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WS-15-77Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226465 Permit Number: WS -1-15-77 Scheduled Inspection Date: February 03, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Shutter Final Owner: GONZALEZ, CLAUDIO Work Classification: Shutters Job Address: 1178 NE 98 Street Miami Shores, FL 33138-2508 Phone Number Parcel Number 1132050180400 Project: <NONE> Contractor: AGNEW CONSTRUCTION COMPANY Phone: (954)292-8275 rsulliai comments INSTALL 2 ACCORDION SHUTTERS. INSPECTOR COMMENTS False February 02, 2015 For Inspections please call: (305)762-4949 Page 21 of 41 Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. February 02, 2015 For Inspections please call: (305)762-4949 Page 21 of 41 It Miami Snores Village Building Department 10050 N.E.2nd Avenue, Mianii Shores, Florida 33138 Tel: (305) 79.5.2704 Fax: (305) 756.897_' INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Perrtlit Type: 6BU[LDINC FSG 2410 Permit No. `_. _ .. _.... Master Permit leo t �, y 1t ' 1 : ROOFING JOB ADDRESS; 1178 NE 98 Street City: Miami Shores County: Miami Dadc Zip: 33138 Folio/Parce14: 11-3205-018-0400 Is the Building Historically Designated: Yes NO _ Flood Zone: OWNER: Name (Fee Simple Titleholder): Claudio Gonzalez Pljonet!: (786) 797-0099 A,r,t,.,, 1178 NE 98 Street City:Miami Shores State: FL Zip: 33138 n TenandLessce Name: Phonet±; -..mail: claudio@renewableplanetllc.com CONTRACTOR: Company Name: Address: 7500 Hood Street Hollywood State: FL ZiP; 33024 City: --- QualiCcrNume: Glenn Scott Agnew Phoneft: State Certificatio n or Registration t;: CGC1505679 _Certificate of Competency V: C rintact Phone#: \ R 2` LI15 Email Address: cIwe w 1 " CO �I Agnew Construction Company pboneff: 954-292-2875 DESIGNER: ArchitecbTagineer: Picone#: Value of Work for (his Permit: $ , � �00 Square/Linear Footage of Work: 83.7 Tyke of Wi)rk: ❑Addition ❑Alteration -ANew ❑RepairtReplace ODemolitiort Description of Wurk: Install 2 Accordion Shutters Color tint tile: �sas•k:c?:?::tk•?:»?.'4.'t:s'g..�a--i:-).i:-!:!rY'/:9::Y4.•x': �:�1!�a'rt4t?Ye dt,,,4ttdk'9:��'!:*tdii?:'k��9::�.,;.lc?;;;s':•;':•/:9: h•�'rA;t ti: y:='•4:9.':: �:ttY:Y Submittal Fee $ Permit Fee $-( 15x-? CCF $ COICC 5 Scanning Fee 5 [radon Fee S rotary $ Training/Edneation Fee S Double Fee S Structural Review S DBPR 5 l3ond Technulo y Fee $ ,�' TOTAL FEF NOW DUL $ ' : _T Bonding Conlpany's Name (if applicable) Bonding, Colinpany's address City State Mortgage Lender's Name (it -applicable) Mortpge Lender's Address City State Zip Zip Application is ltercby inade to obtain a permit to do the work and installations as indicated. 1 certify that no work Of installation has cotnmenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELTS, POOLS, FURNACES, BOILERS, IIEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: i certify that all the foregoing information is accurare and that all work will be done in compliance with all applicable laws regultaling consU-uction and zoni-lg. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITII, YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.15 Notice to Applicuru: As u condition to tiles issuance of a building per7ttit with an estimatecl value exceeding $2500, the applicentr mr7st .promise in good fctitlr thin u copy of the: notice of courr7nerrcctrrrr7t trill construction lien lute• hruclntre will be delfrert.?d to theperson whose properhy is snlJjcct to attachment. Also, a certified cope of the recorrled notice of cominenurtuLitt "Inst be 110stOd at the job site for the first inspec:tiun which occurs san�mi (7) days after the building permit iN iSSMI(t 117 lure: c � ince of .such pasted notice. the inspection will not be upprot'ed c a r ' tspectiorr fee 1011 be charged. $ign:at.urc ice-�--+ t SiLnaturc Owner or Ag at ontractor The foregoing instiumenc was acicnowledged before me this day ofOCCeMb7'20 lLf, , byCICluCti p GonZO i:. z . who i.� personally known to me or who has produced C)L As identification and who did take an oath. NOTARY PUBLIC: Silo: Pri t: l r My Commission Expir JACLYN LEE PRISCAK MY COMMISSION # EE203337 YXPIRES May 29 2016 :�: :. .. .... ...".:: �:'C �: a[�r•'i11Y1�t �P__.��. �:'iyf';��. .b.a�'#�"J; �. :F APPROVED BY The forcgoing i strunlent was aclalowledged before the this day of eMOe 2fl._ , by wluo is nac�zT��ttl, "•,)own to we or who has produced as identification and who did tale an oath. 4 Plans Examl NOTARY PUBLIC: Sign: Print. __, My Commi,,Aon Expires: : .� •; JACLYN LEE PRik, `�K MY y�CyyOrypMMII`SSSt t r, `i7 "7:kiY»•.::'.i'�'w•t.'�LS�..1...L a!'f:lf SL.1G/�r ,l�f�Vl+�dl •L t�*y (407) 998 0153 Flondahota, Sera¢i mer .- - Structural Review (Revised 5!2;2013)(Revisett 3112/2()12))(Reviicd06!tUaCO9)(Rcvised3,115,109)(Ruvismi 7110)'2007) Clerk AGNEW, GLENN SCOTT AGNEVTCONSTRUCTION COMPANY 7500 HOOD STREET HOLLYWOOD FL 33024 Congratulatronst With this license you bduGmetjne ofthe nearly one million Floridians licensed Uy the Department of Business and Profesmonal Regulation, 'Our p, ofessionals and businesses rarig( from architects to yacht brokers, from boxers to batbeque restiurams Barad they keep Florida's ecorlomy strong, [:-very day we work to improve the way we do business in order to serve you better. For information about our services, please log Onto www,myfloridalicensexcw There you can fin=d more information about our divisions and ft rulations that irripact you, subscribe to department newsletters ar-11learn more about the Department's initiatives. Our mission at the Department is. License Ffficieotiy, P:,oqulate, F,airN We constantly strive to serve you getter so tnat you can serve youi customers. Thank you for doing business in Florida, and congratulations on your new license'. DE"FACH HERE PICK SCOTT GC)VERNOR cGtr 1505578 Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date-, AUG 31, 2016 '85e- 487-1 S F OF F! PIFs D 0 r ,)E.� PAPTM E INIT 3": 6 N!-_ G, 0 PROFESSIONAL RI:`3t.J P,7 CGC 1505679 ISSUED, CERTIFIED GENERA[.. CONTRAC-f OR AGNEW. GLENN 'SCOTT AGNEW CONST UC1ION COMPANY STATE OF FLORIDA SINESS AND PROf ESSIGNAL REGULATION ON INDUSTRYLICENSING 130ARD j v4tab AGNEW. GLENN SCOTT AGNEWCON ; , RUCTION �99'§TML�.STREETA%7 , 11 MPA, �Y 7500 HOOD STREET r HOLLYWOOD FL,3�02444 A jr �jnr- nw, n1n BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 -- 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: Receipt #/ 180-521 CONTRACTOR iv'FL:cRAL Business Name; AGNEW CONSTRUCTION COMPANY GENERAL Type:CONTRACTOR) Owner Name: GLENN SCOTT AGNEW Business Opened:03/21/2002 Business Location: 7500 HOOD ST State/County/Cert/Reg:CGC1505679 HOLLYWOOD Exemption Code: Business Phone: 954-961-8014 Rooms Seats Employees Machines Professionals 2 For Vending Business Only Number of Machines: Vending Type: THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: AGNEW CONSTRUCTION COMPANY Receipt #13B-14-00000024 7500 HOOD ST Paid 10/01/2014 29.70 HOLLYWOOD, FL 33024 2014 - 2015 Tax Amount Transfer Fee NSF Fee Penally Prior Years Collection Cost Total Paid 27.00 0.00 0.00. 2.70 0.00 C.00� 29.7G ® ACQRV CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 1/9/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Comegys Insurance Agency One Beach Drive S. E. Ste. 230 Saint Petersburg FL 33701 cONT NAMEACT Laura Pomeroy PHONE (727)521-2100 FAx .(727)528-0626 E-MAILADDRESS,laurap@comegys.com INSURERS AFFORDING COVERAGE NAIC 0 INSURER A. -Mid -Continent Casualty 3148 INSURED Agnew Plastering, Inc., DBA: Agnew 7500 Hood St ,Hollywood FL 33024 INSURER B: INSURERC: INSURER D: INSURER E: INSURER F: .,._1c r-Gn-nCtt`ATC M"UIRCQ44/15 CL REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE D L R POLICY NUMBER MM/DCDY/YYYY MMIDD/YYYY Y EXP LIMITS GENERAL LIABILITY AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 _ Paul Smet/JENNIF EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 X COMMERCIAL GENERAL LIABILITY MED EXP (Any one person) $ Exclude A CLAIMS -MADE Fx_1 OCCUR 04GL000919336 2/29/2014 2/29/2015 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 $ X POLICY PRO JECT LOC MBINEDiNGLE LIMIT Ea AUTOMOBILE LIABILITY accciden BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS - PROPERTY DAMAGE $ Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ WORKERS COMPENSATION WC SLIM T O R AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNER/EXECUTIVE r ---1N E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) / A E.L. DISEASE -POLICY LIMIT $ If yes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Contractor License Number - CGC1505679 CAMI-P-I ATlnu l,CR111-IVF11G r7VGYG1\ -•^`��"'-" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Building Department 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 _ Paul Smet/JENNIF ACORD 25 (2010/05) ©1988-2010 ACORD CORPORATION. Ali rights reserved. INS025 (2woo5).ot The ACORD name and logo are registered marks of ACORD DFS-F2-D'JVC 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED (7-12 C.'UESTIOPiS'�1850)41'3-7Ps09 a JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL. SERVICES DIVISION OF WORKERS' COMPENSATION x t CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION ihiS certifies that the individual fisted bellow has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 10/15/2014 EXPIRATION DATE: 10/14/2016 PERSON: AGNEb", GLENN S FEIN: 412042507 BUSINESS NAME AND ADDRESS: AGNEW P ASTFRING INC AGNEW CONSTRUCTION 5MW,D S"? HO _LY'A/00D FL 33024 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR i,4r !'.Y Mirre7 a rE11 i .ta n ei ""i ion 1,r,11 i�etirn� ,n t no, a,p,cir .,1 . 1 i, ' f^Z, tx; t t t ,im, o, i�' d „(-'d ,I I i rftil'.we f . 'HiI(st? tip Fay'='t[,.l W, � it-�:;�I� 'fl if di Ail. SII 1F n i f 10,) .1 1 e n,,be, iY 15:, ,11-i ',t ih., i, . It- ;t1 „_, i �i� i, i ,�� it?E f ._, r. ,_. r, !v. �.�..� ., .d � , ih. - .,ar, •,tri, r5t n c;n !-a n<�+ � •'71.1(1. ,. -, .:4 . 1'" '. .. ,:11 � r'kP #1 DFS-F2-D'JVC 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED (7-12 C.'UESTIOPiS'�1850)41'3-7Ps09 • Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner ontractor /Iet7 Print Name: , `` ��_ Print Name: r Signature: SignatOFIorida) State of Florida) Stat County of Miami -Dade) County of Miami -Dade Sworn to and subscribed before me this I U Sworn to and subscribed before me this ILP day of aC e be t' , 20�. day of D bl i- , 20 1 t- _. BYC as lai a Gonzak BYE, l�e nr� Sc r)A+ i�► t�v UJACLYN LEE PR�Sv�'►^ , ?• MY COMMISSION tt EE203337 �4a EXPIRES May 2Q 2016 -_.w W^tafv8efVtCC oom .:►� JACLYN LEE PRISCAK MY COMMISSION # EE203337 oiw *� EXPIRES May 29 2016 .� (407)398-0153 FWOallotarySerwce mm Opening I Size (W x H) 1.... w�. �� s .m.�„� , 1081/4 x 91 (Accordion Shutter Installed) 2. m. m. ,STM»....,� 40 x55 (Accordion Shutter Installed) 'gal Idirq Dire mv",H . 15 Fet� • • • . • . . • x L4C)' • ... • • • . • . . • 2 00 IN c� N (D cy) C Cf) LL O co O Z `o Z � Co Cn t-- .— E _E U NOT TO SCALE Dec 04, 2014 n,;f DESCHpI iON Site Plan 04/09/2012 - 4A3om qabriels 17:01 Project Files\_2010-MPS\400 Wind Charts\_Reference\00-MPS10-400 Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "'ASD"' WIND VELOCITY= 175 MPH MRH:5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE'C' BASED ONKd=1.0 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES -4 1 4, ENCLOSED STRUCTURE, FLAT TERRAIN Mean W. m a o DESIGN PRESSURES (PSF) -ZONE 4 REMARKS DRWN CHKD DATE Z 010 FLORIDA BUILDING CO D � Mean SLOPES INIT ISSUE GS3 TSB 03/05/12 DESIGN PRESSURES (PSF) -ZONE 5 m m I Roof �P�� PTION. Tributary Area (Sq Ft SS L Roof RY HALL Tributary Area S Ft Z • DESIGN LOADS FOR COMPONENTS & CLADDING • 160 SW 12th AVENUE, -#=06l Height 10 20 25 30 MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m `^:- z A ht 10 15 20 25 30 35 40 1 45 0 2 -p I"-� 49.9 -49.0 -48.3 -47.7 - 0 m 7 0 Ln F"� -63.1 -60.6 -58.8 -57.5 -56.4 -55.4 -54.6 -53.9 - 15 ft 0 - 15 ft +-51.1 47.1 45. +45.0 +44.3 +43.8 + +47.1 +45.9 +45.0 +44.3 +43.8 +43.3 +42.9 +42.5 42. -59.7 -58.3 -57.1 -56.2 -55.3 -54.6 -54.0 -51.8 -50.6 -49.7 -49.0 -48.4 -4 4 -64.0 -51.4 16 ft 16 ft +47.8 +46.5 +45.6 +44.9 +44.4 + +47.8 +46.5 +45.6 +44,9 +44.4 +43.9 +43.5 +43.1 +42.8 -52.5 -51.2 -50.3 -49.6 -49.0 -48. .4 -64.8 -62.2 -60.4 -59.0 -57.9 -56.9 -56.1 -55.3 -54.7 17 ft 17 ft +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 3.3 +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 +43.6 +43.3 -53.1 -51.8 -50.9 -50.2 -49.6 - -65.6 -63.0 -61.1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 18 ft +49.0 +47.7 +46.8 +46.0 +45.5 + +49.0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +44.2 +43.8 -53.7 -52.4 -51.5 -50.8 -50.2 -49& -66.3 -63.7 -61.8 -60.4 -59.2 -58.2 -57.4 -56.6 -55.9 19 ft 19 ft +49.5 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 +49.5 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 -54.3 -53.0 -52.0 -51.3 -50.7 -50.2 -49.8 -49.4 -49.1 -67.0 -64.4 -62.5 -61.1 -59.9 -58.9 -58.0 -57.2 -56.6 20 ft 20ft +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 -54.9 -53.5 -52.6 -51.9 -51.3 -50.7 -50.3 -49.9 -49.6 -67.7 -65.1 -63.2 -61.7 -60.5 -57.8 -57.1 21 ft 21 ft +50.6 +49.2 +48.3 +47.6 +47.0 +46.5 +46.0 +45.6 +45.3 +50.6 +49.2 +48.3 + - .4 +45.3 -55.4 -54.1 -53.1 -52.4 -51.8 -51.2 -50.8 -50.4 -50.1 -68.4 -65.7 -63.8 -57.7 22 ft 22 ft +51.1 +49.7 +48.8 +48.0 +47.4 +46.9 +46.5 +46.1 +45.7 +51.1 +49.7 +48.8 + - 6 6.1 9.0 +45.7 -55.9 -54.6 -53.6 -52.9 -52.2 -51.7 -51.3 -50.9 -50.5 -69.0 -66.3 -64.4 -58.2 23 ft 23 ft +51.6 +50.2 +49.2 +48.5 +47.9 +47.4 +46.9 +46.5 +46.2 +51.6 +50.2 +49.2 + -6 . .3 - +46.2 -58.8 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.7 -51.3 -51.0 -69.7 -66.9 -65.0 24 ft 24 ft +52.0 +50.6 +49.7 +48.9 +48.3 +47.8 +47.3 +46.9 +46.6 +52.0 +50.6 +49.7 +48.9 +48. 7.3 +46.9 +46.6 ft -56.9 -55.5 -54.6 -53.8 -53.2 -52.6 -52.2 -51.8 -51.4 25 ft -70.3 -67.5 -65.5 - 9.3 25 +52.5 +51.1 +50.1 +49.3 +48.7 +48.2 +47.7 +47.3 +47.0 +52.5 +51.1 +50.1 .3 + .7 7.0 -57.4 -56.0 -55.0 -54.2 -53.6 -53.1 -52.6 -52.2 -51.9 -70.8 -68.0 -66.1 -64 -59.8 26ft 26ft +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 -57.8 -56.4 -55.4 -54.7 -54.0 -53.5 -53.0 -52.6 -52.3 -71.4 -68.6 -66.6 -65.1 -63.8 -62.7 -61.8 -61.0 -60.2 27 ft 27 ft +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.4 -72.0 -69.1 -67.1 -65.6 -64.3 -63.2 -62.3 -61.4 -60.7 28 ft 8 ft +53.7 +52.3 +51.3 +50.5 +49.9 + +53.7 +52.3 +51.3 +50.5 +49.9 +49.4 +48.9 +48.5 +48.1 -58.7 -57.3 -56.3 -55.5 -54.9 -5 -72.5 -69.6 -67.6 -66.0 -64.8 -63.7 -62.7 -61.9 -61.2 29 ft 29 ft +54.1 +52.7 +51.7 +50.9 +50.3 + +54.1 +52.7 +51.7 +50.9 +50.3 +49.7 +49.3 +48.8 +48.5 -59.1 -57.7 -56.7 -55.9 -55.2 -5 -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.2 -62.3 -61.6 30 ft 30 ft +54.5 +53.1 +52.1 +51.3 +50.6 + +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 -60.0 -58.5 -57.5 -56.7 -56.0 -5 -74.0 -71-1 -69.0 -67.4 -66.1 -65.0 -64.0 -63.2 -62.4 32 ft 32 ft +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50. 9.5 +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3 +49.9 +49.5 -61.1 -59.6 -58.6 -57.7 -57.1MIMI -75.4 -72.4 -70.3 -68.7 -67.4 -66.2 -65.3 -64.4 -63.6 35 ft +56.3 +54.8 +53.8 +53.0 +52.3 +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 -62.8 -61.3 -60.2 -59.4 -58.7 -58 - -77.6 -74.5 -72.3 -70.7 -69.3 -68.1 -67.1 -66.2 -65.4 40 ft 40ft +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 -64.4 -62.8 -61.7 -60.9 -60.2 -59.6 -59.1 -58.6 -58.2 -79.5 -76.4 -74.2 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 45ft 45 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 1 +53.6 +53.2 -65.9 -64.3 -63.1 -62.2 -61.5 -60.9 -60.4 -59.9 -59.5 -81.3 -78.1 -75.8 -74.1 -72.6 -71.4 -70.4 -69.4 -68.6 50 ft 50 ft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 -67.2 -65.6 -64.4 -63.5 -62.8 -62.1 -61.6 -61.1 -60.7 -82.9 -79.7 -77.4 -75.6 -74.1 -72.9 -71.8 -70.8 -70.0 55 ft 55 ft +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 -68.4 -66.8 -65.6 -64.7 -63.9 -63.3 -62.7 -62.3 -61.8 -84.5 -81.1 -78.8 -77.0 -75.5 -74.2 -73.1 -72.1 -71.3 60 ft 60 ft +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 t STRUCTIONS FOR TABLE USE: TABLES ARE INTENDED TO QRST CASE' PRESSURES. 'WORST CASE' IS NED AS THE CRI a WN VARIABLE AS DESCRIBED BELOOF CRITICAL CO ITH THESE TABLES. 2. TABLES VALID O ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F L . APPLICABLE REDUCTIONS FOR ROOF LESS THAN 10° SHA INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF T. 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUM 6. CALCULATE THE TRI E OP NING IN QUESTION (HEIGHT' WIDTH) THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LE THAN ONE-THIRD SP WDRG . THE AREA BETWEEN STRUCTU RA OPENINGS ONLY- � URAL MULLS. IF THE TRIBUTA AREA OF AN OPE EST CRITICAL (10 SQUARE FEET) S BE USED. ALWAYS ROO THE LESSER TABLE VALUE. FOR LA TRIBUTARY AREAS TH SH EST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCA MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLENANDCOR gINGELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTENO VERIFIED BY THE GOVERNING BUILDING DEPARTMRRANTY FOR APPLICABILITY OF TABLE 5. THIS SPECIFICA ANY PRODUCT APPROVED CERTIFICATION. RE ED TEST CRITERIA AND OTHER APPROVALS FOR DE ON AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TORDANCE WITH GOVERNING CODES, 6. ADHERE TO ALLEM ORDINANCES. 7. NO CERTIFICATITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAS RH, PEAK ROOF WHICHEVER IS SMALL QF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 O QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF C1 EAVE HEIGHT 1 ROOF IL(� 1 HEIGHT O5--.. 4 • O WALL ZONE FIGURES IS TRI W. m a o j A REMARKS DRWN CHKD DATE Z 010 FLORIDA BUILDING CO D � . F�6��F�NG SLOPES INIT ISSUE GS3 TSB 03/05/12 m m I c� �P�� PTION. REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 OR m SS L •� RY HALL n RGER Z • DESIGN LOADS FOR COMPONENTS & CLADDING • 160 SW 12th AVENUE, -#=06l PER - L 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLENANDCOR gINGELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTENO VERIFIED BY THE GOVERNING BUILDING DEPARTMRRANTY FOR APPLICABILITY OF TABLE 5. THIS SPECIFICA ANY PRODUCT APPROVED CERTIFICATION. RE ED TEST CRITERIA AND OTHER APPROVALS FOR DE ON AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TORDANCE WITH GOVERNING CODES, 6. ADHERE TO ALLEM ORDINANCES. 7. NO CERTIFICATITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAS RH, PEAK ROOF WHICHEVER IS SMALL QF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 O QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF C1 EAVE HEIGHT 1 ROOF IL(� 1 HEIGHT O5--.. 4 • O WALL ZONE FIGURES IS TRI 9 m m a o j A REMARKS DRWN CHKD DATE Z 010 FLORIDA BUILDING CO D � . F�6��F�NG n I xtT o > o� INIT ISSUE GS3 TSB 03/05/12 m m I c� �P�� o o2c I REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 m ASCE 7-10, CHAPTER 30 •� n Z • DESIGN LOADS FOR COMPONENTS & CLADDING • 160 SW 12th AVENUE, -#=06l AC0 �O z - z I� MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m `^:- z A �I ~ O m Z THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, • • P�: (95q�1 3�4-Q66Q FAX: (954) 354 0443 m Z ( o 0 2 -p I"-� g P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART P.E. WITHOUT WRITTEN CONSENT OF FRANK L. BENNAR OTHER *'ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER ASCE 7-10• • • • • • • VqV1�/�ENGE P.COM • • • �ENr 0 m 7 0 Ln F"� v ITt MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAI InATF N IR r:FRTIFIr:ATIr1N OF RUTH #4884 • • • • • • • • • • • • • • • • - • �T' t a Florida Building Code Online �g3I2014 A"'; VW4 t .- --Publications FDC Staff SCIS Site Map links S-aaiY:h ,[[tt?"tt �lii4 Ii£F "c" Nome Log in User Registration Plot Topics Submit Surcharge Stats Facts i1t 1tnGs, ct Approval Product Public User .••• "ztr. uIati0> );1J12k > . Application Detail • • • • • • • • • • • • • _: pmdt ct f4naro";y71_,N_!?,;y�u % F:L52�'�t or Roelicd cion. ear lir. tto:• • • • • • •••••• • FL# FL1850-R9 •••:•• • 000000 • Revision •••••• a� "Application Type • i • • • • i Code Version 2010 •••• • Application Status • • • • • • • • • • • Approved 0000 • Osseo •••• Comments • • • • • • • • • • Archived •• •• •• •• • • • • • • • • • Product Manufacturer American Shutter Systems Association; 1r} • • • • • • 4268 Address/Phone/E—il West Palm Weroads Drive, • • • WesBeach, FL 33407 • • • (561) 209-8263 • • • • • • • • • • • • • bfeeley@eastemn-etaLcom 0 • • • Authcrized Signature Bill Feeley Irodriguez@easternmetal. c om Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Corrpliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Waiter A. Tillit, Jr., P. E, Evaluation Report Florida license PE -44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence A 1850 R9 CQI ASA INC CERT IND HV3 14-0428.01 DRW-%1 030 odf Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 :994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Subrritted 05/02/2014 Date Validated 05/05/2014 Date Pending FB(: Approval 05/06/2014 Date Approved 06/23/2014 � th httns llflnrietahttilriinn nrninelrx ann dti a�nnr ram wC;F1/X�wtiln�Q°f 2i°/iftC f�hnil�nalSh()f l�rfclhMJ>iel7f1.14Hc°/21 Florida Building Code Online gi=014 Summary of Products __ L $t Model, Number or Name Description 1850.1 knuckles and jades folded together than Extruded aluminum b Bertha HV Accordion -Blade 3 (HVHZ) Ext !provide hurricane protection. retained by tracks to Drawing# 13-030 Limits of Use installation instructions K: 039_II �ASSA I�I!V�C 13 03 Approved for use In HVI1Z' Yes Verified By: American Test Lab of South Florida Inc. Created by independent Third Party: Yes Approved for use outside HVHZ. Yes impact Resistant*, Yes Evaluation Reports Design Pressure: N/A 9 AE ASSA J�c PRQD4EVAL._&E- W-114 Other: Large Missile Level T. Max span is 12'-7" for 35 psf FLIS50 0000 pg)NG13-030. 0 0 0 t00• :0 - 0" for 35 psf negative ASO load for one 10428.0 positive ASD toad aril 13' 1 Created by independent Third PaFt?: Yes pecific condition shown in span tables. Max span versus load i varies with Blade 1 or, Blacle I & Blade J.A working in Unison, as well. as existing structure condition. See sheet 5 for schedules showing ppropriate values. . ... ........... ... . .... . .. ... ..... . .......... Be rtha HU cordion Shutter (Combo) 1 Extruded aluminum interlocking bl&*in 366etaed 1850.2 HVHZ wing#11-195 1 bottom) for storm protection • 0 Limits of Use R11 A DRW 1 f Installation Instructions 9 ASS Approved for use in HVHZ: Yes _FLI8 Verified By: American Test Lahr of u Florida Inc A Approved for use outside HVHZ: Yes• Impact Resistant. Yes Created by Independent Thir(PParty: Ves : ... % Evaluation Reports Design Pressure., N/A pgrt drag 19S.odf - Other:er: Large Missile Level "D". Max. span is 13'-2" for 30 psf 1 FL18 0 R9 AE A5�A,, d 'n Created d by Independent hird arty: ASD load w/o window blade, 1.61-0" for 30 psf negative ASD load for HVI blade w/o window blade for conditions indicated tt on schedule #1, Sheet 12, and 1.2'-3" psf positive ASD load for blade w/o window blade and 14'-9" for 30 psf load for FIV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. Bertha HV Accordion Shutter - Blade I Extruded aluminum interlocking blades retained by tracks (top and Only (HVHZ) - Drwg# 11- 193 bottom) for storm protection Limits of Use installation Instructions _Q R9.jI A A 1 3 df Approved for use in HVHZ, Yes F 65 Verified By: American Test Lab of South Florida Inc. Approved for use outvide HVHZ: Yes impact Resistant: Yes Created by Independent Third Party; Yes Design Pressure: N/A 1 Evaluation Reports Fl — 30 B9 AE ASSA l?cod.QUL_eS_A1UAA1UL= Other: Large mssile level "D". Max. span is 16'-0" and 14'-9" for 30 psf ASO negal:lvload depending on centermates and locking Created by Independent Third Party: Yes rod configuration for the HVI blade, 81-0" for +64, -72 psf load for 1 W blade for Keystone mountings 7'-1" for +75, -75 psf for metals stud mountings and 81-0" for 110 psf. for HVI and HVIA working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. ........ ........ .... . ..... . ...... ..... . . . ......... .......... . ......... . .. .__. . ...... ........ ... ... .. . .. Contact US 1949 North MU L99 StMet"ralla has e FL 32399 Phope, 850-467-1824 The State of Florida is an AWEEO employer, CovXrl9h1 2007-2O13..5tate of FlQrjdA_:: Privacy Statcmerit :: Accessibility State ment :: aleft rid Under Morlda law, email addresses are public records. if you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. pursuant to if ensees licensed under chapter 455, F.s. must provide the Department with an email address Section 455-275(l), 171orida Statutes, effective October 1, 2012, lic they have one. The emails provided may be used for official Communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department Wth an email address Mich can be made available to the public. To determine if you are a licensee undpr Chapter 455, F.S�, please click here Product Approval Accepts: F%_ All R E hitins-11firiciriqh1lildinn rwnlnrinr nnn (itl q,,,n)Rnarqm=%AAFVX(,)wnn-q,)/?r/ 2ftr.nhniOn-.Iqhn(r)rf(IhMv?io/`Wl.lciH-o/.Ifi GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE, THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. OEStGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE. MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FED AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12, 13, 14, 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND '.DADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE 'W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12, 13, 1+, 15, 19 & 20. IN ORDER TO VERIFY THAT ANCHORS ON THIS P,E.O., AS TESTED, WERE NOT OVERSTRESSED, A 33 A INCREASE 1N ALLOWABLE LOADS FOR WIND LOADS WAS bO USED IN THEIR ANALYSIS. BERTHA N.V. ACCORDION SHUTTER SYSTEM'S .ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE NTH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: _HV BLADE Q #0214.01-03, #071541-03, #1004.01-05, #1214,01-05, #0317.02-06, #0609.01-10 AND #0210.01-11 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS & #1220.01-10 AS PER TAS 201, TAS 202 & TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE ® /0505.01-08-:S TAS 201, 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCyr^ 2. HV BLADE Qi AND HV WINDOW BLADE @ ARE ENGINEERED TO WORK IN UNISON!"hl EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410 -HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 Wi YIELD STRENGTH AND 180 ksl TENSILE STRENGTH. PINS SMALL BE COATED WITH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE M! MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION- ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM MELD STRENGTH FOR 6063-16 ALLOY IS 31.7 ksi AND 35,7 ksi FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50-ksi MIN. YIELD STRENGTH AND SO ksi MIN. TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kid MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE D : 12,13,14,15 AND 20 HV BLADE (D & ,(,3 WORKING- IN UNISON: 12, 13 & 15 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE R£SPON51BILTF1 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. 10, EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE WITH WARNING NOTE: OURING 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 LOOKS, 11, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA 13UUNG CODE. 12, BERTHA N.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO, 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE RS THE CONTRACTOR'S RESPONSIBILTLY, (c) THIS P.E.Q. 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.C.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USf OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, ABLE OF CONTENTS High Veilocity Hurricone Zone ARKA 1: HV BLADES C) & �A GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 MEA Z* HV BLADE n AND HV WINDOW SHEET 4 BLADE (f!3 (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A -F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G -M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 ENO CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLACK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M -R, WOOD SHEET 18 INSTALLATION DETAILS S -X, WOOD SHEET. 17 ENO CONNECTION DETAILS 7-12 & X, WOOD SHEET -TB AREA "'3 HV WINDOW S ADE A ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE M INSTALLATION DETAILS, METAL STUD WALLS ONLY SHEET 20 ••• • • • • ••• • High Veilocity Hurricone Zone *�� N ' H'I„AN/ A�� 11,1'' �tiR A T((�/p = {' �fdcA Ifi.T • • • • : ! •: a ■ a ■ • A S ` American Shutter Systems Inc. 4266 wes• Roo•s•DeVe • West Pal-• Bech, F• 33407 • • Phone: (800)432-P204 Fa:(561)209&88 0 • •• • • • A 2011 "TERN METAL SUPPLY, INC. : : : •: ERTHA HVTM •AZ;prd1en Shutter System • R1.1�t 4 e 4J/ OR W/O H.V. WNDOW BLAU TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 38M. St., S 305, NROINN GAR.£N5, fLORIOA 3],68Association, Phone : (305)871-1530 . Fe4 : (305)871-1531 e -man: ukeco•aal.com WALTERBn.�uT1J�. P FLCRIDA _k. # < c'E. REV.No DESCRIPTION OATS I DRAWN 3YAL. 1 ALD 11-064 11/29/11 DATE. 11/29/:1 �O ` f3 :' :�, , -l�WWM.f )SIG LP'(}E DRAWING No j • 11-193 • •� • SH ttT .... ••• • • • • ••• • Edi WiNGa\V 9LPOE OA m 454" .857" 4.999" 1O HV SOLID BLADE COVERED UNDER US PATENT # 5458179 HV WINDOW BLADE* "SEE LIMITATIONS OF USE OF BLADE (A ON SHEET 19 6063-76 ALLOY AND TEMPER 3.556" 0.0J'ft.'�.712' ---------------- 6 HYD� J. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER 1.917" i - i. oLtpl :870 1,686" 3.520" 11 HV CEILING HEADER Q LIFIED FOR USE W/ HV BLADE i ONLY SEE SECTIONS FOR VALIDITY - 6063 -16 ALLOY AND TEMPER LJ SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 6063-T6 AtLOY AND TEMPER (3 -HV -UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 1O 6005-T5 ALLOY AND TEMPER 3.126" 1.506" 085' (TYP•) 4.897' 0 J YDA.. J. APAP ER W/LtP QUALIFIED FOR USE W/ HV BLADE D 6063-T6 ALLOY AND TEMPER N' VARIES 1" 1.915" A az. ? .083' .083,. .100 .060 1670', 12 HY HEADER/SILL QUALIFIED FOR USE W/ HV BLADE (7�ONLY 6063-T6 ALLOY AND TEMPER" r ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE 0 ONLY. 6053-T6 ALLOY AND TEMPER VAR ES 18" "og Mez. 09 N .J7r �vn, OQUA�LIFDIEO FOR USE W HV BLADE 1 6063-T6 ALLOY AN TEMPER I 72 o i 815" .092" 4.436" HV WALK—OVER TRACK QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY A D TEMPER 1.938" gg .09.3* ;6� 3.529" 13) HD=_MUNG HEADER/SltL^ QUALIFIED FOR USE W/ HV BLADE V SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPONENT A I 8 11 T2 D STATE QF•' ✓� w 2" 5" MAX. 1/8' 1/8- /8'UU Ca I 2" 5" MAX. 0.192" 0.192" I 19— 2.5 7" MAX. i 0.190" 1 0.190" 2" 5" MAX.I 0.139" 0.131" • EN ME C 0,,.. I -"• TILLIT TESTING & ENGINEERING COMPANY D STATE QF•' ✓� w 6355 rv.w. 360. St.. Ste, 305. NR.- OAROENS, + Rll 331 Phone : (305)871-+530 . Fa" : (305)871-1331 <-ma£ecu�®as P WALTER A. TLUT !.. P.£. �c'•..IORiOP.i�4 �••#.•�.n.,.•.`-. �`1,1TT SflC9�6f�Ai11R�/(�"7 FLORIDA Uc. / 443167 1.491' 1,200" 1 OS HV 80•/180' STARTER QUALIFIED AOR USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER 2.670" .994" 1 642 r 12 .920 — ®bjl TRENCH. TRACK QUALIFIED FOR USE W/ HV F�j BLADE 10 ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936" az. :093' g70I.093" b HD WALL HEADER/SILL OUAUFED FOR USE W/ HV BLADE ( ONLY. 6063-T6 ALLOY AND TEMPER X Y 2' 2' 25" 3" 3" .090" U �RNER POSTS UALIFIED FOR USE W/ HV BLADE U 6063 -TG ALLOY AND TEMPER American Shutter Systems Association, Inc. 4268 We* Ro *."ive • West Pair* BAch. fi 33407 • •, Phone: (800)432-Z 204 . Fm* (56')209►8360 •• • • • • •• • 10 HV RAINGUAR0 QUALIFIED FOR U(5�)E W/ HV BLADE N 6063-T6 ALLOY A D TEMPER A $ujLDINC CODE (Hi (High -Velocity Hurricane Zon • • 40201•411STERN METAL SUPPLY, INC. ERTHA HVTM �4coor<rwn Shutter Syster ` H.vla. & A ow/ oR w/o H v. w1NDOW BLADE REV No DESCRIPTION GATE DRAWN BY: A,G. I i OLD 11-064 11/29/11. DATE: 11/29/11 DRAWING No ` ! • 11-193 ••• • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • • •• •• • • ••• • • 4.576' 2.293' .745" (R4) .d I .062" { o maw HV CENTERMATE QUALIFIED F©1 OR USE W/ HV BLADE10& ONLY 6063-T6 ALLOY AND TEMPER I 1 PIAN `�• FRONT ELEVATION © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEOONLY 6063-T6 ALLOY AND TEMPER 1.977 LiEl �y /l �_ E\s, QUA ED FOR USE W/ HV BLADE i & 1 ONLY 6063-T6 ALLOY AND TEMPER HV .CORNER CENTERA i/4' -20A1/V f-248RASS fUT MEMREADNAMEL S.S.M."TED (2 TYP.) .318 :KEYLINDER Y KEYS (CHROME PLAEO)HV LOCK oill QUALIFIED FOR USE W/ HV BLADE ( & ®ONLY. e7a" 0 ALIFIED FOR USE W/ HV BLADE(JONLY 6063—T6 ALLOY AND TEMPER 7.756" .922" 4.045" 2.079" 1.753` j C N KI I R a) m HV MALE "T" LOCK CENIgIRMATE- 4.566 QUALIFIED FOR USE W/ HV BLADE) ONLY HV FEMALE "T" LOCK._ CENTERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE()ONLY 6063-T6 ALLOY AND TEMPE} HD CENTERMATE W/, NO �j QUALIFIED FOR USE W/ HV BLADEU& & ( 6063-76 ALLOY AND TEMPER VARIES, 12" MIN. I/4 0-20 S.S. OR 3/8'm -I8 ACETAL THUMBSCREWS. (SEE DETAILS) i LIS LOCKING ROD ,�, QUALIFIED FOR USE W/ HV BLADE O 6063-T6 ALLOY AND TEMPER /" INSTALLATION WILL REQUIRE A 7c/16" HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT 6063-T6 ALLOY AND TEMPER 1.130" m m :6 WV 3[$" —16 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE G A. lifl/54 i7 •• QULIFIED FOR USE W/ HV BLADE 1 &� 6063-T6 ALLOY AND TEMPER it/2" /4"m 3� HV 1/4" 0-20 AISI 3£4 QUALIFIED FOR USE W/ HV BLADE `1 • • • • • • • • O� • # L 2�al - TILLIT TESTING & ENGINEERING COMPANY 55�R J6iF. St.. Sle. �05. VHiGWIA : DENS, III 3]186 7n� (sos)a�a�La;moS)a7t-i S� • • e. • E8-0OO87.1 • • • .WANE.A. PLLIT•!. P.£• • • • • FLORIDA Uc. #01087 • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • THREADED THREADEDREMED DIE CAST NOUSINOENAMEL. BAKED PALMED S NRH KNOB. N (CHROME PLATED) ® HV EGRESS LOCK QUALIFIED A�OR USE W/ HV BLADE pJ & ® ONLY. ...,250" O.D. •5(E' PLASTIC HEAD 1 , •,- F�-- 2 " MOLOEO TO — m� `7j^—III+�I'IL. N SCREW .360" AFTER RIVETING BEFORE R 1/4"P-20 x 3/4" VETING ,�. THUMBSCREW 1/00-20 RIVNUT* *SERIES 9444 ALUMINUM (2024-73 ALLOY) LARGE FLANGE THIN 22" SHEET NUTSERT, PART If 0820 -AS MANUFACTURED BY AVOEL CHERRY TEKiORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. V C - i V ALTERNATIVE LOCK ® " �I QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/HV SLAG£ ( ONLY. BLADE fl ONLY. .255' —1 r THUMET""' CYLINDER OR KEY CYLINDER 0.875" Nin. i 1— 0 b p �i Nr'1 O OG H; N��I o � OR KEY 11.57 Mln.! QO THUMET""' CYLINDER OR KEY CYLINDER 0.875" Nin. 1 .125" Max. b 1. N THUMB URN CYLINDER OR KEY 11.57 Mln.! CYUNOER 1.78" Mo.. 4 HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 1O & OA A■ & S.A■ American Shutter Systems Association. Inc. 4268 West Roads Drive • N'est Polm $each, F_ 33407 •Ho -.e: (800)432-220+ . Fax' (561)209-8380 • 02011 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter Syster RV. BLADE #i W/ OR W/O H.V. WNDOW BLADE DESCR1PPON I DATE I DRAWN 6Y: A.G. OLD 11-064 11/29/:1 DATE: 11/29/" DRAWING No 11-193 SHUTTER ASSEMBLY SCHEDULE FOR HV a HV $ Q HV BLADE 1 ® HV BLADE 1A iWx:JL PROPERTKS HV LONG RECESSED NYLON BUSHING 3t�1 HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER 4� 'HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES SS. RIVETS 91., 5W. ].5. 'ARGINIA GAR.fNS, iTflRxM. 3]tdfi HV 1 3/4" ACCORDION PIN W/ #8 HEAD •r'IINA : HV 2 3/4" ACCORDION PIN W/ #8 HEAD F ._'�� ORiUA..'`'Ny�'T�Pe• POLYCARBONATE IMPACT RESISTANT HV WINDOW O N ±Nz a315"O I EXTERIOR .l i 14 © OR Or ..- _C - Y TU (1) HV PIN 40 SHALL ALWAYS BE USED AT ALL EXTERIOR V (�o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1 OR HV (9 BLADE. ALSHUTTER ASS WLY (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324' BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 04�r TVP, (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER 5 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� SHEET IL (I i ;I 0 OR 9 1 II 3 HV PIN 4(q'1 OR 41 3 AT E OR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) SHADE'S KNUCKLE (TYP) m _ 2 7/8" MIN.;' CLEAR SEPARATION' BETWEEN BLADE 'o OPENINGS ; m f BLADE .Oe25" <PGo.N x_x .0625 0825' EXTERIOR WHEEL CARRIAGE DETA ASSEMBLY LAYOUT N.'7..5. N. . 1"1 HV BLADE SOLID & !A HV WINDOW BLADE DETAILS N.T,S, 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IBEniFEN TYPICAL HV WINDOW BLADE tI1A AND -!A's POLYCARBONATE HV WINDOW DETAIL N: S. * QQIYCARBONATE IMPACT RESISTANT HV WINDOW Q.I�NN BAYER MAKROLON 3103 POLYCARBONATE CE RESINS, UV STABILIZED GRADE OR SABIC-I To euD£ M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURFOR APPIJCPB.E RESOLT iWx:JL PROPERTKS STANDAR. c.,a t M b �;M—t, /7 TILLITTESTING k ENGINEERING COMPANY ' 5353 N.W. 38m. 91., 5W. ].5. 'ARGINIA GAR.fNS, iTflRxM. 3]tdfi �• •r'IINA : (305)87815300 fb.: (305)801.1.71 F ._'�� ORiUA..'`'Ny�'T�Pe• i e11190011 ft.) • • • �•C, l: G ,(GATE FI •• • • • •wuTy F�pPoOA Lac. ly'!87 • • • • 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IBEniFEN TYPICAL HV WINDOW BLADE tI1A AND -!A's POLYCARBONATE HV WINDOW DETAIL N: S. * QQIYCARBONATE IMPACT RESISTANT HV WINDOW Q.I�NN BAYER MAKROLON 3103 POLYCARBONATE CE RESINS, UV STABILIZED GRADE OR SABIC-I To euD£ M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURFOR APPIJCPB.E RESOLT iWx:JL PROPERTKS STANDAR. c.,a REFERENCE eu9W1/fPos[ YPY.w14p1 )Id Pff810tl: VWnC.RAVITY ASIA 0792 oa.3 Ti,/W o.00 bAw a NSIU: ce TENSILE nEL. srnerroTx ASTM De3e e.wo P.s I. 9so. P.a;. FlEIC P STREN AT YIEW ASRA DM T2.SW P,a.i. I3,w -i. FLE% L wwLUS ASTM 0790 3w.000 P..J. 345AOo ..J. WAM. NOTCNE. Iz00 ASTM 0958 IB R-ro/in 17 F'T-a/in FlRF �RpP.'C. CXAe"CTEglS?ICS SMacE DR13115' ASTM 028.3 47.1 i 81S A MAI( PATE OF "-a ASTM D635 C -I CLASS C-1 CUSS SELF 10"DN ASTM .1929 I0w T 980 'f wfA1HETN1:; PSW 6155 TENSLE STRLY— AFTER —M-4ASTM 03B 9].2 P.e i. Sew Pxi. TENS, STRESS BUOW WFAINERING ASTM SM 8181 P.1 W. P 1 A.S.&A. American Shutter Systems Association. Inc. 4268 West Rads Drive West P.1- Beach, FL 33407 e: (800)432-2204. F— (561;209-8380 JILDING CODE(High Velocity Hurricone zone 02011 EASTERN METAL SUPP'_Y, INC. BERTHA HVTM Accordion Shutter System H.V. GLADE #1 W/ OR W/O H.V. WINDOW RADE DESCPoPTION DATE ORAWN BY: A.G. OLD 11-061 91/29/11 DATE 11/29/11 DRAWING No 11-193 SEE END CONNECTION DETAILS ON SHEETS 10 & 18 TYP. FULL HEIGHT. 1�«�4RC,.CR�RIo •5�« TYPICAL I) HV BLADE SHUTTER ELEVATION N.T.S. m .23 OF CORNER CENTERMATE *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION JL- ONE HV LOCK 23 or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR 8 OW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTAL TIONS AT ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, AT TO 1 OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2, fl pQR /CEH NG tgM1 AMDWI TWO HV LOCKS OR OR ONE HV LOCK OR W/ TWO LOCKING RODS AT TOP & BOTTOM SHALL BE SEO F ANY SPAN AND INS ALLATI AT ANY ELEVATION. HV LOCK 18 OR @ SHALL BE ATTACHED TDOR © CENTERMATES W/ SAME SPECIFICATIONS -AS PER MANDATORY CONDITION #I. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. D=NL IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR.Qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES 3 OR @ SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. d Eb W�IM/O H.V, LD(:K51: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY E USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS P OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. ONE HV LOCK ® ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD SS. M.S. TWO LOCKING RODS 0 AT TOP & 80 OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6. V= AIMMM TO UANnffM �PWON #I VALID ONLY FOR 14V ID12S 12 W4 MOM lu • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or 9FOR ANY SPAN AND INSTA CATIONS AT ANY ELEVATION. AL ERNATE LOCK ® MAY BE USED AS AN INSIDE.OR OUTSIDE LOCK, ATTACHMENT OF 1./4"0-200/4" S.S. THUMBSCREW TCT © OR @ CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPANORTWO LOCKS -AT 1/3 OF -SHUTTER SPAN. 7. MANDATORY CONDMQN &3 FOR KEYSTONK MOUNTING M IIA A... MONS' ONE HV LOCK ® or 0 or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"-AeOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 8e*, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or ® ar ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR ATOP AND BOTTOM IS COMPLETELY MANDATORY. ONE ALTERNATE HV i" LOCK MAY BE INS LEA IN LIEU OF HV LOCKS"011.0 OR FOR ANY SPAN AND INSTALlAT1ON AT ANY ELEVATION. ALTERNATE LOCK P AY BE USED AS AN INSIDE OR OU IDE LOCK. ATTACHMENT OF LOCK ®INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND �3 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"0-200" S.S.M.S.. INTO A 3/4"0x 5/8° RIVNUT LOCK MAY BE INSTALLED AT MIDSPAN OR 12" *NOTES OI�D LOCKS & CENT RM6j *.Ila W/ IjD CIENI MATES AR W/ 9 : ONE ALTERNATE HO LOCK � MAYBE USED IN LIEU OF HV LOCKS OR FOR ANY SPAN ANO INSTAtLATKONS A ANY ELEVATION. ALTERNATE HO LOCK 54 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, LOCK, ATTACHMENT OF HD LOCK TO 0 LS 'W/ 3 qe x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT -INSERT a AS SHOWN ON SECTIONS HDS-HV8 AND HOC -HVL. SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING ROOS 8 IS COMPLETELY OPTIONAL. ` -,'011 �.S�R i�/�. • --_ • • • • • • • • • ' Coi • / 1 TILLIT TESTING & ENGINEERING COMPANY 5 Jfitn. Sl, 5 Jai, CAROExE. °t 3JIfi6 STATE OF ��• '' i �• ��1 �'�• • P (305 m 530 (30518: 1 31 alR tut« ol.com • • �jC'•. �oiso?'.'t. +14 • • Ee_Da0 19 • • �� Fss..""'• ` \V 111 • • • WALIOR A. TILL* Jr. P.•. • • p,EU��.(j1j\\yl)OAj • • *1�c * •.167 • • • ......"".rr E• • • • • • • • . A S S A American Shutter Systems Association, Inc. 4268 West Roaos Drive • West Palm Be h, FL 33407 •Phone: (800)432-2204. Fax: (561)209-8380 • • 02011 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H V. BLADE #1 W/ OR W/O H.V. WNDOW GLADE R[v.Wo DESCRIPTION GATE oPAWN BY A.G. 1 .OLD 11 -06a .11/29/11 DATE: 11/29/11 2 DRAWING NO 3 4 11-193 S SHEE- s 5 OF 20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IE%ISTING LLLL'�� Guss CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) MN gPARA710N r TO GLASS (SEE 1 SCHFIXJLE ON SHEEL 11 FOR SLADE(1iMID rl ON SHEET 19 �1 & RETE ANCHORS SCHEDULE ON r 13) Me.�1 1/4'0-20x3/4" S.S. OR 1 $ EO ED -,--MACHINE SCREWS USING 1/4"-20 NUTS 0 12" D.C. 3 65) OR 1r r, .230" Naz. MIN. SEPARATION Ta GLASS :EE SCHEDULE 0 SHEET 11) POURED CONCRETE OR. CONCRETE BLOCK REQUIRED T -1/4"0-20x3/4" S.S. CONCRETE ANCHORS MACHINE SCREWS (SEE SCHEDULE ON W/ 1/4"-20 SHEET T3) NUTS O 12" O.C. 150" � III Maz. OPTIONAL 1rr1� MIN. SEPARATION TO GLASS -(SEE SCHEDULEON 1 SHEET ll) O,j,JVL" FADER INSTALLATION MIN. SEPARATION EXISTING TO GLASS GLASS (SEE SCHEDULE 0 SHEET 11) OPTIONAL i 1-/4" _ i/4" Mox. Lj I • I Max. IIPTIONAL T' 1 + / LJl T J OR E. O.t i 1/2/ !•� 1 ' 9 LEG EO � 1r _ _p 13 OR 1 Mir. '- 12 OR 141 I - i EO 0 PHIUJPS OTRUSS HEAD 1 , i 1/4"0-20x3/4" S.S. PHILLIPS % 1�1 MACHINE SCREWS USING , CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS I tl 1$ L 1- 1/4"-20 NUTS O t2" O.C. (SEE SCHEDULE ON W/ 1/4"-20 NUTS O 12" O.C. NCRE7E (SEE SCHEDULE ON SHEET 13) 1 Min. POURED CONCRETE SHEET 13) 1 OR CONCRETE BLOCK 7E BLOCK x REWIRED 'BRED �ONCRETE ANCHORS ��HV WALL SILL INSTALLATION HV WALL 51LL iNSTALLATiON (SEE 1,13) EON UREO CONCRETE SHEET 73) OR CONCRETE BLOCK WALL REOUIRED C HV WALL SILL INSTALLATION SHEET4 FOR OF `E`T'GNc INSTALLATION DETAILS W/ SHEET 4 FOR TYPICAL SI -UTTER fi E. E EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR 4TING SECTIO ONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 19 ' � H \ / BLADE ___ BLAET� a ON SHEET 19 j'J Y OPTIONAL : • • • • • • • • • •T . • .7i. iE CO N �. A ®♦� MIN. SEPARATION IIS RE' N.1 DESCRIPTION DATE DRAWN BY; A.G. TO CLASSi American Shutter Systems Association, Ina. • 42£8 West Roads Drive West -?alm Beach, FL '_3407 thone: (800)432-2204. Fax: (581)209-8380 • • . 2 y DRAWING No 4 11-193 (SEE SCHEDULE ON 5 SHEET 6 OF 2 EXISTING SHEET 11) GLASS--� HY WALL HEADE$ INSTALLATION EXISTING GLASS ♦ II MIN. SEPARATION Ta GLASS :EE SCHEDULE 0 SHEET 11) POURED CONCRETE OR. CONCRETE BLOCK REQUIRED T -1/4"0-20x3/4" S.S. CONCRETE ANCHORS MACHINE SCREWS (SEE SCHEDULE ON W/ 1/4"-20 SHEET T3) NUTS O 12" O.C. 150" � III Maz. OPTIONAL 1rr1� MIN. SEPARATION TO GLASS -(SEE SCHEDULEON 1 SHEET ll) O,j,JVL" FADER INSTALLATION MIN. SEPARATION EXISTING TO GLASS GLASS (SEE SCHEDULE 0 SHEET 11) OPTIONAL i 1-/4" _ i/4" Mox. Lj I • I Max. IIPTIONAL T' 1 + / LJl T J OR E. O.t i 1/2/ !•� 1 ' 9 LEG EO � 1r _ _p 13 OR 1 Mir. '- 12 OR 141 I - i EO 0 PHIUJPS OTRUSS HEAD 1 , i 1/4"0-20x3/4" S.S. PHILLIPS % 1�1 MACHINE SCREWS USING , CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS I tl 1$ L 1- 1/4"-20 NUTS O t2" O.C. (SEE SCHEDULE ON W/ 1/4"-20 NUTS O 12" O.C. NCRE7E (SEE SCHEDULE ON SHEET 13) 1 Min. POURED CONCRETE SHEET 13) 1 OR CONCRETE BLOCK 7E BLOCK x REWIRED 'BRED �ONCRETE ANCHORS ��HV WALL SILL INSTALLATION HV WALL 51LL iNSTALLATiON (SEE 1,13) EON UREO CONCRETE SHEET 73) OR CONCRETE BLOCK WALL REOUIRED C HV WALL SILL INSTALLATION SHEET4 FOR OF `E`T'GNc INSTALLATION DETAILS W/ SHEET 4 FOR TYPICAL SI -UTTER fi E. E EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR 4TING SECTIO ONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 19 ' � H \ / BLADE ___ BLAET� a ON SHEET 19 j'J Y ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I��R A T!(��T o �,? �c> rvS �9 0 .. $rT : • • • • • • • • • •T . • .7i. iE CO N �. A ® 2011 EASTERN MEAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System HV. BLARE #1 W/ OR W/O H.V. WINDOW 9 -AN TILLIT TESTING & ENGINEERING COMPANY fi]55•V�. �bM. St.. Ste•]O6. N�Y eft0EN5.QQ 331 fifi (305)1�' ysJD F (70518,"1 1531 • ,o;c tyc,�o ol�om • `� ¢13_0006.9 • • • • WAL' A TILLI*,,. P.10 • • • • F�RIGA Lic. 640167 • • • • ••• • • RE' N.1 DESCRIPTION DATE DRAWN BY; A.G. it 1 !1 SfiA OF ; • American Shutter Systems Association, Ina. • 42£8 West Roads Drive West -?alm Beach, FL '_3407 thone: (800)432-2204. Fax: (581)209-8380 • • 1 OLD 11-064 11/29/11 DATE: 11/29/11 2 y DRAWING No 4 11-193 .,. k, d ,IFs.,...,_.,. �� 1x1 • S/ � LNC? 119 • e �Q� �� %,nAT: >:...... -•• 5 SHEET 6 OF 2 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POURED CONCRETE ANCHORS i Aka I Y II �♦ CONCRETE (SEE SCHEDULE ON SHUT 13) 1 OR To OA:S (� t REQUIRED EDGE OF I, F a��f(nAw SLI R' ) t t $UB IF ON 9iffT 19 FOR (SEE 9>IEI)Illi _4 YNK SEPMATWN ) APPLICABLE EXISTING SI.IOES(Da' , 8r[ET t1a TO GL/55 GI-ASS—"' \ EXISTING t (6EESCNEDULE ON ' ALTERNATEi GLASS--� SHEET 11) ANCHOR #1Ox3/4" HEX y I WASHER HEAD It ii 9 'S LOCATION TEK SCREWS C 1 1 15 1 3/8 MN. 12" Q.C. 1 I 1 1 EXISTING .+a 3/8 Mi . CON RETE ANCHORS I' 1 CLASS el t (7 (SEE SCHEDULE ON g 1 �J SHEET 13) 1 EDGE OF E XISTING EDGE OF SLAB IF GLASS--' EDGE I F-1 �t SLAB IF APPLICABLE SUB B EDGE OF APPLICABLE x4i. SEPIAATION APPLICABLE SLAB IF B ro aAss a APPUCASLE g o. I ,91 OE(t)4fID 1 ♦ POURED POURED O.,y� ' tN 5,Fff L9 FGR 1 OR C CONCRETE _� CONCRETE i MOk ® REQUIRED E. D! --E• D.* REQUIRED LFLAT HEAD CONCRETE ANCHORS CONCRETE FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET -T4) REQUIRED (SEE SCHEDULE ON SHEET 14). 0 HV CEILING INSTALLATION NV__>•LOOR INSTALLATION t 1 HY WALK—OVER _INSTALLATION I1 TRENCH INSTA LAS,— TION VALID ONLY FOR UP f0 +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4, SHEET I ro � T CONCRETE ANCHORS SEE SCHEDULE ON I—!s¢ s,n xE11) 91+ i 8 EXISTINGGLA�i MIN. SEPARATION SHEET 14) EXISTING TO GLASS �� (� EXISTING EMSTINC NxV. EPAAITKW CLASS D )`(SEE SCH£OULE GN —L/ GLASS—, MIN. SEPARATIONq�EN,�Es— SHEET 11) TO GLA55 I .B R,A, y � W oN sNDET _ {SEE SCHEDULE 0 I t I H pDyANcm O I._It 'MAX SHEET 11) / Xrfi „ TECHNa.OGI' OR tj4"9 POWERS 1./4" I' i 8 t i J i It FA. tE 3314 MIN. EM8EDNENT O 6/ 1 MAX.. t t , ow , I ptl10x3/4" HEX - O.C. FOR UP TO 6'-C" SPAN AND I 1 i I 3 © j t t MIN. �11 WASHER HEAD f/ 4' O.C. FOR SPANS WAGER T W -�.. I.I - Y. SCREWS_ /r P y/a° - SF .) (AT TE TE ttt ON SSHUTID #- ?4x3/4• HEX HEAD_/ t , ✓ ,i I ® 12" C.C. _ EK SCREWS • 9" C.C. I I { r_ _-_ 1 1 3�/8" .I' , (TYP-) (SEE NOTE FOR UM roNS 3 6" 1 2 OR 1/40 20 S.S. M.S. CONCRETE ANCHORS 1� ___ _ 6 �� 3/#14x3/4" S.D.S. / i'1 t COM. ) / MAX. -W/ NUT • 9" O.C. t (SEE SCHEDULE ON r ® 9 O. C. 1 4 t SFnuNT I SHEET T4) 1� - O --- M --r�TP -----' rV/ 17 oR 1fi i/2" : I,•'^' I -.. h, \ USM SS TS 1 i' ) a •;. , 1 + USING 1/4"0-20 NUTS '� \ #14x3/4'• F.H. S.O.S. a ;' ®,r' O.C. CONCRETE ANCHORS SEE NOTE 13(b) • 9" O.C. EkISTNG NON STRUCTURAL .D POURED CONCRETE (SEE SCHEDULE ON ON SHEET I SEE NOTE 13(6) 2.00•' MINSS WALL TRIM (OECORATNE .D OR CONCRETE BLOCK SHEET 13) POURED CONCRETE ON SHEET 1 "1 •' E.D. SILL) REQUIRED .MIN OPTIONAL- POURED) EDGE OF OK HV WALL LOOR INSTALLATION R OUIREDCONCRETE BLOCK , a REQUIRED CONCRETE SLAB IF .J - REQUIRED APPLICABLE -" y � RAiNGUARO OLINSTAL CATION fi HV WALL WALK—OVER INSfiALLA7ION !6lTE: (J KEYSTONE MQUNTING INSTAL_LsT10N MA%WUM Aso. nFSICN aREssURE *64,-71 lat NO FOR COMBINATION OF TION<: MP1fINUM SHUTTER SPAN 6'-0" • E. D, EDCE DISTANCE THIS INSTALL.APON SHALL BE ,- SEf SHE_FT 4 FCR TYPICAL SHUTTER (SfE SPECIflCAT10N5 ON SHE`_T 13) REMOVABLE WHEN PERFORMED ♦ SEE LIMITATIONS OF USE FOR 'NSTALLATION DETAILS 1 I HV BLADE ADJACENT, iD AN OPERABLE EXIT BLADE 'h ON 5:HE1T t9 M N1TNC SECTIONS CAN BE CpMB1NE0 OR ENTRANCE IN ANY WAY TO SUIT ANY INSTALLATION. FLOR111A BUILDING Ni h VeloCity HurnCO11e Zcre IyI1,WE/Ih „�ej • • • • • • • •`•02011 EASTERN METAL SUPPLY, INC. ,, SER A TI((�j . . • . • • • • BERTHA HVTM �cE _ 9 .' }► • • Accordion Shutter System -'�: �. Iib tHe. • ■ ■ ■ ■ rLv eaoE #T w/ OR W/O KV. WINO et.A� rw. 41 7 American Shutter Systems REV.No DESCRIPTION DATE DRAWN aY; p,G, TILLiT TESTING & ENGINEERING COMPANY qTATr QF 1 Association, Inc. I OLD '.I-064 ,i/29)1, DATE: 11/29/1, 6]55 N 3— 51., S. 305. Y1RG,NN DARDENS, FUORIOr. 33166 • — 4 4268 West Roods Dave 2 DRAWING No Jj • e• al•Gneco•aol.com • • West Poem Beocn, FL 33407 3 • F -. 1DRi0 �� It• • • Es-oco I9 • • hone: (800)432-2204 Fox: (56')209-8380, 11-193 ICs +•. •. .•-' V 4 • • • WALTJR A. Jr P • • • TE • • FjORlDA uc. ys,s� • • • • 3 SHEE', (,,, • • • s 7 OF 20 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE END WALL CONECTION. flUT MAILS ON SH S 10 & 18 G 4 LASS INSTALLATIONS W/ HV * AND ALTERNATE HV LOCK ®ON SHEET 5. �J SEE NOTES ON LOCKING RODS ®, HV LOCKS ® a �� EXISTING BLADE SLACK MAIL HVF IS VAUD FOR ALL g • BLADE W HV CENT ERMATES CENTERMATES APPLICATION WITH BLAOEO7 • O SEE END WALL CONNECTION. A S A EXISTING GLASS DETAILS ON SHEETS 10 & 11 1 1�®®`fid Association. Inc. � ---------------------------------------------- 2"x2"x1/8".0'-2" 4268 West R0049 Drive v 8 + 89x 9' as $aR 9 3 1/4•• 7" B 1/2" 7" (6063-T6 ALLAY) AL1Y. ANGLE W/(2) 1/4"¢ TAPCON • Ee-a006719 • • • • WALKER A. TI•IT dr. •.E. • • OPPOSING ,/r 9R©-® SYMMETRYCAL ANON S TO CONCRETE (TOP/BOTTOM) & (4)}10.1/2" S.Y.S. TO TUBE uc•,1•14t 67 • • • • • WLGR:OA*00 ' CENTERMATES JIOx3/4" S.Y.S. • 12" CENTERMATES /' MIN. SEGLASSION O,C. FULL L0 12' Wf HV 'LUCK Of {15I / iiV LQC�( il,y i0 GLASS ON AT EACH ANGLE i I P) C I / \� r (SEESHEET 11 E ro•Q9xfl �� ®°" GLAO MIN. SEPARATION TO GLASS (SEE SCHEDULE OPTIONAL ON SHEET 11) \ N (INTERIOR) OUT U, T(� a! H Y -A HV "OUT EXISTING GLASS -POURED CONCRETE OR 1 CONCRETE BLOCK WALL REO ED SYMMETRICAL * IN �t��:� .fix r------- -' I--' 1 CENTEP.MATES Yw sEPARAnoN (�� (;��) L---.-� 8 a 1 oA s j�7�a. TG LASS / W( HV LOCK Lt�Si* +��TIONAL /��'® ©`® O`�:/ (SEE SCHEDULE ON --- — I IiNTFRKIRI �CJ4 eR I ` art 1 j °R� SHEET 12) OUT (EXTERIOR) ,R A. F/ORiDP.. v �-'p a OUT 8 ,/2•• MAX. SLACK HVE \J I"IVF** TF +1 • A S A American Shutter Systems 1 TILLIT TESTING eY ENGINEERING COMPANY Association. Inc. �• 6e 3° u.5� a4RDE�� f R0A 2-- _f�, 1531 • 4268 West R0049 Drive v 4jn°�. (30�6�1-',S : (305]9 4j, m�L tate ao�.c�m • • • West PDIm B -d" F_ 33407 • Ee-a006719 • • • • WALKER A. TI•IT dr. •.E. • • Phone: (800)432-2204 . F°x: (561)209-8380 • uc•,1•14t 67 • • • • • WLGR:OA*00 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S G.C. JIUMb LU- IUI n ,.elCC, aur I e one, 02011 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O KV. WNWW BIAS 11 DESCRIPTbN I DATE I DRAWN BY: A.G. OLD 11-061 +'./29/1'1 DATE: 11/29/11 `I DRAWING No 11-193 ALTERNATE STAL TION W V- "T" CK HV MA 4. "T" LOC S CENTERMAJES • • • • • • • • •• . .......• V • • 1 Lit CA w . • KERS 2t Wj J) HV BLADE 0 2011 EASTERN METAL SUPPLY, INC. SEE END CWHECTION DETAILS ON SHEETS 10 t 18 OUT FENr1� I a ®�©.� , _ ��+�� TILLIT TESTING & ENGINEERING COMPANY 83 ]8tH. S[.. Sty 305, �fLp GARQEHS. FlARt^W. ]3166 �•� ion : (3o5�iT 1s3o .a (30 lip • • �nw Nuec Icom • • • • WALRlA, itL1.19c FIE. • • O O IID �1.: 04167 0 • • • BLADE 0 SLACK DETAIL MT, INDICATED ON SHEEP B, MDD E , IN WELL AS UNfYERSAL FIAAPNC BLADE®DET THIS INDICATED ONTN's sNEEf, NAY USED WITH THIS KTERNA 1 OLD 11-064 11/29/11 DA E: 11/29/11 z DRAWING No 3 4 11-193 6 SHEET 20 L1 +®a®+0j�°"©♦®� INSTALLATION DETAIL HYO SHOWN N THIS SHEET. 00 212YI /B'W'-2 O ®r®pq®+�pt®�®�A✓ _ 4 In I • 1 • �£K3; ��,1 K (606]-T8 ALtan Aw.. a.(�..®J * A"' W/ 2 1 4 0 tAPCON (4Nlfnl/f' S.N//.F. 701U8 Wnm 1t0.]/4. 4A1.t O t tDPTgNAL) ANC S M CONCRETE I �• 2' ---------------- AT EA AHOIE. (M) I O.C. FULL LENOM. tk 4 H.V. IN (4) I 30 HV T" PINS tom') 4 6 t/R' PINS SI 5 IF/ �l D LOCK (INSIDE) (� , SEE NOTE 8 FOR MI LOCK 7 LACK, ON SHEET 5. t SERIES 9444 iLUNIN"' (2D24 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT. PART / 0520, AS MANUFACTURED BY AYDEL CHERRY TO(TORN, PARSIPPENY. NEW JERSEY 07054 OR EQUAL U OUT 2 1 /a" x 1 1/2" S.S:M.S. * x 3/32" WtNGNUT. V HV "T" LOCK (OUTSIDE) BY—G* tornONAL) HOB• -HV$ SYMMETRICAL HO CENTERMATES W/ * LOCK CXTEI210R) OUT (D"P ) SYMMETRICAL HD CENTERMATES W/ & LOCK (INTERIOR) * SEE NC— PIN EOCUINO RODS o t N9 (B O ON 9Hm 5 *'* UNNERS4L ft TfK &ADE Q Off- --HYD LS VALR POR ALL OENiERN4TE9 APPOGPON6 — —0 FLORI I G HI h Velocity Hurricane Zone YEArrArrrir�� ,,If�,C� A TI((/T 7z k TIC • '. ' �� % '' •FLO}310?. 4' • 11 • • • • • • • • • • •• . .......• V • • 1 Lit CA w . • ■ S. ■ A■ American Shutter $ystBm8 AS$OCilCtlans Inc. 4255 West Road. Drive West Pct, Beach, IL 33407 Ph—: (800)432-2204 . Fax (581)209-8380 0 2011 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O KVWNDCW BLADE TILLIT TESTING & ENGINEERING COMPANY 83 ]8tH. S[.. Sty 305, �fLp GARQEHS. FlARt^W. ]3166 �•� ion : (3o5�iT 1s3o .a (30 lip • • �nw Nuec Icom • • • • WALRlA, itL1.19c FIE. • • O O IID �1.: 04167 0 • • • AEVINo DESORPTION DATE ORMVN 9v: A.D. 1 OLD 11-064 11/29/11 DA E: 11/29/11 z DRAWING No 3 4 11-193 6 SHEET 20 e 16 (LOCATE AT EITHER SIDE CE OF6Q) 1/2" #10x1/2" S.M.S, a 16" O.0 POURED CNCRE CONCRETE / CONCRETE BLOCK WALL REQUIRED // / EXISTING GLASS <j —2" MIN. ✓� MIN SEPARA710N �EO TO MASS (SEE 111E SCHERAS DE©AND 1/16"z3" MAX.— ON SHEET 19 FOR (6063-T6) CONT. BLADES Qt & ALUM. CLOSER PLATE. (LOCATE I AT EITHER SIDE OF(D) �IIOx1/2' S.M.S._ _ _ _ — _ •- 16" O.C. OR Offl SEE X DETAIL FOR SIDE TAIL X FOR ® ® 6 r7 8 aiD •®a TO TRACKS ;TION DETAIL EXISTING GLASS MIN .'SEPARAAON tO.GLASS (SEE SCHEDULE 09 SHEEP 11 FOR BLADE (D AN0 ON SHEET 19 FOR BLADES (71 & ANCHOR 16'• O.C. _ ____ 1J2' MIN. 2" MIN. �— POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED END CONNECTION DETAILSo OR — POURED- CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN.TION TO (iASS (SEE < SCHEIXN.E ON SHEET 11 FOR BLADE(DAJD ON SHEET 19 FOR BLADES Q& QA _ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED J --EXISTING GLASS IAN, SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR MADE CDAND BLOCK WALL REQUIRED EXISTING GLASS MAN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR RADE(I)AND ON SHEET 19 FOR BLADES (!)& «®'�a O"" '®« SDE CONNECTION 4«®«©• 7O«®«V'®« 10a2 8 •« TO TRACKS i®•�a©. ®a(�.�a ©•�•�«©•o'er« ®•®«�•®�•c�« ®.�a®.©a�.®a �•®«�•�«®•�« ®.®a®.®a�.�aoa®.® o.®a®.®ate.®a�.a®•® �.�a.�a®•®«�«�'� r END CONNECTIQN QETAIL 4 CTION DETAIL ( END CQNNECTION DETAIL tJ ---c — POURED -CONCRETE OR • REQUIRED ONLY FOR SPANS GREATER THAN 12-0" I #IlJ2" S.M. ' ® 1fi" .C. DNCRETE CHOR • 12" O.C. j \____ _ //// EQ EO 2'• MIN. CONCRETE BLOCK WALL REQUIRED v XISTING GLASS � d `i RADES (D& 0 - �)--F- Ta.�a®•®ari�.6�a �.C.©a�•, .®a 1 MIN. SEPARATION FUSE 1" OR 2" MAX. ! • • _ — - _ _ (AS APPUCADLE)x2'x1/8"x0'-2" - END CONNECTION- DETAIL 1L Y\ Hi h Veiacity Hurricane ALUMINUM CUP ANGLE c—{ �OR 101 1/2' . MINOR 11 FOR PND SHEET 19 1 (8063-T6 ALLOY) AT M!DHEIGHT 0201+. EASTERN METAL SUPPLY. INC. .DR �f '�'/� CRgOR�OR®CR(j�' (T) #10.1/2" S.M.S. TO Q4 & I q. .. ''`-" •II { (2)1/4"0 TAPCONS ANCHORS TO - _- V � /�O) .... I WALL A7 1" O.C. (LOCATE AT -j y :• SEE DETAIL X FC SIDE CONNECTION ) OR I { EITHER SIDE OF (D) l QR TO TRACKS TILLIT TESTING & ENGINEERING COMPANY ae . BLOCK WALL REQUIRED EXISTING GLASS MAN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR RADE(I)AND ON SHEET 19 FOR BLADES (!)& «®'�a O"" '®« SDE CONNECTION 4«®«©• 7O«®«V'®« 10a2 8 •« TO TRACKS i®•�a©. ®a(�.�a ©•�•�«©•o'er« ®•®«�•®�•c�« ®.�a®.©a�.®a �•®«�•�«®•�« ®.®a®.®a�.�aoa®.® o.®a®.®ate.®a�.a®•® �.�a.�a®•®«�«�'� r END CONNECTIQN QETAIL 4 CTION DETAIL ( END CQNNECTION DETAIL tJ ---c — POURED -CONCRETE OR • REQUIRED ONLY FOR SPANS GREATER THAN 12-0" I #IlJ2" S.M. ' ® 1fi" .C. DNCRETE CHOR • 12" O.C. j \____ _ //// EQ EO 2'• MIN. CONCRETE BLOCK WALL REQUIRED v XISTING GLASS � d `i LL ION Ta.�a®•®ari�.6�a �.C.©a�•, .®a _ — — MIN. SEPARATION WINDOW BLADE INTO • • • CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION- DETAIL 1L TO G6USS(Sc-E SCHEDULE ON SHEEP Hi h Veiacity Hurricane ____ ••Z------ Y' c—{ �OR 101 1/2' . MINOR 11 FOR PND SHEET 19 l __________ / 0201+. EASTERN METAL SUPPLY. INC. .DR �f '�'/� CRgOR�OR®CR(j�' BERTHA HVTM SADES©& q. .. ''`-" •II _____ - _- V � /�O) .... -j y :• _____ _ OR � OR®-0OR L • BEIADEE UMOONNSHEETUSE FOR Ig OR OR�OR� VIEW Y S �^J1 QR ®a�«®•�-Oa-CO•9« �( • NS LL ION Ta.�a®•®ari�.6�a �.C.©a�•, .®a �G'v«®� �«D « �'"O �« L HV BLADE OR 1, HV WINDOW BLADE INTO • • • CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION- DETAIL 1L FROM BUILDING Hi h Veiacity Hurricane ,of A' / • • • • • • • • • • • •• •• 0201+. EASTERN METAL SUPPLY. INC. • BERTHA HVTM .�' ~\c�� • =' .. ''`-" •II A■S■ A Accordion Shutter Sys -j y :• • • Y INC. ■ ■ H.V. BLADE #1 W/ OR W/O H.V. AINDOW E TILLIT TESTING & ENGINEERING COMPANY ae . QESCRIPT ON DATE ORAV,N I IT Amerlcan Shutter Systems Assaclatlan Inc'. 1 OLD i 1-084 11/29/11 DATE: J 7AP� OF 4Ft: 8355 .. Sem. 9 - 94. 305. .F — GA:—. naR10A 3]188 42E8 West Raads 3 ive � 9 ' • Pgpti •(305)871. EA . F.A (305)871-1531 DRAWING No �,t" •' . L(}jj)Q ••� • e-mo11:•nitecoi�o�.h1, West PVm Beach. FL 33403 3 -(C` -••.•.• \ HIH11 • • ¢%,GW -T•9 • ph—(800)432-2204 . F—(561)209-8380 s lER nLLiT•�r, eESHEET . 4 }„��AI►Iq�%DA. • •OR'°LyF y .1T� s 0 OF 20 •• ••• • • • • • • • •• •• • •• •• • • • MAXIMUM SHUTTER SPAN *'L+" OR "L-" (ft.) MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN* "L+" - FOR INSTALLATIONS W/ - "L+" OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS - OR "L-" (ft.) INSTALLATIONS ®& ®or or W/ ONE HV LOCK or or 1F8 or HO LOCK W/ � INSTALLATIGNS W/OPPOSING/ NTFRMA S. 21 & ONE HV LOCK OR �YIAWMFTRf A r.FN �W/ TWO HV OR OR LOCKS OR TWO W SYMMETRI AI.CFNTERMATES do �W/ ONE HV LOCKS OR W/ NO LOCKING NO LOCKI ROD ® O CENTERMATES & W/ ONE HV LOCK ® W/ TWO LOCKING RODS OR IN NO OCKING �' OCKING RODS ® TCP/SOTTO / ONE HV LOCK 0 OR ® DS ® TOP & BOTTOM *(SEE NOTES tjj RODS *(SEE NOTES tjt) 5'-6" (VALID FOR MOUNTING (D 165 6'-I0" t70 8'-9" 5--1" 4'-11" R ♦ SEE NOTES t. SHEET 7) eriucxew ,D CONCRETE &WOOD INSTALLATIONS C MAXIMUM CG & W G o�s,o INSTALLATIONS C CONCRETE & WGOD M.Aso, AOE54D'N WSTAII.ATIGNS O MAwMUM CONCRETE A.S.O.EINSTALLATIONS PRE94URE FLOOR CEILING RATING WALL MODNTWG / CPe.r.) MOUNTING PRESSURE WALL MO Pwi1NG @ f.: PRESSUPE MTWO (pe.IJ PLOORJCFJLING MWNDNG PRCSSURE FLOOR/CEILING MOUNTING RARNC OR rJ (t OR -) .. rx1 .", n. am (+ DR -) FLOOR/CEIUNG MOUNTINGS (i OR -) OR -) R222&ALL MOUNDNG 145 7-3" 5'-9" 7--1" 6'-0" 145 150 7'-2" 5'-7" I 7'-0" 5'-10" 150 155 7'-0" 5'-5" 6'-10" 5'-e" 155 160 6'-11' 5'-2" 1 6'-9" 5'-6" 160 165 6'-I0" t70 8'-9" 5--1" 4'-11" 6'-8" 6'-7" 5'-4" 5'-2" 165 170 175 6'-7•' 4'-9" 6'-5" 5'-0" i75 180 6'-6" 4'-8" 6-4" 4' -TO" 180 • • • 6 11?Q 190 6'-4" 4'-5" 6'-2" 4'-7" 190 195 V-3" 4'-3" 1 V-1" 4'-6" 195 200... 6'-2-'- e. 2„ j 6._0• 4,-5•r 200 205 6' — -2" 4'-11 -1" ;-9" 4'-6" rAI .AA ,,,pP�ti44 T.. A- i .,M STATE nF D(s f'w{j�pp C' MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR -- INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD, - * NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPM! FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEIUNG: GIVEN A POSITIVE A.S.D. DESIGN PRESSUR RATING, DETERMINE MAXIMUM SPAN 1+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAJ TO THE MINIMUM. DETERMINED SPAN -BETWEEN "L+" AND "L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL WJ fLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L,+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: - L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN- FOR FLOOR/CEIUNG MOUNTING -INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE MINIMUM BETWEEN "Ll-", "L2+", "Lt-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 150 7'-4" 7'-0" 1. H.V. CORNER CENTERMATE 03 MAY BE USED AT ALL MOUNTING INSTALLATIONS, LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION- #2 NOTE /5, SHEET 5. 1• EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" AND MAXIMUM ASO. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS. 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 ps.f AND 8'-0" SPAN SEE MOUNTING 8 ON SHEET 7. 155 T-2" 6'-9" 160 7'-1" 6'-7" 165 7'-0" 6'-4" 170 6-11" 6'-2" 175 6'-9" 6'-0" SHUTTER INSTALLATION W/ SYLWMETRICAI 185 8'-7" 5-8•, 19G 6'-fi" 5'-6" 5'-5" 200 6'-a" 5'-3" 205 6'-3" 5'-1" ( 4" ' SEPARATION TO GLASS REQUIREMENTS_ (I) 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". MINIM UM..SEPARATION TO GLASS SCHFQU - SHUTTER w/ ONE LOCK WaHOUT LOCKING RODS F, K & L. SHUTTER INSTALLATION W/ SYLWMETRICAI INSTALLATION W/ SPAN CENTERMATES CENTERMATES 105" 3 3/8% 4" OR LESS H.Y. a A W/ CR W/O H.V. WINDOW BLADE >105" To MAX 3 7/8"4 4" ALLOWED American Shuster System. s USE 2 1 f2" FOR MD LOCK l5%+Gf QR 62+ 4�' , USE INDICA VALUES FOR H C RMA S. MINIMUM SEPARATION TO • AS HE01TO��HEn�' LOCK &�O�OCKING O� SHUTTER W/ ONE LOCK & TWO LOCKING BODS OR WITH ONLY TWO TW (}O Lys iyOCKS SHUTTER INSTALLATION W/ INSTALLATION W/ SPAN SYMlAETRTOALOPPMING CENTERMATES CENT 105" 2 3/4" •• 3 3/16- /16"3.1/4„-"=, 4268 We8t ROOds J,t- West Pa Beach, FL 31407 3 1/4" 3 1/4" ALLOWED USE 2 15/16" FOR HV "T" LOCK U W/ U w•s` USE 4 1/8" FOR HV "Y' LOCK W/ USE INDICATED VALUES FOR HV CENTERMATES. C11] HV BLADE be 0 CONCRETE & MANSORY WOOD WALL A, B. C, D, E. M, N'S , P, O. R, MOUNTING F, K & L. OOR/CEILING G, H, I, 11 + J, T, U, W & X. C11] HV BLADE be 0 0 • • • • • 0 2011 EASTERN METAL SUPPLY, INC. SERTKA HV.I t /� • A S Accordion Shutter System •. •. • . H.Y. a A W/ CR W/O H.V. WINDOW BLADE REV.N. DEV:MPTION DATE dUWN 9Y; A.G, American Shuster System. .'* TILLIT TESTING & ENGINEERING COMPANY 3]188 f Aesoaia 1♦1ai1P Inc. 1 OlA '1-064 11/29 _LIDATE: 11/29/11 �,. '� T 6]55 N.w. 36tn. 51 Ste 305 VIRG1 GARDEN., ZaRI➢p Pl�:i e005)871r Wig F A: (305)871-1531 4268 We8t ROOds J,t- West Pa Beach, FL 31407 p 3 DRAWING No • ,t E n0pb79 • WALTER TIW1]. V. Ph' n (800)432-2204 FO.: ;511)209-8380. 4 11-193 SHEET IaAT� i'L.]Rl . ,V•A41� • • • 6 11?Q . ..... . . . . EA& • SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE.OR CONCRETE BLOCK SUBSTRATES FACTOR 1, ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: ACTUAL EDGE (A) TO EXISTING POURED CONCRETE: (Min. fc - 3 ksi) TAPPER + MIN. SPACING - 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W: BUILDEX. (Min. 1'e 3 ksi) ANCHORS SPACING tEGEMD - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. 1'c - 3 ksi) TAPCON OR - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. PC - 2 koi) TAPCON WITH ADVANCED 0®0ounv� mmmlvoravly mmmQc�ovo ALL POINTS SOLID -SET @mmonmmn�m�annmm@mmlorannn BLUE TAP W/ CAP NOTES: TAPPER- @mmmn000mmmonmmd@mmmono© - 0.91 - - - ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". 1 @mmonnoo ®mmp0000 @mmorr�n�ao &CE BTADE A ON SHIM 19 @marvafa®mmimm�aonon morg- mo© @mmnmmmo@mmonnmmmi�imQ @mm,Eanvo®@mmrrEane�mm • nn�s @mmorCsnom @ma>.000nm@mmovom®@mmonoom @m@@®�®O@mmOnnmE3@m0000®D @moronmom n�m�aooemm@mmmp ncim mm�oo @mmonc�©®@mme�71®©®© mmmanF�7®@ mm@@OnOL>Fi @mmEttlO� @m�mmmoo@mm�a'n®®o@mmonom® mma>tonnQomm • mm�oe@mmonm©® mm[ODnt000 mmmE>•O�nlaFi @mm�n©S!0 ,@mmonndo@mmlononm@mm�m®v© @mQ7n�@ei�@moi�nmms�@i�i0 �®O mmmm000 @mmv®m o@mno®m4v OMMMEO MMM@mmnm®Qsa@mE IMMIUMo mmmonmoo @mm�noQo mm"KNIN"Ea= ssslmmEam®oo @mmr�®van ®mv©0000 ►.�@mm®nvoo@mmmm�mo@mnnm®vo M®mm©mvoo@mmomnoa@mom©000 @mmmnodo@mmm®®vot@m�vEDmoo es®®m00�@mo®o®oo[un®mm o0 MMMEM mm mmm"MMM®mMommm— , @ommmmoniMMMM ME3123 oa �mm®oi�aoQmmo a immoemmo©moa omEommmEMIll mum 00®mmmomo�ii®�v 110NIMMIIIIIIIIImoodmm�v maom®m®m®000 mom0000Q@®mv®voammnmmovo @mm0000e�@mm®®000®mm000 mm ®M90vomoQe®mom©0onioeu 2 ,m®omm000mMMM"omm® ® a®oo�' �I �ovvoomo mm©rte©omsa ®®00000Q ®woo omoocsaov r�mfamvoo® III®®�o�Q�mm mcnsve�sao ®mm©0000 �mmmAmoo ®�omoomm�Oi�o ®®000a� mmv000ma mo®nra�Q ® @v00000 oon®mo�g m00000QQmv000v�m =131 o mOQ1v00001�•iDE30000iR�00@0000 ©000n000 ®�F�ii0001Q OF�LS@p000 DOO�Od� ®0000 ��goova wodA�o EA& • SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE.OR CONCRETE BLOCK SUBSTRATES FACTOR 1, ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: ACTUAL EDGE (A) TO EXISTING POURED CONCRETE: (Min. fc - 3 ksi) TAPPER + MIN. SPACING - 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W: BUILDEX. (Min. 1'e 3 ksi) ANCHORS SPACING tEGEMD - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. 1'c - 3 ksi) TAPCON OR - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. PC - 2 koi) TAPCON WITH ADVANCED - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. ALL POINTS SOLID -SET (Min. f'c 3 ksi) BLUE TAP W/ CAP NOTES: TAPPER- A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ - 0.91 - - - ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". 1 A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT • U ATION9 of DSE FOR 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 &CE BTADE A ON SHIM 19 1" MINIMUM FOR WALLS WITH NO STUCCO. 511INTAlUel • ; (1m. , 1prmu,"'Ima 9 �111111111112 r+rr�rA1A}pues� /v �� • • • `- ��-TTS, Com• • • $-; moi(` 40*�P.1 A.3)tN 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 NOTES At) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIONG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20, (8) TO EXISTING CCNCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. 1/4'0 x 3/4' ALL POINTS SOUR -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, SOLT & SPECIALTY COMPANY. 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 8.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL' "8E PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USEDSHALLBE 1 1/2" LONG MINIMUM -SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. - 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS', PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORSSHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & 8.2) ABOVE, FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, - FOR INSTALLATION INTO EFS WITH METAL STUDS SEESHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. FDGF DIcTANGE 4ERcU5 cPACiNG SGHEOULE FOR ANGMORS• MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE 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 INNdATFO. FOR EACH ANCHOR TYPE. • 4 • •� �,, FACTOR ACTUAL EDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/ CAP THREADFORM TE04NOLOG! TAPPER + MIN. SPACING DIEDGE E.O. MIN. SPACING = 3" MIN. SPACING - 3' MIN. SPACING - 3 1/2" MIN, SPACING - 3' 3 3/4 4" POURED CONCRETE & pO,KtED CONCRRE CONCRETE BLOCK POURED CONCRETE & POURED CONCRETE & Pp1R0) CONCRETE COMUE BCDrK - CONCRETE BLOCK MN. E.D."3 1/2' MN. ED.=2 1/2' CONCRETE BLOCK CONCRETE BLOCK MN EP -3 1/2' MN. ED.:2 1/2" 3' 1 A 0.90 1.0 0.78 1.0 0.84 1 A 3 /2• 0,81 1.0 - 0.87 1.0 2' 0.81 - 1 3/4" - 0.91 - - - 0.43 - 1 0.35 - se O INc. TILLIT TESTING & ENGINEERING COMPANY 635' N.w 3Sen... S. 305. VIRGINIA GARDENS, I`LaRIM 33156 � PIM • •(305)8J1.1.3• .Fav, (3G5i$J1-1531 • • < mil:•Illecotrol • TER� J,, T067� • 1�LTILLIT*r. %E B • TLORio W,,.so .A.S.S.A. American Shutter Systems Associatlon, Inc. 4268 West Roads Drive West Pctrr Beach, FL 33407 Phone (8C0;432-2204 . Fcx: (561)209-8380 I,UUtlnlgn velocity nvrrlccre ® 2011 EASTERN METAL SUPPLY. INC. DGi1 t f1N n ;; TM Accordion Shutter System N.V. a -ADE #1 W/ OR W/O H.V. WiND()W BLADE OLD 11-06. DRAWING No 11-193 • •• • ••• • • ••• • .A.S.S.A. American Shutter Systems Associatlon, Inc. 4268 West Roads Drive West Pctrr Beach, FL 33407 Phone (8C0;432-2204 . Fcx: (561)209-8380 I,UUtlnlgn velocity nvrrlccre ® 2011 EASTERN METAL SUPPLY. INC. DGi1 t f1N n ;; TM Accordion Shutter System N.V. a -ADE #1 W/ OR W/O H.V. WiND()W BLADE OLD 11-06. DRAWING No 11-193 (SEE MOUNTINGS I, J. K & L ON SKEET T TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SE( BLUE TAP TAPPER+ • SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4, SHEET 11 10 HV BLADE QtvLY ® 2011 EASTERN METAL SUPPLY, INC. BERTHA NVTM �.�',A■ Accordion Shutter System H V. BLADE #1 W/ OR W10 H.V. WINDOW 11AM American Shutter Systems 1 Association, Inc. ) OLD 11-06a 11/29/11 GATE: 11/29/11 4268 West Roads Drive West Poim Beach, FL 33407 Phone: j8CC)432-2204 . Fax: (561)209-8380 2 DRAWING No 3 11-193 ....... .. ... .. .. .. ,,r LTip ;4 mmm®�*•lmQflQnm[MOE �mmmm�mmmom®m��m a�@OOQQQo @m@@rm�c� avvor�vv� QQQQQm©Q /i, � ®@@naQQn @@@@@@f�ry avvvvvvEs QQQQQQQQ 355 N.W. 36tH. St., S:a. 305. YIRGiNU GARDENS, iLaR1DA ]3166 • • • • • • • e m@miavQlv[� • • • • ®@@@�Qor,� avvvvvv� � �i�}' '�' � -'UF-- -� � -�Q Phone (}05 6]1 -1530 fa• (305)871-1531 a -male tilleco6aoLmm ®oQQQQQQ • • • • • m@@onQQv TER Jr. P.E. @@@@@m®Ia r(avv®0000 • Q©QQnQ • • • • • • • • IAA 1` QQ @@@@®��Q �DDOODEiOii QQQQQQQn MEMm@@OgQQQ m@SDE'rQOQ®@@@@f�0®00000A000©E�QQQQQ �@mv ' voci.@@@mlvommv©EavvomQ©©oQ©aQQ @¢7D ,mm �@Q�0 QQQ@@@m000QF�0©EivE1E�DE7f�Q©QQQD© m@mF� ° QQ[�@@@@@®F�30t7000��OQQQQQQQQQ , @@OQQQD@@mFa3Q®�QF�0A0© QE&iQI�QQ QMm ®@�ao mm @@@momma oovv©®mo ®[�©©Qm mi000MM@@MUv®®©Q r(avvvv®i®C� Qom©©m®mama m@ QQQo®QQQ ®@®' �DOQQ@@QQ©0©0 QD©00®OQ QQQg©QOQ ®@mouolQv@®mamQaaniaoonnomOQnQ o®mo ®@mv=voQ@@mom®®oovammrnoOQ000vv©o I,m@aaQ QQQ@@@m©®OrraovooQvvvv©vAQQooQQQQQ m@mvaQvu@mmQmonmQQOQ000aQ®® m@mionoQnm®mo®mon©0004©oOQaQ©®con ®m@monQao@@mIv®nQovoQmmQOOQQQQ®mn m@mor�QQo@@�mQ®®O vvovrivo Q©©QOQQQ� fommx mm@Ommmmm0ME IM=no= MQ©ilQO m@m�v4QQv@m®QQ�on000mQmnOQaQQ©®on m@OaQQnv @�imQOt�nn i�0�0©0OO QE3QQ0©an m@m0ElOOL7@@m��sE�OF�0000F�QQQQQQ®QQQ m@�aonQoe�QQ©m o®OvvoQmoO oQQQv®o m@mQUQns @aas�Q®inn a1M®mmI1nnO �OQ®©von m@mm M� @Wfsmm omm®voOQOQ®®nov MIM MHIMmwMEUMMM©QQom@mv- v@@v oi�a@oQQononomo©onoQ©©m©nnn ®m@mvOQOOmmQavaooEaaQo©voOQ®QOmovml m@IPA oQmos�mv®mmvv m@mvoommo�000vrao©v 0000®R®o osv Q�r©QQo nQoo; m@Q7BETlpOO m0®LLtivOnn 000®me�nO Q!7©©®n00, 'i m@®ocO>oQ mm®m®voo vv®mneaoO Qom®©vAv , m@roQe�oov@iamQOQOQFa0000Q©OQo©QOQ®® m@mevvoo�a QnnQnnoo ovm®®rt�oO QQv®vQnn m@mQrmno m®Qlvnnnn EaoQ®nano Qo©Qvnnn m@miEsic�osa�oQom0000mm®ovooQ©mm©moo ®mm�oo v®®voovo o©©ovwol°Eiimvvvvv m®mr-onnOnnm�vnnn MMMMM vO QQ©mon On m@mosvos�mr!®Qo©ovovvovvovOQovQooOo 'm®OvvoMQMM©©vav0MQaB® oMQMIN Smno m@@oOlooammnOno Ov nonOQo©noQno n ,M®�novo��®©�vvv®®ovv®soQ©©v ®m®��so� ��eve�e oQio©vo�o ©©©sovs MM w�voOo� ' �mv®©ovv° i�i®vvvoa ®ovv©�mo ROME i vo� 000vgede®MMMM=Mm= TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SE( BLUE TAP TAPPER+ • SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4, SHEET 11 10 HV BLADE QtvLY • •• •• • • • •• •• ••• • • • ••• • • RIDA Bl11LDING CODE(High Velocity Hurricane Zone ® 2011 EASTERN METAL SUPPLY, INC. BERTHA NVTM �.�',A■ Accordion Shutter System H V. BLADE #1 W/ OR W10 H.V. WINDOW 11AM American Shutter Systems REV.NO DESCRIP110N I DATE I DRAWN 6Y: A,G Association, Inc. ) OLD 11-06a 11/29/11 GATE: 11/29/11 4268 West Roads Drive West Poim Beach, FL 33407 Phone: j8CC)432-2204 . Fax: (561)209-8380 2 DRAWING No 3 11-193 ....... .. ... .. .. .. ,,r LTip ;4 E c o im,, HYD4�67 /i, � TILLfT TESTING & ENGINEERING COMPANY 355 N.W. 36tH. St., S:a. 305. YIRGiNU GARDENS, iLaR1DA ]3166 • • • • • • • e • • • • • • • • • • • • • � �i�}' '�' � -'UF-- -� � -�Q Phone (}05 6]1 -1530 fa• (305)871-1531 a -male tilleco6aoLmm • • • • • • • =e FS, •-1ORI wk...., A\ TER Jr. P.E. • • • • • • • • • • • • • • • • • • • • IAA 1` A.DPWT1 RORIDA lie # 44167 • •• •• • • • •• •• ••• • • • ••• • • RIDA Bl11LDING CODE(High Velocity Hurricane Zone ® 2011 EASTERN METAL SUPPLY, INC. BERTHA NVTM �.�',A■ Accordion Shutter System H V. BLADE #1 W/ OR W10 H.V. WINDOW 11AM American Shutter Systems REV.NO DESCRIP110N I DATE I DRAWN 6Y: A,G Association, Inc. ) OLD 11-06a 11/29/11 GATE: 11/29/11 4268 West Roads Drive West Poim Beach, FL 33407 Phone: j8CC)432-2204 . Fax: (561)209-8380 2 DRAWING No 3 11-193 (1) HV BLADE 0R (lj� HV -BLADE. W/ HV WINDOW BLADE WORKING IN UNISON* ♦ SEDEU6IAAOOF UFO HEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOMT SHALL BE AS FOLLOWS: 3. SUBSTRATE. SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) RMIMUM DESIGN PRESSURE A GnTN MAX SHUTTER SPAN RATIN^ (p s f � AND CORRESPOhIJING MAXIMUM ANCHOR NEEATTVE A li DESIGN PRESSURE RATING Aho A CORRESPONDING (SEE MOUNTINGS ON SHEETS 16 & 17). SPACING A.), SCHEDULE FOR L40UNTING TYPE. -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) EXCEPTIGN: SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S•) U PER 'TRATE -MIN. 1/2' COX PLYWOOD (1986 APA) 2. ANCHORS TO HOLLOW CEIU14G SHALL BE AS PER MOUNTING TIDE U. SHEET 17 AND SHALL CONSIST OF • • • • LAG SCREWS AS PER NOS 2005 SPMF[CAT10NS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECONMENOAPONS AND SPECIFICATIONS OF THE SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE ANCHOR'S MANUFACTURER: SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 Wl MIN. G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. 0=0.38 PLYWOOD MIND Q.Sp W/ W/ MIN. G=0.43 W MIN. G=0.36 SP M� WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS S.C. WALL MOUNTINGS 8.0, WALL MOUNTINGS 8.0, WALL MOUNTINGS • • • • • M, N, O & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS P& Q S& V S& V S& V �N�. . . W& X W& X W& X REV.Na DESCRIPTION GATE DRAWN BY: A.C. ASIC BF9(A' AWM PPELSH WING W, AU. IBM f&" 7rox WAIL (PX 00 KWM P8S911E WK ASB. M901 O80M PMS91E 6K W ASA DOIN SM PIES K RM W ASA OW tFG4M fMK WK ASA Mail NDW KOK UK W ASL Mill MK 11$3M "C.0 AS.O. ON Oft RHM AWN WI ASA in WAN NYM Rin 30 40 60 75 90 05 30 40 60 75 90 05 30 60 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 30 AO 60 75 90 O5 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS '-0' OR LES 12 10 101 9 8 8 6 6 6 b 16 6 12 10 1019 18 IS 6 6 6 6 16 6 112 110 1019 18 8 6 6 616 fi 6 6 4 4 4 7 112112 12'i2 12112 12 12 12 72 12 12 12 12 12 12 12 12 2 DRAWING Na 12 10 IOIS 8 8 6 6 6 6 6 8 12 10 1019 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 8 8 8 b 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 1? 12 12 12 12 12 12 12 • • •• 72 70 10 9 8 8 6 6 6 6 6 5,5 12 10 1019 8 8 6 6 8 6 8 5 12 10 10 9 8 8 6 8 5 5 6 5 4 4 d 3-. 92 12 12 12 12 i2 12 t2 12 12 72 12 12 72' 12 12 1? 0. 00067 19 WALTER A. TfLJrP.E'••• 12 10 10 9 6 6.5 6 6 6 6 5.5 4.5 12 10 10 9 6 5 6 6 6. 5.515 4.5 12 10 10 9 6 $ 6 6 5 4,5.6 5 4 4 J.5 - 12 12 12 11 12 12 12 72 12 12 12 12 12 12 12 12 11018.5 7'-0" ' 12 10 10 9 6.5 4 b 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5112 10 10 7 3.56 6 5 4 7.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 72 -,0.59,5 7.5 8'-0" 12 10 10 7.5 a.5 3 6 6 6 5 4 3.5 72 10' 10 8 3.5 - B b 5 .5 3.5 } 72 70 10 4 6 5 4.5 J.5 3 jr'�' 6 5 4 - - 12 12 12 12 12 12 12 12 12 72 It 9.5 12 12 1.5 9 7.56.5 12 10 10 5 3.5 - 6 6 5.5 .5 35 3 12 10 j 9 4 6 6 4.5 4 3 3 12 10 4 3 6 4.5 4 3 3 6 5 3,5 - - - 12 12 12 12 12 0. 12 12 12 11. 9.5 8.5 12 12 10 8 5.5 .5 72 10 7.5 4 - 6 6 5 4 3 - 1? 40 6 3 - fi 6 3 - 72 10 3 - 6 4 ,5 3 - 6 5 - - - 12 12 12 12 1,59.5 i2 12 12 10. 8.5 7,5 12 12 9 7 6 510 5:5 - - 6 6 4.5 - - 12 tO 4.5 - _5 6 5.5 3.5 - - 12 10 - 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 '"72 1- - 6 6 4 - - 12 70 3.5 - - fi 5 3.5 - - 12 70 - - - 6 5 J.5 - 6 5 - - - - 12 12 12 1. 9,5 8 12 12 11 8.5 7 b 12 1.5 7.5 fi 5 4 6 - - - - 12 10 6 4.5 - - 12 7.5 - - 6 4.5 - - - 6 4.5 - - 12 12 12 10. 8.5 7.5 12 12 70 8 8.5 5.5 2 0.5 7 5.5 4.5 4- IMU 6 5.5 - - - 12 7 - - - - - _ - 5,5 4.5 - - 12 7 .5 4:5 - - 6 3 - 12 12 12 9.5 6 6 72 12 9.5 7.5 6 4.5 12 ..5 5 4 3 - - - 6 - - - 12 - - - - - 5 - - - 72 - - 5 - 6 - - 12 12 71 9 7.5 5 12 1? 8.5 7 6 4 12 9 6 5 4 - - fi - 12 - - -5 - 11. - - S - - - - - 6 - - - - - 12 12 10. B.51b.5. 4 12 12 8 6,5 5 3 1. .5 5.5 4.5 3.5 - (1) HV BLADE 0R (lj� HV -BLADE. W/ HV WINDOW BLADE WORKING IN UNISON* ♦ SEDEU6IAAOOF UFO HEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOMT SHALL BE AS FOLLOWS: 3. SUBSTRATE. SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) - 1/4'0 TAPCON ANCHORS, AS -MANUFACTURED BY I.T.W. BUILDEX ri/ M911MUM EMBEDMENT AS VNDICATED AT -DOUGLAS FIR W/ G-0..50 (NDS.) EACH SECTION ON SHEETS 15 & 17. -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) EXCEPTIGN: SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S•) • • • • • -MIN. 1/2' COX PLYWOOD (1986 APA) 2. ANCHORS TO HOLLOW CEIU14G SHALL BE AS PER MOUNTING TIDE U. SHEET 17 AND SHALL CONSIST OF • • • • LAG SCREWS AS PER NOS 2005 SPMF[CAT10NS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECONMENOAPONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER: • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLORDA BUILDINGNi h Velo6ty Hurricare Zone • • • • • • • • • • • • A. TltLj .� 001EASTERN METAL SUPPLY, INC. BERTHA HVT. ........ 114j1�P A,,3 T, . ....... . . ' ME C o S S Accordion Shutter System • • • • • • • • • • . • { _ : �N�. . . H.V. BADE #1 W/ <X? W/O H.V. 1MNDCW BLADE REV.Na DESCRIPTION GATE DRAWN BY: A.C. * �• '1�' 1t a American Shutter Sysf•!ns "Q •, 'ST lJ{ • TILT TESTING & ENGINEERING COMPANY 5]55 Nw. 31. 81., S. 30.5. VIRGINIA GWQENS. -ROA 33188 Association, Inc. t OLD 1:-0b4 11/29/11 PATE: 11/29/11 2 DRAWING Na • ••• • em7e:570 . F tilt -0.6- 4268 West Roads Drive West Polm Beach, FL 33407 • • •• • •• •• • •• 00067 19 WALTER A. TfLJrP.E'••• a oe: (eco)432-2204 .Fa(561)209-83e0 -1930 1 • • • • '.�"(��J�R��((y�,111 FLORIDA uic. #44167 • •• • • a 1$ OF 20••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 t/2" Min. PENETRATION OF THREADED AREA TO J U1-4 r-fNr_QgUML KAIINAJlima 1 4% V& YVVT%t\lrqv in WI-41,3yrt r-1/4"0 TAPCON OR ' TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY p OR EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 75) W/ 1 1/2" Min. PENETRATION I I t OF THREADED AREA TO pSEPARATION� OR � EXISTING W000 HEADER. p Sj4, 7 / (SEE SCHEDULE ON SHEET 15) p`"— tt FOR BIAS (1J PND 1" Nin. 1/4"0-20x7/4" S.S. MACHINE SCREWS EXISTING p ON 19 FOR I 1 OR i 8 i -E EG W/ 1/4'-20 NUTS • 12" O.C. CLASSY BtA0E55 1 & Q � p WALL & FINISH I r t N \ 7i*i-WALL FINISH I N ®• i\ - —OPTIONAL II I I ¢a � OR EXISTING MIN WALL1 { FINISH WOOD HEADER 'NG MIN. o p x4 _ WOOD 1/4"0 TAPCON OR EXISTING IMN SEPARATION I HEADER REQUIRED ' TAPCON WITH ADVANCED CUSS TO aAM (S p MIN. SEPARATION { i 2"x4" CONT. SILL _ W/ 1 1 1FO/2''. TECHNOLOGY I Wf 1Min: PENETRATION 1'r�OREd DE(I}MTA y7 TO CUSS ! PLATE REO'D. Of THREADED AREA • iZN SF♦EET 19 FOf2 I EXISTING X (SEE SCHEDULE MID WIDTH OF W000 PUTT 11 &ADES tCj& GLf55—p ON SHEET 11) I (SEE SCHEDULE ON SHEET 15) O HV -WALL HEADER IN TALLAT ION (�) HY WALL HEADER INSTALLATION 0 t WALL SILL INSTALLATION .. --EXISTING -�— --_ § MIN'SEP�SION i MIN. SEPARATION L� CUSS— MIN. CLAS TI ! TO 'CUE$ ( 7 (SEE SCHEDULE { TO C1A55 I 1 EXISTING 1�—(SEE SCHEDULE ! ! 2`x4" CONT.SCHEDULE—,! { { r:', EXISTING ON SHEET 11) x *000 FLAT£ ON -GLASS ON SHEET ' 1) : CUSS —' ON SHEET 11) .I I,. i' % I a p I - REO'D. I I In'—+ '�j i/<"m-20x3/4' S.S. MACHIN20xCRE 5.5. MACHINE SCREWS W/ ` { MACHINE SCREWS I ! WALL _ 1/4"-20 NUTS ® ®MZ"10/C"-20 NUTS 1 FINISH III Ili I I t I ORI 8 1 oR 1® I OR 1 OR 2"x4" CONT, t i -{O 0 1 M) GR� WOOD PLATE t 1 O c Min. 1/4-0 { RE0'O. — 'Min. w t -_) M/4"e WITH OR 1� 1/4'0 TAPCON OR ` TAPCON WITH ADVANCED 111 1J4"0 TAPCON OR y THREADFORM TECHNOLOGY ' �1 I TAPCON WITH ADVANCED NOTE:. 1� i 1)� 11; TAPCON WITH ADVANCED 11111 11 2'x4 CONI, THREADFORM TECHNOLOGY W/ 1/2' Mn. PENETRATION OF , THREADFORM TECHNOLOGY t -SEE SHEET 4 FOR TYPICAL SILL PLATE W/ 1 1/2" Min. PENETRATION THREADED AREA INTO PLYWOOD. t W1 M/2" Mir. PEYETRATID OF SHUTTER ASSEMBLY. OF THREADED AREA (SEE SCHEDULE ON SHEET 75) EXISTING NIH. 2"x4" STUDS THREADED AREA INTO PLYWOOD. 2 -MOUNTING SECTIONS CAN BE REO;. ',1V.. FlN SH (SEE SCHEDULE ON SHEET 15) COMBINED IN ANY WAY TO MIOWIOTH OF WOOD PLATE. 1 Lt/2" MIN. COX PLYWOOD REO'D. • 76" O.C. MAX REO�D _ SUIT ANY INSTALLATION. (SOW SCHEDULE ON SHEET 15) 1 PLYWOOD A O ATTACHED TO 1/3 MIN. COX WALL FINISH R HY W,4 SILL INSTALLATION -, PLYWOOD MIN. 2"x4"_STUDS • 16" O.C. MAX, RDAC, STUDS- IN ACCORDANCE WITH PLYWOOD REDO. O��` AL A PLYWOOD TO BE ATTACHED TO STUDS 1N ACCORDANCE SECTION 3332 OF THE F,B.C. •SEE LIMITATIONS OF uSE OF ='L '�� WITH SECTION 2322 OF THE F.B.C. BLADE to ON SHEET 1.9 - P j{jt WAL SILL 1NSTdLLAT10pl T�Q HY WALL SILL INSTALLATION RUILDtNGCODE(High VeGCit Hurricane Zone • • • • • : • • • • • • • • • • Ill ld 02011 EASTERNTHA METAL SUPPLY, INC. • • • • • • • • • • • �CEt 9 Accardian Shutter System x��..� �1. ECO1Nc. ■ a r ■ • • • • • • • • • • • • 'NA nv X4 1�7 ., '"�- H.Y. >3LADE #T W/ OR W/O H.V. N1N[>0'VJ BLADE 4 TICCIT TESTING &ENGINEERING COMPANY American Shutter Systems OEV.N. OE%WPTION DATE DRAWN BY' A.G. 8355 N.W. 36th. 51.. St.. 305. VRGMA CARDO'S. FLORIOA 33166 ASSOCICItIOri, Inc. 1 OLD n-064 n/s91a1 Date'. 11/ze/n STATE AF Q Ph—: (3os)(305)87'.-15304268 West Rootls Drive = -ts3o . For (305)871-15311 DRAWING No • • • • • • • • • • • • ' � t e -m d: Mmeo•ad.eom West Palm Beoch. FL 33bO7 3 • • • • • • • • • ��n'' F!OR1DP..`�� EB -0006719 Phone: (800)432-2204. Fax (561)205-8380 11-193 • • • • • • • -ijs �YYYAL�iN171L WALTER A TMLLR Jr. P.£. j.+ L • • • • • • • • • • J I ATE FLORIDA Lac. !9 14187 5 SHEET • •• • •• •• • et a 16 OF 20 owe 0 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I& HV♦ BLADES (AS APPLICABLE) NOTES: I -SEE SHEET + FOR TYPICAL SHOTTER ASSEMBLY, 2-MOONTING SECTIONS CAN BE COMBINED 1- IN -ANY -WAY TO SUIT ANY INSTAUATKIN i 'I MIN. SEPARATION TO f.LASS EXISTING ;�-(SEE S6 FDULE ON SHEET 11) GLASSJI N B a WALL -- FINISH J (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER • 24' O.C. REQUIRED -WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTAL —2" MIN.--� 1/4'e I'N OR 3/4" M.,THK. EO (SEE SCHEDULE ON SHEET 15) • eEiAOE IAAON SHEETu 9 OF C)J HV WALK—OYER INSTALLATION. FIO210A FII1II31NG CODE(High Velocity Hurricane Io _ rTAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1 (6063-T6 ALLOY) W/ 4"x8' (MinJ EXISTING ...... W/ 1 1/2' Min. PENETRATION 1 1 S 10 /IRPFTER WOOD BEAM REQUIRED. Accordion Shutter System OF THREADED AREA TO OC Of FJORSTRCREWS USS. LOCATE LAG SCREWS AT STRUCTURAL ADEQUACY ,p�. EXISTING WOOD HEADER. H.V. BLADE #1 W/ q2 W/0 H.Y. 1MNIXNJ BLAB;: 1/4"e -20x}/4" S.S. OF EXISTING W000 BEAM I ` (SEE SCHEDULE ON SHEET 15) —,t •Min. ,- PHIWPS TRUSS HEAD TO BE CERTIFIED BY REGISTERED ENGINEER OR E(>' V.N.REDESCRIPTION GAIT DRAWN B : A.C. _ 19 -EC- pC,MINE SCREWS EW/ 0 NUTS ARCHITECT PRIOR TO * —I 2" Min. PENETRATION OF O.C. SHUTTER INSTALLATION. -- THREADED AREA VALID FOR INSTALLATIONS WITH 72 paf 1 aR 1 S 1/4°6 TAPCON OR I • • • • MAX. ASA, DESIGN LOAD AND I TAPCON WITH ADVANCED EB-DDD6n9 WALTER A. nLLIT Jr. P.E. a W-0` MAX, SPAN.THIS 257" THREADFORM TECHNOLOGY t irl M 1 OR • II' Mex. W/ 1 1/2" Min. PENETRATION' •. z_ ' '--OPTIONAL OR EQUAL. OF THREADED AREA TO EXISTING WOOD BEAM .., = Of Z (SEE SCHEDULE ON SHEET 10 'EXISTING MIN 2"x4` I I EXISTING EADER REq'D H MIN. SEPARATION I I GLASS LAS$ II T(1 GLASS I I (SEE SCHEDULE ON SHEET 11) EXISTING GLASS �S HV HEADER INSTALLATIDN TO TIES -1 sa&u O WALL 11 TORSADE I Am � `Nit I 61ADLs(D NOTES: I -SEE SHEET + FOR TYPICAL SHOTTER ASSEMBLY, 2-MOONTING SECTIONS CAN BE COMBINED 1- IN -ANY -WAY TO SUIT ANY INSTAUATKIN i 'I MIN. SEPARATION TO f.LASS EXISTING ;�-(SEE S6 FDULE ON SHEET 11) GLASSJI N B a WALL -- FINISH J (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER • 24' O.C. REQUIRED OT HV -CEILING INSTALLATION OHV. CEILING INSTALLATION � I ro' I 1 OR I&* IMIN. SEPARATION I tl TO CLASS �I-t&WEIII/NO 1 -j{ (SEE SCHEDULE 1 £%�\ I rn�O�t�9 Fb®1 - I� ON SHEET 11) TE_ _� ANCTEHROR i ))10x3/4" EXISTING 8 t I 1 .oCAnoH HEX GLASS—, • Max. /4 ® ` 7 }/6 WASHER HEAD TEK 2"x6" MIN. WOOD I I SCREWS • 12' o.a i 3 oR® DECK REQUIRED (NO FINISH ALLOWED) 2•x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) I -EO EE�1/4"P-20x3/4" S,S. 1�_ _1 f4'0 TAPCON OR 1" PHILLIPS TRUSS HEAD TAPCON WITH ADVANCED Min. MACHINE SCREWS THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS W/ 1 1/2" Min. PENETRATION a 12' O.C. OF THREADED AREA • • • • • • • • • • • • • ,,II''�1•TI a„- A;•T�(t�T EDGE OF DECK) —~ IF APPLICAB! E _ ----`- 2" MIN. �� 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHIOLOGY �E OF 2 MIN. DECK IF APPLICABLE EXISTING SOFFIT IJ4"f F.H. TAPCON OR F.H. TAPCON WITH ADVANCED n+.READFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA 0 MIDWIDTH OF WOOD PLATE. —2" MIN.--� MIOWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 15) O HV WALL SILL INSTALLATION 3/4" M.,THK. EO (SEE SCHEDULE ON SHEET 15) • eEiAOE IAAON SHEETu 9 OF C)J HV WALK—OYER INSTALLATION. FIO210A FII1II31NG CODE(High Velocity Hurricane Io •'x+'XI/8" CONT. ALUM. TUBE SM.S. 1 (6063-T6 ALLOY) W/ • 6"v.C. I ...... . 1 1 S 10 /IRPFTER Of 1© Of I Accordion Shutter System • • OC Of FJORSTRCREWS USS. LOCATE LAG SCREWS AT I I ,p�. . H.V. BLADE #1 W/ q2 W/0 H.Y. 1MNIXNJ BLAB;: • • • • • MIOWIDni OF EXISTING W000 I / r �* American Shutter Systs.0 V.N.REDESCRIPTION GAIT DRAWN B : A.C. MEMBER, (2" Min. NOMINAL WIDTH) OPEN HOLE AT EACHW/ 1 * —I 2" Min. PENETRATION OF STUD TO ACCEPT 5/16"0 LAGSCREW THREADED AREA VALID FOR INSTALLATIONS WITH 72 paf AT CENTER OF TUBE. 4268 West Raads DTive West Potm Beach, FL 33407 I • • • • MAX. ASA, DESIGN LOAD AND I ;��(:'••. �OR10R •''� 1,.`1 EB-DDD6n9 WALTER A. nLLIT Jr. P.E. Phone: (800)432-2204. Fax: (561)209-8380 W-0` MAX, SPAN.THIS MN serAwnoH I To EXISTING -'I TJEWI6 DN(s,gET GLASS—��N �a1D t�l • • irl M 1 OR • INSTALLATION IS ONLY VALID GRAMTY OF 0.50 FOR WOOD W/ MIN. SPECIFIC FlR OR SOUTHERN PINE Nom2, OR 35 SHEET7 OR EQUAL. OT HV -CEILING INSTALLATION OHV. CEILING INSTALLATION � I ro' I 1 OR I&* IMIN. SEPARATION I tl TO CLASS �I-t&WEIII/NO 1 -j{ (SEE SCHEDULE 1 £%�\ I rn�O�t�9 Fb®1 - I� ON SHEET 11) TE_ _� ANCTEHROR i ))10x3/4" EXISTING 8 t I 1 .oCAnoH HEX GLASS—, • Max. /4 ® ` 7 }/6 WASHER HEAD TEK 2"x6" MIN. WOOD I I SCREWS • 12' o.a i 3 oR® DECK REQUIRED (NO FINISH ALLOWED) 2•x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) I -EO EE�1/4"P-20x3/4" S,S. 1�_ _1 f4'0 TAPCON OR 1" PHILLIPS TRUSS HEAD TAPCON WITH ADVANCED Min. MACHINE SCREWS THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS W/ 1 1/2" Min. PENETRATION a 12' O.C. OF THREADED AREA • • • • • • • • • • • • • ,,II''�1•TI a„- A;•T�(t�T EDGE OF DECK) —~ IF APPLICAB! E _ ----`- 2" MIN. �� 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHIOLOGY �E OF 2 MIN. DECK IF APPLICABLE IJ4"f F.H. TAPCON OR F.H. TAPCON WITH ADVANCED n+.READFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA 0 MIDWIDTH OF WOOD PLATE. —2" MIN.--� MIOWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 15) O HV WALL SILL INSTALLATION ........ W/ 1/2" Min. PENETRAnON OF THREADED AREA INTO WOOD DECK. (SEE SCHEOULE ON SHEET 15) Cb_ELQoR INSTALLATION (SEE SCHEDULE ON SHEET 15) • eEiAOE IAAON SHEETu 9 OF C)J HV WALK—OYER INSTALLATION. FIO210A FII1II31NG CODE(High Velocity Hurricane Io ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 02011 EASTERN METAL SUPPLY, INC. ........ BERTMA HV TM • ......... ...... . o,�-= ��GEN� - TL Eco AS.A Accordion Shutter System • • • • • • • • • ,., � ��;�:$;.�� - t ,p�. . H.V. BLADE #1 W/ q2 W/0 H.Y. 1MNIXNJ BLAB;: • • • • • • • • • • • • / r �* American Shutter Systs.0 V.N.REDESCRIPTION GAIT DRAWN B : A.C. * TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-064 11/129/11 GATE: !I/ �O. p i4 1 8.155 N.W. 35N,. St, sl<. 305, wRGWIA GARDENS, fl9PoDA 3J 16fi Phony (}0571-1530 Fax (305)871-1531 e -matt NR«a•aa.<om 4268 West Raads DTive West Potm Beach, FL 33407 2 DRAWING NoFIC - } • • • • • • • • • • • • ;��(:'••. �OR10R •''� 1,.`1 EB-DDD6n9 WALTER A. nLLIT Jr. P.E. Phone: (800)432-2204. Fax: (561)209-8380 4„; • • • • • • • 1[� �{}1 �'Pj��bkfi� + E FLORIDA Lic. # 44167 35 SHEET7 • • Of Z ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w®a©•O7 1 OR ®* nOa1�.®a END INSTALLATIONS n HV & 6k HV* BLADES INTO 2"x4" kf]N. WOOD STUDS. T TRACKS 2"x4' MIN ` «®wn. O ,N�, �rli,_.fa,,(ea TO TRACKS '_., WOOD STUDS .',.I 1/4'4 TAPCON OR TPPCON Q'�w®"LY'w'V'`L3 2'x4" MIN. (AS APPL1CA91E) O•®«iS,®w®'® '\ / \ / H ADVANCED THREADFORM \ TECHNOLOGY ITW eUILOE% 2"x4" MIN. WOOD STUDS RED'D. a 2'x4' MIN. W000 -END CONNECTION DETAIL \ ! - (ASS APPLICAEIE) W ,;SND_ \ / \ / ANCHORS O e' O.C. W/ 1 1/2" MIN, THREADED ExlSrrcc 4 REOUIRED'ONLY FOR SPAkS GREATER TRAIN 12'-0°- _ 1"X4' MIN. WOOD - MM �PARATION STUDS' REO'0. SNDS REO�O. TECHNOLOGY ITV eUILOEX ANCHORS f 1/2' MIN. THREADEDPENETRATKM \ / MN. 4PAMTO+ SEE LIMITATIONS OF USE OF TO GLASS (SEE W/N MAIN 0! PTO STUDS INTO -SPUDS O 12" D.C. �/ \ BLADE UA ON -SHEET 19 SCHIMAI E ON SHEET 11 FOR euCEQAND EXISTING QIASS / h PENETRATWN TO i/2' CD% ON AiEiT 19 FOR RIAOES©e Qr� /2 / \ PLYW000 P NO STUDS EXIST, EXISTING CLASS EXISTING GLASS H / \ I EXISTING GLASS MN. SEPARATION B OR®OR(13OR 1/2' MIN. COX PLYW000. N TO MASS (SEE ON SHEET .e f+:• .'*�,..,t :. a •.%;';n'� 1/2" MIN. COX ;t ' PLT'N000. "i" •.. x :.. ` ' , x . , ,. MIN. AAAIKY! TO BASS (SEESCHEDULE 2" MIN. MN, 5 TKKI 9/2' MM. COX " 1.•L SEPARADCN 1I FOR RACE® ONSHEFON 4 1/16" 3 X 'WALL ¢ I Stl1EDUlE ON SMEEf .,a_': , ... �( T PLYW000. •. \ --1 it FOR RADE 1 0� 19 R.M1ES�@ (5067 -Te) T. FINISH 1/2" MM. COX 1� DA sLAOE 19. OR 0 ,• ➢RAIN. 11 FOR RADE m AND CN SHEET 19 FOR 1/2 //We ON SHEET 19 FOR L.iO•®a '- ll FlN!SH 2 4 W000� WALL '"®a® Oa_�VO'�°' 5TU05 REO'0. FINISH. CL05ER OCATE 1/2"I PLYWOOD, WALL �a ®•`lyl•:i•®« ®. t-') "�'®a RADE M_ f(rT$ sutmok� 1/2" MIM .'(L AT OTHRSIDE MINI J FINISH • V!E t•M 2'NaX -OF I _ _ . R 1/2" s.Ms.m(i taaea-n AI.." A MI6Dmli - — - 1 •I6 C. CIO, 5 O.C. a h) 1/41 TwCOM \ CinaeA�artw"'1NM rzm NW Wrt0Al 5 ¢ , CA " ac.M 1 w®a©•O7 1 OR ®* nOa1�.®a SEE I1EfAL X POR 1 on ®* 510E CONNECTION SEE DETAIL x FO f3J SIDE CONNECTION TO TRACKS I 1 (�( �4 AR 6a rc 4 Crlrtn soc aFQ I OR (9* SEE DETAIL X FOR SIDE CONNECTION T TRACKS ` «®wn. O ,N�, �rli,_.fa,,(ea TO TRACKS '_., Q'�w®"LY'w'V'`L3 ®'®w�```l�#^®r�r O•®«iS,®w®'® V t9 CONNECTION -DETAIL -END CONNECTION DETAIL C7) SND CONNECTION DETAIL * ENU CONNECTION DETAIL 0 ,;SND_ EXISTING GIA$S 1/4"e TAPCON OR TAPCON 1/4'a TAPCON OR TAPCONGLASS WITH ADVANCED THREADEORM WITH ADVANCED THREADFORM ExlSrrcc 4 REOUIRED'ONLY FOR SPAkS GREATER TRAIN 12'-0°- _ 1"X4' MIN. WOOD - MM �PARATION STUDS' REO'0. TECHNOLOGY ITW euILOEX ,ANCHORS W/ 1 102' MIN. THREADED PENETRATION TECHNOLOGY ITV eUILOEX ANCHORS f 1/2' MIN. THREADEDPENETRATKM ) p TQN1 /2'S.N.S. MN. 4PAMTO+ SEE LIMITATIONS OF USE OF TO GLASS (SEE INTO STUDS O 12' O.C. INTO -SPUDS O 12" D.C. •15 O.C. ZA GS ILE ON t-EEr 4 BLADE UA ON -SHEET 19 SCHIMAI E ON SHEET 11 FOR euCEQAND t/2" MIN. 4• Il F'OR RAGE .. ON AiEiT 19 FOR RIAOES©e Qr� /2 i v� 5 ON SNiZT 19 FOR aADFs�r �q ---- y; TMS j B OR®OR(13OR N ®).®OR OR� COR 1 5 2" MIN. 01 OR * 4 ¢ I `11 y,,":: ,• ➢RAIN. .; � loa 8�1oR�OR //We „ L.iO•®a '- ll FlN!SH 2 4 W000� WALL '"®a® Oa_�VO'�°' 5TU05 REO'0. FINISH. VIEW .J: �•N'�.�-'�/"®a �a ®•`lyl•:i•®« ®. t-') "�'®a PLAN `LY `leu �,, �„'V'®°' �'�"'1�•®w�•`li °' END CONNECTION DETAIL 0 END CO PTION DETAIL �' DETAIL X .,, I (Hi h Veiocity Hurricane Zone • • • • • • • • • • • • FN. TI 0201! EASTERN METAL SUPPLY, INC. ER � . .. . . . . . ,, �P ■ NA HVTM • • BER • • • • • • • • • `\GEIV$� Accordion Shutter System .. 00: .. . . . • • 1704 z �. E is �N A��liLs'.S,A. H.V. i E 1 w/ aR W/o H.V. WNDOw 9 -AM * : American Shutter Systeme REY.Ne DESCRIPTION DATE DRAWN BY: A.G. � 6F TICCIT TESTING &ENGINEERING COMPANY 1 A / AY)t :J•�• aJss a.w: ]aM. sc.. St.. ws, vmelNM GARDENS. F:.Ga10A .JIa6 ASSaCiC1.ISih Inc. t DID it -o64 11 /26/11 DATE: 11 /29/11 • • • • • • • • • • • • ,, Ph— : (305)871-1530 . Fox ;(305)671-1531 4268 West RDads Drive 2 all: Oteco®ao1— West Palm Beach, FL 33407 DRAWING No • =��iS �??i' ES -0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 11-193 • • • • • • • • • • 'w. .,'.a Ni WALTER A. n,UT Jr. P.E. • • • • • • • • • • pC•,ti �Jj�PmcC'/DnrE FLORIDA Uc. M 44157 fi 8 EET O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2'. - WOOD Si (AS APPLIQ EXISTING GLASS I MN SEP H TO (LASS (SEE SCHEDULE 6N SWEET 11 FCR a" Q OND ON SHEET 19 R1A 9A^ES Q& 'S SC END INSTALLATIONS LHV & CA) HV* BLADES INTO 2"k4" MIN. WOOD STUDS. 1/4 a TAPCON OR TAPCON ;y - / H ADVANCED THREAOFORM \ 2".4" MIN. WOOD \ J TECHNOLOGY ITW SUIIDEX STUDS RED-, \ / PNCH ORS • e" D.C. \ / W/ 1 1/2" MW. THREADED `•` PENETRATION INTO STUDS OR F7 SI W/ MIN. 1/2' THREADED J P PENETRATION TO 1/2' COX .;' / \ PLYWOOD IF ND STUDS EXIST. EXISTING CLASS J EO\ 1� --� 1� 1 /2' MIN, cox PLYWOOD—.11 - 1/2" MIN. COX:. MIN. /WdE PLYWOOD. � '��` ^`><i"v TO GLASS (SEE WALL SCTEDJLE ON SHEET 21.'— STUD AIN. WOOD I� s REo'D, sruo \ I \ CLASS MAN — zEXISTING }I ESN. 56'PRAiIIXI N (LASS (SEE SCIfDI1LE DN SFEET it FOR BLACE(DMID / 1/2" MM. COX 1 PLYWDGo. 1/2 -' EXISTING GlAsS 1/4'0 TAPCON OR TAPCON rWITH ADVANCED THREADFORM I/4'0 TAPCON OR TAPCON W. ADVANCED THREAOFCFR /�OLAGS 21.'— STUD AIN. WOOD I� s REo'D, sruo \ I \ CLASS H / — zEXISTING }I ESN. 56'PRAiIIXI N (LASS (SEE SCIfDI1LE DN SFEET it FOR BLACE(DMID / 1/2" MM. COX 1 PLYWDGo. 1/2 -' (8083-T8) CCNT.FIWSH 1/2' MIN. Cox II RYA BLADE QANO , ON SWEET 19 FOR ALUM. CLOSER PLYWOOO.I N SHEET ®& FOR . ( WAIL J &ALiSQ&w 1 PLATE. 1/2" FINISH _ !• MIN. a 1Jg t' OR 4' x6w 2".4" MIN. WOOD SiUOS. (AS APPLICABLE) ALL IISH EXISTING CLASS �TK1N 4C TO GLASS (SEE LE ON SHEET O iYA B is (t�Mlp EX SHEI:TT 19 ICM SLIDES Q & AT EITHER SIDE MIN V. �ole_q In•w,_2. 1-JIO.t/2" S.M.S. O) _ ....-...`_ _ (aoee-ta nLMAAATTEEMEI aW *18 O.C. d1OxI/2" S.M.S. (t) Itm1/Y--<ds ToL) V 16 O.C. 4^� /�ji TMmx wmI ,bYN+cm S 4 L/ ' mIM¢Iw C9MmAM'1i AT DIRER sK5 ara 1 OR ®' 1 OR ®' sec tx=TaL x F 1 OR ®� SIDE CONNECTION J SEE DETAIL X FOR 1 OR ® ro TRACKS SEE DETAIL X FOR SIDE CONNECTION w®w�6�j•Q7aQa1�®w 510E CONNECTION L@«©'Qw$Qar10.�a ® TO TRACKS O TRACKS a a�«p. 60.02 •i?;-«EO.02 •®- �i Mpwp'®°'®•®« 60•©•d�«©•OO •S�- e. 0 pw® ®«®® END -CONNECTION CONNECTION D — CONHEC-TION -DETAILt� END CONNECTION DETAIL (Z -END CONNECTION DETAIL U �^' WALL flNISH 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0"- ♦ SEE LIMITATIONS OF USE -OF 4 BLADE IIA ON -SHEET 19- B DR®OROOR OT OR (V- 4 //�� t OR®OR � 04 244" MiN. WOOD/ WALL «&(' )-8-@0.0« I1�OR®OR Ov1 VIEW Y L �,p«®'�«Fi•® STUDS REDD. FINISH �w®.®a�.�a PLAN EXISTING END CONNECTION DETAIL END. -CCTION DETAIL FLODA BUILDING M(High Veiccity Hurricane Zone .00 • • • • • • • • EXISTING GlAsS 1/4'0 TAPCON OR TAPCON rWITH ADVANCED THREADFORM I/4'0 TAPCON OR TAPCON W. ADVANCED THREAOFCFR /�OLAGS 02011 EASTERN METAL SUPPLY, INC. BERTHA HV. L 1 TECHNOLOGY IrW SUILOE% TIC HNOLOGY TW 811(LOE% ) 3 . ....... • • • • • • • e • • • • MlCHORS W/ 1 AL2' MIN, MIN. ANCHOR$ W/ 11/2' MIN. Shutter System - MN. SEPNUDON 2"x4" WOOD I THREADED PENETRATION STUDS WN, WOOD STUDS ® 12° O.C. THRFADm PENETRATION I �tDx1r2' s.0 S, INTO STU175 O 12" O.C. ■ ■ ■ ■ NN. 5'Sa:ARgH TO GLA4 SEE t PINTO •16 O.C. i1LLIT TESTING &ENGINEERING COMPANY TO CLASS (SEE ON 91EEr tS`T N '. 6 AssocWlon- Inc. t/2' MIN. SCHEDUSCMEWLE 11 FOR�eI,�IOE®MO 11 FOR 6101E FOR ON STREET 19 FOR B.AOESQ&Qaf-'V ��' ��j[ \ Q it _ OR10 • • • • • • • , _FL$'Y� "' � S/0 7 71S EB DD06715 WALTER 0. TICCIT Jr Phone: (800)432-2204 Fox: (561)209-8380 4 —19,3 5 SHEET A �, �Ll \.. j i 05 ON SHEET 19 FOR •AOF5 Q& �^' WALL flNISH 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0"- ♦ SEE LIMITATIONS OF USE -OF 4 BLADE IIA ON -SHEET 19- B DR®OROOR OT OR (V- 4 //�� t OR®OR � 04 244" MiN. WOOD/ WALL «&(' )-8-@0.0« I1�OR®OR Ov1 VIEW Y L �,p«®'�«Fi•® STUDS REDD. FINISH �w®.®a�.�a PLAN DETAIL X END CONNECTION DETAIL END. -CCTION DETAIL FLODA BUILDING M(High Veiccity Hurricane Zone .00 • • • • • • • • . TILL J =� 02011 EASTERN METAL SUPPLY, INC. BERTHA HV. • ....... • • • • • • • TQtTR,S�4 ,,��. e/—'--L lvsF 9Accordion . ....... • • • • • • • e • • • • ,,�Qj - �L� r ! C q Shutter System �I�T' L 1 N o , ■ ■ ■ ■ H.V. 8AbE #1 W/ OR W/0 H.V. W HD01N BLfiDE ry 1 �x * American Stutter Systems i1LLIT TESTING &ENGINEERING COMPANY REV.HR DESCRIPTION DATE DRAWN BY: AA. 1 .OLD 11-064 11/29/11 DATE 11/29/11 tS`T N '. 6 AssocWlon- Inc. • • • • • • • • • • • • • • • • • • • • • .Q �• �Ar-y11 5355 N.W: 36M. St.. Sl 305 VAONw. GAPOENS,'�OMDA 33166 Phone ' (305)871-1930 F'c+ : (305)871-1531 e_ m5E LR 4268 West Roads On- West Poll Beach, FL 33407 2 DRAWING No 3 Q it _ OR10 • • • • • • • , _FL$'Y� "' � S/0 7 71S EB DD06715 WALTER 0. TICCIT Jr Phone: (800)432-2204 Fox: (561)209-8380 4 —19,3 5 SHEET • • • • • • • • f • !41 P.t.'iEjtJl�fJgN61�0ATE 67 FLORIDA Lic. <a157 ••• • •• s 18 OF 20 • •• •• • • • •• •• ••• • • • ••• • • r MAX. ALLO WIND SEE CONI DETA TO t FULL ELEYATION MIN SEPARATION TO Goss EXISTING GLASS STE SCHFDUIE GN SHEET 12 FOR BADE® ANa ON TMS SHEEP FOR BLWES Q& 4 __ w ___-___- �� + ____--___ a -____A____.+.--___ TWO. SYMMETRICAL C£NTERMATES 21 ® v W/24 OR C5 MO W/O y� (SEZ NOTE 4 ABOVE PL4N TYPICAL J) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (MA SHUTTER* NJ -S..-- 1 • GENER&t L1ARA170N5 AND, CONDMONS OF USE FOR �ROiPI ({iNv EHADE ACCORDION=amflS WORKING IN UNISON WOH HV- WINDOW BLADE /0 1, MAX, A.B.D. DESIGN PRESSURE RATING: +110. - 110 P.e.f. 2. MAX. SHUTTER SPAN: 9e". 3. ALLOWED MOUNTINGS: A, D, G & H ON SHEETS e, 7: AS WELL AS (}2M.00UNTINGS M. 0, T. u &&MERW OOANL SHEETS OPPD1566 &G 17. ONL CENTERMATES ' ALLOWED IAYOUTRYATQjC�)ED IN BESYNNCLU6FA ONLY AT EX.0 ESS SDE OF OPPOSING CENTERMATE. 5. (A) L'.^1 HV WINDOW BLADE SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN, CLEARANCE FROM TOP OR-BOTTCM EDGE OF HV WINDOW BLADE 1� OF ANY 3Y HOLE FOR 44 SHALL BE 12°. (C) FIRST OR T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1A (D) HV WINDOW BLADE (tA�1 MUST BE USED ALTERNATE TO A SCUD HV BLADEtO THROUGHOUT SHUTTER'S TH. (E)CE�TERNA TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLdDE 1 AT ERHER SIDE OF THEM, (F) POLYCARBONATE HV WINDOW 44 SHALL BE INSTALLED SO T T TABS FACE THE INTERIOR OF THE OPENING B NG PROTECTED, HV WINDOW K MUST DE ONLY INSTALLM AND LOCKED USING A HV SETTING TOOL PROVID BY ASSA, INC. 8.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME DUILDINGS-. ON SHEET 15, AS LIMITED BY SPAN ANO DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR, CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS UMITED 9Y -SPAN AND DESIGN LOAD (SEE "NOTES -1 & 2 ABOVE), 8. MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER SPAN MINIMUM SEPARATION TO CUSS 96"R S G!ff2n5w9 NOTE 4 AD= burrica ••• • • Y • ••• • • • • • • • • • • • • ••• ! • • •1• • • fl. �'_ 02011 EASTERN METAL SUPPLY. INC. • •• s • • • ••• • +''�tiR A:.. ��L/T Q� ✓9 =� BERTHA HV TM • • ' • ' ' EN F �c s _tr�L A S Accordion Shutter System 0-- _ C V 1Nc. ■ i■ DOW W HV. BLS #1 W/ OR W/0 H.V. WINADE ` / t L * : American Shutter Systems TILUT TESTING & ENGINEERING COMPANY REVDESCRIPTION OArE DRAWN BY: A.C. 1 OLD 11 -CeN 11 f29J11 DOTE: 17/29/11 • • /, TQC �T� Of \ 6355 y ASsocta li�nf Inc. • • • • • • • • • • • • • • • • • • _ 'w N.W. 38tF. St, SW, 205. W NIA GARDENS. I I^A 3"69 Phone : (}05)871-1530 . Fo+ (305)871-1531 4268 West Roods 0,ive west Paim Beach, FL 33407 2 DRAWING No O ,: ( iJ ,• Ys % i5' •� . 11 S 000• • • • • •GlLecoB99l • • • • • • • • • • e_ com EB . 9 ?hone: (800)432-2204. Fox:. (`S 7 )209-8380 2 4 • • • • • • • • • • �(p 11 __ /_j,L•/,5 �j1;TL+�eJDATE TILUT WALTER A. i LL. # Jr. P.E. F ORIw u . 6 4a,6� • • • • • • • • • • 6 19HEET OF 20 ••• • • Y • ••• • • • • • • • • • • • • ••• ! • • •1• • • EXISTING GLASS --- MIN. SEPARATION TO CLASS —(SEE SCHEDULE) REQUIRE^. • 6"O.C. MINMIUM 1 7 6 7/4"x u.035' THICK Min .1 CONT,,11, G11. STEEL TRACK CHANNEL, 43c 43a ASTM A-653 GRADE 40 Nin. G-60 I GALVANIZED FASTENED TO STUDS i t It • 6 O.C. W/ IR#6-1/2'TER SORENS ON INTERIOR & EXTERIOR FACE , INSTALLATIONS WZ (L HV BLADE --& HV C-ENTERMATES 43b O 4, INTO METAL STUD WALLS • 6 O.C. 0 > GENERAL ONS AND CONDITIONS OF USE FOR BERTHA I HV QLADE ACCORDION SHUTEER SYSTEM INSTALLATION TO METAL STUD WALLS 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.sJ. 2. MAX. SHUTTER SPAN; 84" 3. ALLOWED MOUNTING: til ON THIS SHEET, 4, ONLY ENTERMATE 27 W/ 24 HV LOCK ARE ALLOWED WITH 21 AR GED A SYMMETRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE, 0 AiEOUIRED MINIMUM VARIES, 6"x I 1/2"x 0.035' THICK Wn. ASTM A-653 GRADE 40 - 2" Mox. Min. 0-60 GALV, STEEL a w 0 METAL STUDS AT 16. O.C. MUST PENETRATE 3c 1" CENTERMATE 0 APPLICATION WITH BLADE 10 430 ED MINIMUM t Min. 8 1/411 0.035" THICK Ml x 1 43C :ALV. STEEL TRACK CHANNEL. .C. -653 GRADE b W,,, L-eO I ® 6 ZEE,FASTENED TO STUDS I RA& r.EXTERIOR FACE SCREWS I ".6"": IS' AS APPLICABLE EXISTING GLASS --- MIN. SEPARATION TO CLASS —(SEE SCHEDULE) REQUIRE^. • 6"O.C. MINMIUM 1 7 6 7/4"x u.035' THICK Min .1 CONT,,11, G11. STEEL TRACK CHANNEL, 43c 43a ASTM A-653 GRADE 40 Nin. G-60 I GALVANIZED FASTENED TO STUDS i t It • 6 O.C. W/ IR#6-1/2'TER SORENS ON INTERIOR & EXTERIOR FACE , INSTALLATIONS WZ (L HV BLADE --& HV C-ENTERMATES 43b O 4, INTO METAL STUD WALLS • 6 O.C. 0 > GENERAL ONS AND CONDITIONS OF USE FOR BERTHA I HV QLADE ACCORDION SHUTEER SYSTEM INSTALLATION TO METAL STUD WALLS 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.sJ. 2. MAX. SHUTTER SPAN; 84" 3. ALLOWED MOUNTING: til ON THIS SHEET, 4, ONLY ENTERMATE 27 W/ 24 HV LOCK ARE ALLOWED WITH 21 AR GED A SYMMETRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE, 0 -li T71 SYMMETRYCAL 1'0 GLASS 'k* BLADE SLACK DETAIL HVF IS VALID ALSO FOR 0 1/2" 12 MUST PENETRATE 3c 1" CENTERMATE 0 APPLICATION WITH BLADE 10 REQUIRED MINIMUM 6'x 1 1/2'x 0.035' THICK :. 43b -;VARIES,- 0 6 O.C. ,{— At ASTM A -65J GRADE 4D 2" Max,,' -:1 HV HEADER/Si ILL ENDS L VIEW Y_ v MIT. _0-50 MS WALE /SILL INSTALLATION (6 Min S AT, 16"STEELO METAL STUDS AT 16" O.C. **-- SIDE CONNECTION TO -RACK (Cont.) n_ !. - _ _ — _ — _ _ LEXISTING CLASS _ _ I 43 43b 43c'. 1 j j 5YETRYGAL_'' I I j 1 I CENTERMATES W 1. I 1 EXTERIOR ACCESS SIDE -12.000" Max. I- o — y��Qf:o63• O•QO 3® 1/4ag NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE MINIMUM SEPARATION R 3.400" Max, ax LENcrH + 1• SYMMETRYCAL 1'0 GLASS 43 1_/4"f1 -20X3" BOLT 2' 3 1 /4„ INTERIOR ACCESS SIDE MUST PENETRATE 3c 1" 7.373" 250" ( —I 0" (!® ®L_ 05Lid 1/4"0-20 THREADS I IA -0- 11M CONSTRU 43 .,.,.,x.,..,.x. R"A ., t — t. - COMPONENTS .., COMPONENTS EXISTING FINISH AS APPLICABLE SCALE: 3/8'= T" \(TYP. TOP -& BOTTOM) 1 SYMMETRYCAL CENTERMATES WI 2' 121 \�J " — T Z I ! —/� INTERIOR ACCESS SIDE ______________ _______ ______ I _ ----------------------- --- - __ (TVP) MIN. SEPARMTON TO GLASS IN WN 1111 1A KI TO GLASS W/ INSIDE LOCK ISE SO'EOLM (6• M,n 1 W/ 0UISIDE LOLK (SEE SM= — 11 t 3/4. 6 1/4"x 0.035" THICK Min, CONT, GALV. STEEL TRACK CHANNEL, A 653 GRADE (0 Min. G-eD .I GALVANIZED FASTENED TO STUDS . SEPARATION: VAR'I W/ (2) A6x4/2' TEK SCREWS ON MINIES _I INTERIOR & EXTERIOR FACE TO GLASS 2 :I (SEE SCHEDULE) Max. 144 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 21 2' 121 \�J " — T Z I ! —/� LOCATED AT z 11 +I 7- _I HV HEADER/Si ILL ENDS L VIEW Y_ v 3 T/4" (TVD) w (6 Min 24 **-- SIDE CONNECTION TO -RACK (Cont.) 6 1/2" (TYP) 71— }"— HVB BLADE SLACK DETAIL HVF —! 6 1/2" MAX. SLACK i h Velocity Hurricane Zone •••••• ••• ••• t?, AT(� ©2011 EASTERN METAL SUPPLY, INC. BERTHA H-VTM . .• , • •• • E. _O, A, S Shutter System ••• •• • • ••/ITAccordion £ LFE W/••• HV. BLADE #1 W/0 H V WINDOW BD / t • % •*,% ":% •k American Shutter Systems Association, Inc. TI LLIT TESTING & ENGINEERING COMPANY REV.Na DESCAWT10N DATE DRAWN BY: 0.C. , OLO ' 1-084 11/29)11 DATE: 11/29/11 • • • • • • • • • • • • • • • • • • _ • • • sTAr� n <E 6355 Nw. 36m. 9L, 9s. JaS, NR&Nu GARDENS, flORGA ]}Lee alone , (305)871-1530. Fa.: (305)871-153t ,_ m°7 eateca®aa.aom 4268 Wes', Roads Drive West Palm Beach, FL 33407 a DRAWING No 3 E • • • • • • • _ •.. R.... \� a1 EB -0006719 WALTER A. TAUT Pno^c: (800)432-22C4 rar: (561)209-8380 4 5 SHEET •• • • • • • • • • _ -%➢�?/ ATE FLOBrOn :�c. # F4T67 44 7 • •• • •• •• • • s 20 OF 20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •