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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: 34 1 RECEIPT: PERMIT NO: VbCY3 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION a 2300 Virginia Avenue Fort Pierce, FL 34982 k 772-462-1553 Jn CB Y/VEO APPLICATION FOR STORM SHUTTER PERMIT 4qt' �UCio �gra�7f .y 1. LOCATION/SITE ADDRESS: (LQ 2. PARCEL ID NUMBER: 3 3 Z'7 , -Zy''I - b4--� I Q - 2 3y - 3 3. DESCRIPTION OF PROJECT: Ae%_CbC.0►1=•3 Sh•-N'trs 4. TYPE OF STRUCTURE: SFR: ,X MOBILE HOME: OTHER: 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION NAME: l' V•n k" C. a. 0 ADDRESS: CITY: T 5, STATE: ZIP CODE:'5LI 4810 PHONE:(38Z EMAIL: t-I kN Type of Surface attachment: Wood Frame FL REGISTRATION/CERT #: C&C 05'- 0 ►7 COUNTY CERT #: BUSINESS NAME: i'��SIlr►.��► �j. �. r PHONE NUMBER: Z13l EMAIL: Concrete � Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS / 2 - c> 3 23. d 1 ACCORDION ROLL -UP FABRIC OTHER 1) 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. VALUE OF CONSTRUCTION: $ (SI 6cm u ` PERMIT FEE: $ -tt Q 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 zo PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIGN�i R` OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS Et 1 DAY OF`S!t1 , 20!S, BY, WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS iDENTIFICATION. _' `--`r"� q iHl °:%'''•, KENNETH R. KING SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY =* *? M`/ u11SSi0N # EE 213683 TITLE: NOTARY PUBLIC COMMISSION NUMBER 7", _S EX IRES: November 3, 2016 Bonded Thru Notary Public Underwriters NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC Property Appraiser - St.Lucie County, FL http://www.paslc.org/paslc/prc.asp?prclid=332770400180003 Charles E Coco Sr Record:1 of 1 Property Identification Site Address: 8608 Tompson Point Rd Seclfown/Range: 27:36S:39E Map ID: 33/33N Zoning: PUD Ownership and Mailing Owner: Address: Sales Information Date Price 5/17/2013 395000 6/15/2005 546400 2/15/1999 1600000 PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print CIE -ParcellD: 3327-704-0018-000-3 �a� ��G 2 Account* 154138 h� Use Type: SF Res City/Cnty: St �usie Coun j Legal Description Charles E Coco Sr Catherine K Coco TOMPSON POINT PUD AT PGA VILLAGE (PB 43-10) LOT 17 (OR 8608 Tompson Point Rd 3522-1491) Port St Lucie FL 34986 Assessment 2012 Total Land and Building Code Deed Book/Page 2012 Final: 363400 Land Value: 70000 Acres: 0.23 0001 WD 3522 / 1491 Assessed: 363400 Building Value: 293400 00 SP 2285 / 2690 A'q.Credit: 0 Finished Area: 3187 SgFt 01 WD 1205 / 0853 Exempt: Taxable: Taxes: 7352.06 BUILDING INFORMATION Exterior Features View: - RoofCover: TC - Clay Tile RoofStruct: HP - Hip ExtType: HA- - HA- YearBlt: 2005 Frame: - Grade: A- - A- EtfYrBlt: 2005 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No. Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: NIX- MAXIMUM PrmintWall: DW - Drywall FullBath: 3 HeatType: FHA- FrcdHotAir AvgHt/FI: 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CT - Tile -Ceramic %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure DWBP - Drive-BrkPav Y 1 765 AV AV 2005 1 0100-SF Res N-Unit 1 SWAV - RES POOL AVG Y 1 200 AV AV 2005 PA01 - POOL DK-AVG Y 1 496 AV AV 2005 ENC2 - POOL ENC-AVG Y 1 721 AV AV 2006 SPA- SPA -HOT TUB Y 1 25 AV AV 2005 PHTR - POOL HEATER Y 1 1 AV AV 2005 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Depth 1 of 1 7/5/2013 9:48 AM QIbet � :J0 1, m"i 1, SI S,IH.3.. (fElq^d d+noNly fWYN Psualtgwu103 dwnS 40'101111I14) (11tan ,tavlaNaof�olssllS) t,BZ 9 z a3s 03AI3338 j mrau wgnamd n�up�s 0106'0olgv+stsNI lPare/1 *mlN171SSIMM AYI OWN 111113tY1�1 P10aPd+d voAveUpU[PI10 fail — vollmul11 m pn^poPd 30— "LIN AlIKu and .(Pammma SIMl9n9d11191 ubq,MJoJlagaq W Al,fdJaawsu (u�) ul kauuall■'«H^a1,,nyje .i.a,.,lRnmylna )e 1d(I) (wandlo fwfv) �� Ol"'�s/"`Jadap +fi�!' slyllWHglygWBMNwugeaffNlWWnnsultupthlryaq), 1�� Jo6lund� Jo y11e (aAsg14Pt/%aYdl,slasalyuaWO PtlUa41rtV (65weam 1,401101E I= ya awa I1pd) 0,0011 ¢¢fan " slim 40 a19M saanlsuslS) AT q� e/\ 1tASCIJ al om an u¢a.agl Paling UM fql lsgl pus Ivwsaustumolo tallau Sula" sq1 pna /oW 1 thyloll" ai� u4'MWvgl M Jo MY9 un 1 P 1 '�n(mlJo 6gYiad nPWI "'-09 1--1(PoUloldl11 NY IMAWIP ■ slslun ltllWg1 baa+Jo slop "4Vg alad I aq II W IN'iopffmao stp of IUf VAd POP Pug U000"fuOfJO uvDq uslafgl11 0011 aq pu.hulfWP 901na11110, MP) lWi awswue^Ja 4all0u Joallp sopagdsa •6 .+^�^tl � P nfapYf AIW/ w uet,tlas.gwnuauay¢ y wpm s » )(1)9111L9011212UlPIPI^wdn/01101411,30011141)*Admvmp*wat —Jo /alaldlnp nw10 Jp1lfq+d JIatW ly of willmo ul'0'1 li •funYYd PpYvlpepdenp,�w luWd7 111140 Pd-e 'N 1EI S 4 Pfpl,oad of PIAlls ap Lw sluownop i,po m [gpou Wg% uodn mmtp ¢g pindlfbpaPl�Id Jo�aiYiq19111m sYomod -L (y ISWVH n.HIMI's'p f 7YYVIa N^ewY'a mquisY /Ymt+'g u WP/OU*—qH'a Li{�FIL ..�' --,(P[4YnYgWNWnittlagfl6�w/'aMnolld¢tlll.l.lftlflY't a1Ll/I'I.R: "b6L 'm"'veueMl q—I� i '7i a"j�� d.n Y1aM1V/6NHNYM,I +'9 ) t11¢VNl.YOt7V11Aal's 'f I(6ugs paMll �^'"O vnV aHtl)If10 HfItVa0l1 Itlrtp Y4 J¢ Ip9W Watuntl 1 pq }4ndod ul IPJNVI •q LLSIdIW2�QyaW11HA VOA 013MU65 S11gtP19H1 At NOIIVIV10aN1111/g11 MO NO[LYIVtlttdNl MaHMO '[ �fi �'��� u IW9W1AOtl¢l¢I ¢O a1Q1aa1tl7s1O7Ytl1N1D �t >tao•Is N9n1Aldlns ��roN owO¢1Yd. p1991NfJI'Ihglpa ns,u p,fuadsld/yljn Oftplul Ivd1l,�aruow¢o Noue,¢dnd •, $-.OW'$I 'M�J.-4���'l�Wao,awwapJOfPIroNgYIYIPWI^f+dllaop>twsUVlOUM1o17J¢yl'aa1�7e18aplPold [I t Paldn40 y1Hl aepg(40»f u1 pn',(tadmd 1m ulgn0 M 1Ps111 vq IIIM Iuowaeoldwl nql fa!Wv pntS ggeq psu:IsllPUe OU —'asvMN ll/lsv¢ 91*11 911 Ina Avµ tram79 UN L1`d 55 80 tom' COZ/9L/60 POP"0e1K '90ZS 3fpYE C95C 3r--- ' 2iW 9580888 8'II3 , ] lD HTOnz 1HIVS — =00 Sinoulo 9HS�HSIFT9 'Z Hd390C 200/200 'd OV16 Z82 �'2WXd.d) wnNIHIH Nd3dlbPn9 8S :60 (nHl)E i02-92-d3S SEP-26-2013(THU) 09:58 A Phone'772-287-6476 'Fax 772-287-9740 1 800-244-4143 4_ r Comments: GULFSTRERM RLUMINUM (FRX)772 287 9740 P.001/002 ALUMINUM & 5NU17ER D�1; ' 300.1 S. E. Gran Park Way Stuart, FL 34997 .. M Visit us on-lin.e at www.gulfshutters.com Fax #: Ragas; "k HAVE A GREAT .SAY! PROPOSAL Page No. of Pages �l i c AurM�xunls sllurrER cnnP Since 1979 Phone: (800)"244'4143 `Cesidential/Commercial " Fax: (772) 287.9740 Co�p�/ 3001 S.E. Gran Park Way World Wide www.gulfshutters:com Stuart, Florida 34997 License # CRC058017 Proposal Submitted to �S hone - A &0 7- DatCO G Cv V Z _7 J Street"� City State _ Zip Code 0(o 0 T3 r+. P So N `YJ' �i � p �aI DO NOT SIGN THIS CONTRACT UNTIL YOU READ ALL CONDITIONS OF THE AGREEMENT.. We hereby submit specifications and estimates for: Z 3 (��Pw+: - :.Y-�� �. pPrJ�SO . o C 67 TOTAL $ v c� DEPOSIT 50% — -7 f R 00 BALANCE ON COMPLETION nNE YEAR WARRANTY MATERIAL AND LABOR It is understood that then: are no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of the corporation at which time it becomes an executed "contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fin:, carrier delays, delay orfailureto receive raw material deliveries, or by other causes, -whether of like or different nature beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. Electric- Buyer ag rees that any necessary electrical connections will be made at the closest source of power. Any changes orvariations will be an additional charge. Interest- Buyer agreestopay 11/z%per month interest on any unpaid balances. Costs olCollectfon -Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 10 days of completion of the work outlined herein. Acceptance of Proposal- The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to"do the work as specified. Cancellation Fee 50% of contract. Paymentwill be made as outlined above. SIGNATURE �. SIGNATURE DATE OF ACCEPTANCE: ( ) AGENT �' S 1/14111 l'A kw t� S\ �Ll �J 7�> a i i B:L`RClOM 3 i :•rc:zr i `------------� Residence designs, dimensions, landscaping and features are appraximate and subiect to change i vithout notice. All illustration: are artist's conceptions only M IAM NQADE ®MIIAMI-DADE COUNTY E 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) 315-2590 F (786) 315-2599 NOTICROF ACCEPTANCE (NOA) mvay.a3iiamidade.gov/ec000mv 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade, County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to - have this product or material tested for quality assurance purposes. If this product or material fails to perform in. the. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the.. use of such product -or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This producf-is approved as described herein, and has been designed to comply with the High, Velocity Hurricane Zone of the Florida Building Code,_ DESCRIPTION: B aAluminum Accordion Shutter ys em 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 after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to 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 �h. the expiration date may :be displayed�in,adxertising literature If any portion of the NOA is displayed, then it shall be one��tanj s entirety r t :u INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises and renews NOA # 07-0108.03 and consists of this page 1, evidence submitted pages E- I & E- 2 as well as approval document mentioned above. - The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. r MIAMI-DADECOUNTY NOA �._ EKpir atio&i ' 17, Approval Date: 10/18/i01 1 °/l B1Za > 7 Page 1 Gulfstream Aluminum and Shutter Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0108.03 A. DRAWINGS 1. Drawing No. 06-314, titled " Bertha HV Accordion Shutter System ", sheets I through 26 of 26, prepared by Tilteco, Inc., dated December 26, 2006, signed and sealed by Walter A. Tillit Jr., P.E., on January 03, 2007. B. TESTS 1. See Association's 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 Office. 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., dated December 21, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Gulfstream Aluminum and Shutter Corporation to use the test results approved under Miami -Dade County Approval No. 06-0130, signed by Legny Santana. 2. Acknowledgment letter by Gulfstream Aluminum and Shutter Corporation, dated December 07, 2006, signed by Mr. John L. O'Brien. 3. Letter by Tilteco Inc., dated December 26, 2006, certifying that the drawing (No. 06-314) prepared for Gulfstream Aluminum and Shutter Corporation, signed and sealed by Mr. Walter A. Tillit Jr., P.E, is engineering wise identical to ASSA's generic drawing (No. 05-363). 4. Acceptance Letter issued to Mr. John L. O'Brien on May 26, 2007, and returned signed by Mr. John L. O'Brien on May 29, 2007, indicating to please issue the proposed Notice ofAcceptance as submitted and reviewed. H 1 A, l�slcar,l':�.,•10�:5., r®duct 6n rol bJ a es�serves®r; -NOA. No. 12-0323.01 Expiration Date: 05/29/2017 Approval Date: 10/18/2012 E-1 I Guifstream Aluminum and Shutter Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12-085, titled " Bertha HV Accordion Shutter System ", sheets 1 through 28.of 28, and sheet 28A, prepared by Tilteco, Inc., dated March 15, 2012, signed and sealed by Walter A. Tillit Jr., P.L., on March 16, 2012. B. TESTS 1. See Association's generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under 11-1676. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11-1676. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated March 19, 2012, certifying this product to meet the criteria of prod. uct tested and approved, and allowing Gulfstream Aluminum and Shutter Corporation to use the test results approved under Miami -Dade County Approval No. 11-1676, signed by Legny Rodriguez. 2. Acknowledgment letter by Gulfstream Aluminum and Shutter Corporation, dated March 20, 2012, signed by Mr. John L. O'Brien. 3. Letter by Tilteco Inc., dated March 19, 2012, certifying that the drawing (No. 12- 085) prepared for Gulfstream Aluminum and Shutter Corporation, signed and sealed by Mr. Walter A. Tillit Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 11-111). HE"y A. Mahar, P.E., M.S. � � '� oda�c ,$ ontro@ Unit Supervisor NOA. No. 12-0313.01 Expiration Date: 05/29/2617 Approval ®ate: 10/18/2012 E-2 ULNLKAL NUILS: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE' THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FEIC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25, 26. 28 & 28A. IN ORDER TO VERIFY THE ABOVE CONORION, ULT8EITE DESIGN WIND LOADS DETERIUM PER ASCE 7-10 SHALL BE FIRST ROOM TO AS.D. DE5l0N WIND LOADS BY MILTIPLYING THEM BY 0.6' iN ORDER TO COMPARE THESE W/ MAX. (A-S-D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25. 20. 28 & 28A. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS =USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE ATL REPORTSV WITH SECTION 18260E THE ABOVE MENTIONED CODES AS PER ^: -HV BLADE #0214.01-03. #0715.01-03. #1004.01-05, #1214.01-05 #0317.02-06 AND #0609.01-10 AS PER TAS 201. TAS 202 AND TAS 203 PROTOCOLS. -HV WINDOW BLADE Q #0505.01-08 AS PER TAS 201, 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL -HV BLADE( #0422.01-05 AS PER TAB 201. TAS 202 AND TAS 203 PROTOCOLS. ,2. HV BLADE 1QAND HV BLADEUARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH WIND ZONE MUST' BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 6. OF ASCE 7-05 STANDARD (FBC 2007) & ASCE 7-10 (FBC 2010). ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV .BLADE &(E)ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 STANDARD, AND SHALL BE SUB„M�ITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. HV BLADE 0 AND HV WINDOW BLADE @ ARE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS: AND CONDITIONS OF USE INDICATED ON SHEET 28. BERTHA H.V. RDION PIN HV USED AT LADES 3 SERIES STAINLESSOSTEEL SCREWS WITH 1355 0 kSi YIELDBSTRENGTH KNUCKLE AND 1800ksi TENSILFOR E STRENGTHT MOUNT . PNNSCSHALL BE DATED WITH BER1ION TO TRACKS SHALL BE #HA4HV DACROS X2.75 AND # 1 COATING SYSTEMIV LY. MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR .THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND'3. MINIMUM YIELD STRENGTH FOR 6063-TB ALLOY IS 31.7 ksi AND 35.7 ksi FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINCOMPLY W STEEL SECTION OR 311 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl MIN. YIELD STRENGTH AND 90 ksi MIN. .TENSILE STRENGTH AND TO COMPLY W/ FBC SECTION 2316AIS4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE 13, 14, 15. 16, 17 AND 28A HV BLADE ( 26. - HV BLADE Q & ® WORKING IN UNISON: 13; 14 & 16. B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT �f5'458,179 ISSUED TD EASTERN METAL SUPPLY, INC. '9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. To. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ii. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY FOLLOWS: .4° BELOW THE TOP OF SUCH RAIL LABEL SHALL READ AS GULFSTREAM ALUMINUM AND SHUTTER CORPORATION. STUART, FL MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED. ' 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED_TO... 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAO, (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM,THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PAD. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - (a) THIS PAD. SHALL BEAR. THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. PRODUCT REVISED Bu0di1r3 Codc Aaxpmncc No 'L�03Z .OI Expi Too Date 17 BY _.. ..MLhlniD1k&11MDOIwat Coafti MIAMI-DADE COUNTY IP.E. AIL IE C ®ENC. \ C TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 361h. SL. Sil. 305. VIRGMA GARDENS, rLDW01 32 V • • ` Phone : (305)871-1530 . Fox : (305)871-1531 e-mail; tilb c0000l.com �` 11tL A,' 111 EB-0006719 WALTER A TILUT Jr. P. E. (KfNiiLI7F/nATV FLORIDA U.. F 44167 TAKE OF CONTENTS AREA 1, HV BLADES 1 A A n GENERAL NOTES SYSTEM COMPONENTS 1-20 SYSTEM COMPONENTS 21-37 TYPICAL SHUTTER ASSEMBLY 38-43 AREA 2: HV BLADE in AND HV WINDOW BI SHEET 1 SHEET 2 SHEET 3 SHEET 4 ADF Q (WHERE AMULAB Fl ' TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET E INSTALLATION DETAILS F-L, CONCRETE/BLOCK _ SHEET 7 CENTERMATE DETAILS HV SHEET 6 CENTERMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR. SCHEDULE- CONCRETE & BLOCK SHEET 15 ANCHOR SCHEDULE= WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R, WOOD 'DETAILS SHEET 18 INSTALLATION S-X, WOOD SHEET 19 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 20 AREA 3: HV BL.ADG 2 Q v TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 INSTALLATION DETAILS AA-GG, CONCRETE SHEET 22 CENTERMATE DETAILS HD SHEET 23 END CONNECTION DETAILS 1-6 & X, CONCRETE/BLOCK SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE, CONCRETE AREA 4• HV WINDOW BLADE I% nw SHEET 26 y TYPICAL WINDOW BLADE & WINDOW DETAIL SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 26 AREA. & HV WINDOW aLADF n DNB INSTALLATION DETAILS, METAL STUD WALLS v SHEET 28A GULFSTREAM ALUMINUM 4ND SHUTTER CORPORATION (ASSA of 16) 3001 S.E. GRAN PARK WAY STUART, FL. 34937 PH (800) 244-4143 FAX (772) 287-9740 )ING CODE (High Velocity Hurricane Zor n4 2012 EASTERN METAL SUPPLY. pINC. BERTHA H Tm Accordion Shutter System BLADE #I W/ OR W/O HY. WINDOW BLADE & H.V. BLARE DRAWING NO 12-085 bi 3•u FOR InNDOU RUDE I(31 u '�/4g3d \\ a y p N 4616 tle• \ p � ' po 4.371 e_55q" ♦w gJJe" eRSs" 4.857'. Oq� 4.857 �1 HV�saLID�BL.ADE COVE A ATEITf55* 179P2 HV BLADE COVERED UNDER US PATENT j 5458179 LIMITATIONS OF USE OF BLADE ® ON SHEET 28 6005-T5 ALLOY AND TEMPER 6063-T6 ALLOY AND `TEMPER 6063-TS ALLOY AND TEMPER" i8_J o . ! C 11 HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADE(J & (B SEE SECTIONS FOR-VALIDIT`; 6063-T6 ALLOY AND TEMPER x.. t ' i" i" 0.062" 16 SIDE ANGLES QUALIFIED FOR USE W ' HV BLADE 1� , (t✓lA & 6063-T6 ALLOY AND TEMPER 3r 226" F 1.500' O85" (TYP.) M 4,897" CW DJ=AU P� I� SLIP t'YALIFIED'FOR-DSEDE 6, rWrn/ HV 6 613-TT6 ALLOY ANTEMPER 6063-T6 ALLOY AND TEMPER a F ALUMINUM ANGLES 1 QUALIFIED FOR USE W/ HV BLADE (SEE SCHEDULE) 6063-T6 ALLOY AND TEMPER oss' o 0n.1 4.385" 4.999" `3 HV UNIVERSAL FLQBj� QUALIFIED FOR USE W/ HV BLADEQ & V 6005-TS ALLOY AND TEMPER O�y< . \O/ I 072' pa - N p c� - m .815" .092" c 4.438" 8� HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 1Q&(2 6063-T6 ALLOY AND TEMPER 1.936" Iq- 3.529' 13 _HD CEILING HEADER/cu 1 QUALIFIED FOR USE W/ HV BLADE (D & AAA SEE SECTIONS FOR -VALIDITY 6063-T6 ALLOY AND TEMPER COMPONENT A 8 TI T2 GLADE OUALIFIE 17 2„ 5" MAX. 1/8" 1/8" HV0 18 2" 5" MAX. 0.192" 0.192' HV(1) 19 ` 2.5" 7" MAX. 0.190' 0.190" HVOt TQ1 4- PROD71{TRLiViSF.f) Y7 !• I�CENRw'•. ✓+i1 �. I o complying with the Fluid., Building Code A,.q% xe NDIZ-032,$, 0l 7 y •• ; / _ \ ' `L C ® 0 N C . ttoDDatao c/1 •o'/STy�//v *� TILLIT TESTING & ENGINEERING COMPANY Control. e 9 : "' OF 055 NAf. Seth. St., Sla. 305, NRGINIA QMWEN5, ROMDA 33 ' 7 �!.'. ,• ORl9 ' ` AAA • ". Phone : (305)671-1530 . Fox : (305)871-1531 a -moll: tllteco®ORl.Wrn `[•�1 ......... • �\ ,1 NAL �NGf#''� 719 WALTER T1wi MIAMI-DADE COUNTY P.E. SF/nATF X Jr. P• E, FLORIDA D.. a 44167 VARIES f.918" O MRx, N b N .37 0 HV DIRECT MOUNT QUALIFIED FOR USE W/ H . BLADEO1 6063-T6 ALLOY AND TEMPER 2.670• .994" 7 1.000 842 c n �, p M N 12 .920 9O HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE02 ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936" ax. m � ,12 m C M 0 5670 <p �4• .d.529" 1a HD WALL HEADER/S[LL QUALIFIED FOR USE W/ HV BLADE( & SEE SECTIONS FOR VALIOIN 6063-T6 ALLOY AND TEMPER X Y t i �;0 S:ORNER POSTS _ .QUALIFIED FOR SE W/ HV BLADE c ,4 & C22) 6063-T6 ALLOY AND TEMPER GULFSTIR ,AM ALtJMINtim PiNd SHUTTER CORPORATION (ASSA If 16) 3001 S.E. GRAN PARK WAY STUART, FL. 34997 PH (800) 244-4143 FAX (772) 287-2740 1.491" L200' N 0 /7Q `f (35 14V 90-/180' STARTER QUALIFIED FOR USE W/ HV BLADE( [79 &Z 6063-T6 ALLOY AND TE PER (9 HV RAINGUARD QUALIFIED FOR USE IN/ HV 6063-T6 ADLLOY AND TEMPER 20;` v .22D` N h I.D.) N 63O 1 3.581" _ ODS SHD CEILINGFIED N ADER feu I QUALIFOR USE W/ HV� SLADE0.g &C_� 6063-T6 ALLOY AND TEMPER )ING CODE (High Velocity Hurricane 8o1 02012 EASTERN METAL SUPPLY, INC. B 1E, T "V T"V TM Accordion Shutter System BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE DRAWING No 12-085 4.576" 2..2v�9p3' .745"' (SO,J • ' O O mo 1.325" m.21 ._ �'�T� ��MATE QUALIFIE Ffl H .B-bE0& 1A ONLY 6063•-T6 ALLOY -AND TEMPER T_ I � j 2.]50 PLAN 1 H FRONT ELEVATION LOCKER FOR "T" 1-6CK CENTERMATC QUALIFIED FOR USE W/ HV SLADEC OONLY 6063-TE ALLOY AND TEMPER 1.917 .063" a 214" 4' ; R O QUALIFIED FOR USE W/ HV _BLADE 1 & 2 6063-TS ALLOY AND TEMPER VARIES, 12" 41N. 1/4" 4-20 S.S. OR 3/8"4-16 ACEFAL THUMBSCREWS. (SEE DETAILS) , t 15' LiCIfING ROD L f FIE FOR. USE W/ HV BLADE 1Q ,@ & 2 6063-T5 ALLOY AND TE PER 15DINSTALLATION WILL REQUIRE A 7/16" HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT -2 HV FLOATING CENTI 1/4'-20 rS11E CAST 7Hflki1DE0 1 HOUSING D. BAKED PANTED M .BRASS KEYS (CHROME to E PLATED) QUA IED FOR USE W/ HV BLADED& U ONLY %"�/I 3.D23" I .e75" LD 6063-T6 ALLOY AND TEMPER �� HV CORNER C BLADE 1 2 574" Q''ddAUFlED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER 1.7s6• .922" a.oas° 2.079° 1. 53' . a O O N � O.�s " O • - ev r8 n m m 2� HV MALE "T" LOC CEN19RMATE- 4.566 B.2° QUALIFIED FOR USE W/ HV BLADE 1 ONLY 23 HV FEMA F "T" LOCK CCIITCG�,I,ATC ®HV "T" LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPE1 � W/HV BLADE Q ONLY. 6063-TB ALLOY AND TEMPER 1.130" ACETAL r' 375`m THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE D& (D LFpP�°�QR II PROT)UCTRF.VISED us complying with the Flnridu Building Co& AcOeptnnlx No 2 - o3Z .o ) yiUD1eo /7 ct CDa1TDl MIAMI-DADE COUIJT I P.E. QULIFIED FOR USE W/ HV BLADE 1 to &O2 6053-T6 ALLOY nANO TEMPER t1/2° 1/4"m 1 /4" 0-20 AISI 304 P S QUALIFIED FOR USE W/ HV BLADE 1 & Q / IILIEC 0 mc. \ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 30th. SL, St-, 303. VIRGINIA CAROMS. FLORIOA 3J Phone : (305)871-1630 . Fox : (305)871-1531 4-ma11: till ee0®Ool.00m EB-0006719 WALTER A Hurt Jr. P. E- FLORIDA Llo. ® a4167 THREADED GIE CAST HOUSING ENAMEL nl GRESS TURN 18VAIIMPlINTED KN08. BRASS CYLINDER (CHROME PLATED) LOCK HV EGRESS LOCK +`FOR USE W/ HV QUALIFIED FOR USE W/ HV Q & @yA ONLY. BLADE L & (0 ONLY. i 250" Q.D. PLASTIC HEAD16"- St 8" MOLDED SCREW ami r SCREW �I ro .360" AFTER RIVETING �� BEFORE RIVETING 1/4-20 x 3/4' S.S. THUMBSCREW 1 KIf-20 RIVN T* *SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART 0 0820, AS MANUFACTURED BY AVDEL CHERRY T_'-N, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. HV ALTERNATIVE IOCK QUALIFIED FOR USE W/ HV BLADE D ONLY. .25!�7 .545" ro c 6 Do n o 0 m .6 I xi 6LLL o � � fi0a" 00 `_THUMBTURN CYLINDER OR KEY CYLINDER 0.875• Min. t ,125° Mox. .-THUMSTURN CYLINDER OR KEY L57 Min CYLINDER t.7I M., ©.HD LOCK REGENT HARDwMORTISE SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE C1 &- ,1 FLORIDA BUILDING GULFSTREAM ALUMINUM 4ND SHUTTER CORPORATION (ASSA g 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 CODE (High Velocity Hurricane Yon Q2012 EASTERN METAL SUPPLY, INC. BERTH 4, HV TM Accordion mutter System H.V. BLADE 1 W/ OR W/0 H.V. WINDOW BLADE 8c N.V. BLADE EV, N DESCRIPTION DATE IDr4nn b . F.P./A.G. 1 OLD 06-314 03 15 11 DATE: 03/15/12 2 DRAWING No i 2-085 3 4 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 1 AND HV BLADES. O HV BLADE 1 O HV BLADE.IA 2O HV BLADE.2 L9' HV LONG -RECESSED NYLON BUSHING 39 HV SHORTRECESSED NYLON BUSHING 40 HV NYLON HAT WASHER 41 HV WHEEL:' CARRIAGE AISI 302-303 SERIES 2.870"x3/16" THICK NYLON WHEEL. 0.188" 0 .AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" -ACCORDION PIN W/ #8 HEAD 43 HV 2 3/4", ACCORDION PIN W/ #8 HEAD POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) (1) HV PIN 0 SHALL ALWAYS, BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ 'HV 1D OR HV ® BLADE. (2) HV PIN 0 MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES -OF HV ACCORDION SYSTEM W/ HV Q BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "DD", SHEET 22. (3) HV PIE! @ OR Q'N/'1/2" O.D. 1/16" THICK S.S. WASHER SHALL. BE USED FOR :DIRECT MOUNT INSTALLATION PER DETAIL X. SHEETS 11 & 24. EXTERIOR or VIEEE, or REMENTS) 0 J o F o K 38 0 TiYiP_I��al.. SW�IT.ifi e.eccl�cl, SCALE: 3/8' 1 " 00.324" TYP. 0 B)� 95 `'E - I N.T.S. PROD . _ I �eL.� �crRevlseD �aa I�'.\CENQi 40 Aw"��N:Z::o.`Z IiLIECCI I!!C. . F3ep. vion Date o Z. 0/] By �le1J_'`� ; TILLIT TESTING & ENGINEERING COMPANY Mtmp1 Dade CamW 9'•. A4E llr • 6355 N.W. 36N. St, SW 305. VRON11, GARDENS, F10M0A 3316 C7C -�` ORIj"' •^'�"+,S Phone : (305)871-1530 . Fax : (3053871-1531 2 GC •'. ...•... • fie° 11 e-ma0: EB-0006719 ®nd.eom ss10NAI ��C' �''� WALTER A TILUT Jr. P. E. MIAMI—DADE COUNTY P.E. SL�S1(31VASURE/DATE FLORIDA Ue. 144187 EXTERIOR SIN ® OR @ AT RIOR HE'S KNUCKLE. NOTE x FOR 1IREMENTS) t•LURIDA BUILDING CODE (High Velocity Hurricone for ©2012 EASTERN METAL SUPPLY, INC. GULFSTREAM ALUMINUM BERTHA HV TM AND SHUTTER CORPORATION Accordion Shutter System (ASSA # 16) H.V. BLADE #1 W/ OR W/0 H.Y. WINDOW BLADE & H.V. BLADE EY. No OESCPIPT70N 047E Oro- 3001 S.E. GRAN PARK WAY 1 OlD 06-314 03 1 12 DATE; D3/ts/t2 STUART, FL. 34997 Z 3 DRAWING No PH (800) 244-4143 FAX (772) 287-97411 a 12-085 0+ . �1 ♦ QI w (tv, In Yi.. /-1-- 7 6. �•�tl1�O I���� 1111��1,1,_ III■'-IIIIIIII,IIIIII� II'I� ti7 'I ri anLL' oil Q END LS TON 5EE' CONN DEra SHEET 11 FULL HEIGHT. ����OR(�Ofl ©`�7 '17oR©•70`18� 151E®cRQ.©oR©+�JoR Ti �1�A1 ,HV flLA63- H 11T24R EA-U-6 AAM1,AN �. TI[ PRODUCT REVISED �e1Aj1TDj3 StI^�S. � �v- m Fnmpiying wimwe riorids Buildiog Co&, `0 ' (� , AtcePxulcc�Q',E ri0n MiemlDad. At MIAMI-DADS COUNTY P.E. URI JIpO-fjyF . 0 OF CORNER CENTERMATE * NOTES ON HV LOCK! eNn rENTERMATES: 1. ►W_1DATORY CONDfiiON L1,• ONE HV LOCK orSHALL BE USED AT TT OR 12' ABOVE ORB OW 2 OF SHUTTER® AN F�30R SPANS UP TO 105 /ANDFFORU NSTA SPAN FOR ANY SPAN ELEVATION. HV LOCK or1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 71 OR CENTERMATES W/(2) 1/4.0-2D x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2, TWO FP/ LOCKS OR (2 OR ONE HV LOCK OR (?9 W/ 1W0 LOCKING RODS AT TOP &BOTTOM SHALL BE USE�D `F ANY SPAN AND 'MM INS ALLATIOTI AT ANY ELEVATION, HV LOCK ® OR n SHALL BE ATTACHED TO OR @ CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINESHALL BE AS INDICATED ON TYPICAL D AS PER SCHEDULES ON SHEEP 12. 3• •IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS To CENTERMATES >1 OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE, AS INDICATED ON TYPICAL SHUTTER ELEVATION. I l w1 LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE, LOCKING RODS q-� OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5, MANDATORY CONDITON i ONE HV LOCK T� SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LG& i or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 1C9 AT TOP & BOTTOM SHALL BE USED. LOCATIO14 OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. B. FIRST ALTERNATE Tn UAWAATROV 1NSTALLATONS AT ANY ELEVATION. ALTERNATE LOCK `FLO MAY BE USED AS SIDE OR OUTSIDE �LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO © OR CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, •NOTES ON HV "T" -LOCKS enlD CENTjjR ATES• 1. SEf,OND AL aNATE TO MA - ONE ALTERNATE HV i LOCK MAY EE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND I ALlATION AT ANY ELEVATON. ALT NATE LOCK �,�+WY BE USED AS AN INSIDE OR OU IDE LOCK, ATTACHMENT OF LOCK ®INCLUDES USING REINFORCING LOCKER1��77 AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ( AND 191 W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/ 1/4"W-20z1° S.S.M.S. IMO A 1/4"16x 5/B" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE CF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. *NOTES ON HD LnrKS &CENTERMATES: 1 • W / (it ONE ALTERNATE HD LOCK D MAYBE USED IN LIEU OF HV LOCKS 0 OR ED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 34 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK r4UT TO IS W/ 3 &B x 3/8° F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HDB-HV AIJO DC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL !di -CO.... TILUT TESTING & ENGINEERING COMPANY 6355 N,W, 301h, SL. SU. 305, VIRGWIA GARDENS, FLORIDA 331 Phone : (3D5)871-1530 . Fax : (305)971-1531 e-mail: Ullece®0ol.com EB-OD06719 WALTER A. 71LLIr Jr. P. E. FLORIDA Ue. A 44167 BUILDING CODE (High Velocity Hurricane Zone' 2012 EASTERN METAL SUPPLY, INC. e��n esrQlee..�x.. '�I :an.il"I11" FtFIR A flip! TI, AiND SHUTTER CORPORATION �CCordion Shutter System (ASSA Is) H.V, BLADE 01 W/ OR W/O H-V, WINDOW BLADE & HN, BLADE 1 3001 S.E. GRAN PARK WAY STUART. FL. 34997 PH (800) 244-4143 FAX (7-72) 287-9740 DRAWING No 12-085 POURED CONCRETE POURED CONCRETE •1 OR CONCRETE BLOCK ' REQUIRED REQUIRED CONCRETE ANCHORS REQUIRED 1/4"m-2Ox3/4" S.S. CONCRETE ANCHORS (SEE SCHEDULE ON / CONCRETE ANCHORS rMACHINE SCREWS (SEE SCHEDULE ON SHEET 13) SHEET 13) / _ (SEE SCHEDULE 01 I W/ 1/4"-20 SHEET 13) NUTS 0 12" O.C. 12 OR 14 Min. 1/4"0-20WV S.S. / I" 17 OR 18 EQ EQ -MACHINE SCREWS MI^• /' r Aw USING 1/4'-20 NUTS "' -•EO EQ- x/2'j /® 12" G.C..250" Max. E TTF---���000--�= 13 oil /E.D / i�\ I 1 i i .250" Max. j��* I! I \ .250., L / /IN. I I i I �/ I OPTIONAL I, j /KXO.• Max, TO GLASS (SEE i t i I I I 1' i OPTIONALSCHEDULE ON I I i I MIN. SEPARATION12 FOR BLADEAND I , I 1 pR ® i I TO GLASSMIN. SEPARATION I EXISTING)EXISTING ON SHEET 28 FOR ill I 1 I (SEE SCHEDULE oil, I GLA55---i�(DJt �i I I I I TO GLASS I 1 GLASS SHEET 12) li '"'--(SEE SCHEDULE ON — EXISTING i SHEET 12) GLASS-4 I I I �Al ITV Wpl HI KADFR in Sxt t" e I (C HV WALL HEADER w_ TAL ATIOPI BO HV WALL HEADER INYAL L ATIn 1 EXISTING EXISTING GLAS:.--+ , MIN. 'SEPARATION I I GLASS--4I i 1 TO CLASS (SEE IIi I l i 1 OR (�� I I ISTING MIN. SEPARATION I J TO GLASS SCHEDULE E ON SHE I I I 1 1 I I 1 GLASS- '(SEE SCHEDULE ON I I. ION SHEET �O ®OR D rh I I " I MIN. GLASS ON r I I I SHEET 12) I I %' i BLfGES 1 & I (SEE SCHEDULE ON SHEET 12) 1 I i II II III / i \ i I /}' -D • 1, - OPTIONAL !� / i1i i i 1 I /E • / 1/4, OPTIONAL I I _I il�-1/4• Max. ___ 1 Max. I D. @3 OR 1 5 /2• ------ 19 13 OR -EO-� / 12 OR 14 _-- i/a•m-zox3/a S.S.611n.- /Jam/ PHILLIPS TRUSS HEAD 1/4"tl-20x3/4" S.S. PHILLIPS \—CONCRETE ANCHORS 17 OR 1 8 EQ EQ MACHINE SCREWS USING _ CONCRETE ANCHORS POURED CONCRETE J (SEE SCHEDULE ON SHEET 13) 1' 1/4"-20 NUTS 0 12" D.C. `- (SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS Min. POURED CONCRETE-� SHEET 13) W/ 1/4"-20 NUTS a 12" O,C. OR CONCRETE BLOCK OR CONCRETE BLOCK WALL REQUIRED PER E��4AI TION tQPNCRETE ANCHORS REQUIRED POURED CONCRETE—/ SHEET ca;OULE ON �AIY WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL MALLAI INSTALLATION DETAILS W,/ T HV BLADE & NOTE FOR SHEC01ET 4NFOR PI SF TIONS: HV + (1-Ai -HV- -BLADES AS APPLICABLE - 1- SEE SHEET 4 FOR TYPICAL SHUTTER E. D. =EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) *SEE LIMITATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED BLADE LA ON SHEET 2B IN ANY WAY TO SUIT ANY INSTALLATION. ITrT, . .a FLORIDA BUILDING CODE (High Velocity Hurricane ZOn Tot­� tf, -,c GR A'. Ti!�(€, `�.-Y ©2012 EASTERN METAL SUPPLY, INC. L. XPRODUCT RL•VISF-D 4��r_F_'rr�:_:•- ✓�,"= \ GULFSTREALM A1_�IMllt111�M �E�'�11�0 111`/ TM ssaomplyitlgwith the Florida % ! °' �''� :F -- + Accordion Shutter System saltalnecnaa \ AND SHUTTER CORPORATION ' AawplaMe iJo -0323 • j I � E c o 1 IM � . ExQDaleMO�1*7 ,,y., ASSA 16 H,V. BLADE �1 W/ OR W/0 H.V. WINDOW BLADE & H,V, BLADE ;2 * EV. N DESCRIPTIONByTILLIT TESTING &ENGINEERING COMPANY ( DATE Orarn n : F.P. A.G.lGmml 6355 N.W. 38th. St.. 61e. JW, VIRGRiW GARDENS, FLORIDA 3316 3001 S.E. GRAN PARK WAY 1 OLD 06-314 03 15 12 DATE: 03/i s/12 =". �. •, Phone : (305)871-1530 . Fax : (305)871-1531 STUART, F� 34997 2 _-t^s ' • RID ,: " ��4 IIt e-mail: Inteoa®aol.eam 19 3 DRAWING No `s/OVAL ENGto" WALTER� nLLrt Jr. P. E. PH (800) 244-4143 FAX (7'72) 287-9740 4 12-0$5 _ MIAMI-DADE' COUNTY P.E. SE�t'�9Y&M�(iURE/DATE FLORIDA U., g 44167 5 SHEET POURED __ CONCRETE ANCHORS I CONCRETE - (SEE SCHEDULE ON SHEET 14.) N SURAPAGIN GA4 '„' ' i 1 OR • REOUIRED ( EDGE OF 5<3�IRE ws�7 l I F 1,z DUDEL,�Ao SLAB B w 514FI °0roY"aav°s°N ) r, 1 APPLICABLE EXISTING i STALES IQk Q i I Ilex xta¢ou¢ w GLASS-� \ s,aecr It) i i ALTERNATE ANCHOR LOCATION OR i #10x3/4° HEX WASHER HEAD EXISTING MIN. TEK SCREWS ® 12" O.C. GLASS--� NI CONCRETE ANCHORS I ' II v + 7 ! (SEE-SCHEOULE ON SHEET 14) EXISTING GLASS— EDGEOF--i j /1�I/'/ E9'�% _ m SEPAR0111i ' ' SLAB IF '/ / - i 1/2 j'H/II 1'r / f i /; • I J. /.,. EDGE OF - TO MASS SEE APPLICABLE % %///�" A 7 EDGE OF r� / /f� f� �! / EDGE OF IF -I H DE(S w i /E:Q.Q/ // / APPLICABLE j / F / / ' , j! f' APPLICABLE POUREOR CONCRET3UREE O POURED REQUIRED p. CONCRETE _.I E, D.* REQUIRED LFLAT HEAD CONCRETE ANCHORS (SEE, SCHEDULE ON SHEET 15) VA E IUS'CA1-!1 CG I�IV CEII ING fNSTALLATION — --= t © HV WALK —OVER INSTA I ATIn14 I _ we srwanori A , i ' CONCRETE ANCHORS t° c,Atx I ' ' 1 (SEE SCHEDULE ON i EXISTING ._.� scxmatF. cN' i i I EX��G MIN. SEPARATION ' l I I EXISTING SHEET 15) GLASS. , I I S'—i I r— n 0 i„i I (SEE SCHEDUTO LE O i r '� GLASS—' MIN. SEPARATION ) I 1 1 TO GLASS p SHEET 12 i I "—(SEE SCHEDULE SHEET 12)' I I , ' I MIN. ' �110r3/4" HEX WASHER EK SCR 4" HIX HG.C. 1 i %./ HEAD TEK SCREWSTIX SCREWS 4P S. D.C. OFL 12° O.C. OR 1/4°0r20 S.S. M.S, i CONCRETE ANCHORS 6 + 7�3/ �tbx3/4°-S.D.S. ' ---_ i i i I 1/4' w. W/ NUT 0 9" O.C. ' (SEE SCHEDULE ON ®90. C. SHEET 15) ' 10 7 Max. / J /f 17 oR 18 1/2• 17 R 1 B EDGE OF ��14x3/4° F.H. S.D.S. i- T/8. SLAB IF � 9° O.C. ;/ D APPLICABLE 1 CONCRETE ANCHORS POURED CONCRETE--- (SEE SCHEDULE ON POURED CONCRETE `SEE NOTE 1 ) 3(h) O )R CONCRETE BLOCK SHEET 15 ON SHEET 1 - REQUIRED OR CONCRETE BLOCK OPTIONAL—J POURED CONCRETE- REQUIRED REQUIRED HV ® HV WALL FLOOR INSTALLATION ATION _ O HV WALL WALK -OVER INcTe1 I arTna J HV RAINGUARD INSTALLATION t INSTALLATION DETAILS Wf Cfi HV PLADE & NSITE FOR CINQOI•I OF SECTIONS-, Nam, 1- SEE SHEET 4 FOR TYPICAL SHUTTER [ED.. m EDGE �DISTA-NCEITHIS INSTALLATION SHALLBE HV T. S APPLiC A DLE ASSEMBLY REMOVABLE WHEN PERFORMEDPECIFlCA 2- MOUNTING SECTIONS CAN BE COMBINED + ADJACENT TO AN OPERABLE EXIT • SEE LIMRATIONS OF USE FOR IN ANY WAY TO SUIT ANY INSTALLATION. 1 OR ENTRANCE BLADE 1A ON SHEET 28 �T�prrr��p pp ..y, FLORIDA BUILDING CODE (High Velocity Hurricane Yor PRODUCTREVISED ,ttO, Q�'4`Cr^' rE.���m 2012 EASTERN METAL SUPPLY, INC. aae°mplying with the Florida 1.0 �'': F�EAJ.�: _ �'.o z ����® GULFSTi�EAM e�gIM1111ui1� BE 1TH k— MY . /3m10hlg Co°e (• ^"ep,a°""° Z—°3z3°' -qyll I { L I E C 0 PlC. AND SHUTTER CORPORATION Accordion Shutter System . Exp, tioo➢are /7 r By (ASSA N 16) H,V. BLADE ,1 W/ OR W 0 HN. WINDOW BLADE do N.V. BLADE ` TILUT TESTING & ENGINEERING COMPANY REV. No DESCRIPTION DATE Drown e . F.P. A.G. Mhmi uctcontro jkr STATE OF `� 6J35 N.W. Jfi(h, SL. Sle. J°5, v�Rcmu eArmeNs, R.oRIDA 331fi 3001 S.E. GRAN PARK WAY l OLD 06-314 03 15 12 DATE: 03/15/12 „ 5 �—�;El PAone (305)871-1530 . Fax : (305)871-1531 2 ns .,,GRID •..• \ t�,e a -mall: DltacOOoo.com STUART, FL. 34997 EB—aoos7le 3 DRAWING NO `S/ONALE��iteLt WALTER A. TILLIT Jr. P. E. PH (B00) 244-4143 FAX (772) 4 9 2-085 MIAMI-DADE COUNTY P.E. S`EALfra}FihJ ONE/DATE FLORIDA LIc. 1 441G7 287-9740 5 SHEEP SEE END WALL 0 OUT 9D - (6063-T6 ALLOY) ALUM. - ANGLE W/(Z) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP/BOTrrJM) . (4)#10-1/2S.M.S. TC TUBE AT EACH ANGLE. (TYP) 1/ 1/2 " O ©.RI�IOR®+OOR®DR 1°+QOR -EXISTING !/—GLASS s + 1810R Q+®aR_1s+O �F� MIN. SEPAR4TIo (�qJ TO GLASS . \ry\ 1 N 1 - v ;SEE SCHEDULE ON - OPTIONAL SHEET 12) INTERIOR EXISTING GLASS jf INSTALLATIONS W/ n HV BLADE W HV CENTERMATES SEE NOTES ON LOCKING RODS @ , HV LOCKS 0r 2® AND ALTERNATE HV LOCK ® ON SHEET 5. * C�IUATES APPUCADo WITH EILAOEo 10 • ©5 GR 1©+ �DR©+Q OR Lu SEE END WALL rnrvut rrt�.t O O © O O ® —EXISTING cLrss DETAILS ON SHEETS 17 & Itti Qi QORQ+�Ofl®+©OR -------.-----'----- t�----•----- ®•OaR©9*O3 cR 19+� �/ 31/4" 7- 61/2" 1/2". #1ax3/4" S.M.S. ® 12" O.C. FULL LENGH7. / OPPOSING CENTERMATES HV LOCK Or 7" - -- SYMMETRYCAL CENTERMATES 1 MIN. SEPARATION °� 35 W/ HV L 1N 301 QI ; I TO GLASS SHEET SCHEDULE ON -) i 1 + 3 o O Q OUT HVA HVB + ©-0 © Qo-U10 °R+@ Hyc I' — — — — — — — — — — — — SYMMETRICAL EXISTING GLASS 10 + @- @. @°R 1'],+©� % _ POURED CONCRETE-0 CONCRETEBLOCK WALL REOU EO ss LO rn CENTERMATES* �� /'�•'k• s °° 6 °R MIN. SEPARATION TO GLA$$ f * Z I W� HV LOC,I( OPTIONAL '(INTERIOR) v (SEE SCHEDULE ON 5 ®+Boil O+ j 3 -0— O SHEET 12) -- b------------ _ _ fl q-- — —�� j ANc°HORS '� 7K % � O.c. ` / DS - �. 3 VARIES (EXTERIOR) ® OuT 6 1/2" -.SLACK HVE HVF** FLORIDA BUILDING CODE (Nigh Velocity Hurricane 8or PRODUCT REVISED F�.,, - A..TI(�rl✓^ P ©2012 EASTERN METAL SUPPLY, INC. :. :•._ �.: "`jv[Iv r' r.Ul pgrREAM AN IN R10T�tOlIL �.1� 1 J / �wno a® a r aa-a o tt '' B°Ilm�scode F `' 1 Q. E C ®. Nc AND SHUTTER coRpoRATION9 Accordion Shutter System Aonyt®cc No -O 2 .pr �rl Daze 17 ; (A55A (� 16) H.V. BLADE #1 W OR W/0 N.V. WINDOt9 BLADE A H.V, BLADE Tay / / y! TILLIT TESTING & ENGINEERING COMPANY REV. Nc DESCRIPTION DATE Drawn o . F.P./AG. Mieml DO Da ConhGt -o STATE OF ? �� 6355 N.W. 369, SL, Sh. 305, VRGINIA GARDENS. FLORIDA 3316 3001 S.E, GRAN PART( WAY 1 OL0 06-314 03 15 12 DATE: 03/15/ 12 • �, 6 tt Phone (305)871-153D . Fax ; (3D5)671-1531 ZORIDP;: �Lttt °-mail: tilt .°c®cOLccm STUART, FL 34887 2 + `LI It EB-0006719 3 DRAWING No yJ^•SS/O.•.••""��\�� t11 WALTER A TILUT Jr. P. E. PH (800) 244-4143 FAX 77D 'I 1 2-085 MIAMI-DADE COUNTY P.E. �Pl'ikE/DATE FLORIDA Lie. 44167 ( -) 2s7-9740 5 ° SHEET 8 0€ 28 SEE END CONNFerinnl ncreuc nN S;;GciS 11 dE 2o 0 u T i 9C I A I / EXISTING GLASS BLADE Q SLACK DETAIL HVF, INDICATED ON SHEET 8, @aa&©aa AS WELL AS UNIVERSAL FLOATING BLADE Q DETAIL HDD-HVO INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEEP. ©* .SEE END coNNFrTInM nereu c ON S14EETS 4 4 e 2'x2"x1/6^x0'-2 (6003-T6 ALLOY) ALUM. AG W/(2) 1/4'v TAPCON ANCHORS TO CONCRETE -, I 1/2" (TOP/BOTTOM) k i)�IOx7/2" S.M.S. TO TUBE AT FACk ANGLE. (T•fP)� \ - ' I I — — — — — — / �tOx3/4" S.M.S. 0 12' O.C. FULL LENGHT. 3 —— — — * — — — — — — — — — — — -- — — -_ — — _- — 30 LOCK' (INSIDE) IN 1 — — — — —. — — — — — — — — -( �. MIN. SEP 37 — 30*HV T" . GAS LOCK (INSIDE) (SEE SCHEDULE TION ON n * SEE NOTE 6 FOR HV LOCK@ "T" LOCK, ON SHEET 5'.,'_ •t SERIES 5444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820,"_ AS MANUFACTURED By AVDEL CHERRY TEXTORN, PARSiPPENY, NEW JERSEY- • -- 07054 OR EQUAL - 30 HV "T" LOCK (OUTSIDE) tt. ._ ,....- •V, PRODUCT REVISED '�jGENS�c''•.;9 Building Coda % ••: Aaaopmnm No 2- 032 0 111 No. 44167�, Eapi t Da- 01-7 q� �---ems—c�••- j - .. BNLaml Dude at Control - x �% pf n P•� • ;;�NAL�C;e111 • _ reo////1I111! MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/ ■ 28 r 29 F 35 DUTY 35 1/4" 0-20 x 1 1/2" S.S.M.S. �/ W/ 7/8"0 x 3/32" WINGNUT. (7/ /` NYLON SCREW HEAD 26 1 /4" 0-20 x 1 " S.:S.M.S: W/1/4"O x 5/8" RIVNUT t. �QHV "T" LOCK (OUTSIDE) SHE 12) HVG* / 11LIEC O. TILLIT TESTING & ENGINEERING COMPANY 6353 N-W- 36th, St, Ste. 305. VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 6— 0: tutaco®ool.com EB-000671 e WALTER A TILUT Jr. P. E. FLORIDA Uc. 0 44, 67 GUI_PSTIRE-AM ALUINAIM1111A AND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34937 PH (800) 244-4143 FAX (772) 287-9740 ING CODE (high Velocity Hurricane Zor © 2012 EASTppRRI!7 ® EASTERN METAL SUPIP�Ly,, `�F'pINC. BERTH NIld Accordion Shutter System LADE #1 W/ OR W/O H,V. WINDOW BLADE & HX BLADE DRAWING No 12-085 SEEENE)WALL cnNat rnn�1 I1CTAl1 C nu �� �-. 1 n I N EXISTING GLASS 'END 0L] T 90' f INSTALLATION 1 HV BLADE W/ HD CENTERMATES A-L_UP MLQR QR ©+°fl 8 + % oR —^ EXISTING GLASS RETAILS ON 2 x2'xl/8"xO'-2" (6053-T6 ALLOY) ALUM.. ANGLE W/ (2) 5/4-° TAPCON ANCHORS TO 1/2 I 35 * 35 —I CONCRETE�1(TOP/BOTTOM) 4x1/2" S.Id.$. TO Tust (TYP) j I I 01 x 3/4' S.M.S. ® 12" MINTSSEPARAT GIASS (SEE SCHEDULE ON SHEET (OPTIONAL) ION (�t) H.V. PINS (TYP.!) 12ANGLE IN * (4) H.V. N' I� (OPTIONAL) 3 N.r.EACH 4 / PINSTYPA)_"--Aj__i\ I HDA—HVA * SEE NOTES ON LOCKING RODS (D & HO (D LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE© DETAIL HDD-HVD IS -VAUD FOR ALL CENTERMATES APPLICATIONS WITH BLADE 10 PRODUCT REVISED os annPiTing .v.ii. u4 Fa:3� Building 1. N A0°optn0001v0 L.-0323. pI Sy� Expi t10. Dw0 2 17 BY ael Co., ~A� L _ MIAMI-DADS COUNTY P.E. SE L^ 31 OR (OPTIONAL) HDB—HVB OUT SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) (OPTIONAL) HD -- SYMMETRICAL HD CENTERMATES W " LOCK.,oa 6 7 afNTERIOR ROOa 10 + 1�oa �— 7 0 • (�$ 0R ©+ ®^l/oR ©+© as D—HVD** FLORIDA BUILDING CODE (High Velocity Hurricane Zone �i 20122 kTERN METAL SUPPLY, INC. GULPSTREANI ALl1N01111UM 14�I�RpINA 14V TM / 11 L I E C O i Nc. AND SHUTTER CORPORATION .Accordion Shutter System (ASSA N 16) H.V, BLADE 1 W/ OR W/0 -I.V. WINDOW BLADE & H,V. BLADE TILLR TESTING &ENGINEERING COMPANY 63E5 N.W. 361h. St., SW- 305, MRGiNIA GARDENS, FLORIDA 3316 3001 S.E. GRAN PARK WAY EV. No DESCRIPTION DATE Drawn I OLD 06-314 03 15 12 Phono (305)871-1530 . Fax : (305)871-1531 e 0: lilt...®aol.eom STUART. FL. 34997 2 DATE: 03/15/12 EB-0005719 3 DRAWING No WALTER A TRAIT Jr. P. E. FLORIDA U., � 44167 PH (800) 244-4143 FAX (772) 267-974D 4 1 2-085 A POURED CONCRETE OR `�- POURED CONCRETE POURED CONCRETE OURED CONCRETE i CONCRETE BLOCK WALL �-/�/�/j OR CONCRETE OR CONCRETE Jl (/ REQUIRED ( / / BLOCK WALL REQUIRED / BLOCK WALL REQUIREDOR CONCRETE BLOCK WALL REQUIRE I / ` EXISTING GLASS I CONCRETE ANCHOR I ! _ _ � EXISTING GLASS / ® 16" D.C. . _ EXISTING GLASS 2" MIN EXISTING GLASS 2"'MIN. -T - A MIN. SEPARATIONMIN. SEPARATION TO / SEE ED ' I I ED , TO GLASS (SEE i SCHEDULE ON(4¢ET ` MIN. SEPARATION // 1 • / -T - / 12 FOR BLADE QAND / TO GLASS (SLLT I / MIN. SEPARATION i SCHEDULE ON SHEET 1/16"x3" MAX. ON SHEET 28 FOR SCHEDULE ON SFiEE7 i TO CLASS SEE 12 FOR SLADE pN SHEET 28 NANO (6063-T6) CONT. BLADES ® / 12 FOR BLADE SAND / I j SCHEDULE ON (SHEE (LOCATE AT �cl - ' BLADES � & (�p ALUM. CLOSER _ I ON SHEET 28 FOR 1 12 FOR BLADE OM EITHER SIDE l�Jt• - - PLATE (LOCATE 1/2" BLADES( &® /2- LW SHEET 28 FOR OF 5O) I AT EITHER SIDE MIN. \ I r T'-'� BLADES & Q! 1/2" MIN. �--I`7 OF I *USE 1" OR 2" MAX- �10x1/2° S,M.S._� I I ¢lOk0 1 S.M.S. �4 ® 16" O.C. ----- _ AL INUM BLE)ANGLE B"x0'-2" ® 16° O.C. - 1� ALUMINUM CUP ANGLE / \ �\ / ® ` (1) #106 ALLOY) AT MI (3)& T 4 (1) A7Ox1/2" S.M.S. TO©& (2)1/4'0 TAPCONS ANCHORS TO t SEE DETAIL X FO ° WALL AT 1" O.C. (LOCATE AT ° i SIDE CONNECTION 0 OR ® EITHER SIDE OF ®1 () ®o O OR, �" SEE DETAIL X FOR 1 OR ®° TO TRACKS / v OR _ SIDE CONNECTION a 6 •p7 w 8' 10 •®u TO TRACKS c"®a©•O7 a BQa 0 •®a SEE DETAIL X FOR-1 4 u 6 7 a 8 a p.®a SIOE CONNECTION �c°®a'©•0°"!� 10 •®a t0a®ae©•�®®•©°" 10.^®w©.®a®.®a 6 •®a©•® ©'®°R TO TRACKS tG•�w©,®a®•©w ©-Q47� ©°',©.Oj •®°` 6 .7 6 7 ,ate Q• 7O•®a©.O.�ao 6 • 7 • 6 a END C06NNECTLON DFTAII END CONNECTION DETAIL Q AND CUNNEc1TIQN DETAII 03 END CONNECTION DETAIL C _ �- L REOWRED ONLY FOR SPANS GREATER THAN 12'-p" ` POURED CONCRETE OR �. EXISTING GLASS CONCRETE BLOCK WALL STING ��4�}-� �..('�} , REQUIRED i QL%55 MNSEPARATION #1 1/2" S.M. - - - - - --G-4-AN EzpARATON jTO CLASS (SEE ® 16° TO GLASS (SEE / SCHEDULE ON SHEET / SCHEDULE ON SHEET D y =, -- ------ _ 12 FOR ET 28 QANC CONCRETE 1/2" MIN. 12 FOR P.IADE pAND _-__ / ON SFiFFi 28 FOR ANCHOR ® ON SHEET 28 FOR _ .,_______ -_____ .�CONCRCTE� / - BUIDES Q & ® 12° O.C. / BLADES (D& ~- - -� ANCHOR {/f .. - 5 4 r-- ®--_- OR 13 OR OR ) O.C. T=___ ..1/2 _1MIN. ET I , �. _1 2° MIN. /2" MIN. f -- ED 6 ORUOR(DOR _ ( / 5 / 2" MIN/ ♦ SEE UMITATIONS OF�28 1 BLADE IA ON SHEEOR S OR� OR� OR ®` ®a©. 7pa 6p 10 •pa [1 _1 X '-- POURED CONCRETE OR ®a©• 7OwOa�.®ra 10�®a®•®p°®'©o' CONCRETE BLOCI( WALL ` REQUIRED .. \ ,Da®a©•pap•®.. ©•O•®a©•O•®a - END INSTAL TION ��©O ®a©•O`®w ®a® ®='®•®a (1i HV BLADE' OR I HV WINDOW BLADE INTO CO_ NCRETE OR CONCRETE BLOCK WALL, END CONNECTION ®ETAIL 05 ®•pap•®ap.p CON ECTION D 6 FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zon 1/1,1L\.��� A• r!�'''I�= 02012 EASTERN METAL SUPPLY, INC. PRODUCT g%ithvisUD �'�•••, 'P GlJ1_F�'CTFPFeM 8111MINi�M BERTH BtOdin Cog,ltithtlwFlGrida = Accordion Shutter System 61ffi-pla cede - `L E y° (� ��� AND SHUTTER CORPORATIOI+1 - Aaccpl6nce No Z-o3Z3.Oj Q -_'r'- Fxp' 'Oauetc 2•017 a 71T ��-.�� /�-L: (ASSA 16) H.V. B1�E W/O H,Y. WINDOW BLADE & H.V, BLADE -o :• b TILLIT TESTING & ENGINEERING COMPANY REV. No DESCRIPTION oast By A , SLATE F :: Drawn e : r•,P./A,c, MiOmiDade etcoatml ."+'•. n __.,.w A, e� e355 N,W. 361h, 5L, Ste. 305, MRGWIA GARDENS, FLDRIDA 3316 3001 S.E. GRAN PARK WAY 1 OLD 06-314 03 15 12 DATE: C3/tti/12 VryIV ,. -� �+" Phone : (305)871-1830 . Fax : (305)871-1531 Cal I�t a -mail: cNeco6o0aLcom STUART, FL 34997 z DRAWING No E� ®-OOOfi719 3 Y eJ/7! WALTER A. TILUT Jr. P. E. PH (800) 244-4143 FAX (7'72) 287-9740 n 12-085 ML4MI-DADE COUNTY P.E. SEAL/S`(�NATURE/DATE FLORIDA ua. 44167 5 SHEET 5 11 OF 8 SCH FDI II F AI MAXIMUM SHUTTER SPAN*,L+" OR `L-" (ft.) FOR INSTALLATIONS W/ ' 08i or or W/ ONE HV LOCK or ® or.I or HD LOCK W/ NO LOCKI RODS ®OR CENTERMATES'6 & W/ ONE HV LOCK ® W/ TWO LOCKING RODS TOP & BOTTOM O(SEE NOTE t) 'SpuA Om-GN I= 0-f.) Ln40 WsW M OR -) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/CEIUNG MOUNTING L 4 (It) :`, L - (R) L + (II) L - (ft) 30 13'-2" 1 16'-0" . 13'-2' 16'-0- 35 12-13" 14'-10" 12'-8 4--10" 40 12'-3" 13'-10' 12'-3' 13•-10° 45 11'-17" 13'-1" 1V-11" 13'-1• 50 11'-7" 12'=5° 65 10-10" 10'-10". 109 10'-10" 70 tO•-6" 10'-6" 10'-2" 101-6" 75 10-1" 10--1' 9'-10" 10'-I- 50 9'-10" I 9'-9" 9'-7° 9'-1p" 85 9'-5" I 9'-6' 9'-3' 9'-6' 90 9'-3' 9'-3" g'_p• 9•_3• 100 8'-9" j 8'-4" B'_g• g•_g- 105 e'-7" 7'-11" B'-4' g'-4• 110 8'-4" 7'-7" - 8'-2' 7_11- 115 8'-2" 8'-0" 7'_7- 120 8'-a. 6'-I/" T-1p•_ yam• 125 7'-10" 6'-6- 7'-g" 7•_p• 130 7'-8' 6'-5" 7'-6• 6'-9' 135 T-7" 6'-2" 7'_¢• g'_g• T 40 7•-5" 5'- i 1.° 7'-3" g•_3• 145 7'-3" 5'-9" 7'-1" 6'-0' 150 7'-2" 5'-7" T-0" 5'-10" 155 T-0" 165 6'-10°4• 175 6'-7°S•-0' ISO 6-6' 4'-10" 190 6'-4" 4'-5" 6'-2" 195 6'-3' 4'-3" 6•-1. 200 6'-2" 4'-2" _ 6'-0- 205 6'-0' 4'-1- 6'-0• q_3. SCHEDULE A2 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/PPPUNGI CENTERMAT 1 & ONE HV LOCK OR OR 6 W/ NO OCKING RODS ♦(SEE NOTE t) MAXu A.S.D. DESIGN LOAD (1-1.) I. OR -) CONCRETE & W000 INSTALLATIONS A WALL MOUNTINGS & FLOOR/CDUNG MOUNTINGS L+ A L -(R) 30 12'-3" 14'-9' 35 11'-9- 73'-8" 40 11'-4• 12•_9" 45 50 10'-9' I V-5" 55 10'-6" 10'-11" 60 1p'-3n TO,_5" 65 1o'-o' 1D'-O" 70 9'-8. 75 9'_4. g_4• 80 g'_0• 9'_0" 85 g'_g• 8'_9- 90 95 g'_3• 8._3. 100 g'_1• 8'-l' 105 7'-11' 7'-11' 110 115 120 7'-4" fi'-11- 125 7'-3• 6'-g• 130 135 6'-11' 6'-2" 140 6'-10' 5'-11' 145 6'-8" 5'-9° ISO g'-7. 5,_7„ 155 6'-6" 1So 6'_5• 5-2" 165 6'-3" 5'-1" 170 5'-2- 4'-11" 175 6'-1" 4'-9- ISO 6'-0. 4'-8' 185 5'-11" 120 5'-10" 195 5'-9- 7-3• 200 g'_g" 4'_2° 205 5'-8` 4'-1' IPRODUCT REVISED na wmrdvim with Ute Florida BulldinD CaL- AcnplmtceNo Z. oIf lixpir ion Date a iol7 g1, Mlmm D uct Control MIAMI-DADE COUNTY I P.E. '�j,GENs� •.,t✓9 SCHFDUI F .91 MAXIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS W/MATE & W/ TWO HV OR OR LOCKS )R T 0 OCKING RODS ® TOP/SOTTO / ONE HV LOCK ® OR R ♦ SEE NOTE t AS D. DDMW LOAD (A•JJ I+ OR -) CONCRETE & WOOD INSTALLATIONS FLOOR/CEILING MOUNTING L + (fl) L - (II) 30 13'-1" 16'-0' 35 12'-7' 15'-7" 40 12'-2' 15'-2° 45 11'-9' 14'_3" 50 11'-6` 13'-7` 55 60 11'-0" 12•-4" 65 Ip'-g' 11'_11• 70 75 10'-4" 60 10.-0. 85 9'-9" 10'-5• 90 9'-5" 95 9'-2' 100 g'_p• g'_7• 105 B'-9" 9'-4` 110 115 120 8•-2• 125 8•-p' 130 7'-10" g'_1• 135 T-9° 7'_g• 140 7'-7" 7'-g• 145 7'_6' 7'_3. 150 T-4" 7'_p• 155 7-2• 6'-9• 160 7'-1" g•_7• 165 7'_p• 6•-4" 170 6'-I I' 175 6'_g• 6,_o. 180 5'-10' 190 g'_g• 5'_8• 195 6'_5• 5,_5• 200 6'-4' W-3' * NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. l-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.O. DESIGN LOAD, DETERMINE MAXIMUM SPAN °L+' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM _ DETERMINED SPAN BETWEEN 'L+° AND "L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLCAR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: DETERMINE: Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/COUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: DETERMINE: Ll-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN •Lt+', 'U+', •LI-' AND 'L7-" (4) GO TO ANCHOR SCHEDULE WITH DN.AL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. ♦ SEPARATION TO 0 Ac4 R O Rlar t (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" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3". MINIMUM SEPARATION T rI Aec crF' 0 1 LL- SHUTTER W/ ONE LACK WITHOUT LO.KIN• = SHUTTER INSTALLATION W/ INSTALLATION W SPAN I SYMMFTRI cAI I OPPOSING OR LESS 3 5/16°A >105" TO MAX. 3 ALLOWED ♦ USE 2 1/2• FOR HD LOCK OR� USE INDICATED VALUES FOR H CE ERMATES,® SHUTTER INSTALLATION W/ I SPAN CENSYMMETRIES TERMATES 105" 2 3/4" •• OF LESS >105' TO MAX ALLOWED 3 1/4" ••• ♦ MAXIMUM SHUTTER SPAN "L+" OR 'L-° FOR ** USE 2 15/16" FOR HV "T" LOCK INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 *** USE 4 1/8' FOR HV "T" LOCK I Psf. A.S.D. DESIGN LOAD. USE INDICATED VALUES FOR HV CENT t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5. SHEET 5. �I > / IILIECO \ m . TILLIT TESTING & ENGINEERING COMPANY 1�A 6355 N.W. 36th. SL, We- 305. VIRGINIA GARDENS, FLCRIDA 33 .11 Phone : (305)B71-1530 . Fax : (305)871-1531 -all: 61tew®aol.com EB-0006719 WALTE.R A TILLR Jr. P. E. ATC FLORIDA Uc. Q 44167 3 3/16" 3 1/4• LN'SI9LLATION LCGENO COr1CRC7E & N'vSOR WOOD JALL UN C A,. B, C. t, E. F, K & L. M. N. 0. P. 0. R. S & V, OO MOUNTINGG -I 0, J. DD T.U,W&X. _10 -HV- BLADE � ..ONLY GUL•FSTREAM ALUMINUM kND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL. 34&97 PH (800) 244-4143 FAX (772) 287-9740 INU CODE (High Velocity hurricane Zon © 20122 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System LADE #1 W/ OR W/0 HAV WINDOW BLADE & H.V. BLADE DRAWING NO 12-085 END INSTALLATIONS (1) HV & a HV* BLADES INTO NI' All MI N W ADVANCED THREADFORM TECHNOLOGY RW BUILDIX 2'n4' MIN. WOOD IN. W ANCHORS o 6' O.C. •^ STUDS W/ 1 1/2' MIN. THREADED Pc'N/M20N INTO STUDS OR W/ NW. 1/2' THRE\DEO PENS TO 1/2' CDX PLYWOOD IF NO STUDS DOSE DOSi1NG GLASS ., `:2 1/2' MIN. CDX 1/2' MIN. COX PLYWOOD x•':-::•,-., �. •. .x F9N. IStPNi'UI� PLYWOOD. .. 12 FOR BADE ONLO " '"••w: •.'•• "4• '•. n;+� TO 4A5 (SEE a`i SHEET 28 FOR ( 1/16'x3• W SCI�n1AE 0EEEr t3ADcS Q& d (6063-T6) CONT.FT3SN 1/2- MIN CDX 12 FOR MADEOAI9 V- 2'x4' MIN. WOOD III— STUDS REO'D. � WOOD Moo. (AS APPLICABLE) \ / \ / ,i .. \ / I \ / \ � FWISH /-EIUSTINC CUSS XI9TWG DL155 I 4% i MN. SEPARATION ( TS@EOIAE ON SMELT 1/2' MIN. [DX- PLYW00p. i fAN sEPuunoN 70 GIA55 (SE Roo ON SnFET Zrwl,�,;;Ae•^:s^�; ;�7(. - ' - 1 2' MIN. AWIt C.OSER PLATE (LOCATE 1/2' PLYWOOD. ON SHED 28 FOR 1 BLADES m & ® WALL 12 FOR GLADE CL)" . ON SHEET 2B FOR SLAVES 1/2' 12 FI;R TTT 2028 �� AT EITHER 910E MIN FNISH (&QS BADES(D OF r ' RIO-1/2" SALS. AItIMNIAI fiIP IAQL 0l6 O.C. f 10x1/2" S.M.R.- 0160•C. (ccv-T3 um0 (II_tic.>a/S•Cats To(i1 \11 4 A - � 5 Q nweAovoxu lmw`olomr 1 OR IL9'• J / A SEE DETAIL X FOR 910E CONNECTION DR (IA= AT DR1O1 3L£ a 4,) C' 1 DR may / SEE DETAIL X FOR J SIDE CONNECTION 1 OR vy� TO TRACKS 1 SEE DETAIL FONr t�.�y«©.�yr©•{�y}w,, /l TO TRACKS _ ®r .O�j•;�r�Q,ry,�,®r w�w©.� Q�®.�la G.@.07 910E CONNECTION E TO TRACKS O1 �r��•r u 6 7 ! 1 '1 •®r Lfi ®'®'Q�O1l':'•®r �, ®r�. �r©•(p `: - �•0 •©r©'Q•�r ©.Oj '®r©. Qj . ®r ©•07 •©°' 6Q• 7 Cv'@r ®.�@r�.�rp.q�r O �r O:Y®:OnC�B:®r END CONNECTION DETAIL Q END CONNECTION nareu ® END CONNECTION DETAIL Q9 END CONNECTION DETAII EXISDNG CA95 T 1/486 TAPCON OR TAPCON 1/4'0 TAPCON OR TAPCON WRH ADVANCED THREAOFORM WITH ADVANCED TNREAOFO TECFUIOLOGY —C)OS SFID r d REQUIRED CNLY FOR SPANS GREAhTi iHNI 12'-p' 2iti- MCi, 1Y000 RW BUILDIX ANCHORS % 1 1/2' MIN. TECHNOLOGY RLY BlOLOIX ANCHORS W/ 1 1/2' MRI. 7--- - . LAN SEY� .. STUDS REO'D. TO D.15S (SEE - TNREADFD ENIORATION INTO STUDS o 12' O.C. 7HRFAD�F FENER+ARON INTO STUDS o 12' O.C. S.N.S. Ole ARCHON 12 FOR BLADE FOAM! -. ON SHEET 20 FOR SLPCS 01 & (9 . -. /2" UIN 4 I t o.c.SEE r,; VY MUD. LIMITATIONS OF USE OF 4 BLADE 1A ON SHEET 28 12sSF�xEw SLAWDAF® Q ON SLEET 28 FOR � &� =____ u 1 5 �d1N. D -- _- --- - I 6 oR®OR@oR --. _�- OR DR (®o OR 13 13 19 MIN. - J a 01 OR° / 4 r' I • L(S�r�a©��®O:®' "' WALL FINISH 2'x4' MIN. WOOD ✓ WALL �r®w® �-ty •R y r ®OR®OR 90R(g "•der©'�14111JJ STUDS REO'0, y, FINISH .® VIEW Y RIM END GONNErTlnnl ncTA11 0 END CONNECTION DETAIL @ DETAIL X `n FL FLORIDA BUILDING CODE (High Velocity Hurricane Zan PRQI)UCFREVFSF.D �1�'��4� A.'�✓TrO m 2012 EASTERN METAL SUPPLY, INC. ns complying wilh 1pe LRlmidN ,��i.,T• (•.E111Sw'•.,J� GULFSTREAM ALUMINUM BERTHA HV TM E'segn Lb.ic AcmpTGnce No-0323.0/ , � I L E C t3 IN Accordion Shutter System tixpl 1)DnuDLe. ze/7 0. _ AND SHUTTER CORPORATION I 2 7$ (ASSA # 16) H.V. BLgOE #1 W/ OR W/0 H.V. WINDOW GLADE k H.V. BLADE l/ TIL UT TESTING & ENGINEERING COMPANY EY• xR DE3CRIPTION DATE Drown 6 1rfi�Oi Da T aCa"nOl (IF 1 B358 N.W. 35"1 SL, St- 305• VIRGINIA GARDENS, FLORIDA 3318 3001 S.E. GRAN PARK WAY L OLD 06-314 03 15 12 DATE: 03/15/12 O\ Phone (305)871-153D .Fax (305)871-1531 �.,F(DR1rQP,,.• �1 ag0 a-mc0: tntacoocol.cam STUART, FL 34997 05710 DRAWING No .OFSS/. •�•p�•�1 0 WALTERI�A. TIDWT Jr. P. E PH (800) 244-4143 FAX (772) 287-9740 A 1 2��85 MIAMI—DADE COUNTY P.E. SEicE�6fGNb]a.xtp�iEnAT� FLORIDA LIc. p 44167 QD 1VALL HEADER MOUNTING a�mmmmmmo ommKamvvv mmmmmmmri =11aw"nmoo ...��.�csa.r �ca�uaaaeauul] lammmmmmo I�mmvoL000 ®mllaavmmom®mommmmammmnmmmoLm�mmmomvo ®m000mommmoo Mmmv0000 mmmO®mF&7�0000Om�Q�mmpa om®movvoommmvvono mmm00000 mmgoal ®Mmno"om ®mmnovo ENIMMmM®m®mmmmm0mlaw ®�00 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 ' o ommmoom�o0mmmm1ol < oa�mLayvommm m© omlmm YYf6JL6�iCJ1f.lV _— ®MMM" ®m0omooalmm�ImOpopmmm0000mm®m0©00om®m00 �OOOm�p coon = nn �omlmmommv oommmnm�vommmm=omommEmm0000mmnm�000nnom�oIn ®momm�m�a ioom®mmmmvommmmmvoommmom0000mmomv0000nnmm�®N ®m000m000iLfmmom�lpo mloLom©DO mmm0ppp®mmmmoopt7mpn�0E&Ip ® E�1 ©o0mmmm0 o0Kommom001 01100000m0�®0v0 ®m m000m ppOtamQ�OQaOmm®m00mol ""o00p0® LlfEpFlo12111 mm m pppOO ®FSI[1m0oo6lmm0�op0mi>7m0oop0m�0opp mOmmO©0 ' ®'q• Ci®pboinIn- o[EM1po ii�s iam<m O000®pwoo ' ®m�OCf [OEM mmm000®Q©QOppo ptOmmO®0oinmiamm0001KEN 00o0®famE23000On0On� oo ®ovopo�io astmmmmpoo 0mmnmmloo m�®00000 m�Qnm0000 ' ®[170®0p0=0mmmQpoommmOm o0mmmpppppm®p�pNoOOoo�®Opp IDnFE9LOmmHg ®®mouCllOm® O OOmmmOpppppOO�tpFT7vOd0om�pKum=Op pnp�®®DO IFlO[l�IF70A®mmm00v00 m®p000=O 0m�alppppo B�Dopoopalmm00010100mm000001 mmLllmpp0pp On®nOppO ®00000N KE31 00000r�mm00000mm000000mmm000ponomnommo 0 00 olnpn0!]ppo0 am0poo famm0oopommm0p0pol�i�oo0000 amopoo06lmmo0po0 m®mo0opo QDmoopOpm i�oopopp mnp®�0op n mlo oO LY3"0110101olol 7pp01010 iammoopooff mOF700poo mmpom000 ®�Op0000mO0p0 �70®pv00o now®pop0 O0®momm0o�®qp eooQO�oovppo0nomm000o dam©lv0000wmm00000mmmpmmm= �ov0 O =0ov000i� Opop 0 ' oomm000vo®mm0000vommoovoff 0010v00 iL�®® pp00mpo00p08�i®00ppo0D�iO0pmmp Bonn l�000 YllOpppOmaa®®®mCiooiOm00000OlQ�omm0000®m00000poo®�ppo0 nnpm NOT 1 Y1l0ii00iam000000mm000000v©00000000000000nn000000 R0v0�i000mp00op00m000000iLiO0000000®OppoOppnnO®0oo v0o0pp00mppo0000mOpOppOm�lo00p00mm0p000po®noF7000 0 10 coo Inoo000ofOmpoopoo�oop0000l�i0oop000nnnsapoo0 �ooQvoomo opi0000moilp0000vom0ovo0vOm00pppp0pp000mmmmoo voolvommv00000m0000000v0000 moo oDOME13"Hoo ppm0pp0p0ppmmovvlvv�9o'mmommpo�OO a0ool0o0fa0ovo0voii1osa01�i000fi�ora0v0oofifoly0000000momm0 i00p01p0oOpp00pmopppOpo000vo000000oLi0p00MM" 0 appOi gOO=mm1====ux- op0p�ae�t�0vop0oeam00sapppooi7[Sippoa�ea IN0mp . • . c� ..GULFSTREAM ALUMINUM BERTH,I iMc. COKPORATIORI i Ci Expi .10 -0 23.0) H.V. BLADE it W/ OR W 0 H.V. WINDOW BLADE & H.V. BLADE Expi nDatoo n ` (ASSA 16) �, DESCRIPTION 047E ss v TILLIT TESTING & ENGINEERING COMPANY D,... 6 . F.P. 0.G. ST OF Q em RW. 3SUL Si- sm. 303. MGM GMMS, FLOMDA 3316 3001 S.E. GRAN PARK WAY 1 OLD 06-314 OS 1 12 DATE: 03/15/12 BlinmiD c d,tctCGntral a Ph— : (305)671-1530 . Far : (305)871-1531 STUART, FL 34t3T37 z •.IORIDP•' a —mail: 0lteco®Dol.com DRAWING No -100671B 12-085 WALTER A TILLR .1r. P. E. s r�� `s�OAIAL EN toi°I' PH (800) 244-4143 FAX (7:'2) 2$7-9740 4 MIAMI-DADE COUNTY P.E. SEAD`SQAV6iA'FQ /f)ATF FLORtDa uc. p 44167 5 ��� IDmm ololtomuammovoon�®m00000 nonAmm vov omm0oovov' a®m'oavam®�onvoommmonovv n mmm ®mmm • oovm"E®�oio nv mMKEN "Mmmmoomv���mnnnnm ®Emmd®®momlamonnvoID®mnnamo 0MMm On00E®�' DODO®�®mnnnnm aalammoaaoID®moom©®Elamomnmo IDlamno®moIDmmonovmmlamnonm� mmm mmvomm10""Ea om®monolam ' m®m ®®pO ®m®am0©mmOmMOdO Elam_ [inoeam®monm©9mmmmn©ne ® ooE®mOn��®IDlam RA 'IDlam n�oElam mnooIDlavmnm®om�amm®oo na©omlamo®mv© IDmm omaIDmmo®mvommna®moo IDma moom WREEBEE] ®Do "mmmo®avommmommvi�o�®onm000 - mlamE�O�®O IDlam®n000IDlamomv m0wmmm 0 I30 1©EuO o Om©Onm®�70n0oo E2I IDmmvoaa�m mmmov000m�mamnmoomom®®omo WIAWA oom m�®ooID®ma®v o E®[® O�ioIDlamamOoo oOl mD�iOmn�oo mmin®nn©Elio mDUmm00000IDmvan®oommam®moo m®m0®000E Kum OM mina©©mmommm©OOdom®©DDoop mmmmoov=IDDII3o0ft! limo©oBOU Bpi"©m mlamaammo mm Elan0F.F170oO®mm©ODoo 0 mm a®mE0 lam nomv©QopMM olio IDmaooOL�O ID � ammovv mmm®"000 ®amo o mn©000® m0000 ,Elammoom�mom0000vv©mmvv IT11�m 0 �m • laosso®mmvv000�ov000rRN �omo%i0000IDmamm000m®mmm000 IDla000000 IDMomsOD000 ®DD�ppoii Llmnoo IDfailDovoli I'FBomm==voOlaOnKam ma©D0000 ov000000®mmn0000�m©000mm m sao 000IDD�a®0000mm® 000 � oogo®uvomom®ovoovmEn =Nmo ®000ii000®OD00000maM00000 Eo0oo000®m�00000M ' vmm00000d vvvvv0000000000000001mv.1"mQvCom®n ; "v0000 0ovmov000�o�loo4voomo�nmimmom vooQ v ®o©od0000000 ©ov000 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ • SEE U�ATIONS OF USE FOR BLADE 1A ON SHEET 28 * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO 5UBSTMTE SHALL BE AS FOLLOWS: TO EXISTING RED (A)1/ 0 TAPCON ORUTAPCONNWITH ADVANCED CHREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEK. (Min. Foe 3 kal) - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. Fc e 3 kBI) 1/4`0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. FC - 2 k51) OMP ORRRANY OTHORS AS HER APPROVED LICENSED ORRED BY PAAUTHHOORI'L D FASTENERS, REGIAND STERED WWIIIHB THE AMERICAN POINTS ALL UTTER SYSTEMS ASSOCIATION INC. (Min. Fe o 3 kal) NOTES: A-1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS 15 1 3/4`. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". A.2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8" INTO HE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. IN E T PRECAST SONE. PRCAST AJ) OR ANY VENEER BE FOUND ON THE EXISTIO WALL OR FLOOR. ANCHORSTSHALL BE LONGT ENOUGHETO RREACHC THEE MAIN STRUCTUREPANELS. PAVERS BEHIND SAIO WALL FINISHES. ANCHORAGE SHHALL BE AS INDICATED ON NOTES At) & A.2) ABOVE FOR INSTALLATIONS ON MIT1 SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED HREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX. 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW BOLT & SPECIALTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. COMPANYPOR ANY ANCHORS APPROVED LICENSED ORRED BY POWERS ALITHORIZD FASTENERS, E DORH EGISTEREDAND SWITH HE AMERIBUTED BY ICAN POINTS UTTER SYSTEMS ASSPECIALTY SOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED HREADFORM TECHNOLOGY ANCHORS IS 1". 8.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POIN15 SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 15-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST; AND 1' MINIMUM FOR WALLS WITH NO STUCCO. PRECAST B.3) IN SHALPRECAST BE L NGHENOUGH T REACH HEEMAN STRUCTURES OR ANY VENEER BE FOUND ON THE BEHIND SAID WALL FINISHES. ANCHORAGESTING WALL SHALL BE AS INDICATED ON NOTES 0.1) & 8.2) ABOVE. FOR. INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2BA (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS .AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE RFI AW FAR Mr.F Akre f n % ,r ,. EDGE DISTANCE VERS SPAINN • urnlu F•FOR ANCHORS:V .... V '+•11 r ..,w�nvrt'. MAXIMUM ANCHOR. SPACINGS ARE VALID FOR EDE DISTANCES INDICATED BELOW. FOR E. 0. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL FACTOR EDGE TAPCON TAPCON WITH ADVANCED HREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W /CAP TAPPER + DICTANCE E.D. MIN. SPACING v 3' MIN. SPACING m J` MIN. SPACING 3 1/2' MIN. SPACING a 3' MIN. SPACING 3 3/4' 4` POCONCRtTE BLOCK & Pol11iED COM1�E�E COI•XfiElE BLDCX POURED CONCRETE & CMtµCEETE3BLOCK POURED CONCRETE & pp� �. C NORM MN. ED..3' MN. ED.-3 1/Y WL E0..2 I/2' CONACREIE BSOCK My E0..3 1/2' B� INN EA.2 OCK 3' 2 1/2' 1.0 - 0.90 1.O 0.78 1.0 0.84 1.0 0.81 1.0 - - 0.67 1.0 2' - 0.71 1 1 2` 1 0.35 1 0.35 - - PRODUC'REVISED dt\.'y�p""••"'•('f+/,O �} as complyil� with the Florida Building Codc \\° �`::'�jLcroJlC '••., : \\ / '' � � � C ®� N C \ Acceprouce -03Z3.01 Nol . r ion Da TILUT TESTING & ENGINEERING COMPANY 8Y MimniU C1 Contm T•TL n ; �i-pirsrsr��-- 6355 N.W. 3alh. SL, Sit. 305• MRGINIA GWMS• FLORIDA 33 Ph— ; (305)871-1530 . Fax ; (305)871-I531 `\\ �o '' • FLOF10? 'ti�L 1\e �F a -mail; Lit ... 00.1-. MIAMI-DADE COUNTY .s G` 111 P.E ss/ jRe' DATE -0000719 WALTEREA. TILLIT Jr. P. E. FLORIDA Uc. ® 44167 GULFSTREAM ALUMINUM LAND SHUTTER CORPORATION (ASSA B 15) 3001 S.E. GRAN PARK WAY STUART. FL 34987 PH (800) 244-4143 FAX (772) 287-9740 U 2012 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System BLADE 11 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE DRAWING No 12-085 ITIRT!"=�f77�'rlfler—t . '1 kl 111: 1 e PROMICT REV,1ce0 Weo-PIY'h`8 With line Florida. 1 1 %: Building Cod. A=Ptnnce No 7 —e Z 01 • B Y M tt Comm MIAM1—DADE COUNTY P,E ANCHORS SPACING GEND TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUD—SET BLUE TAP TAPPER+ RE ANCHORFICATIONSHEET 14 C1� HV BLADE ONLY y1 A.iiiiioc.: ,611 ��R a. rice. �-__ 1r ✓A = I L I E C 0 11i 1:. \ FLORIDA BUILDING GULFSTREAM ALUMINUM AND SHUTTER CORPORATION CODE (High Veh (�12012 EASTERN METAL I BERTHA Accordion Sh F N� !J '•., /C( \V T .. �R�QP•'r.;: S\ //•��.pp•��.np••55• `v��4 °Ili `SPkI LCI�tvSr�ica+0%Herr TILLIT TESTING k ENGINEERING COMPANY 6355 N.W. 36th. Sl.. RD SU- 305, VIRGINIA WENS. nARE!A 33le Phone : (305)871-1530 . F..: (305)871-1531 6—mtil: 1Elee.®aal.eom EB-0006719 WALTER A. TIWi Jr. P. E FLORIDAuc. y sa1D7 (ASSA # 16) 3001 S-F_ GRAN PARK WAY STUART, �„ 34E87 PH (800) 244-4143 FAX (772) 287-9740 H.V. BADE 11 YI/ OR W/O H.V. SWI+ REV. NoI DESCRIPTION I D/ I OLD 06-314 03 15 3 3 q Hurricane Zor PLY, INC. W TM er System BLADE & H.V. BLADE I)— ev: F.P. A.G. DATE: 03/15/12 DRAWING No 12-085 ' � JUtlJI'tAl ti 1. ANCHORS TO WALL_ FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 1/4"O TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY ' I.T.W. BUILDEX W/ MINIMUM T14READED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & Ia. EXCEPTION:, SEE NOTE 2 BELOW. 2. ANCHORS 'To HOLLOW CEIUNG SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G-0.55 (N.D.5) -DOUGLAS FIR W/ G-0.50 (N.D.S.) -SPRUCE.PINE FIR NORTH W/ Ge0.43 (N.D.S.) -SPRUCE. PINE FIR SOUTH W/ G-0.36 (N.D.S.) -MIN. 1/2' COX PLYWOOD (1985 APA) 4. ANCHORSSHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. PRODUCT REVISED Aeapt0o00 No •HWI -0 -X-C `ACC EltpimtioI Date o 17 . or / MIAMI—BADE COUNTY P.E. C Hi '3LADE GR CIL H VV BLADE W/ Sa ADE WORKING IN UNISON+ lf� -�-- / 11LiEC.6.1AC. - e * TILUT ' TESTING & ENGINEERING COMPANY I1� DF ; 6385 N.W. 3E11h. St., Ste. 3D5, VERCW(4 G: ENS, I LORMA 33 loFt ' : c .�A Phone : (305)87 1 —1530 . FOX : (305)871-1531 a maEB ul0006®jgl.com ` 1` .n••A•�•n••• 4` 111 '41CSRl4apk�l/nnTc W LT TILUT Uf p E FLORIDA LIC.6 DA GULFSTREAM AL.UMmUM LND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL. 34997 PH (800) 244-4143 FAX (772) 287-9740 NG_CODE (High Velocity Hurricane Zone 02012 EASTERN METAL SUPPLY, INC, BERTHA HV TM Accordion Shutter System ADE L1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE 9 DRAWING No 12-085 MAXIMUM ANCHOR+ SPACING (in) SCHEDULE F FOR A GIVEN MAX SHUTTER SPAN, NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) MAXIMUM SPAN (ft) U B !EE3;TF=ATE SOUTHERN PINE No. 2 W MIN. G=0.55, DMIN G0.50W/ SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W1 MIN. G=0.35 B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V GATNE A.S.D. DESIGN LOAD (p6 30 40 6D 75 90 05 EGATIVE A.S.D. DESIGN LOAD (psf NECATNE AS.D. DESIGN LOAD (p 3® 40 60 75 90 105 30 14.0 60 75 90 105 3'-T OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0" 12 12 12 12 12 12 '12 12 12 12 12 12 12 12 12 12 12 12 5'-0" 12 12 12 12 12 12 12 12 12 12 12 7 2 12 12 12 12 1.5 10 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 9.5 8 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 12 12 12 12 12 12 12 12 12 12 10.5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 0. 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0" t2 12 12 12 1.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 6.5 11'-0" 12 12 12 12 10 8.5 12 12 11.5 9 T5 6,5 12 12 8 6 5 5 12'-0" 12 12 12 1.5 9,5 8 12 12 0. 8 7 6 12 11 7 6 5 4.5 13,-0" 12 12 12 10. 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 C5 5 4.5 4 14'-0" 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-O" 12 12 11 9 7.5 5 12 12 8 6.5 5.5 3.5 1.5 8.5 6 4.5 4 3 12 12 10.5 8.5 6.5 4 1.5 12 8 6 T5 3 11 r8 5.5 L4 1 3 1 - C1� HV BLADE ONLY PRODUCTREVISED - complym-with fh" Cl,rii jo EWlding Cb& AccepWc. No Z-0 2.3.0) Exp' Ian D'Jte 0 2 0 �- By cc Contra MIAMI-DADE COUNTY I P.E. + NOTES ON ANCHORS R 0 NREMENTS: WOOD 5UBSTRATF$,, I. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 P4 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2005 SPECIFICATIONS. 3, SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G-0.55 (N.D.S) -DOUGLAS FIR W/ 0-0.50 (N.D.$.) -SPRUCE PINE FIR NORTH W/ Gm0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ Gm0.36 (N.D.S,) -MIN. 1/2° COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTUR R. / 11 L E C 0 � N c. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Si-- 305. VIRGINN GARDENS, FLOPoDA 3316f Phore : (305)B71-1530 . For : (305)571-1531 o-me0: Wtoe 0-1-eom EB-0006719 WALTER A TILUT Jr. P. E. FLORIOA Lie. , 44167 FLORIDA BUILDING GULFSTRE-AM A 1jr4paim AND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (500) 244-4143 FAX 772 287-9740 ( ) CODE (Nigh Velocity Hurricane Zon ® 20122 EASTERN METAL SUPPLY, INC. p � �%� �� TM Accordion Shutter System HN, 61ADE 1 VI/ OR W/0 H.V. WINDOW BLADE & H.V. B1AOE Ot'SCRIPTION DATt o..m ev F.P./A.G. 1 0 06- 1 WORT DATE: 03/15/12 2 DRAWING No 1 L-08J 3 4 INSIALLAIION QUAILS ON EXISTING WOOD BUILDINGS FOR(1)HV &A& HV+ BLADES AS APPLICABLE MAX, SHUTTER -SPAN L+ OR L— FOR INSTALLATION INTO WOOD WITH HV BLADE n ONLY SHAU. BE LIMITEQ_MA.S.D. '-1/4"0 TAPCON OR SI - D F R I TIOBLADE T 28 FOR MAX ,TAPCON WITH ADVANCED WORKING 'THREADFORM TECHNOLOGY 1/4"0 TAPCON OR 'W/ 1 1 2- Min. PENETRATION / �TAPCON WITH ADVANCED OF THREADED AREA TO j THRFADFORM TECHNOLOGY 1 / I\ ;,• t, EXISTING WOOD HEADER. :4� W/ I 1/2" Min. PENETRATION (SEE SCHEDULE ON SHEET 16) OF TIN AREA TO [ MIN. SEPARATION I III 1 OR EXISTING WOOD HEADER, I TO CLASS (SEE -�2i aR� i.(SEE SCHEDULE ON SHEET 76) SCHEDULE CN S EET i I / v O Ir`- 12 FOR 1 E�1�i)AND" iJ- X�, 11, j \ 1 oR 1 B E E1/4"0-20x3/4" S.S. MACHINE SCREWS EXISTING ION $HEtW 1 4"- -� {R�jj1 )� / / 20 NUTS 72" O.C. +LASS g 6IADLS� --i 1 OR 1 S p WALL WA -LLi�l = I� FINISh! `:'1 FlNI$H Nm �DPTIONAL .I u .. \ EXISTING MIN. ;,'` WALL I I n I �2"xe'.W00D, I I FINISH I I ou R' �: OR \ II HEADER REOUiREO I I OR ®� 1 " EXISTING MIN. EXISTING I 2"x4" WOOD II 0 TAPCON OR GPI hurt SEPAfL1TlOry I I I u HEADER REQUIRED I I II TO CUSS (SEE I 1 ` "ri TAPCON WITH ADVANCED �CI�ULE ON .SHEEP - MIN. SEPARATION I { THREADFORM TECHNOLOGY 72 FOR BLADE 1 9 _ �_ TO CLASS I I 2`x4" CONi. SILL }1 '� W/ 1 1/2' Min. PENETRATION I Exlsntuc PLATE REO'D. �i BLADFS(1 & 1A I CLASS-'i (ON SHEETD12) I MDWOTH OFOAREA 0 WOOD PLATE. ' (SEE SCHEDULE ON SHEET 16) HV WALL: HEADER INSTAL ATION ON HV WALL HEADER INSTA I ATI011 OO HV WALL SILL INSTALLATION EXISTING -Y-- MIN, SEPARATION �- MIN, SEPARATION CLASS MIN. SEPARATION d I �i TO GLASS - I 1 ) TO GLASS I I I I TO GLASS I I I I 2'x4`DO"T. I I EXISTING (SEE SCHEDULE-' 1 (SEE SCHEDULE I 1 WOOD PLATE SCHEDULE 1 I G�/'II ON SHEET 12 I I EXISTING' ON SHEET 12) REG'D. ON SHEET 12). I I : D ) I I I K GLASS- c I I I I I< 1 I s' I 1/4"0-20x3/4` S.S. I I I I\ 9 1/4"0-20x3/x" S,S. I �, MACHINE SCREWS W/ a MACHINE SCREWS I \ WALL I 1/4"-20 NUTS 0 I 1 USING 1/4"-20 NUTS I• I "� FINISH II I I 12'0.C, d ® 12" O.C. 1 I 1 OR 18 �l ; r.:,• 1 ORO 1 g15 1 1 1 l 1 WOOD PLATE _ EO EO w 1 I OR ® REO'D. 1 1 T^4 I --Ea- �E.- ` " - 1/4%TAPCON OR �k• I 1°Min.L- 1 Min. I TAPCON WITH ADVANCED II� i V 1 1/4"0 TAPCON OR , 1 I �- TAPCON WITH ADVANCED II _ THREADFORM TECHNOLOGY / I TAPCON WITH ADVANCED I \ I/1`6 TAPCON OR 1 W'/ 1/2" Min. PENETRATION OF THREADFORM TECHNOLOGY ��' 1 2"x4" CON7. THREADFORM TECHNOLOGY THREADED AREA INTO PLYWOOD. W/ 1/2° Min. PENETRATION OF I -SEE SHEET 4 FOR TYPICAL SILL PLATE 1 ' 1 (SEE SCHEDULE ON $HEFT 16 SHUTTER ASSEMBLY. V!i 1 1/2" Min. PENETRATION EXISTING MIN. 2"x4' STUDS THREADED AREA INTO PLYWOOD. 2-MOUNTING SECTIONS CAN BE REO'D. _'WALL OF THREADED AREA �-1/2" MIN. COX PLYWOOD RED'[]. 0 16' O.C. MAX. REO'D. (SEE SCHEDULE ON SHEET 16) COMBINED IN ANY WAY TO � ' ';:r�l FINISH MIDIWDTH OF WOOD PLATE. PLYWOOD TO BE ATTACHED TO 1/2' MIN. CDX WALL FINISH SUIT ANY INSTALLATION. (SEE SCHEDULE ON SHEEP 16) LEXISTING MIN. 2`x4' STUDS ® I6` O.C. MAX. REO'D. STUDS IN ACCORDANCE WITH PLYW000 REO'D. PLYWWITH S0 TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. HV WALL CII I INSTALLATION ©WITH SECTION 2322 OF THE F.B.C. O SEE LIM���,ATIONS OF USE OF HV WALL SILL !NSTA 1 Arinu ®HV WA I sn I wcrel INSTALLATION- SLADE Q"y ON SHEET 28 / FLORIDA BUILDING CODE (High Velocity Hurricane Zone I�ttcctfftt//irr�2012 EASTERN METAL SUPPLY, INC, t TyT� � �» © PxonucrteEvlsBo e�`a4111e A. Tit �c t•_v9 OULFSTREAM ALUMINUM BER1!'B° -HV.,. m complying will: tRe flood , , r / A ' _ __ h 1_ _ _�.�. _ .. n` ... _. _ . BO ling Code _ 1BL E C O me � AND SPLUTTER CORPORATION ICCOrLilon lJhuftCr ISyste ActxptOncn at 2-0323.0� < H.V, BLADE 11 W1 OR W/0 H.V. WIN00YY BLADE & H.V. BLADE o71 Date EV, No DESCRIPTION GATE /7 ) /7 : * ` / Tk TILIJT TESTING ENGINEERING COMPANY °SSA 16 Drown nr F.P./A.G. BY 1 y : 6355 N.W. 36th. 5L. Ste. 305, NRGINIA GARDENS, FLORIDA 3318 3001 S.E. GRAN PARK WAY I OLD 06-319 03 15 12 D.ATE: D3/15/12 =3 uct Convot �� Phone : (305)871-1530 . Fax 305 871-1531 2 �ORIOP; r.. , o a-m0E 0006oeo6com STUART, FL. 34997 ,11 ®-000s7ls 3 DRANG No 12W1085 `>si�/••-'•'�••�� t1t WALTER A Trt11T Jr. P. E. PH (800) 244-4143 FAX (772) =87-9i40 4 MIAMI—DADE COUNTY P.E. S fFr (DATE FLORIDA U.. � 44167 5 SHEET 6 IS OF 1A TUBE TO EXISTING—u LOCATE LAG SCREWS AT GLASS B� HEADER REO'O MIN. SEPARATION I I I 1 MIDWIDTH OF EXISTING WOOD F TO GLASS I I OPEN HOLE AT EACHJ, MEMBER, (2' Min. NOMINAL WIDTH) B - (SEE SCHEDULE ON SHEET 12) I I I EXISTING STUD TO ACCEPT -j W/ 2" Min, PENETRATION OF GLASS--! �. 5/16"0 LAG SCREW I ! THREADED AREA, VALID FOR wN AT CENTER OF TUBE. 2 INSTALLATIONS LNTN 72 pat MAX, A,S,D. DESIGN LOAD AND To MASS (SE I ! W-0" MAX. SPAN, THIS biV WALL_ HEAD L? INSTALLATION -1 s�u+s>+EEr I mLSEE N INSTALLATION IS ONLY VALID 11ON � 211 I ry EXISTING -I SDtMULE 01 Sfi�fr, I I I FOR WOOD W/ MIN. SPECIFIC i mA0 5Qk Qa GLASS--1 1� � DE I I GPAVITY OF 0,50 AS DOUGL4S OR EQUAL. SOUTHERN PINE No. 2. SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 1 OR 1�• tN/OrSQ&LD.7 I 1 ! -O OR OR EQUAL. 2-MOUNTING SECTIONS CAN BE COMBINED MIN. SEPARATION 70 GLASS EXISTING (SEE SCHEDULE ON SHEET 12) GLASS --I 3 ' ( 8 G WALL' I g FNISH/ �\ ... ...: " . 1'-1 g81 TONV CEILING INSTALLATION ATION O HV CEILING INSTALLATION Tl ma gmgm -I S, Q(9(@��.T I I 1 OR ®� I MIN. SEPARATION I I I EXISTING 1 12 FORBADEE I I � TO GLASS --I(SEE SCHEDULE I I I GLASS \\!ON ® I ON SHEET 12)iANCHOR I 1 I 1 III I I I I \ 1/4" i LOCATION ©� •-�--. I I 3/e w R. 010x3/4" HEX EXISTING I GLASS—j G I I ! I I MIN. W000 Max. I WASHER HEAD TEK I _2"x6" i DECK REQUIRED 2°z6" MIN. WOOD SCREWS ® 12' o.c i (NO FIFIISH ALLOWED) 13 DR© DECK REQUIRED (NO !� FINISH ALLOWED) _ EDGE OF DECK -1/4"0-20x3/4" S.S. EDGE OF DECK 2" 1" -- IF APPLICABLE 1/q m IAPCON OR I. PHILLIPS TRUSS HEAD IF APPLICABLE 1/4"0 F.H. TAPCON OR ]rR TAPCON WITH ADVANCED Min. MACHINE SCREWS �1GE_-- F.H:TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS 2' MIN. OF - F.H.,TAPCON TECHNOLOGY T. W/ 1 1/2" Min. PENETRATION ® 12" D.C. 2 MIN. pECK IF / TH2Min, PENETRATION PLATEOF THREADED AREA ®1/4"D TAPCON OR TAPCON WITH ADVANCED THREaOFORM TECHNOLOGY APPLICABLE 2" MIN: - OF THREADD. - MIDIWDTY. OF WOOD PLATE. W/ 1/2" Min. PENETRATION OF THREADED AAEA INTO WOOD pECK. MIDWIDTH OF WOOD PLATE. i f (SEE SCHEDULE ON SHEET 17) (SEE SCHEDULE ON SHEET 16) O SEE UMrtgTIONS CF USE OF (SEE SCHEDULE ON SHEET 16) 1� �O HV WALL SILL INST LI ATION BLADE ®ON SHEEP 28 �X .BY WA K—OVER INSTAL I ennnl ® lk 77a� ®WV FLQDR INSTAL. ATIQN FLDRIDA BUILDING CODE (Nigh Velocity 19urricane Zone E711( /!} ��S' @ 2012 EASTERN METAL SUPPLY, INC. qi pN.......,. PRODUCT REVISED �; .y � r E�;' �'' ✓ '� C ns ODUCT ,vial E Florid:: � '��e ; raULFSTREAM ALUMINUM BE4TH H TM .. Bopdiog CAlae . 11 ! /'P ascep[m c-No Z-osZ"".� 1 / a®���-.I oo,Nc. \ •'•t�+�w:; .'�.'CR v;Vri'eFYRi+►�]Vni Arr'.nrrlion,SS'}�Utter.S'veteAm H.V.BLADE 1 W •• •••y / (ASSA # 16)/ OR W/O HN. WINDOW BLADE $ H.V. BLADE By �. >s $rA� OF TILUT TESTING & ENGINEERING COMPANY REV. N DESCRIPTION DATE Dn,nn Fr. F.P, A.c. ctControl iy'.c. r AA 6305 N.W. 3fiN. SL, SW 305. W7GINu GARDENS, FLORIDA 3316 3001 S.E. GRAN PARK WAY I OLD 06-314 03 15 12 DATE: 03/15/12 •., Phone : (30,5)871-1530 . Fmx : (305)671-1531 .......... ''Cv�11¢ a-.01!: 6llaco®col.cam STUART, FL 349/437 2 �1pJAl � ; iti E6-0006718 3 DRAWING No a WALTER A. TILUT ar, P. E. PH (800) 244-4143 FAX a ® MIAMI-DADE COUNTY P.E. SE��75F 11�URE/PLATE FLORIDA U., g 4a1e7 (772j 267-9740 1 L—OSJ f o�®� II II II �' 2 ' - . ALTEaNATE 34 � lAC4nON i - HDA-NVA '- XQV6-JHIOD� - v XYB-NDB .i � - ✓f, ii -HVC-NDC - I O C- C J r'• ALTERNA 34 LOCA I / a V, O HVE-HII 3: _ SEE END 11 CONNECTION DETAILS ON— c D EE r c ; SHEET 24 - - TYP. FULL _ UNu T p vnotH HEIGHT. g OR ' 15o 0+(5 TYPICAL ,Q HV BLADE SHUTTER ELEVATION N.T.S. A.•Tl(�ij - PRODUCT REVISED �III�,P��� oll ; y ENSF ••,• - . Buildng Cad. Aecepleuce Na a�DatdW7 :7 =DOd MIAMI—DADE COUNTY I U�IAL �Nv P.E. SEA17/1MMURE, * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITION # 1: ONE (3 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, (31 OR Ip)-1So AND AT ANY ELEVATION. (34 H.D. LOCK MAY BE USED AS AN INSID OR UTSIDE LOCK, ATTACHED Ti:(gii HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS (5 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION #2: LOCATION OF O H,D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". AB H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", 34 H.D. LOCK SHALL BE.INSTALLED AT MID HEIGHT OF SHUTTER. �IILIEC®,Nc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 306, VIRGINIA GARDENS, FLORIDA 33 111 Ph— : (305)871-1530 . Fax : (305)871-1531 11 "man: Dlte-aaal.cam E9-0006719 WALTER A. TILUT Jr. P. E. ITC FLORIDA U.. # 44167 FLORIDA BUILDING CODE_(High Velocity Hurricane Yon GULFSTREAM ALUMINUM I,ND SHUTTER CORPORATION (AsSA # 16) 3001 S.E. GRAN PARK WAY STUARL FL 34997 PH (800) 244-4143 FAX (772) 287-9740 C 2012 EASTERN METAL SUPPLY, INC. BERTHA HV Th1 Accordion Shutter System H.V. BLADE1 W/ OR w/O H.V. WIND04i BLADE & H.V. BLADE EY. Nc DESCRIPTION DATE Dman 1 OLD 06-314 03 15 1P DATE: 03/15/12 a DRAWING No 1 2-085 4 'ram CONCRETE 1 REOUIREO CONCRETE SEE SCHEDULE SHEET 26) ANCHORS ON t / " -20x3 // 4 6 4' S.S. MACHINE SCREWS USING 1/4"-20 NUTS m 6' O.C. POURED CONCRETE / 7" -I MR.r REQUIRED OPTIONAL III I I 1178 _ MUI. SEPARATION I TO GLASS (SEE SCHEDULE ON ' 1 i 2 ET IXSHE251 1 I I I I GLASS \ I GLASS I ®�►AI L f�EADER INSTALLATION IXGIRANc.S__� INN EEPXUn0 Ili �. TO GLASS I I i- CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) EDGE OF SLAB IF APPUCABLE E i E I ry i It EXISTING I I Ii i I i MIN SEPGI.ARATION ' TO t (SEE SCHEDULE ON L SHEET 25) I I 2 i HD CEILING INSTALLATION REQUIRED k' ­MtUOLt UN SHEET 26) ® HD TRENCH INSTALLATION I LAN SEPARATION 1 MIN. SEPARATION I I TO DlASL (SEE SHEET' 25 oil I I I ' ' / j Jt /SLAB J/ fl/��%J I : EDDE OF IF APPUCABLE IX, POURED GONCRETEJ REQUIRED / `_� e� D.• HEAD CONCRETE ANCHORS —FLAT (SEE SCHEDULE ON SHEET 26) ® HD WALK —OVER INSTA I TION (SEE SCHEDULE ON ' I 1 - (sEE sI31EDULE ox - I L/ 1a GLASS i ' I Q SHEET 251 I. I EXISTING -,; �� 15) I -'I(SEE SCHEDULE ON ; I 1 I I I SHEET 25) I 1 I GLASS I i EXISTING 11 ; 10 III I i CIAS ' OPTIONAL i 1 i i I s I ALTERNATE I i II 11 I t . OPTIONAL! �T I I #14x3/4' HEX i ANCHOR I I •' I I 1 ! I I{ I I WASHER HEAD LOCATION I I I I #14x3/4" HEX WASHER u I I I I I lr i TEK SCREWS I I x 1 HEAD TIX SCREWS 'J / _--� 15 8 `I 5 m 6" O.C. @ CONCRETE ANCHORS w #14x3/4" HEX HEPD—J' © + 7 (SEE SCHEDULE ON TEK SCREWS ® 3" O.C. I SHEET 26) f EO �EO OR i/4'NUT S.S. M.S. --� CONCRETE ANCHORS EDGE OF ` W/ NUT ®3" O.C. / 1" / EDGE OF ' /— (SEE SCHEDULE ON SLAB B O I t 2" /J MN t/4"0- TRUSS HEAD I / SHEET 26) H APPLICABLE EO E% /� J SLAB IF 6 ,1- � PHIWPS TRUSS HEAD ------ ---- /` J//` A PUCA LE ' L�ONCRETE ANCHORS MACHINE SCREWS I I POURED —, USING 1/4"-2000NCRETE � POURED CONCRETE (SEE SCHEDULE ON NUTS a 6' O.C. a' 1 /Bf j/ / EDGE OF REQUIRED E. 0.• E. D,+ WALL REO'D. SHEET 26)� SLAG IF _ / E APPLICABLE HD MTALL SILL INSTALLATION 1 •• GC HD FLOOR INSTALLATION POURED CONCRETE REQUIRED H _ RAINGUARD INSTALLATION NOTE FOR COMBINATION OF cECT10NC 1- SEE SHEET 21 FOR TTPtCAL SHUTTER ASSEMBLY. • E. D. = EDGE DISTANCE _ 27 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALIARON. (SEE SPECIFicAn' NS ON SHEET 26) INSTALLATION DETAILS W/ HV BLADE - SCALE: 3/8"=1" FLORIDA BUILDING CODE (High Velocity Hurricane ZDne PRODUCT RCVISED L11 111 P��`•,•••••'•••"•J e3 ©2012 EASTERN METAL SUPPLY, INC. �cOmplying with Eno Flonll:. �` JpENs�c .��'� ' GULFSTREAM ALUMINUM 9ERT! ■A HV Tics Building InoceNot? TATE % Accordion Shutter System ActzptDncc No Z-o323.01v $ ! ' � L' � t► � 1 N c . AND SHUTTER; CORPORATION'onD.W '17 (ASSA # 16) E J1 W/ OR W/0 H.V. W114MVI BLADE& H.V. BLADE _:' Iv TILLIT TESTING & ENGINEERING COMPANY He DESCRIPTION DATE F.P. AG. BMnmu UCLCunlrol Bpy ,v11 6355 N.W. 36Lh SL" SW 305, NRGWIA GARDENS. RDROA 3316 3001 S.E. GRAN PARK WAY 1 OLD 06-314 03 15 12 DATE: 03/15/12 Phone : (305)B71-1530 . Fox : (305)871-1531 2 � 111 a —moil: t0®O tecoOl.com STUART. FL 34997 EB-OD06719 3 DRAWING No S�ONAI.E�l 12-085 '� ���i�aiA,,�� WAITER A 71LLIT J, P. E. PH (800) 244-4143 FAX (772) 257-9740 ° MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Li.. � 44167G ��r =C, IGNV WAI..1., I.VNNCI.:IIUN UGIAILI VN bHLLI L4 OUT 9D IN �/—EXISTNG GLASS INSTALLATION O O O lO *SEE NOTES ON LOCKING RODS 3®& HD LOCKS ON SHEET 21 \�J N V B LA ® E I 9 OR $ OR 6 + % OR SEE END WALL CONNECTION iIDETAILS ON SHEET 24—' �— EXISTING GLASS L--- ---.-------.-.------L ..---_— ,o I (6063-Tfi ALLOY) ALUM. .! 1/2' ANGLE W/ (2) 1/4'e -' - '1 35 * 35 7APCON ANCHORS TO $14 x 3/4" S.M.S. ® 12" t MIN. SEPARATION (OPTIONAL)L]�q�.r- CONCRc7E (TOP��80TTOM) F O.C. + TO GLASS (4) H.V. � (OPTIONAL) A (4) y;4x1/2' S.M.S. I // ' (SEE SCHEDULE PINS (TYP.) �N ' 33 TO TUBE AT EACH ! ON SHEET 25 —III 4 H.V. ANGLE. (TYP) .. rJ / / I1 ) / h� ( ) c u LLLI\ 45/B" 61/2" PINS (TYP.) r O HVA—HDA 20 .-/ OROOR1:� f%EXISTING GLASS MIN. SEPARATION TO GLASS I N C (SEE SCHEDULE ON SHEET 25) . OUT 6 1/2" MAX. HVD-HDD ' ns complying with the FTniido - Building Cude Accep4vtcc �/ r-I Tan Dnte hlimni v Control MIAMI-DADE COUNTY P.E. SEAT --'�7--- —_—I 4--t )R 32 ' 33 ' 31 GR 32 I OR 32 4 35 (OPTIONAL) HVB—HDB O U T SYMMETRICAL HD CENTERMATES W/ 6�! LOCK (EXTERIOR) HORS 16, O.C. —� 1 (o=noNi1L) HVC—HDC SYMMETRICAL HD CENTERMATES W/ LOCK (INTERIOR) /---'@l OR ® OR © + OOR HVE-HQE �-POURED CONCRETE OR CONCRETE BLOCK WALL � REQUIRED FLORIDA BUILDING CODE (High Velocity Hurricane Zor !� T © 2012 EASTERN METAL SUPPLY, INC. —. QsULFSTREAM ALUMINUM BERTHA NV TM * 11 L I E C Ome. \ AND SHUTTER CORPORATION Accordion Shutter System S ° (ASSA W 16; .V. BLADE J1 W/ OR W/0 H.V. WINDOW BLADE & H.V. BLADE E OF ;' ys ���41oe� TILLIT TESTING & ENGINEERING COMPANY REV. N DESCRIPTION DATE Drown b : �'-"`� -1 EMS KW. 3Btk SL, Ste. 305. NRGWIA GIRDEPIS, FLORIOA 3318 3001 S.E. GRAN PARK WAY I OLD 06-314 03 15 12 DATE; 03/15/12 .,rtYQ• Ph... : (305)871-1530 . Fax : (305)871-1531 STUART. FL 34y97 4 DRAWING No A ,�j1�111 WPLTEREAUI�W ®Jr! P. E. PH (800) 244-4143 FAX (772) 287-9740 2-D85 JATURE/DATE FLORIDA Uc. ) aa167 6 SHEET 6 23 DF 28 (LOCATE AT EITHER SIDE i 6 OFIQ) 1 0140/2" S.M.S, 0 16' O.C. POURED CONCRETE OR / t POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL / OR CONCRETE OR CONCRETE / REQUIRED ! BLOCK WALL REQUIRED BLOCK WALL REQUIRED f / /'—EXISTING GLASS / EEXISTINC GLASS / �EXISITNC GLASS -S -2" MIN. '7 � / j -� j -/ / MI< j MIN. SEPARATION 1/16'x3' MAX. / MIN SEPARATION . SEPARATION GLASS f TO GLASS (6063-T6 CONT. TO GLASS (SEE SCHEDULE ) SEE SCHEDULE (SEE SCHEDULE ON SHEET 25 ALUM. CLOSER (ON SHEET 25) / \ ON SHEET 25) 1/2^ PLATE. (LOCATE 1/2" AT EITHER OMIN SIDE F \ I r o) I 1 #140/2" S.M.S I •USE 1' OR 2' MAX. ® 16' Q.C. ------ (AS APPUCABLE)xVxi/8"xO'-2" ` ALUMINUM CUP ANGLE �1 4 \ / (6063-T6 ALLOY) AT MIDHEIGHT I\, i ¢ \ / j (1) ®14x1/2" ro®& (2)1/4`0 TAPCONSNS ANCHORS TO SEE DETAIL X FO © WALL AT 1" O.C. (LOCATE AT % � SIDE CONNECTION ) SEE DETAIL X FOR ® EITHER SIDE OF®) TO TRACKS / — SIDE CONNECTION SEE DETAIL X FOP-j i �1' n 2� i--� TO TRACKS I T•i: 1 OR OR I t] 1+ OR OR END CONNECTION DETAIL 10 /. -- POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED— / EXISTING GLASS / MIN. SEPARATION 1 TO GLASS j CONCRETE (SEE SCHEDULE ANCHOR - ON SHEET 25) / O.C. 1/2" MIN. 2 MIN. \O OR ® OR I t1 1+ OR ENDEND CONNECTION DETAIL 55 (LOCK WALL REQUIRED E— XISTING GLASS IT -( MIN.. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) O+OOR® OR ®+ © OR Q+ ®R®OR®+ Q OR SIDE TO TR TRACKS `® tOOR®OR@ + (3 OR END CONNECTION DETAI 20 END CONNECTION DETAIL 0 END CONNECTION DETAIL REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR RCONCRETE EQUIRED BLOCK WALL EXISTING GLASS >P 14 /2' S.M.S. Y ' L------- ® 6O.C. MIN. SEPARATION a TO GLASS ______ CONCRETiv E 1/2" MIN (SEE SCHEDULE _, ------------ ANCHOR ® ON SHEET 25) 4Z 12° O.C. l , 2" 1—_-----�----. A. TIQ�,p.. I PRODUCrREVISED �Q ,r'`C.ENSC '•. < ac c°npiyin6 wim the r'lwide V Baildive Coda Act>rphllaarm Z-o Z .c 1 Expi nDutce L Lcl7 ,G �L M6-65 I Dad duce Canuol % �O ' STATE OF C °L MIAMI-DADE COUNTY IP.E. XDOR ®OR Q L PLAN VIEW Y DETAIL X END INSTALLATION �U°R.UOR�+(%IOR (� HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. LION DETAIL, © FLORIDA BUILDING CODE (High Velocity Hurricane Zon © 2012 EASTERN METAL SUPPLY, INC. 'z GULFSTREAM ALUMINUM 13EK4HA HV TM L I E C 0 1 N e. \ AND SHUTTER CORPORATION Accordion Shutter System * 3 (ASSA y 16) '-V. BLADE #1 W/ OR W/O N.V. WINDOW BLADE & H.V. BLADE TILLIT TESTING & ENGINEERING COMPANY REV. No DESCRIPTION DATE ;_ hv: F.P./AG. v 6355 N.W. 361A. SL. Sl.. 305. VIRGWIA GAROEM FLORA 3316 3001 S.E. GRAN PARK WAY 1 OLD 06- 114 03 15 12 DATE: 03/t5/t2 \A Phona : (305)671-1530 . Fax : (305)671-1531 p 111 o—man: edl—C-L.— STUART, FL 34.997 DRAWING NO EB-000671E 3 WALTER TILLIT Jr. P. E. PH (800) 244-4143 FAX (772) 287-9740 4 12-055 ,ATC FLORIDAORIUc P 44167 OR© MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) * INSTALLATIONS W/ SYMMETRICAL - W/ ONE HD 4 LOCK & NO W� 31 OR NO LOCKING DS 35 • 'MAXIMUM _ A.S.D. DESIGN LOAD (P.S.f.) (+ OR —) POURED CONCRETE INSTALLATIONS ALL MOUNTING CONDITIONS L + (x) D OR LESS 15'-5" 35 - 14'-10" 18'-0" 40 14'-4° 17'-10' 45. IF-1 1- 17'-6" 50 13,-6" 17'-0" 55 13'-3" 16'-10" 60 12'-11" 16 —2 65 •70 12'-6' 14'-11" 75 12'-3' 80 12,-0" 85' 11'-10" 13 —7 90 11'-6' 13'-2" 95 IV-3° 12'-10" 100 10,-6" 12'-6" 105 10'-0' 12'-2' 110- 9'-6" 11'-11" 120 6'-9° 11'-5° 125 130 — 10'-11' 145 — 10'-4' 150 . _ — 10'-2" •155 — 10'-0' 160 - g•_10^ 165 170. - 9•-7• 175 — g,_5" 180 185 190 195 PRODUCI'REVISM 9 Building ng Codo _ MIAMI-DADE COUNTY IP.E. * NOTES, (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D, DESIGN LOAD. L—: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEIUNG: GIVEN A POSITIVE A.S.O. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L—' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND 'L—'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: DETERMINE: Lt+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE ".D. DESIGN LOAD: DETERMINE: LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2—= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'LI+', "L2+", "L1—' AND 'L2—" (4) GO TO ANCHOR SC14FOULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. (2) H Y BLADE ONLY J�ENSF.. ✓� �F>✓ 11 4�, i f.. (OR10f\7 G ` I PS/ 0NA1-Y/Qrl L/I M /QICAIATI IDr /n ATr IILIECCi�N�. \ TILLIT TESTING & ENGINEERING COMPANY 6365 N.W. 36th. SL, St. 305, V iGOJ M GDQ¢, FLORIDA JJ Phona ; (305)871— 30 . IG.M.—:(305)871-1531 a EB_0006719 WALTER A. T1LLR Jr. P. E. FLORIDA Uc. 1 44167 • SEPARATION TO GIASS REQUIREMENTS MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3'. INSTALL_ ATION 4EcND SUBSTRATE POURED GONCREfE M0UNIING$ (SHEER 22) WALL MOUNTING AA & EE FLOOR/CEILING BB, CC, ❑D, MOUNTING FF & GG FLORIDA BUILDING GULFSTREAM ALUMINUM NND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART. FL. 34997 PH (BOO) 244-4143 FAX (772) 287-9740 CODE (High Velocity Hurricane Zon © 2012 EASTERN METAL SUPPLY, INC. BERTH k HV TM Accordion Shutter System N.V. BLADE I W/ OR W 0 N.Y. WINDOW BLADE & H.Y. BIADE EY. Na DESCRIPTION DATE pew" . F. A .PG. I OLD 05-314 03 15 12 DATE: 03/15/12 2 DRAWING No 12-085 L ANCHORS SPACING LEGEND MAXIMUM ANCHOR* SPACING (in ) SCHEDULE FORA GIVEN 1/4'e TAPOON - MAX. SHUTTER SPAN. MAXIMUM A c n DESIGN LOAD AND A 5/16'o TAPOON XL CORRESPONDING MOUNTING TYPE FOR ATIONS CONCR INSTALLATIONS POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THRU (SHEET 22 GGS( SPAN ) (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,_9" 8 4 1/2" 3 1/2" — OR LESS 12" 8" 6" 4" 3 3/4" >8'-9.1 6" 3 1/2" 3" UP TO 12'-1" 10" 6" 4" 4" _ >12'-1" 4., 3 1/2" UP TO 18'-0" 7 1/2" 5 1/2" 4" .. ' -, I PRODUCT REVISED 05 wmrdYi- 4th the Flor(du Building Code Acccptanw No Z- 0;23• o E:tpim Tort Date I Av o� I% _ Mtami Dad uct Control MIAMI-DADE COUNTY P.E. + NONZ 'F VAUD ONLY FOR UP TO 10'-0' SPAN 'SPECIFICATIONS ON ANCHOR R nl IREMENTS: POURED CONCR T CIIRCTRATC (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min. Pc = 3192 psi) — 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". A.2) TO EXISTING POURED CONCRETE: (Min. Vc = 2899 psi) — 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16" TAPCON XL ANCHORS IS 2 1/4". A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (8) ANCHORS SHALL BE INSTALLED FOLLOWING A.L OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIMUM REQUIRED DGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/16.0 TAPCON XL. () HV BLADE ONLY GEN.§r - IILIEC O mc. \ �ti *� $/T OF :' CC- ``� TIWT TESTING &ENGINEERING COMPANY 635 36: F� `SIONAL Phone(305)571-1530 . Fee:(3051 )B71-531 a—maE9-00006719ol.wm �sillllllr% ...... WALTER A TILLR Jr. P. E. �I /CICMATi1Dc/n ATr FLORIDA Uc. P 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zor © 2012 EASTERN METAL SUPPLY. INC. GULFSTREAM ALUMINUM BERTHA HV TM I�ND SHUTTER CORIPORATION Accordion Shutter System (ASSA # 16) H.V. BLADE $1 W/ OR W 0 H.V. WINDOW BLADE & H.Y. BLADE EV. No DESCRIPTION I DATE Dr try: F,P,/A.G. 3001 S.E. GRAN PARK WAY 1 OLD 06-314 03 15 12 DATE: 03/15/12 STUART, FL. 34997 x s DRAWING No PH (800) 244-4143 FAX (772) 287-9740 4 2085 1 12" MIN. CL EARAACE TO BLADE TOO EDGE . -I BLADE'S KNUCKLES UEQ,6 �P)4 I I_ FLAT PORTION i` f�OF BLADE HV WINDOW BLADE . 18715" 0625�4 Lt- I 1 — _ �•\ HV WINDOW I I I IW %1 I t 5 3/4" l I ON CENTERS 2 7/8" LAIN.CLEAR I I ± 2 SEPARATION I LFAR4" BETWEEN I I BETWEEN -------------r-'------- I ) 1 1875" 1 ------------- In.0625" VOLJ EXTERIOR o625 t 0625" SECTION X—X SCALE: 1" = 1" POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). GS I .. I TABS .0625" SECTION Y I SCALE: 1" = 1" I�I 12' MIN. cLFARAMCE' TO BLADE BOTTTM EDGE NSCALE: 3/8"=1" EXTERIOR ELEVATION SCALE: 1" = 1" TYPICAL HV WINDOW BLADE 1 AND POLYCARBONATE HV WINDOW DETAIL �a FLORIDA BUILDING CODE (High Velocity Hurricane Zone, ° � ' ��✓ © 2012 EASTERN METAL SUPPLY, INC. PRonucrRevlsl D �° s� �CENSF'•.'Q Q GULFSTREAM ALUMINUM BERTHA HV TM D complying lvilh Ow Florid.. / Duildmg CodO '� N �,. (: (9 �N�, AND SHUTTER CORPORATION Accordion Shutter System Aaxpinnec No Z-o32T-o/2L H.V. BLADE 1 W' OP, W/O H.V. WINDOW BLADE & H.V. BLADE E10 1ianDlYce !7 3 (ASSA 16) } TILLIT TESTING & ENGINEERING COMPANY REV. 11. DESCRIPTION DATE Dr— by. F.P./A.G. By � f y ��r B355 N.W. 3cw. SL, St.. 3D5, vmcwy CAROMS, FLORIDA 331e 3001 S.E. GRAN PARK WAY 1 OLD 06-314 03 15 12 DATE: 03!t5/t2 ,D ud Co.,O Ph...: (305)871-1530 . Fn.: (305)871-1531 z •g �yy�DNAl��6o wALTER0 0006�T719 P E. STUART, FL 34:a97 4 DRAINING No a r DId PH (800) 244-4143 FAX (772) 287-9740 12-085 MIAMI-DADE COUNTY P.E. SEAL'fi �ATURE/DATE FLORIDA U.. # 44167 S SHEET POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD PAYER s� D0uvA1rvE REFERENCE NATER& / =ENCE PLAM 1 AWKROL011 3103 LIXM Im RMN SPECIFICGRAVITYASTM M HANI A D792 0.04.3 Ib/in' 0.043 lb/in' TENSILE YIELD STRENGTH ASTM D638 9.400 p.s.t. 9,500 P.s.i. FLEXURAL STRENGTH AT YIELD ASTM 0790 12.500 p.s.l. 13,400 P.S.I. FLEXURAL MODULUS ASTM D790 340.000 P.s.i. 345.000 P.s.i. IMPACT: NOTCHED IZOD FIRE BURNING CHARACTF•RIrnCS ASTM D256 ASTM D2843 18 FT-Ib/in 47.2 % 17 FT-lb/in 64.5 % LMX SMOKE DENSITY RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS SELF IGNITION ASTM 01929 1040 'F 980 'F WEATHERING; ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.L. 8840 P.S.I. TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.3.L. 8880 p.s.t. ` EXISTING GLASS ------------ Z-------- ZM EfRICAL®CENTERMATES (21 / 2 OR E AND W/O (BE NOTE 4 ABOVE) 1 � 1 no�I,r� oryl55h w eamplyiRglvith the Flab& Building Cade AcoeprrmOe No ) Z-o3Z3.01 P.>�im nDnteo�$ .2.0/7 � ott onlrol 1M I� IT I I� ea aaae e9e e a 9 e a a a SEE PLAN FUIi htDU1.wA"13J � YP TOP & BOTTOM W Z@onaon0*OO) WIO ELEVATION AWN. SEPARATION 10 CLASS (SEE SQiEDME ON SHEET 12 FOR MADE® I AND OPI SHEER 78 FOR BLADES m & PLAN UNISON WITH No, 44`i6 MIAMI—DADE COUNTY I P.E. TIWT TESTING & ENGINEERING COMPANY E355 N.W. 36Ih. SL. Sta 305. MRGBAA GMU04r, FLORIDA 331 Phone : (305)871-1530 . Fa : (305)871-1531 _eII: tnle a_I._ EB-0006718 WALTER A TILUT Jr. P. E. FLORIDA Ue. j 44167 ^+ GENERAL IMITATIONS AND CONDITIONS OF USE FOR BERTHA UNIRQ .I2 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110, - 110 p.e.f. 2. MAX. SHUTTER SPAN: 96". 3. ALLOWED MOUNTINGS: A. D. G & H ON SHEETS 8, 7; AS WELL AS �MMOUNRNGS M. 0, T. U(2M&�E'fWR�12ON SHEETS 18 & 19. MATES OR LAYOUT, 5 MUST BE INCLUDED ONLOPPY AT O N E)MR O�ACT. IN 5 SE EOFWITH 21 NG CENTERMA 5. (A) HV WINDOW BLADE 1� SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3.0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 27, (8) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF KV WINDOW BLADE to OF ANY 3"0 HOLE FOR 44 SHALL BE 12", (C) FIRST OR LPAT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (D) HV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID HV BLADED THROUGHOUT SHUTTER'S WIDTH. (E) CEN7ERMA7E5 SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID NV BLADE OI AT M. SIDE OF THEM. THEPPl1ERI0Y'ARR OF THE OPENIBONATE HV ONOG BEING PROTECTED. Iff WINDOBE INSTALLED . W 44 MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVID D BY ASSA INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUIL13INGS ON SHEET 16, AS UMFFED 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 70 GLASS SCHEDULE SHUTTER SPAN MINIMUM SEPARATION TO GLASS 96" Maz. 1 5' t�llmlhlffibam ABOVE) 21 \, iaarsar � 21 TI FLORIDA BUILDING CODE (High Velocity Hurricane Zon @2012 EASTERN p METAL SUPPLY, INC. GULFSTREAM ALUMINUM I WD SHUTTER CORPORATION (ASSA 16} TM L%'VV1 U1V11 011u LLLd1 U.y OLL,lu H.V. BLADE #I W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE REV. N. DESCRIPTION DATE Drawnby., F.P./A.G. 3001 S.E. GRAN PARK WAY 1 OLD 06-314 03 16 12 DATE: 03/15/12 DRAWING No 12-085 STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 3 4 REQUIRED MINIMUM 6'x 1 1/2`x 0.035' THICK Min. ASTM A-653 GRADE 40 MI., G-60 GALV, STEEL METAL STUDS AT 16' O.C. .o INSTALLATIONS W/ (1) HV BLADE & HV CENTERMATES 21 INTO METAL STUD WALLS ® s` o.G. 4O , 41 I 1" EOUIREG MIt+IMUM � 1 _Min. — 43a 12 OC N � .I 1 3/4`x 6 1/4'x 0.035' THICK Min, i 43C I a 6" O.C. 1 CONE. GILY. STEEL TRACT( CHANNEL, , ASTM A-653 GRADE 40 Min. G-50 0 6" D.C. GALVAN39 IZED FASTENED TO STUDS LE-TING I 1 V!/ (2) 864/2° TEK SCR flYS OH AS MPLICABLE a INFERIOR &EXTERIOR FACE - 1 In i = IJIN. SEPARATION EXISTING GLASS TO GLASS i I w ! CC (SEE SCHEDULE) 43 N FINISHI VAS REQUIRED MINIMUM ! 1 AS APPLICABLE I � 1 3/4•x 6 1/44 0.035- THICK Min.! CONT, CALV, STEEL TRACK CHANNEL,! 43c 43o AZED GRADE 40 Min. C-60 ; J GALV GALVANIZED FASTENED 70 STUDS @ 6" O.C. W/ (2) f5x1/2' TEK SCREWS ON INIEWOR & EXTERIOR FACE N GENERALLIMRA�ONSAND COND�IONSOF USE FOR US FOR BERTHA�HV BLADE ARUTTEg SYSTEM INSTALLATION TO METAL STUD WALLS 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 NTFRMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRGED A SYMMETRICAL LAYOUT. USE OF (2) (35J (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. -12.000" Max. �- p0 lIi-iH083" g T a o0 3a 114oNOMINALNOMINAL ����IN��SU_VE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE MW% SHUTTER MINIMUM SPAN L (in) SEPARATION TO GLASS 84' OR . LESS o c J J 38 BLADE SLACK DETAIL HVF IS VALID FOR CENTERMATE 21 APPLICATION WITH BLADE 10 REOUIREO MINIMUM w, .:'VARIES. 43b 1/2•x 0.035' THICK 0 6" O.C. 1 6`x Min. ASTM A-653 GRADE 40, Lsn. G-60 GALV. STEEL :`:I MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16" O.C. EXISTING FINISH AS APPLICABLE (TYP. TOP & BOTTOM) EXISTING GLASS I I „-43a 43b43c; ' ; :`� SYMMETRYCAL ;T,I I.;,....• '. 1 I :. ;.:.... SYMtv1ETf2YCAL '..: _ I ! .MIN. SEPARATION:: VARIES:::! !: IN �.:. ENTERMATES W/:•�I 1. ;.:, ,.`•C .;I'I::-:TO GLASS 2` I I INTERIOR ACCESS SIDE ~ ' p l I ' (SEE SCHEDULE].'' Mox., ATES W _ ERIOR ACCESS SIDE � •. ... 6• (TYP.) L1DI, INSIDE LOCK To GLASS 3 m SEPA "N To crass IN w/ Ir4DE LocKSEESCIEDME) 6" In, W/ CMDE LCKK (SEE 50&OLLE) =--------------------------------- ---------- ------------------------------------------------------ ---------------------- -------------------------- ----------------------- -- --- ------------------------------------------ - ---------- -{ =—}- - - ----- -- -- - ------------------- --- --- — -- --- ------ -' r = ----- ---- -- --------------- 21 --= 21 21 t 21 1 I - - -- -- ---------- ------- 12 3 1/4" (TYP) 3 (6" Min.) 24 Cont. 6 1/2 (Typ.) ---7' 7" I 6 1/2' MAX. SLACK *� HYA .fjKC BLADE SLACK DETAIL HVF FLORIDA E L PRODUCTREVISED �,tt�A : j�sF • �1� GUL,FSTREANI ALUMINUM' as udffig rag with the Florida • • Nd. 'i 67 / ' L E Cr INC. AND SHUTTER CORPORATION \ Building Cale Aeocprmre No 2-03Z3•0 Mu T.o/I 7 af Expi Do (assa W 16) _ � o� TIWT TESTING k ENGINEERING COMPANY ©y DA wCYrk F1''-e63ss N.w. 36m. s(.. 6M. 309, vaawu auma+s FLotaDA 3316 3001 S.E. GRAN PARK WAY •••..., Phone : (305)871-1530 . Fax : (305)871-1531 e-mall: tilteca®aa.com STUART. FL i4997 O�JAL� .6I,.011 EB-0006719 +%d' WALTER A TIWT Jr. P. E. PH (800) 244-4143 FAX (772) 287-9740 _ MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Uo, 1 44167 Mox. -i z. LENGTH + 1" I-• 43L 0 11f 4" 02-20W SOLT MUST PENETRATE 43c 1" 35U" r 050' 1/4"0-20 THREADS 43c 1 /4" 0 ELCO CONSTRUC110H PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/51" 1 3/4"a 6 1/4"x 0.035" THICK MI.. GoNT. CAW. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) 86x1/2" TEK SCREVl4 ON INTERIOR & EXTERIOR FACE HV HEADER/SIL ENDS L VIEW Y SIDE CONNECTION TO TRACK LDING CODE (High Velocity Hurricane Yon O 2012 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE DRAWING No 12-085