METAL SUP . .. Building Code •��aIraq ruLelrrdoseR ^L Ran nR. LY, INC. AacplcocoNO `-,o IL .o1 Z l•C•i•�•vW=EE?T:�>� a� t;6 P+ Dwo 17, IL E C O �N�. AND SHUTTER CORIPORATION Accordion Shutter System * L ��// (ASSA �T 16) H.Y. BLADE 1 W OR W 0 H.V, WINDOW BIADE k H,V; BIbDE Da . d0e1Con11o1 C Z TILUT TESTING & ENGINEERING COAIpANY 'p ATATF QF '� 1A 5355 N.W. ]61h, SL, St.. 3O5, VIAGINIA OMOFNS, FIORIM J516 3001 S.E. GRAN PARK WAY EV1 N DESCRIPTION GATE Phone (30S)871-15JD , Fa. ; (J05)S)1-15J1 ILD -314 D DrawnDaw; EP, A.G. •,� a -mall; Illloeo®aol.00m STUART. FL. 34887 5 12 DATE; 03/15y12 EB-0006T19 z ss%Q EN�TdT11 WALTER A Tlwr Jr, P. E. 3 DRAWING No "o MIAMI-DADS COUNTY P.E. �E/DATE rLORIDA uc. g 441sT PH (800) 244-4143 FAX (772) 287-9740 12-085 Q__CONNECTION 111,5 �� «LETS 11 20 M LE E AL "T" OC T S 8 u' Mv 11 9 & OC HV BLA E 0 U T i : 9J � N �,.�-EXISTING GLASS . BLADE (D SLACR DETAIL HVF, INDICATED ON ®°ft©w O7 °�ll°R lO w�pq AS WELL AS UNIVERSAL FLOATING SHEEP 8, rr Lf INDICATED ON SHEET Ia. MAY BE USED ®D THIS ALTERNATE ' / I i0w�°^©w O°n©♦©°^ INSTALLATION DETAIL HVC SHOWN IN THIS S I ET. 25:2'xl/8'.o'-2 v I ®wO�ow ©�Ow�pn AND CONNECTION DETAILS ON SHIEFTR „ o 8nx 9w 3ox (6063-T6 ALLOY) ALUM. O � '--------, . ANGLE W/(2) 1/4•0 TAPCON I 1/2• ANCHORS TO CONCRETE (TOP/BOTO T kkk . I — — — (4)BI T/EA S.M.S. LG TUBE AEACH I �NN xa/a' S.M.S. 0 12'ENGH— — — — — — — — — — * — — — — — — — — T H ANGLE (1YP) O.C. FULL LT. — —' LOCK (INSIDE) 1 37 30 HV "T" MIN. SEG SION A� TO LOCK (INSIDE) (SEE SCH DOLE ON SHE 12) 1 1/2• ® 5 1 28 �--- 2 zB 1 - --- _ r- - 0 28 F 29/ EJ 35 5 . 2 W/ 7/8"0 x 3/32 WINGNUT.4" 0-20 x 1 1/2" S.S.M,S•27 \�- NYLON SCREW HEAD OUT 5 35 ak SEE IJOTE6 FOR HV LOCK 3� 30 HV "T" LOCK (OUTSIDE) — "T" LOCK. on SHEET 5. 26 1 /4" 0-20 x 1 " S.S.M.SJ W/1/4"o x 5/8" 'RIVNUT t. —� HV "T" LOCK (OUTSIDE) 't SERIES 9444 ALUMINUM /•� (2024-T3 ALLOY) LARGE FLANGE THIN HVG* SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN. PARSIPPENY, NEW JERSEY 07054 OR EQUAL. `1r,Ay(�G •GNS /i�9 = FLORIDA BUILDING CODE (High Valoeit Nurricone Zone -. PRODUCT REVISED 't V F • . 920 12 EASTERN METAL SUPPLY, INC. .. ^- .ply?ng allh UN Flarhlx DWI dims Code OULPSFEt€e1P e1 UPOINLgy; B�RT�Q AceppTTlnw No Z•o 2 .o) N0. 44167 •i �11�L�EC�0�,Zc�AND SHUTTER CORPORATION ., TM Expt tipnbDluG /� Accordion Shutter System (ASSA t6) V. BLADE I W/ OR W 0 H.V. WINDOW BLADE d Hy. BLADE )r -L;rRy �` TILUT TESTING & ENGINEERING COMPANY EV. N DcscRlPnoN lVlimal bade c3 Control ?_'� Y F Pd' �`� s355 ILw. 33w, sL. 1^a 303, VwaNA GARDENS, rLDR10A aala 3001 S.E. GRAN PARK WAY T OLD O6- 14 03 15T12 DATE.. D3/15/I. r. Phonn : OD5)871-1530 . Fox : (305)B71-1531 JNAL��;L11L1 •-mclk Dtlnco®nol.c°m STUART. FL 34997 2 EB-00060719 3 DRAWING No MIAMI-DADE COUNTY P.E. SEAL�SIGNATURE�DATE W LOR A 1lwr Jr. P. E PH (800) 244-¢143 FAX (772) 287_9740 12-0$rj FLOIR A Uc. p u167 5 6 SHEET _ o nlr ne ' i' SEE END Wp(L �ONNF TION DETAR2 ON cHEETLS a , OUT IN EXISTING GLASS INSTALLATION V BLAND TERMATF� •� SEE END WALL GON��F•*1� Q' -6. 4 ®` 6 °fl siwc cuss — — gQAiLS ON SHEETS- j / I Q —-----.----.-- —exl__ :ANGLE W/ TAPCON ANCHORS TO 35 * — CONCRETE (TOP/60TIOM) 010 p 3/4' S.MS. ® 1$" MIN. SEPARATION I (OPTIONAL) 35 s (a) ltaxl/z^ s.lns. I O.C. (4 H.V. i • i0 iU6: ATE EACH 70 CLASS ) S4 * (OPTIONAL) i _.�• AN (iYP).. - (ON SHEE CEET 1LE PINS (TYP.) IN 33 �HEOU Jf (4) H.V. a s It PINS (TYP.) 4 s e` ?\I 2 3— 1�A HVA * 33 31 aR 32 31)OR 32 4 * O 31 OR 2 35 35 * - (OPTIONAL) HDB—HY@ OUT SYMMETRICAL�HD C� SYMMETRICAL HD CENTFRtenTES NT RAAATCC A L2! LOCK =01OR LOCK NT 10 eR os 6 • 7 * SEE NOTES,'ON LOCKING RODS ('3� $ HE) 3) LOCKS ON SHEET 5 UNNERSAL`FLOATING BLADE© DETAIL HOD—NVD IS VALID FOR ALL CENTERMATES APPLICATIONS, WITH BLADE 1Q _-------_---- 3 1 1. FLORIDA BUILDING CObE (HL9h Y6locity Hurricane for PRODUCT REVISED ,�1 VP''JGENSF ''•: 162012 EASTEflN as aunpiping ai 414 SwIdz �� ? �iULF METAL SUPPLY, INC. Building Code - �1i0. 4416 �. - STREAM ALUMI�IlIIl+! BERT Amp—No-0323.01 / ILL E c o iN�. \ AND SHUTTER CORPORATIOPI Accordion Shutter System 6np ti°aDsto 17 t ^ A9 ;/` ��,��� TILUT TESTING & ENGINEERING COMPANY (ASSA W i s) H,V. BLADE 1 W/ UR W 0 N.V. WINDOW BLADE & s BLADE REV. No DESCRIPTIOR ua1C°11Dot A' P:� .�,, esss H.w. 3em, St., sie. 305, vutcw1A OWENS. RMInn 331e 3001 S.E. GRAN PARK WAY t OLD 06-314 DATE Df°vn : F.P, A.G. L...... Phono : (305)671-1530 . Fox : (305)071-1531 D3 IS 12 DATE: 03/t5/12 cs+S/"ONAL�`;,L,'�i' —mnN mteeoonm.com S IART. FL. 34997 2 Ee-0006719 3 DRAWING No MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER A -.. jr. P 44167 E. FLORIDA De,PH (800) 244-4143 FAX (772) 287-9740 a 1 2-0$5 ! s SHEET 10 0 28 (LOCATE ETHER SIDE OF(D) 1/2" MN (ItOx1/2" S.M.S. ® 16" O.C. —POURED OR OBLOCK EWALL CONCRETE REQUIRED EXISTING GLASS — MIN. SEPARATION TO GLASS (SEE i SCHEDULE ON SHEET 12 FOR BLADE Q)AND I/IB"x3" MAX. ON SHEET 28 FOR (6063-T6) CONT. -I & ® ALUM. CLOSER PLATE. (LOCATE AT EITHERERSIDE OF®) #lOx1/2' S.M.S.• ® 16" O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS / 1 EXIEXIS�TIN-G1 GLASS L .N. SEPNWTfa TO CLASS (SEE i21IE ON SH OR BLADEID 2N 5R �-I summ m& 11A POURED CONCRETE / ,_ POURED CONCRETE OR CONCRETE -- BLOCK WALL REQUIRED OR CONCRETE EXISTING GLASS BLOCK WALL REQUIRED -T— — -� I-- /�EXISTING GLASS / TO' SEPARATION / . J— 1 / TO CLASS (SEE �y SCHEDULE ON SHEET l } / 12 FOR ELME ([)AND MIN. SEPARATION �2E8 ® TO CLASS (SET: BLADES / SCHEDULE ON SHEET 72dv s�HEET 28� ° /I2•,; T- ! I �QA USE 1" OR 2" MAX. 5 APPLICABLE)x2"x1J8"x0'-2" I ® ` ALUMINUM CUP ANGLE (8063-76 ALLOY) AT MIDHEIGHT-�) (1) §IQX1/2" S.M.S. TO ®& r SEE DETAIL X FO (2)1/4'E TAPCON9 ANCHORS TO I �4 SIDE CONNECTION OR ®* WALL AT 1" D.C. (LOCATE AT TO TRACKS EITHER SIDE OF (D) • 7 a 8 p •®w �'�®°'©'07 a BOa •®n SEE DETAIL X FOR_! J �•�,•�n©.•©n 10•®n®•®n•T'��®n SIDE CONNECTION a© • pj • n ©.O • ®01�,�'�0 , ®n TO TRACKS •®n .© p•®m®.®n0•6 zO END CONN3'GTION D re)(O � POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING i• RED REQUIRED � GLASS 4 -- - A9N. SEPARATIpN-_______ GLASS S T6IWDLEGN�S�HEET D r.tl—__------_—• i--__^_--- �1/2. •.MIN. 12 FOR BVDE mAHD s --< / 1Q OR ®' "', I u " 0ON SHEET 28 I OR & ) OR@OR(qOR@ VIEW YY ••- POURED CONCRETE .CONCRETE BLOCK WAIAL A w®q©;©n®'®� REQUIRED PLAN ®®w©. O7•�,n_Q_T•®m '�© DETAIL X .. � 10 • ® 3 10 • ®n ©• n ©•O �hlD CO®'Ong'®nn0® s EN O—'®n®• •®®n G aO ® CONCRETE HT V WIND�N— ONRI ene ra,., g OR �L�n �� PRODUCT REVISED 1t, aaP •'•••••..••• •' d •" 1 V' � GE�S''C •'•'.� FLORIDA BCODE (Nigh Ileloclt Nurricone for � as complying with dw mmiaA � � atalm°pc°a° = n°�ryl°n° Nn 2-032 0l I° GULFaTREAM ®-!��la1N�eM �L�' C ©2012 EASTERN METAL SUPPLY, INC. LRER �1 W� TM o � * �/� � /�'LI `�' ' y 0 INc. AND SHUTTER CORPORATION - Accordion Shutter System STATEfU.F �� Mi DWe ptonlml •'.• ;• 1 TILLIT TESTING & ENGINEERING COMPANY (ASSA iq ts) 6ass R.w. aa1n. sl., 6L" aDs YVGgA cmum H.V, BI,1DE 1 W OR W Q H.V. WINDOW BLADE & H.V, BLADE LV, N DESCRIPTION _ ,cr; •.,, �, 1 I ' - tS70IUAL TL°M, eatfi 3001 S.E. GRAN PARK WAY Pno°° : (a6s)e7t-leao . Fcx : (a°s)67I-tsar e-m°n: Wbc000°I.eom 1 OAl[ OLD 06-314 0 I 12 E� tI' — MIAMI-DADE COUNTY P.E. SEAL%S`f�'N�ATURE/DATE STUART• FL. 34997 Efi-CDO6710 W"`TER A. Tlwr J, P. E. FLORIDA Ue, IF 44167 PH (800) 244-4143 FAX 2 DATEe 03/1S/t2 a DRAWING No (772) 287-9740 4 12-085 e MAXIMUM SHUTTER SPANkL+" OR "L-" (ft.) FOR INSTALLATIONS W/ HV LOCK ®� ®oror HDFLOCKW/ ONE w/ NO LOCK, ROD or W/ ONE HV LOCK® O CENTERMATES� & ® TOP & BOTTOM W+(SEE NOTE ROD uaouvu CONCRETE & WOOD INSTALLA71ONS ASD OESION I — (a'.r') WALL MOUNTING � R�C.EIUNC (+ OR -) MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR AXIMUM SHUTTER SPAN* "( "L-" INSTALLATIONS W/ CENT R (ft.) INSTALLATIONS WV e R eree; 1 ONE HV LOCK OR ODOR Nt) OR WLO SO O"IVR 0 01 S�W�(g E NOTENO / ONE HVDLO® frLAP(/1R 6 =­­�A1IVNSjA 1-a 0E00N L(pAd.p�pES(DN (+ OR -) GSLOAD (a•.r.) FLOOR/COLINC N OR -) PRODUCT REVISFD I a+ romol)•IOa 1vlW dw Florida \\I\ DulldWr. Dock .\ Accepw we No - Gxpir Ion 'ea e * 17 BY D uct Control tPE.' MIAMI-DADE COUNTY * !`!DIES. (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN PO SITIVE ALLOWABLEGSLOAD. FOR A GIVEN NEGATIVE A.S.O. DESIGN LOAD, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEIUNG: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE GIVEN UA NEGATIVE A.&D FROM LOW, DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MdIM& DETERMINED SPAN BETWEEN "L+' AND °L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ PLOOR/CEIUNG MOUNTINGS; FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD; DETERMINE: LI+- MAIL SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: DETERMINE: L1­ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTINGINSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 't.t+", "L2+°, "LI-" 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 UNITED TO 105 Pst. A.S.D. DESIGN LOAD. SCORNER CENTERMATE R3 MAY BE LL MOUNTING INSTALLATIONS. LOCKING IONS SHALL BE AS INDICATED ON CONDITION $2 NOTE A. SHEEr 5. A. TIZZ 7%, 1>A`'�}'CENSF • �� � I [L f/ u> 1 / I L E C O m STA TILLIT TESTING & ENGINEERING COMPANY e355 11.W. 35U' SL, SW 3D$, iT` �14 •.•......... ,,.•CI.`;. -J7 I S�01VAL >rta II• VA1aRll\ O`—S. FLORIDA 33 Phone : (303)a71-1030 . Fa• : (305)871-1531 e-ma� UltecoOaoLcom irf SEAL7/-1M WALIER A 000671Y Af6R' E/DATE FLORIDAFlARIDA Ue. B ail67E. 1O V BL DE 0 OULFSTREAPA ALUMINUM AND SHUTTER CORI,ORATION (ASSA # 16) 3001 S,E, GRAN PARK WAY STUARL FL. 34907 PH (800) 244-4143 FAX (7; 2) 267-9740 � c PARATION TD CLeSc RFOIIIR a c , (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER, (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0" MEASURED _ELEVATION OF BUILDING, AT BOTTOM OF SHUTTER IS MIN�IMLIM— FONT nON TO Gl Acc o IIF SHUT? R /ONE I O K WI7H011i I oC I SHUTTER INSTALLATION W/ INSTALLATION SPAN CENTERMATES W, ,05"• CE`M',. OR LESS 3 8/16"A 4" - > 105" TO MAX. ALLOIVED 3.7/8"a 4" USE SINDICATED VALUES FOR H CE ERAW�gF, SHUTTER SPAN OR LESS 2 3/4° " 3 3/16° >105" TO MAX. 3 1/4" ••+ ALLOWED ' 3 1/4" ma USE 2 15/10" FOR HV '7" LOCK 0 W/ USE INDICATED N VALUES FOR l LOCK 0 W/ 5 CENT 11 CONCRETE & MgNSORT WOOD WALL MOUNTING A, B, C, D. E. F, M, N. 0, P, Q, R, K & L. S E V. )OR/CEILING MOUNTING C, H. I do J. T, U, W & X� =PPLY, INC. - BERTHA HV TM Accordion Shutter Syste LADE 1 W/ OR W1 H.V. WINDDW RI Anr t. ". DRAWING No 12-085 - END INSTAL eTIQNS n HV & C1A1 HV ♦ RI !f » 2DS ADES INTO x4 MIN. WOOD• STUDS_ WOOD 5111D5. ,y, 1/1'a TAPCON OR . PCON (AS APPLICABLE) \ / AMANCEO THRegIN..M .++ - - . TECHNOLOGY DW pUIIDET( .''+ 2k4' MN. WOOD y - WAL�•[ \ / ANCHORS O e• O.C. \� STUDS REQb. • - 2'x{'.MIN. . R •A, \ / W I.1/2• MIN. THREADED 2'x4' MIN. WOOD ' 1'.4, STUDS. .. P DON INTO STUDS OR STUDS IN.WWOODEXISTING CLASS \ W/ MIN 1/2• THREADED �T.+ \\ % �. (AS AP LE) 1 ENCMTION TO I/2• COX P"W U IF NO STUDS EXIST. E EO\ EXISTING CLASS /—EMSTNC CLASS FINISHwt ON ID O1A55 (src ;• . stlElrJLE ON STET ;y ,'•^•t: . ; w .L :j 1/x• MN. CDx "• T 1/2' MIN. CDx %' % `1 N'> EXISTING .GLASS 12 :DR BLADE (T)AND PLYWOOD. ^,•:i , n. :�'� MN. 61PNylOLT1 PI.YwO /-,-,(rr_- �!-• aM6me Qi 6 1/16•x3' •WALL SCl1O CLASS (EEAT9tDL iRGLASS �STIECEN (6083 M. CONE, m95 1/2• MIN. cox 12 FOR S.BIN +'I 1 2 MIN. CDX. yS I16ARATION ALUM. (CLosER mMD •• ri 9MOUE ON SEC / 2' MIN. ATEITHER(LOCATE IAIIN PLYWOOD. OBtoDERm 8, WALL A 26 1NIFOR jp ,, PLYWOOD. 1/2� s-'�` �•pl.%: n:N. � ( SEE FORa2 vDR O k Ln4 WW w s EE, xp �Qn /)MODULE ON mw Oxl S.M.S. OIB O.C. 4Aaexul�_p�"�'"' - - BlWESmheS, OI6 O.C. #IDxi/2• S.M.X. Mangy q - _ - - l`sent-m •um1c Nm1�Dgrt .. .. 1)OR 5 4 4 r'�u)Orntti/wetD 2- '_,'-.•� _ ' w; ' R. , m rui a NgsQae - + . ♦ OR Ganm Ai DfaD1 T>x aQi ; • ®�©•o«© ,p',®. / SEE DETAIL X FOR t OR ® 91EDE COMlEQON ®' OR�® ' O.O-®vO ©• . I SIDE TO TRALCKS TO TRACHS s ! •0• T-O-®'®- }(I?�.G-@ OO AA@i) - SSIDE CONNECTION l .0. s �•®-�•�°i©•®g•®-®•�-©.®. �•4.�"0.4;�©.Ln« To TNACKS 10•1xAx^+�, ®�,�"` �.�.,®.®°,�.� o•o•®-o•©•®- o•©�©-o•c7�•�- o cT�aa loJ���Y« _... END CONNECTIOI,iD TAIL (2) 0 0'0.0'0 0•0-®'3-0•6 o•4s�«0 �•L[}•®- ' END CONNE TION DETAIL ® END CONNE CTION DETAIL O END- CONNECTI�� ncr•It OUSTING CAA55—• 1 4•a TAPCON OR TMCON '1/{ I TAPCON OR TAPCON EIUS7INC tt— AWANCED TNRIJd1FORL1 TIED AINAHCED THRIIDFO /—GN�� +•c •++ TEC/tNOLOOY RT/ BUR,pEx TECHNOLOGY RW BiRIpEX ! '--S 2•<J' YIN. WOOD ANCHORS Wd 1 1/2• MW. ANCHORS W 1 1 2 M@L, ♦ REOUMm'ONLY FOR SPFk3 OREAiT;R DUN,12'-0' ASN ARADRI STUDS RED"D. INTO STUDS ENLIV o.N THREADDD t�Q,E'iRADON / 70 GLASS (SEE INTO STUDS O 12. O.C. INTO S1UDS O 12' D.C. 11O Ip,0. S.N.S. - 1EIXA�m ff:SE E LIMITATIONS OF USE OF Bt/CES®2B �^ sr 1/2' MN, 57EOIAE ON(NELT- 12 FORSLAM�� 4 - 14DE to ON SHEET 28 1/2• MIN �', 13 4 {L + ♦ ©OROR ' OR OR�LyOPQ -- ®•o•I�• eQ 10 •�. ��-®•�-©•®' ' 8 OR (1{1�q�,1 - - -a•®- WALL FINS. 2•x4' MIN. WOOD -�- p STUDS REOWALL 0. rW WALL_ a•©-pO.1y�- o•o•©-o•g•®- �OR®OR qOR� l pLA1J END CONNFrTIOh D TALI �•®-®'®-0'® END CONNECTION DFTAI 12 Q�.I141L X PRODUCT ItEVISA>) m comPlying 111I�IItA• II r FLORIDA BUILDING CODE (Nigh Velocity `Hurricane Iona, gtith the Fbddx AccgLs` l� AcceplenUs -o Z. Ia^'No �! 7 V' •.•••"'•'• Q .°-.RF.Ns,:'•., - a o. / �IL E C � ,N� \ GULFSTREAM ALUMINUM AND SHUTTER CoRpoRATIoN Cdl 2012 EASTERN METAL SUPPLY, BERTHA I'iV TM ACCOrdibn Shutter s T1�11p�� r nCDnlTot } / { * TILUT TESTING & ENGINEERING COMPANY e365 H.W. ash St„ st,, as,. (ASSA tF) BLADE jl W/ System" W/0`H.1'. WINDOW 9lADE do H.V. BLADE B REV. FY. Ho DESCRIPTION =O •• �y p O� �( •., • QRfjO�, FS WRORIM GARDENS pLORIDA 331e Phone ; (JOs)s71-ts]D .Fox : (305)p71-1S]t a-mml:-L006Oael.Dom 3001 S.E.GRAN PgRK WAY STUART,FL 1 TI 0 D6-314 DATE OJ 15 12 Draxn bp. F,P, A.C, DATE; DS T5/T2 MIAMI-DADE COUNTY y °••. 6 74I41, S� p� P.E. 5 $ ► � �P,�dRt�DATE ED-TIU.JT 6 P. E. W1LTeR A ic, ILORIOq lJe. 34997 PH (800) 244-4143 2 3 DRAWING' No 1 4 / 441.7 FAX (772) 287-9740 4 I$ 1 2-085 e SHEET f 2 O' 4 3'-0' @WALL HEADER MOUNTING -- A om mon 00 -- .r ERAIIIZMR3�t�no 0®KUKAKE HROUEaomo6im�D000� nnn O�Qilmmo" �mlaMMER lamm�Llmmnimm oral InKularsks m�mo�dooam�®iownnogo 0mmppp A ps a �j KUMMER A0 ®mxMIlM 0®�®��D7m[>•[7[>t[�!p 4 ' [O®I�l,7C10LOp[0®m 7iLa®m[appd0CA KUL 0®m m 0®mOn[7pF 71L1®m pp [7E1Qp Q[0®Q7OOp�QmfFam "INN : [�DODOiL KMKrum timQm fa m�OC1dG �mmo�©po ON ' 000®�FmiSQQQf��[&iFn�i7r�loo Qan000G �mminnl©p��®m[aiap�i� INS Iml� m000f7®0®mp�jngOO¢mlmmnmol�o ��im� oMENEM ou Alp,®®EMKoil amm g®OMEIr NAM MalEng �0000mmol ammo®gym oAmmmo ono mAo� ommmn : mmmo�nQ mlff"W" Q m Qm®mna�iQmmmAAvommml¢'Liloomiovr�allamlomQQQ p�mmomogQ o aaomQ mmlinsmoldeaoll�®mmnly®vmm[MRM-1 mmnv mlvQleao lKE113 Ilmmnl==MMMW" Iv • molwalmoumoosnllmaaovolvo sfmm[mm"Wil Li pC•maamKURAMM lom®�LiL7oQi7 1pp1=1ala pE®m(�]0 oleam ImmoloQgQm®m"WU 00mm0�o0a11mlUnnolollia�npQeapQ���w.�I QeiC a imal Imm�l1®0n �a�m Ip�pQRl®mnn �vomlpmo©ie�avvom��oovoo 1® 0 Qmmm LMENKU q iallaEllagnmmmp�a000IE7�]m000Qm3d7EE7. QQ®®•a0000Qmlmo 1®�Ea m O0®mp��0OlmllmmpueaoQO(IIF7pQo0Olo . . ®vOR70 I®C1LEI�Q Qm®mn�a000®mainn000laamolvv.a�aQlmnm®v&"x ®oolmmly nimmm0 ImIlIIQOCIll�lOaammop.ay.'a,mmra ImooQoo�a ImoppQQOm®����v0oto qI oQQ�n000QQloamo1519mm Kim ooN�o0ovoo�Iaood0o0II1 oll QQ ®L9p�®mCNA===Ii®m1011000sa"llamaE7mmpQmgm1000mmQRlr"Wi'm m pppwI®ERmj;R [E11mp ppp0®Ra�iQOpC��7pQmQQppalpamm= a iOmWK&=ImOQQ6a®©QQppp10®Eumm OmOI M =mmmMO®KUM=== [©©liolmsaowmmeaAQaf>[QmmmQQQRaQ QMRMKU=OQQQ I mvoQivv®ommovQoo®�' mQOOIQ is p '� m•aolvoe�a mullet mQ QQQp ®00v000KM®O00vo4�®OOOVOmI =vva si1�Q1®®®ncii ® Q0KBNM=m o®nOpmicall 0000®OOOOpO m0oadp�i 0®OO=OHO �oQsaQlolm OpQO[©QQpp Q0®Q�IIQQeaQmv KA NERm=m pR7nM:2m= 01 QmmQloeaQQQI co �vvQQvvpQovR�viioppcgioiQoa MMEMM 0mmKr0mmm007oovoo Q�saa�m•QQvv m�mv�ovdvv0ooQ0olli0vQollovomi WM I0mool®orammmoovQmvQoQmmeoo=v mom0rl0acm90l�gmrmoora■if� ��`'44pj�ol�voo�miom�iomlvo�iv�QeslQ•aell�aoololQQm 0lAx;vim oQoosa IQQIQOQIvolax;Rm OQi oQm� Q�a�I�asas�olQQ��a[ sa Aotsplanrn No/ Z ^' �P1 au Uo1 3 ' B'H'mO1��dup Control e MIAMI-DADE COUNTY IP.E ILIEC 0 im, TILUT TESTING & ENGINEERING COMPANY * / U = •.,� OR) a35a H.W. Jana, st. M. 305, Phone; (305)5T1—IS30�� 0(308)871-11g3'1� rs70NAL �N,'ert'' 8—man: tntaao9aol.eom W-0008718 WALTER % 1ktiUKE'�DATE A. TMUT Jr. P. E- FLORIOA U4. 1 44107 ANCHORS cpq INO Fr�N� E ORVANCED TECHNOLOGYSOLID-SETTAPR+' =FATC101, �mvUl� 1l71l®maw® Ionr�Il•�n IE7�]L1Eaq 1®omaao SEE T 4 A �oollraoo . InmlmnQaa Imc�000 Inor�E�o IF.31[SI®Op jOOppp O�p l:7O pp mml000 Irmlolaoo MIN000mlo 0 -LADE • R nBLADE Imo®�ilmQo - Elm MOM • -AD KIM E!♦pga7Q • En moomla �t✓siJ•7—�. Ta 5 , fA - _ - - - ---- - - 1"USTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PART( WAY STUART. FL. 34997 PH (800) 244-4143 FAX (772),287-9740 602012 EASTERN METAL SUPPLY, INC. BERTHA alli TM Accordion Shutter System 1ADE S1 W/ OR W 0 H.Y. WINDOW BLADE & H.Y. BLADE DRAWING No 12-085 4'-0' D AND A CORRESP[1N(A MOUNTING TYPE FOR CONCRETE DR CONCRETP K IN t 1 I ATIONS * SPECIFICATIONS ON ANCHOR (SEE NDUNTINGS E. H ON SHEEIS REQUIRE E POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES F e: e 4 7) 1. ANCHORS TC SUBSTRATE SHALL, BE AS FLLOWS: GO;ON B1oDK OURED OotlORl7E (A) TO EXISTING POURED CONCRETEt (Min. 1'E . 3 keI SILL MOUNTING pO CEILING�MOUNTnING OH FLOOR MOUNTING - I/4'tl TAPCON R TAPCON WITH ADVANCED TMREADF08M TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. SUILDEX. (Min. 110 3 kal NEGATIVE o of ANCHORS SPACING. I I:O to l/4"tl x 3/4' ALL POINTS SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. TMIn. r•" ,D, 0E51 NEx A.S.D. SON N TIVE Pa �( - 1/4°tl BLUE TAP CONCRETE ANAunoa wi n 0 a 6 5 a B s s S e t4 u t2 12 o l0 B 6 e e B Teo s B zoe 6 fi 10 1 4o 12 aG to 76 e BO 12O ta0 2A6a - V4"tl TAPPER ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC,. ANDADISTRIBUTED BY STENERS .ALLCPONiTS SCREW. BOLT & SPECIALTY, TAPCON OR COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERiCAN SHUTTER SYSTEMS TAPCON WITH ADVANCED (Min, f'c . 3 Mal) 6 8 0 5 6 14 12 10 B B B 6 6 14 i2 t0 0 e THREADFORM TECHNOLOGY ASSOCIATION, INC. •TECHNOLOGY e7t4t2 t0 Be e 6 14 14 12 12 10 tO B e B B ALL POINT'S SOLID -SET NOTES: 35 5 14 t♦ 12 12 10 t0 e B a e B 6 B e a a e 14 14 12 10 B e BLUE TAP W/ CAPo A7) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TMCON OR TAPCON WRIA ADVANCED 7HRfFADFORM ANCHORS IS 1 3J4, AND FOR BLUE TAP W/ CAP ANCHORS AND TAPPER+ Ba 8 4 t4 12 10 B B B B 4.6 a 12 12 t0 Tn 9 a TAPPER+ ANCHORS I5 1 1/2'. ' I��Iu. mmm aomm ° uu�ommmvrnn��iia-i'immov ®®oo���mlomnommov�nolo nosao CJflo�in00m0®OLtEiE]E7OC1�Of�L�m1iC1 1k7rloea onm©�aommmo�nneo [J�00000� ®®�pmp�oo0®mp"pnv©n�®mo��uv ComRL Como oola>.m�Ivmv almmoERMpO ComQ7i1•m®OO f®f�0[7000Comm[7f(]l70E[r7 ®DIm• �D mmI0f7FE7V31ao Como7o70L&lE>Ip ' 010■7�QiQ1�O Comm n�mm ®���0)i�• • o mmm Mm novo�m��v�moo�m o monmo�o MUM o omr�' oMEN Kamm NEXIMB mmm®il HEEM EEi000UN mm®v��000 m0v�0000 �mm©vvvo M111110 III7Mvvv®vomvoQoOam" ®mBY70easpa�eaopplmomv®®aeasa�i�m®�aosso 0®ORmi�QCodm®®�Op000m©mmpm � m� �i®v©voo�vvv��og ' tam111111 Como QQtOpmf�9 1al�]Om®pppTam®®mOCoO pppppm0pmppp D000laovoaolmnaa�©©o11ao®mvvv000� ®E10l�7Ri0fOCfOm0mug" O0fa7pppppp0 viivOC7mmo7i7�mpmp��®�voOO ' EM Ig�ovom®vo ov©�Eo�a000 LII�iDOCfdpOplioOm�lL70�= , ®o�oraocar�lo®1�ooAolavml�moly OT37�7pppfiiO 000v�v�o 1�O mvvovoogum) M: v��v oro 00t�0 IA3n�1O1avO0 Mn©1aeaOClea ' Rzm=�aoAoo moov000"�©d0000 uOOrapm10100pppp[7r]000poaO mmmviiOL7�IABOT© «la000TolooITTT�IISIIsttslls PRODUCT REVISED as co 1, wilh the Floods Aeilding Coda Acaptonce No/ -o Z3. o EAyit4lTon DateA_ 2-0 MIAMI-DADE COUNTY A.2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL E 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT B INTO STUCCO SHALL BE PERMITTED. 114"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 A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON 1NE EXISTING WALL OR Fl.00R, BlAOE IA ON SHItT 2B ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAID' MU07URE BEHIND SAID WALL E FOUND ANCHORAGE SWILL L A5 INDICATED ON NOTES At) & A.2) ABOVE FOR INSTALLATIONS ON NNY_ SIDING OR DFS 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-BO) - t 114'4 It 3/4"4 ALL POINTS SOLID-SOR TAPCON WITH ET ANEC HORS. ADSFDISTRBU EDRM L13Y ALL OGY PTORS, AS OINTS NRMANESPECIALTY COMPANY, 1/4`0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORISCREW, BOLT DA FASTENERS DIRECT, INC, ' OMPAIT4Y�ORRANY ANCHORS �PROVEOF MANUFACTURED ORPAUIHOFOFIZ D FASTVENDOR REGISTERAND DWITDISTRIBUTED E AME ICAN POINTS SHHUUTTSER SI'STEL15 ASSOCjpO•wON, INC. F OTE6; 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 T14READFORM TECHNOLOGY ANCHORS IS 1`. 8.2) MINIMUM EMBEDMENT OF 1/4"e x 3/4' ALL POINTS SOLID -SEE ANCHORS SHALL BE "ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4• 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST; AND I' 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 FLODR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES, ANCHORAGE SHALL BE AS INDICATED ON NOTES BAL & B.2) ABOVE, iOR,INSTAUATI0N5 ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TIE ANCHpR'S MANUFACTURER. (D) CS LE BELOW FOR EDGE DISTANCE (E-D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. }'yy"��jG ni SF ✓� _ �.tttttttt..� 11L'Ew O INc, 4el-�ti I * TILUT TESTING & ENGINEERING COMPANY 8355 N.W. 3elh. SL, Sta. 303, V=I"hA GARODIS, FLORIDA 33 Phony ; (305)871-1530 , Fox : (305)871-1531 �,C '••F�ORIOP� .o�L\\' 0-ma0; 0llacc00a1.Eom " �F� EB-0000710 P.E• 51�L�i �t 1R�/hATF WFl�DA A. U Lg 4416iC OULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA # 16) H.V. EV. 3001 S.E. GRAN PARK WAY 1 STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 R 5 92012 EASTERN .METAL SUPPLY, ,INC� BERTHA "V TM Accordion Shutter System U E Ji W/ OR W/ H.V, WINDOW BUNS & H.V. BLADF DRAWING No 12-085 1 PRODItr•p R�YlSEL+ � I 11 av Complying 1vLh the Florid:. � � Building Code _ Aueptmlce No -o L •OI � E•'xp• nE>ora � �7 By . M o dCWura � d MIAMI—DADE COUNTY P.E. IILIEC0, TILUT TESTING & ENGINEERING COMPANY 6377 W.W. ,\ �� P A JBIh. St. St.. ]0], Mi01NIA WROENS. RoRMA 33 Phvn. : (307)071 —15J0 fax : (]OS)8T1-15J1 ••DHIO,.••C�z11A-mollS000671B1.cOm mNNA��LLLR��/(IATF waL7ER A nLur ar. P. E. FLORIDA UC. S 44167 FLORIDA BUILDING CODE (High `.Velocity HuiriconeZone ' 1�12012 EASTERN METAL SUPPLY, INC. GULPSTREAM ALUMINUM ®ERTHA HV TM AND SHUTTER CORPORATION , Accordion .Shutter System (ASSA te) H•V. B ADE #1 W/ OR W/0 H.V. WINDOW BLADE & N.V. BLADE 3001 S.E.GRAN PARK WAY f Nc DESCRIPTION . OLD 06-3 4' ' GATE 03 15 12 D.p . F.P, AG. DATE: 03,/15/12 SWART, FL, 34097DRAWING s PH (800) 244-4143 FAX (772) 287-9740 No 12-085 MAXIMUM ANCHOR+. PACING (in 1 SCHEnuI F Fn1z a nnJr�1 NEGATIVE AA DESIGN LOAD ANp A CORREcpnt.lnlllr .SLAnI IAIruTn TYPF j (SEE MOUNTINGS ON SHEETS 18 do 19) U B _=_.s T- F=:;z SOUTHERN PINE No. 2 W/ MIN, G=0,55, SPRUCE PINE FIR NORTH DOUGLAS FIR W/ MIN. G=0.50. W/ MIN. G=0.43 - SPRUCE PINE FIR SOUTH i/2° MIN. GDX MAXIMUM W/ MIN. G=0.38 PLYWOOD SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T (ft) IM,. N, 0 & R FLOOR MOUNTINGS M N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS CEILING MOUNT T WALL NIQUN'PI�lGS W& THE AS.D. DESIGN LOAD (Pof 4EGATIVE AS,D. DESIGN LOAD (Del EGATNE AS,D, DESIGN LOAD - W & X P`, & Q - (Pe EGATNE A.S.D. DESIGN LOAD (peI NEGATIVE A.S.D. DESIGN LOAD (pa EGATNE A.S.D. DESIGN LOAD - """�'-"" • 30 40 60 75 80 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 7b 90 105 30 40 60 75 90 105 30 40 60 7b 90 1(Ob 30A 40A 60 DESIGN LOAD 90 1(psf 05 . -D" OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 6 8 6 6 6 6 5 4 12 10 10 8 6 8 6 fi 6 4,5 4 3 6 5 4 4 4 3 12 10 10 9 8 a 6 6 5 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 8 6 4.5 3.5 3 2.5 6 S' -4-• q 4 3 5. T_ 12 10 10 9 8 6 B 6 5 4 3.5 3 12 10 TO 9 8 8 6 6 4.5 3.5 3 2.5 12 10 70 9 8 7 6 5,5 3,5 3 2 2 6 5 4 4 4 3 6'-0" 12 1O 10 9 8 6.5 6 6 4.5 3,5 3 2.b 12 10 10 9 8 4.5 6 5.5 3.5 3 2,5 2 12 10 10 9 6 3 6 4,5 3 2 2 - 6 5 4 4 34 - 7'-0" 12 10 10 9 6,5 4 6 5.5 4 3 2.5 2 12 10 10 9. 4,5 3 6 5 3 2.5 2- 12 10 10 7 3 - 6 4 2 5 p- 8'-0" 72 10 10 7,5 4.5 3 6 5 3 2,5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - 6 5 4 4 - - 9'-0" 12110 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 4.5 3 2 - - - 6 54 - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 12 10 4 2.5 - - 4 3 2- 11'-0" 12 10 535 - - - 5 T5 2 - - _ - 4.5 3 2 - - - 12 1 D 3 - - - 3.5 2.5 - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - 12 10 3 _ _ - 4 3 2 - - ^ 12 10 - - - - 3 2.b 6 13'-0" 12 10 - - - - .} g _ _ _ _ - 3.5 2,5 - - - - 12 10 - - _ _ _ _ _ 6 5 �14'-O" 12 10- - 4 3 - - - - 12 7 12 10- - 3.5 2.5 - - - 12 712 - - - - 3.5 - - - - - 12 - _ 2 --- 12 5 - - - - 2.5 2 - _-0" 12 - - - - - 3 - - - - - 3 - - - - 1.5 - - - - - _ - 6 3 12 - - - - - 2.5 - - - - - 2 4• NOTES ON ANCHORS R IR MEbE5; WQgD ¢I --------------- I' ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - - 1/4"P TAPOON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY - I.T.W. BU'LION: S W/ MINIMUM 1HREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 $ 1 B. LJ \ ,: ILA ^ EXCEPTION: SEE NOTE 2 BELOW. Cu, j') � L/' .) E OR 1(-') H V BLADE, W /. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 19 AND SHALL CONSIST OF �.\/ 1, 1, • 1 I V �J 1,� L `,� D W 0 R K I N G I 1 \ V N S 0 I TI INC SCREWS AS PER NA.S. SHALL L BE ACATIONS. 3. SUSSTRATE,SHALL CONSIST OF THE FOLLOWING! - -SOUTHERN PINE No. 2 W/ 0-0.56 (N.D.S) --DOUGLAS FIR W/ 0.0.50 (N.D.S.) ♦ ZEE UMLTATIONS of USE OF - -SPRUCE PINE FIR NORTH W/ 0-0.43 (N.D.S.) GLADE 'I`A::X1 SHEET 26 ' -SPRUCE P114E FIR SOUTH W/ G.0.38 (N.D.S.) -MIN. 1/2• CDY. PLYWOOD (1986 APA) ' 4. ANCHORS.SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND ANCHORSPECIFICATIONS OF THE FLORIDA MANUFACTURER. 1T'1liiir>'n�ii.;, FLORIDA 8UILDING CODE (Hi h. Voloei Nurrioan9 Zone . 7PROIDUC17REVISM 6,11 T p`' ®2012 EASTERN METAL SUPPLY. INC, ' �� 1 i "�: >rsD nT•irgr!LhD PlOrtde ,�6 _ nn. nn BERTH/ HV TM Build mg code. A` r; •`•pEni ••'••. `s � '- •= •-GULFSTREAM ALIT INU " /leoorl4cm No -o Z3•o� A _ / . 11 L I E C '0 ° ,j G \ AND SHUTTER CORPORATION E� ���� �� Accordion Shuster System BY F� i L : * TILIIT TESTING & EN01 (ASSA # 16) ""w Y, WINDOW BLADE § ILv. BLADE >♦C j RfRING COMPANY GATE0 McO" e36s N.w. 3eth. sl., SIoDos• ""001%4.BDEHs. nomoA 3ne 3001 S.E. GRAN PARK WAY 03 15 2 DATE. 03/15/G2Phone : (305)871-I530 , Fox ; 305)871-163IC1�,a Mall: N00000000l.eom STUART, FL, 34897 ........11waTFA B TR10'10 P. E. DRAWING NoP.E. 3FA �J�I��jjJJRE��DATE FLORIDA U, # 44157 PH (aoo) 244-4143FAX (772) 287-9740- Z�Q85 + SPACING (in. i SCHFnl u F Fni A.S.D. DESIGN LOAD AN A n TYPE (SEE MOUNTINGS ON SHEET 19) s U B S T F=;Z! MAXIMUM SPAN SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOOUGLAS FI W/ MIN. G=O. 0 SPRUCE PINE FIR NORTH W MIN. G=0.43 / SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 B.O. WALL MOUNTINGS S.&V B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS S & V (ft) GATIVE A.S.D. DESIGN LOAD ("I EOATIVE A-S.D. DESIGN LOAD (1e1 NEOATNE AS.p. DESIGN LOAD (pet 30 40 80 75 90 105 30 40 160175 90 105 30 40 16017519011051 3'-0" OT LETg 4'-0" 5'-0" 6'_0" 9'-0" TO'-0"_ 11'-0" 12'-0" 13,-0" 14'-0" 15'-0" 16'-0" 12 12 12 12 12 12 12 12 12 22 12 12 12 12 12 12 12 12 12 12 12 12 12 TF 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 10. 12 12 12 12 12 12 12 12 12 1.5 lo-5 9.5 9 8.5 12 12 12 12 12 12 12 1.59.5 t0 9.5 8.5 8 7.5 6.5 12 12 12 12 12 12 10. 8.5 87 7.5 6 5 4 12 12 12 12 12 12 12 12 12 12 12 12 7 2 1.5 12_ 12 12 12 12 12 12 12 72 12 12 12 12 12 1_2 12 12 12 12 12 12 12 11.5 10. 9.5 9 8 8 12 12 12 12 12 12 11 10 9 8 7.5 7 6.5 6 12 12 12 12 12 0,5 9 8 7.5 7 6 6 5.5 4.5 12 12 T2 12 10 9 8 7 6.5 8 5.5 4,5 15 3 12 12 12 12 12 12 12 12 12 12 12 12 1.5 11 12 12 12 12 12 12 12 12 12 11 TO 9.5 8.5 8 12 12 12 12 12 it 9.5 8.5 8 7 6,5 6 6 12 12 12 1.S 10 8.5 7.5 7 6 6 5 5 4.5 12 12 11,5 9.5 8 7 6.5 6 5 1 5 4.5 4 4 12 12 70 8 8 7 6 6.5 5 4.5 4 3.5 3 UTTER • 4 NOTES ON ANCHORS R nl NRF ,tc tnrnnD B 1 RAT 1, ANCHORS TO WALL, FLOOR OR SOLID WOOD ,SOFFIT SHALL BE AS FOLLOWSI 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDER W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 1B k 19. EXCEPTION; SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUMTNG TYPE U, SHEET 19 AND SHALL CONSIST"OF< LAG SCREWS AS PER NOS 2005 SPECIFICATIONS. 3, SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN P111E No. 2 W/ G-O.S5 (N.D,S) -DOUGLAS FIR W/ G.0.60 (N.O.S.) -SPRUCE PINE FIR NORTH W/ G.0.43 (N,D.S.) - -SPRUCE PINE FIR SOUTH W/ 0.0.36 (N.D,S.) -MIN, 1/2' COX PLYWOOD (1G80 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE c HV BLADE ONLY t �.�= FLORIDA BUILDING ®QODi:(High'Uelocit &rricone Zone PRODUCTRP.VISBD ,t,� GEN. ••� >SF''�.'9-% EASTERN METAL SUPPLY, INC. - "vcnm;+tyfnpwith!hoPkridn 6dlding Cade AccoltlnnecNO Z-o 23.0) ,� No ` - G'iULpST 0 RI€ _IHI p�lll!lRjmUr B� .T�'�Ip TM Expi [on DWo O o � IL E C ®1N�. AND SHUTTER CORPORATION Accordion..Shutter System - ey �con � J '01-� 9'fA F yi 90 : ��� TlLtli TESTING &ENGINEERING COMPANY (ASSA # 16) H,Y. BIADE 0 H.V. H7NUOW BLADE & H,V. BWE tv, N . p p . y s C� to O]ES N.W. SEIh. 51., Sla. Sns, NAON4 om11Ft $, TtDN OA ssle Phono : (3O5)B71-IO30 ,Far : (305)ts71-1331 °'mcn: Intrc0000l.eom 3001 S.E. GRAN PARK WAY 5RJART, OE50RIPTION OATC Onrn O. FP. A.G. 1 06- 1 1 1 DATE: 0r P./A. . 2 NALEN !!! EB-0000710 t%LTERA 1 P. E. t1., 34997 3 DRAWING No • - MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDAFLORILla 1 •4787 4 PH (B00) 244-4143 FAX (?72) 267-9740 1 2�085 S _ s 1 SHEET 2 1 I 1 o�Hvtra AJ ArrL.it;ABLE tNAX. SHUTTER SPAp� L+ OR L- FOR tNSret I Artn Ic LITNON LY uA,,.,� •• HV B ADF n 1/4`I TAPCON OR ' SIGN LOAD SEE ' FTAPCON WITH ADVANCEDLLATIQU WIT THIMPORM TECHNOLOGY 1/4°0 TAPCON OR W/ 1 1/2° Min. PENETRATION 1/410 WITH ADVANCED OF THREADED AREA TO ' 'H THREADFOflM TECHNOLOGY _ I" I: EXISTING WOOD HEADER `' (SEE SCHEDULE ON SHEET 18) �0( THRF/A2DED (AREA TU RATION 1 DR EXISTING WOOD HEADER, ( LAN. SEPARADON ' / (SEE SCHEDULE oN SHEET 16) p TO CLASS (SEE _ SHLvti 12 FOR lE ON s Eta I I• A11`- EMIE 1 AND' 18 I OR E 1n. E I- 1/4'D-20x3/4" S.S. MACHINE SCREWS EXISTING L ON SHEET 28 Jiv �iV W/ 1/4'-20 NUTS a 12' O.C. G.A55-1 BIADFS(1j,k on 15 p I P p WALL — FINISH wJaL - "•: •:::.• FNISH i1 `� a ':�' I � {� p '�: FINISH/ I I I_ —OPTIONAL II EXISTING MITI. ., `. L :;:: WALL I _ 2'x4' WOOD 'I ® FINISH OR c \ �- 12 HEADER REQUIRED 1 OR '�'" �• EXISTING MIN. I 13 1 1 EXISTINGMIN. SEPARATION 2'x4• W00➢ GLAS TO GLASS ( SEE I I HEADER REQUIRED SSE ON SEET 7 • \-1/4'I TAPCON OR 12 FOR BLADE 1�AND I MIN. SEPARATION I I 1 '0 TAPCON WITH ADVANCED - II �__ TO GLASS I I II 2`x4' OONT. SILL `HR EADFORM TECHNOLOGY ON Sll28 EXISTING BLADES Ijtc iUA I GLASS --I (ONESHEET 2) SCHEDUL I ( PLATE REO'D. / Of THREADED IA ID m �nON MID.DITH OF WOOD PLATE. - (SEESCHEDULE ON SHEET 16) ®1i1( WA L HEAA R INSTAL ATION ON HV WALL Wrenra IAICTAI I AT,n., OOHV WALL 'St11 Inlc Tell ATtnA1 EXISTING -� NARTON MIN. SEPARATION GLAS-_- --- 2*x4" CONT, M GLASS I I I -( L TO GLASS I i I I MIIJro GLASS OON WOOD PLATE (SEE' SCHEDULE- 1 I EXISTING (SEE SCHEDULE R6O'D. GN SHEET 12) I CLASS./1 ON SHEET 12) I I 1 (SEE SCHEDULE 1 _ STING. ON SHEET 12) U O T I Z '� ,_t;..y.�'�C•'0, WALL I MACHINE SCREWS W/ 'a 1 i/4"o-20xJ//C S.S. %FINISH I I I -.:•r M., 1/4'-20 NUTS O I t MAGHIHE SOkEWS I I i. 12' D.C. I , USING 1/4'-20 NUTS I. I , ® 12" O.C.-�` WOOD PLATE sir' OR ei is y.°y �lj1 J CR 15 V. i.n W \ REO'D. T I - L-EO EON, � EO --EO ` 1/4"D MTN OR �k 1' Min.I- : ` -• t" Min, - 1' 11i I rTAPCON wITH ADVANCED - V THRFADFORM TECHNOLOGY / I/4"0 TAPCON OR .`.= 6'/ t/2" Min. PENETRATION OF Z. TAPCON WITH ADVANCED pig--1/4'0 TAPCON OR '`:� THREADED AREA INTO PLYWOOD, ?i THREADFORM TECHNOLOGY NO7F' ,+' TAPCON WII11 ADVANCED (SEE SCHEDULE ON SHEET 16) '-� W/ 1/2' Mln. PENETRATION OF I -SEE SHEET 4 FOR TYPICAL 2°x4" CONT. 7HREADFORlA TECHNOLOGY EXISTING MIN. 2"x4' STUDS THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. SILL PLATE YJ/ 1 1/2" MIn: PENETfJAT10N "1/2' MIN. COX PLYWOOD REO'D. ® 16` O.C. MAX. REO'D.— (SEE SCHEDULE ON SHEET 16 2-MOUNTING BECKONS CAN BE REO'0. ALL OF THRFMEO AREA PLYWOOD To BE ATTACHED TO 1/2' MIN, cox ) COMBINED IN ANY WAY TO I FINISH h11DWIDTH OF WOOD PLATE, LPLYW O MIN. 2'xd' STUDS ® 16` O.C. MAX. REO'D. WALL FINISH SUIT ANY INSTALLATION. (SEE SCIE F ON StIEET 16) PLYWOOD TO BE ATTACHED TO SNOB IN ACCORDANCE STUDS IN ACCORDANCE WITH PLYWOOD REO'D. WITH SECTION 2322 OF THE F.B.C. SECTION 2322 OF THE F,B.C. - © HV WALL QII 1 W TAt J ATION ♦SEE LIN TIONS OF USE OF ®HV WA I INSTA t ArinR �� L �� ®HV WALL SILL INSTALL ertnr` BLADE 1A oN SHEET 28 / ,,...��...,, FLORIDA BUILDING CODE High Velocil Hurricane Zone I,Tj1 �pL A. Tj(@ 2012 EASTERN METAL SUPPLY, INC. - ��nT' '�°'SBD +44T P d = OULFSTREAM ALUMINUM BERTHA HV TM UDI1diIP1YLn6 wile lAetlotttll , ••f'E�u� r S ng Code •••• Dca 2-o3Z3.o� ; z L . E C Iqe. AND SHUTTER CORPORATION ITT 1[�CGCi1lZ1Gt1_Di1�utG�f I�ySiOrn g ,7 II *4It ` � Tt TILLIT TESTING f ENGINEERING COMPANY (ASSA Ii i6) H.V. MA E 1 I OR W/O H"V. WINDOW BLQE k H,V, BLADE 9 EV, N DESCRIPTION GATE pawn • F.P, AC. ENS, FLDRIDA 3310 3001 S.E. GRAN PARK WAY I OLD 06-314 03 1 12 DATE: 03/15/12 1D OU Cotmol 6355 N.W. 381h. SL- Sla. 305, VIRGINIA GARO rJ ,••° 0\�, Phono : (305)071-IS3lt .Fox : (30S)671-I531 ^^{. Nteee®001.c0m STUART. FL 34997 2 sS;'•,.........�'p1%I WAL1EREp M�IR Jr. P. E. 3 DRAWING No MIAMI-DADE COUNTY P.E. S ` %1�j��DATE FLORIDA Uc. 1 A4167 PH (Boo) 244-4143 FAX p7z) 2B7-9740 4 12-085 L- EXISTING ENISRNG—) MIIJ .2 x4° HEADER REO'0 O w U or v'� 1 EACH RAFTER OR TRI155... LOCATE LACSa', CLASS II MIN. SEPARATION TO GLASS -- (SEE SCHEDULE ON SHEEP 12) I I I ENIGUIN55__� 1 OPEN HOLE AT EACH ---� --I STUD TO ACCEPT 6/16°0 UQ SCREW ( _ AT - AfIDWIDTH OF EXISTING WOOD LIEMBER, (2" Min. NOMIWL WIOMi- -'I - W/ 2` Mln, PENETRATION OF THREAGEO AREA I wR I TO atoms (SEE S HV WA I uFen�a IhICTAI 1 ATinu �swmu AT CENTER OF TUBE I I Yu16EpYRflpi I I VALID FOR INSTALL NS ", 72 pJl MAX, A.S.D. DESIGN LOAD AND o 9'-0" MAX. SPAN, THIS n wcrel erm„ ,,.. ... _ `vJny L"GILINL+ INSTALLATInN MIN. SEPARATION I I I Ta SpAm I 1 OR - ._. .. (SEE SCHTO EDULE ON SHEET 12----- I I I EXISTING , 1�Ife/�➢E I I ® I . TO GLASS EXISTING ) I �� GLASS\ I.% m I I I CLASS 3 — `I RG y —I (BEE SWEET 12) -1 _ I O `v I ON SHEET 12) I I I I I 1 ALTERNAT I I` WALL--1 IANCHOR II I (R I _ FINISH I LOCATION EXISTING 1 O 1 3/0 wm. GLASS I . • + 71 OxJ/4" HEX I _2°x0" MIN. WOOD ' 2'x6" MIN. WOOD I ASHER HEAD TER I % (NOHFIRENUIRED 1 ` / 13 DR DECK REQUIRED (ND SCREWS m 12` o.c / ALLOWED) © FINSH ALLOWED) EDGE OF DECIC _ 0� EO EO 1/4-0-20x3/4` S.S. EDGE OF DECK 2" I'— — L _ IF APPLICABLE �V 1/4"0 TAPCON OR 1` PHILLIPS TRUSS HEAD IF APPLICABLE — _ 1 - TAPCON WITH ADVANCED Mln. MACHINE SCREWS - DGE 1/4"0 F.W. TAPCON OR THREADFORM TECHNOLOGY IN/ I/4`-20 NUTS 2" MIN, ___., F.H: TAPCON WITH ADVANCED 2"x4" CONT, W/ 1 1/Z" Min. PENETRATION ® 12' O.C. MIN. Of -' THREADFORM TECHNOLOGY SILL PUTE `i OF THREADED AREA a DECK IF TH 1 1/2" Min. PENETRATION MIDWIDTH OF WOOD PLATE. 1/4"D TAPCON OR TAPCON WITH ADVANCED TNgEA0F0AM TECH OLOGY APPUCABLE 2" MIN:--- OF THREADED AREA ®. •l :'(; (SEE SCHEDULE ON SHEET 17) (Y/ 1/2` Min. PENETRATION OF THREADED AgEA INTO WOOD DECK. MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) ♦SEE LIMI ATIOHS Of .USE OF (SEE SCHEDULE ON SHEET 16) _ (D HIV WALL SILL IN�Te1 STALLAT QW HV FLOOR INSTAL eTIpN B`A°E r ON SHEET 20 ] ® HV WALK —OVER INSTA L ATION FLORIDA BUILDING CODE High VelocityHurricane Zone PRODUCT REVISED4114'y��'""°.. " �.- 02012 EASTERN METAL SUPPLY, INC. `�y"'EFJgF• - GUI.FSTRIEAM ALUMINUM BERTHA H-Vc aacamplying lrilhlha Florida t �` LlYlldit>F Code Z . y TM Acxptanca Na Z-o'Z'.� ■oL1IEC 1!C Ati'DZHUa i ER �.LORPOR"joii =4 4-�. .. L.ti»,,,,x"...�S....2L'' EKpt a halo O��__Tl"SIT i Cr Y 1 nn Q l lt1-er .\4 7 tP �Y O��'� * `� (ASSA # 16) N. BLADE 1 W OR W/0 S. WINDOW BtgOE $ HN. BLADE � TILLIT TESTING $ ENGINEERING COMPANY REV. No DESCRIPTION DATE •rawn 6 . F.P. G. Mlaai ATE•ctl �� BJJS N.W. ]elh. R,. SU, JOS. V. Fox GARDENS, 7-15A ]718 3001 S.E.SEGRAN PART( WAY 1 OLD 06-314 03 15 12 DATE: 03/15/12 •. ` 14 Phone : (]OS)871-16]0 . Fax I (]OS)071-1531 ^•.......��.1��, a -ma W0000710'eam STUART, FL 34907 2 NAL 1 ] DRAWING ND' `'IL/ W�FLORIDA u 1 441 E PH (800) 244-4143 FAX (772) 287-9740 1 2-085 �•�__m MIAMI-DADE COUNT P.E..S�(•L' IJ6Ai�KRE/DATE __ 34 • LOCATION Z o .. c- c z o J a ALTERNAIE� LOG N � j Z IIII b aQ xvE-NoI'lll — II - C () 13 SEE END CONNECTION T c D cE rr o0 DETAILS OF7—� SHEET 24 TYP. FULL — HEIGHT. _MCAL ,M2i I -IV BLADE SHUTTER ELEVATION N.T.S. * NOTES ON HD I nrlcc enln CENT RhAATFQ 1. MANDATORY CONDITION_"' ONE C3 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAW DUTY SYMMETRICAL CENTERMATES, (41 OR () I{3`�) AND AT ANY ELEVATION. t34 H.D. LOCK MAY BE USED AS A INSID OR UTSIDE LOCK, ATTACHED TLf (3 HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 X 3/8" LONG FLATHEAD S.S. ,M.S. LOCKING RODS 35 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. AANI ORY CONDITION_"' LOCATION OF 3j H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". tH.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", (B H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. FLORIDA- BUILDING PRODUCT REVISED ��41\Q-••��iEiIIaSZC •,.•` . na cuNlp;piag�l�:tia FEW d:. 6ULFSTR6AM ALUMINUM BuIldEWp61 iaC.d. F OIlDato '°!` * I L I E C O INC. AND SHUTTER CORPORATION H.V. BLADE Acu:ptonce Nn -0 Z /7 /v (ASSA 16) 8y : -0 ' ST OF j Q, TILLIT TESTING k ENGINEERING COMPANY REV. Na hih Dad du Control% 9 •'•. lLr �� 93S5 NA 36UL SL, Ste. 305. VMMNM (IMENS, MCMDA 3316 3001 S.E. GRAN PARK WAY 1 4111 Phone : (3D5)871-1530 . Fax : (305)871-1531 Z �+s,' •e••1•••• 'N�\���1 a -ma Ulleco0aol.com STUART. FL 34997 3 �0fIIAL E 11j1 0006710 WALTER A. ,LL11 J, P. E. r'' momm Uc. A 44167 PH (800) 244-4143 FAX (7721 287-9740 MIAMI-DADE COUNTY P.E. SEAL%S�i�i ifUfRE/DATE ( CODE (High Velocity Hurricone 201 2012 EASTERN METAL SUPPLY, INC. BERTHA HV T1 -ordion Shutter System 1 W/ OR W/O N.V. WINDOVI BLADE do H.V. BLADE DRAWING No 12-085 CONCRETE ANCHORS (SEE SCHEDULE ON 1101-20x3 4 S.S. SHEET 26) r AU CFiINE SCREWS USING 1 1/4'-20 NUTS 01 6' O.C. 1' MA. W f / tidy Iv+ OPTIONALI 117 SEPARATION MIN. GLASS 10 (SEE SCHEDULE ON I f I I 2 EXISTING 1 SHEET 241 GLASS 1 I ® HD WALL HEADER INSTALLATION ATION GASS�I wr1. sEPAaAecu I . To GLASS (SEE SCHEDULE WN 2 SHEET 25) i I I f-OPTIONAL'. POURED CONCRETE ANCHORS CONCRETE - �- (SEE SCHEDULE ON SHEET 26) REQUIRED EDGE OF APPLICABLE IF I MEN. 2rnARATION To CLVS / /0 ' E 'j (SEE SHIIXT 2a)ULE 0 FA) @ EXISTING' EXISTING 1 GLASS 1 MIN. SEPARATION To GLASS 1(SEE SCHEDULE ON SHEET 28) 2 I 0 HD CEILING INSTALLATION ATION CONCRETE FLAT HEAD CONCRETE ANCHORS REOUIRED (SEE SCHEDULE ON SHEET 28) ® HD TRENCH INSTALLL ATION INN. sFH TD cuss CLASS (SEE SCHEDULE ON SHEET 23) EXISTING CLASS----- ALTERNATE 11 , R1413/4' HEX ASH HEAD i ANCHOR LOCATION TEK SCREWS aS' O.C. V /14x3/4" HEX HEAD, © + 7 / v� --�- / '• ---: I EO EO IB TEK SCREWS ® 3" O.C. ' OR 1/4"0-20 S.S. M.S. �1 B ' eRn i�`� SS. W/ NUT ®3" O.C. I CONCRETE AN (SEE SCHEDULE ON ]'LEFT 28) ^ EDGE OF SLAB CABLE / , / /,(', EO " i , 2: PHILLIPS TRUSS HEAD - h F------- +If ry ED pmcRETE ANCI10R5 `CHINE SCREWS USING I/4'-20 I I POURED CONCRETE WALL REO'D. (SEE SCHEDULE ON SHEET NUTS ® 6' O.C. % 8' 1 /p / EDGE OF CONCRETE 26) •—SLAB E A IF APPLICABLE REQUIRED E D.• MIN. SEPAAA110N III TO GLASS (SEE 6CHEDULE oN SHEET 7B) 'i,/Iil "jj EbOE OF sue IF APPucnDLE PoURED CONCRETE) ""- REQUIRED /FLAT HEAD CONCRETE ANCHORS- 1 (SEE SCHEDULE ON SHEET 26) 1 HD WALK -OVER INQTAI I pTiA I -o 3 0 HD WALL SILL INSTALLATII)N ©HD FLOOR LNSTpi I AT(nN POURED NOTE FOR COMBINATION OF SECTION - CONCRETE REQUIRED Q TA HD RAINGUARD INSI L ATION 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY, • E. D. =EDGE DISTANCE 2- N AN W SECTIONS CAN IN COMBINED INSTALLATION DETAILS W f O HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. (SEE SPECIFICATIONS ON SHEET 26) SCALE. HEX WASHER SCREWS ANCHORS DULC ON J_EDGE OF SLAB IF / APPUCA13LE PRODUCT Rr:VISED A� v �� �. "vCEN$F •.•,9 i I LSJ 2012 EASTERNERN METAL SUPPLY, INC. , BERTHA HV TM Accordion as complying Willi the Florid:: BDildlla co Ni Acespl*on No 2-0 23.0/ f AIL E C O � GULFSTREAM ALUMINUM AND SHUTTER eXpi 'onDD10 ef7��i/ v ? * L.IgC. CORPORATION Shutter System By �� `` SATE OF r� �� TILLIT TESTING k ENGINEERING COMPANY ASSA I6 ( # ) H.V. 6LADE $I W OR W/0 H.V. WINDOW BLADE k NV. OLADE EV. N I DESCRIPTION OLD D - 14 DATE 03 15 2 Ompn p , F.P. A.G. DATE: o3/IS/12 MfalUDad DdCnntrol �'; = /�-•'•- Fin��T�A :'a�4 .��� f- Bass n.w. aem. sL, sl.. oDs, v... uRDEHs, .. sale .Phone : (305)871-1530 . Fax I (305)671-1631 3001 S.E. GRAN PARK WAY 2 DRAWING No STUART. FL 34997 3 MIAMI—DADE COUNTY P.E. SEAL/SIGNATIIRF/nATF WALTER®-0006 JrI.P FLORIDA Uc. # +4167 E. PH (800) 244-4143 FAX (772j 287-9740 12 ° aer IIGVU WALL wNNCU,IUN OUT ° Ut1AILZ UN ,Httl Z4 IN T,�EGSTI"° Gu55 - INSTALLATION • 9 OR 8 OR 6 7 OR OO O IO * SEE NOTES ON LOCKING RODS 3® & HD(D LOCKS ON SHEET 21 n L2- HV BLADE= ' F_END WALL CONNECTION I - DETAILS ON' SHEET 24. 7-1 -. ro----. — -------- — — — rEXISTiNG GLASS ---_----.--------------- - .:.,. ... -. ------- .. - .. (6063-T6 ALLOY) ALUM. ANGLE W/ (z) 1/4.0 1/2 35 - - TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM d: (4) plexl Y S.M.S. I I 114 x 3/4" S.M.S. ® 12". O.C. MIN. SEPARATION TO GLASS (4) H.V. PINS * (OPTIONAL) _ 9: S4 -1 .;5 (OPTIONAL). _ ib TUBE AT EACH , (SEE SCHEDULE SCHEDULE TYP. { ) IN 1 s3 ANGLE. (TYP) 5 - ON SHEET ) (a) H.v. .. .. .., I a 5 B` e t 2' PINS (TYP.) -- — -_ 5 Z\ 1 OR (D OR /©� + �C7)- — — — — — — — — C EXISTING GLASS + Q ORfI Fil ,! N rat — — — �'J 1 MIN. SEPARATION To GLASS I N 5 ` (SEE SCHEDULE ON SHEET 25) AR.^,: iic-mm SE.- -1EE m Ixmplying xl,h 1hoFlGride H011dIOg Code ` Aceep,nnwNo -0 2 .p, Expi ian Deco /7 , Mimnl G t:Gatlol MIAMI-DADE COUNTY P.E. 18" O.C. - _ * v _..v l �1 ,RU- I 35 `I�lORk3q I. no HVB—HDB (OPTIONAL) HVC-HDC (bPNAL) OUT 51MMETRICAL- HD CENTERMATES SYMMETRICAL HD CENTERMATES ILy f ice. LOCK(INTERIOR)' W/ � LOCK_ (EXTERIOR) 0-11 y + Q OR POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED cti r-A IIL ECOS )X 0 TILLIT TESTING & ENGINEERING COMPANY •.• �/ 1' P • • � \1 GUS N.W. Seth. St.. Sta. 305, MRGWIA (L1ROMS, FLogWA 33 '�v Phone (305)571-153D . Fox : (305)571-1531 ss�ONAlE�j1011 moE -DOo ®Bloom 1� WALTER A. 11WT Jr. P. E. AI /rirmTI IRr /nATC FLORIDA Uc. 9 44167 GULFSTREAM ALUMINUM BERTHA HV 4ND SHUTTER CORPORATION Accordion Shutter System (ASSA 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (7721 287-9740 H.VN. WINDOW BLADE & HV. BLADE ; - REV. tic DESCRIPTION . DATE Drown 6 . F.P./A.G., I OLD 06-314 03 15 12 DATE: 03/15/12 2 DRAWING No , 1 2-085 SHEET 3 4 s ® 16" (LOCATE AT (1 EITH R SIDE'.�/ OF5 ) 1/2" 014x1/2" S.M.S, a 16' O.C. �-POURED CONCRETE OR CONCRETE BLOCK WALL / / / ORUCONCRETE RED BETE �- ORUCONCRETERED CONCRETE REQUIRED ` BLOCK WALL REQUIRED BLOCK WALL REQUIRED IF-7 -' EXISTING GLASS EXISTING GLASS EXISTING CLASS <l -2" EO r/ MIN. SEPARATION MIN. SEPARATION MIN. SEPARA110N 1/16"x3" MAX. TO GLASS / TO GLASS % TO CLASS (6063-TB) CONT. �•. (SEE SCHEDULE (SEE SCHEDULE ALUM. CLOSER (SEE SCHEDULE \ ON SHEET 25) 1 ON SHEET 25) PTA, (LOCATE 1/2" ON SHEET 25) ` AT EITHER SIDE MIN ` OF®) If 814x1/2" S.IA.S.-i -_-._- •USE 1" A 2" MAX. I --'--- � ®1B" O.C. (AS APPUCBLE)x2"N1/B"x0'-2" 1 /EXXIISTING GLASS I_ __T--� MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) ALUMINUM CLIP ANGLE 4 , (6053-TB ALLOY) AT MIDHEIGHT - 4 ` (1) y14x1/2" S.M.S. TOQ& (2)1/4"0 TAPCONS ANCHORS TO _ SEE DETAIL % FO WALL Ar I" O.C. (LOCATE AT SEE DETAIL X FOR ® SIDE COON TIOON ® _ EITHER SIDE OF& / { SIDE CONNECTION �4�, ® - \ l (Cl)OR O O+ O TRACKS TO TRACKS lO O O © SS DE CONNECTION `J $ OR 6 % OR ( +OOR®OR�+® In 6 + % OR 8 OR®+ OR TC TRACKS S +0OR®OR + OR r- ,0+©DR®+® o+� o+® g+� .END CONNECTION DETAIL 1Q END CONNECTION DETAIL 2Q END CONNECTION DETAIL Q END CONNECTION DETAIL(4J f REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" -POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL ®f 1REQUIRED ZiEXISTING GLASS % REQUIRED ///�-- E%ISTINC -. - - - 1L CLASS _TIrC �14 /2" S.M.SL____--- / ® 8" O.C, MIN. SEPARATIDN D 5 j MIN SEPARATION / TO CLA55 CONCRETE t/2" MIN. (SEE SCHEDULE _ / TO GLASS ANCHOR ®--7�/ ON SHEET 25) 4,z CONCRETE`- (SEE SCHEDULE < 12" ( / , ANCHOR / _ ON SHEET 25) 2" '2" MIN.- 1 4) OR ®0 R 1 h)+ O OR END COtCON14ECTIONDETAI 50 + with the Fwdde MIAMI—DADE COUNTY IP.E. 2" STATE Of „'"LpRTv; 40144' I I 6 ORp®ORQ PLAN VIEW Y DETAIL X END INSTALLATION k UOR V8)OR )OR . U2i HV BLADE INTO CONCRETE OR © + ®°R®+0 CONCRETE BLOCK WALL [ICY-UTALIUTAIL ®OR© FLORIDA BUILDING CODE High Yelocit Hurr' 7 / I I L I E C ®�„�. \ r TILLIT TESTING do ENGINEERING COMPANY 1 V 1� .355 N.N. 360, SL, St. 305, Nq RGD" OARpprLOR101 33 .m Ph : (305)871-1530 . F0x : (305)871-1531 1 .-m.R: tit e..MI.— ES—DOOD7ID WAILER A. TILUT Jr. P. E. IATC FLORIDA U. f 44167 GULFSTREAM ALUMINUM 4ND SHUTTER CORPORATION (ASSA # 16) 30131 S.E. GRAN PARK WAY STUART, FL. 34097 PH (800) 244-4143 FAX (772) 287-9740 y Icane on ® 2012 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System N. BLADE 11 W OR W 0 H.V. WINDOW BLADE k H.V. BIAOE REV. Nol DESCRIPTION I D-A-TE-Tproms 6 , f.P. A.G. t OLD 6-31tE�M71112-085 TE: o3/t5/12 2 RAWING No s MAXIMUM SHUTTER SPAN 14" OR "L-" (ft.) * INSTALLATIONS W/ 31 OR 3 , W/ ONE HD 4 LOC & NO LOCKING DS 35 MAXIMUM A.S.O. DESIGN LOAD (0 .S•T.) (+ OR -) POURED CONCRETE INSTALLATIONS ALL MOUNTING CONDITIONS L - (n) L - R) 0 OR LESS 15 -5' 35 14'-10" 40 14'-4' 50 17'-W 55 16'-10' 60 12'-1 1 ` 16 -2 65 12'-B" 70 12'-6' 14 -11- 75 12'-3' 80 12'-W 14 -0 85 11'-10" 13 -7 90 _ 95 111-6" 1t'-3' 13'-2' 12'_10• 105 10-O' 12'-2` 110 9'-8' 11'-11' 115. 9'-1' 11'-8" 120 8'-9' 11'-5' 125 -11'-2' 130 135 140 - 10'-8° 145 - 10'-4' 150 - 10'-2" 155 - 0' 160 - 9'-f0" 170 175 Too 1135 - 9,_2" 100 - 9•-D. IUD - W-9" PRODUCT REVISBD �`�t 4� • JCENS! Build•�i3lnB :t:t6 aha FTarhin G46 Codo ;' AcocPlian No Z-O Z.3.of I'D" Dole �7 � I � �/�o�•••., DE�:pI uct Control = � F�ID' s/ONA%- MIAMI-DADE COUNTY P.E. SEAL/SIGNAI * NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GWEN POSITIVE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE. GWEN 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 %+" 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: LI+.. 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 INSTALLATIONS. L2-o MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN 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. HV BLADE ONLY ♦ SEPARA-TION TO GLASS REQUIRFMIENTS MINIMUM SEPARATION TO 3LASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3 INSTALL�c�cNn SU13STRA7E POURED CONCRETE MDUNNNGS (SHEET 22) WALL MOUNTING AA & EE FLOOR/CEILING OB, CC, DD, MOUNTING FF & GG FLORIDA BUILDING CODE (High Velocity Hurricane Zor © 2012 EASTERN METAL SUPPLY, INC. ' � I I L I GULFSTREAM A4,UMINUM BERTHA NV E C ®INe. \ AND SHUTTER COFEPORATION Accordion Shutter System TILLIT TESTING k ENGINEERING COMPANY (assa 4 16) •V. BLADE �1 W/ OR W 0 H.V. WINDOW BLADE & H.V. BLADE REV. DEscAIPnDH DaE laei N.N. 761h, SL, sl., 3oe, NRl2Nu OAf10ENS , n.OAIDA J]IB Phony : (JOS)B71-IB3D . Foa : (305)B71-IS31 30D1 S.E. GRAN PARK WAY 1 OLD 06-314 03 15 12 DATE: 03/t5/12 e-moX: wt.ee000l.eom Ee-aaoeTls STUART, FL. 34997 2 3 DRAWING No WALTEA A TILLR Jr. FLORIOA Ua: 1 44187 PH (800) 244-4143 FAX (772) 287-9740 A _. 1 Z"�85 MC14ORS SPACING IEGEtib MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN 4•a TAPL'ON MAX. SHUTTER SPAN MAXIMUM a c_ n DESI N LoAp AND A + a TArcgrc XL CORRESPONDING FOR MOUNTING TYPE CONCRETE INSTALLATIONS POURED CONCRETE MAXIMUM SPAN ALL MOUNTINGS AA THRU GG (SHEET 22) (ft) USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 8„ 4 1/2" 3 1/2" _ OR LESS 12" 8^ 8" 4" 3 3/4" >8._0 UP TO 6" 3 1/2„ 3'. - - 12'-1" 10" 6' 4„ 4„ - >12'-1' 4" 3 1/2" UP TO 18'-O" 7 1/2" 5 1/2" 4„ - - HOSE. VALID ON=FOR=10---ol-SPAN (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min. Pc = 3192 pet) 1/4'e TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS ! 3/4'. A.2) TO EXISTING POURED CONCRETE: (Min, f'c a 2899 psi) TAPCON MNIMUMMB DMENTAINTOOPOUREDMCONCRETEROF 5/16" TAPCOIN XL ANCHORS .IS 2.1/4". , A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR'ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHAL'• BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTAU.ATiONS ON VNYL . SIDING OR EIFS CONSULT THIS ENGINEER. (8) 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 R 0 IR D D c DISTAN .c FOR AN -�DRc MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE FOR 1/4'91 TAPCON AND 3 5/8" EDGE DISTANCC FOR 5/16'0 TAPCON XL. HV BLADE ONLY �0I/I/Isiin III- �^ FLORIDA E PRODUOTREVISeU �:'•�CE�SE'''•; -_ as camr0iog w*h the Roddo Building Code Amp tenca 2-o32S. ,��� GULFSTREAM ALUMINUM I1LE c o \ AND SHUTTER No o/ EXPi Data 17 a 1�. ; 5F / �_ %J 1Nc, CORPORATION M�mMa ST Of Q •' TILUT TESTING ENGINEERING COMPANY (ASSA rV 16) e3e5 N.W. 301h. uctcontrol r'' kr� 1�� •. •_• .. SL, $"' 395, VutlrM OMENS. FLORIDA 331e 3001 S.E. GRAN PARK WAY Phona : (30:1)t171-1330 . Fa.: (305)B71-1531 •• �� 1, t,, a-maEUS In- osiiahcam STUART. FL. 34997 MIAMI-DADc COUNTY P.E. SEAL/SIGNATURE/DATE 1VFLORIDA U�.ALTER A. UA 44187E PH (800) 244-4143 FAX (772) 287-9740 - --- —I ZKN MGIAL SUPPLY. INC. BERTHA, H-V- 7M Accordion Shutter System LADE 81 W/ OR W/O H.V. WINDOW BLADE h ILV. RIAOF DRAWING No 12-085 Oyp) I _ I L -�'- 12" MIN. CLEARAACE� I TO LADEfI TO 3`D OPENING 1 / -FLAT PORTION OF BLADE 0625 A 0625" EXTERIOR SECTION X-X HV WINDOW BLADE SCALE: 1 " = 1" 1875" 1 1 44 ,1 „ 1 / �• \� HV WINDOW La t 5 3/4" i I / ON CENTERS 2 /B--. I I CLEAR I j Z 1/4" SEPARATION I CLEAR BETWEEN I I BETWEEN BLADE I TABS rues o I .0625" I EXTERN I •' I— - R•-,0625" r \u S-ECTION Y--1 I SCALE: 1 I I'1 Ih I I 12' MIN. CLEARNDCE TO BLADE BOTTTIJ EDGE I I SCALE: 3/8"=1 " , PRODUCTREVISED sa complying withI110 Fiona:. DwIding Code AccapwlceND Z-oj23.of 8Xp1 Uon Date o ! 7 ey D uct Contra EXTERIOR ELEVATION SCALE: 1 " - 1 " POLYCARBONATE IMPACT__ RESISTANT HV wlNnnw BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT - TYPICAL PROPERTIES STANDARD REFERENCE Bp oman mATLTAL / SMNcs mat s71 LLC.aAILROLON 3103 LDON 103 16&N P1�CSICBL• SPECIFIC GRAVITY ASTM D792 . 0.043 %&' 0.043 lb/in TENSILE YIELD STRENGTH ASTM D638 9.400 p.5.1. 9.500 P.J. FLEXURAL STRENGTH AT YIELD ASTM D790 12500 P.G.L. 13,400 FLEXURAL. MODULUS 1MPAGL• ASTA! D79D 340.000- p.e.i. p•""''' - 345,000 p,s.i. NOTCHED IZOD ML BURNING �HARACTEHImMa- ASTLI D256 18 FT-Ib/in 17 FT-lb/In SMOKE DENSITY ASTM 02843 47.2 R 64.5 It MAX RATE OF BURNING ASTM 0635 C-1 CLASS CLASS SELF IGNITION WEATHERING; ASTAI 01928 1040 'F -C-1 980 'F ASTM GI55 TENSILE STRENGTH AFTER WEATHERINGI ASTM 638 8302 p.s.I. TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 D.s.i. 8540 P•ai. 8880 p,s.i. TYPICAL HV WINDOW BLADE lAA AND POLYCARBONATE- HV WINDOW DETAIL MIAMI-DADE COUNTY I P.E. I L�EC�,N TILLIT TESTING & ENGINEERING COMPANY t035 N.W, 351" SL., S1-, 305. MCINA CMDEN9, FLORIOA 33 Phone : (305)071-1530 . F. : (305)B71-1531 .—all: Nt.0000e1 .com EB-0006719 WALTER A. TILLG Jr. P. E FLORIDA UD. 0 441167 FLORIDA GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA $ 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4t43 FAX (772) 287-9740 2012 EASTERN METAL SUPPLY, INC. BERTHA HV . Accordion Shutter System I H.V. BLADE il W/ OR W/0 HN. WINDOW BLADE & H.Y. BLADE DRAINING No 12-085 jal�2o,— TYP. EA. END �y MAX. 5 WINDOWS ALLOWED Ai FW 95 WINDOW BU+,tE CI_11 �f SET: END CONNECTION DETAILS ON SHEET II TYP. / FULL HEIGHT. — fi YY 9 I� ME PLAN FOR REOUIREMENTS) TOP & BOTTOM OR(D ELEVATION MX SEPARATION m CLAW EXISTING GLASSji; STE SCHEDIAE ON SHEEP I2 FOR BLADE Qt _ r AND GN 9EET M FOR BIASES m & \ ty ew SYM 2 RIB 9 ENTERAUTES W/AND 0 (SE NOTE 4 ABOVE) DI AM + GENERAL LIMRATIONc AND CONDITIONS OF LSE FOR R -RTNA KI I. MAX. A.S.D. DESIGN PRESSURE RATING: +110, - 110 p.a.i. 2. MAX. SHUTTER SPAN: 96". 3. ALLOWED MOUNRNGS: A D. G & H ON SHEETS B, 7; AS WELL AS (¢MOUNTINGS M, O, T. U &ERW�CR�lEON SHEETS 18 & 199. 'ATES ORO ARE LOWED P�YOUTY CEMD UIN ABE INCLUDEDUO� q7 OQNO EXTERLA ACCESS CASE OFF OPPOSING CE�. rrr�y��, . 5. (A) IN WINDOW BLADE 0 SHALL ONLY ALLOW A MAXIMUM OF 5 CPENINCS (3"G HOLES) FOR ® PERVADE AT SPACINGS SHOWN ON SHEET 27. (8) MIN. CLEARANCE FROM 70P OR BOTTOM EDGE OF HV WINDOW BLADE OF ANY 30 HOLE FOR 44 SHALL BE 12'. (0) FIRST OR L T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE T�A (D) W WINDOW BLADE (9 MUST BE USED ALTERNATE TO A SOLID HV BLADE 1Q THROUGHOUT SHUTTEWS-WIDTH. (E) CE ERMATES SHALL. ALWAYS BE INSTALLED ADJACENT TO A SOLID IN BLADE 1�AT ETfI(ER SIDE OF THEM. (F) POLYCARBONATE HV WINDOWSHALL BE INSTALLED SO TABE4CE THE INTERIOR OF THE OPENING BPNG PROTECTED. HV WINDOW MUSTS BE ' ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PRONTO BY ASSA, INC. fi. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 16, AS LIMITED 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). 8. MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER SPAN MWDIUM SEPARA71OR TO GLASS 96' Max. I g• . ANDW/IfEOe ff fi CEIJTERle�$ (�9I2�? W/ il`�._fEXTERIOR ONLYI !�A1 _R I lc�E NOTE 4 ABOVEI 5�- \ ?YFICAL._-Q HV BLADE WORKING IN UNISON WITH HV WINDOW B e E -j SHUTTER* FLORIDA BUILDING CODE (High Velocity Hurricane Zone !I PRODucrF.eVISM mcamp7yingwilhthaFIDTd1 DaildDBCada c- Acallo n Oe1e c /7 vet onus MIAMI-DADE COUNTY 1 1111 ~� fr•t,' _ S Vq,/46Z-. E�11YT6 = "� F P: ;fir 4s' �� _` w ! - tiSS/'" • `!+�idii»Ha+t' P.E. SEAL/SIGNATURE/DATE ILI TTLLIT TESTING & ENGINEERING COMPANY sees x.w. Sem. SL, So. Soe. VIRGHu GARDM nelaDA ane Phone : (305)871-1530 . Fe.: (305)871-1331 4 11: mteeoe)o.l.— WALTER A. TILUT ,R. P. e. FLORIDA U.. jl 44167 GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA # IS) 3001 S.E. GRAN PARK WAY STUART. FL 34997 PH (800) 244-4143 FAX (772) 287-9740 ©2012 EASTERN METAL SUPPLY. INC. BERTHA HV TM A r.ccol diotS�1ttCiSystem N.V. BLADE # I W OR W/O H.V. WINDOW BLADE & H.V. BLADE EV. x DESCRIPTION DATE 0.- 6 . F.P.A.G. 1 OLD 06-314 03 15 12 DATE: Os/t5/t2 2 DRAWING No 12-085 3 4 5 SHEET 90 OF 2B 6 REOUIRED MINIMUM CARIES-' 6% 1 1/2'. 0.035" THICK Min. ASTM A-653 GRADE 40 ^2'.. k1Px ► MI.: G-60 GALV. STEEL w METAL STUDS AT 16" O.C. I AIM t hfin. I- 4� i'x 0.0,15. THICK MIa l 43C ® 6" O.C. EEL TRACIt CHANNM. 1 BADE 40 Min. 0-60 1 v 6' 0 C. D 6OdI EXISTING FINISF' TERIOR FAS.E I AS APPLICABLE EXISTING GLASS—i MIN. SEPARATION r--- TO GLASS (SEE SCHEDULE) I i6x1/2- TEK SCREWS ON It h EXTERIOR r+.CE W REOUIREO MINIMUM 6'x 1 1/2'x 0.035' THICK Min. AM /U A-653 GRADE 40 d:i 6 1 ilri dl a •re.:a. �,+,ems LI 0. 12 3 1/4" (TYP) - (Cont.) ,.... 6 1/2" 6" O.c. { Iln. INSTALLATIONS W 1 HV BLADE HV C NT RMAT S 21 436 INTO METAL STUD WALLS an 6 G.G. 40 41 0 z Iq GENERAL LIMITATIONS AND CONDITIONc nG IsE FOR BERTHA (1i HV B nn1= Ar.��ol•)!�.1 cL:::,-� SYSTEM INSTALLeTlnnl m METAL QTT In wA= 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 P.S.f. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRIGED A S METRICAL LAYOUT. USE 0 (2) �35) (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ------ -- 1/2" 38 ** BLADE SLACK DETAIL HVF IS VAL=FORCENTERMATE 21 APPLICATION WIT .•VARIE§`. . a 6' O.C. M5 WALL HEADER/SILL INSTAL I &M —Al EXISTING GLASS _ — _ _ _ _ _ _ _ _ _ :.� I..'I SYMMETRYCAL ':i .?;.;I ';.. SYMMETRYCAL r 1 ----- I CENTERMATES WI.: INTERMATES INTERIOR ACCESS SIDE I:.'.I XTERIOR ACCESS - ID ----- --------�-------- I'm SEPARATION TO GLASS _ - �—%�- ------ - PRODUCTREVII as Complying with the Florida Building Cod. Ampton.e No I Z- 037-3. p I Expi Ion DWo a c/7 DyM1 a Uol Control MIAMI-DADE COUNTY P.E. q0.•-083" S r - 0 00• v � , 3a 1• f 4"® NOMINA ALUMINUM SI �1-VR 6063-T5 ALLOY ' S PARATICN TO GLASS SCHEDULE =_3,oaa' iLIMou —� MAX. SHUTTER MINIMUM SPAN L (in) SEPARATION TO GLASS 84" OR LESS 3 1/4" EXISTING FINISH AS APPLICABLE TOP @ BOTTOM) .MIN, SEPARATION. VARLI TO CLASS �` (SEE SCHEDULE)'' Max -I 430. LENGTH •�. 1° �.: 43�t 1 /d"�1 20X3" BOLT MUST PENETRATE 43c 1 'I 373 1/4"0-20 THREADS 430 _i/4"m EL 0 CONCTRIirtrnN PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8'. I" . I�1 3/4"x 6 1/4'x 6.035" THICK Min. , �CONT. GALV. STEEL TRACK CHANNEL. /ASTM A-653 GRADE 40 Min. G-60 DALVAMIZED FASTENED TO STUDS 86x1/2" TEK SCREWS ON :I INTERIOR 4 EXTERIOR FACE ' <I. rZZ. 6 Min.) 24 7 S ACK 6 1/2" MAX. SLACK YJA uvr • FLORIDA E . " 67 �a / 11 L I E C O INc. GULFSTREAM! ALUMINUM AND SHUTTER CORPORATION v ' TILLR TESTING k ENGINEERING COMOANY (ASSA 16) `�11" 30th. SL. Sh. 305. VIRGINIA GARDENS. TLORIOA 33t8 Phone : (305e)87t-ISl30 . F..l.cu305)871-1531 30D1 S.E. GRAN PAR;( WAY If Al. y y+ + Ee lifter 00 19 STUART, FL 34997 >✓a✓s+s+ 3IGNATURF/nATF WALTER A. TILUT ar. P. g FLORIDA U.. d 44187 PH (800) 24k-4143 FAX 772) 287-9740 a LOCATED AT 1 Z HV HEADER/SILL ENDS SIDE CONNECTION TRACK WING CODE (High Velocity Hurricone Zo 02012 EASTERN METAL SUPPLY. INC. BER3'HI� HV TM Accordion ShutterSystenr. V. BLADE 11 W/ OR W/0 H.V. WINDDW BLADE k H.V. RiAnT DRAWING No 12-085 ne