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WS-14-244 r W Miami Shores Village Building Department FEB It 2014 (� 11/I l�• 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 $�• Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 BUILDING Permit No. PERMIT APPLICATION master Permit NoW,;)4- 9- FBC 20 Permit Typet(Fee ILDING / ROOFING OWNER:Namimp ei eholder): 61444 D"-}t� 446 X—J Phone#:305'-,.3 Address:��7.OS /W9'gS City: /1!.4 w1/ 6A'e_j State: FG- Zip: 31,3/9'!, Tenant/Ussee Name:, Phone#: Email: JOB ADDRESS: 0 5 AIE 9o? y' City: Miami Shores County: Miami Dade Zip:-14151 WJE Folio/Parcel#: //— 3 Z d aD"Ol el� 15-& 0 Is the Building Historically Designated:Yes NO�O Flood Zone: 4AMer �T ,d 3J3-FS7 CONTRACTOR:Company Name. (�.��'� Phone#.. 4 -2f& ��O 9.:3&,o Address: 73 ,o c5 4AJ "26 '54- City: 41wl` State: �"L Ziip`:l�3G(p Qualifier Name: 12MAz l� Phone#: 2h "SA V- 7 7A& State Certification or gistration#: � B s/SZ�� Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ ®Q Square/Linear Footage of Work: 356 P-i,/, Type of Work: OAdditionf�' -` ❑A�lltteration aN w ORepair/Replace ODemolition Description of Work: 9 x��a�xxx�xx��x��xxa��a��xxxxx�x�x��Fees�x�xxx�xxxxxxxx��xxx�x��x��x�xxxx��s��xxx�x Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ . Bonding Company's Name(if applicable) 14 Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced 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, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent / Contractor Al, The foregoing instrument was acknowledged before me this ®4 The foregoing instrument was acknowledged before me�/thhi�s A day ofJ ,20 ,by �'� l l�c5vrorl��4 day of as ,20 1 ,by > / � who is perso ly known to me o ho has produced who is persohas produced As identification and who did take an oath. 3Ei€ea' and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Prin Print: My �`•r�- Notary Public State of Fla a ►• Notary Public State of Florida t�jn l ekandrian My Co �Ex�j� Landrian lay Commission EE125283 + a My Commission EE125283 4W 0. Expires 08/2M15 �lp�a Expires 08!25/2015 �akskk�Iadedaga�kskskks$$aRkBsks#kkkaki8a8a ksksk sknkak kkak ksk 8ak�skk�sk8:kkBeskSa�edada$ask+kskdsakakkskskskkkakkakkkkskkskda&nkakakI+skakIadkk�skkBaNkskskHaakdasir APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) r snow ok�ORII A...' A� 6 2 5 5 5 DEPARTMENT OF BUSINESS AND PROFESSIQXAL TION , CGC151528508/08/12 128034204 CERTIF. ORURRAL CONTRACTOR CEPERO, ARMj5i56 14 R, -.. . HAMMERIT 'CONSTRUCTI01� CO I$ CERTIFIRD Imder the provisions of Ch 489 F8 8xratiou dace, AUG 31, 2014 L12080801536 936 , � o2D��reef Report Viewer Page 1 of 1 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION "CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This cart fies that the indtMuel listed below has elected to be exempt from Flodde Workers'Compensation law. EFFECTIVE DATE: 12/6/2013 EXPIRATION DATE: 12/6/2015 PERSON: CEPERO ARMANDO FEIN: 320215634 BUSINESS NAME AND ADDRESS: HAMMER IT CONSTRUCTION CO 9360 SW 20 ST MIAMI FL 33165 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant m Chapter440.CX14).F.S.,an after ora corymaHon who eteaffi exempfion Ban Ods d,aam�lq a emit V.of efecton ewer uft section rr,ay na mcava bereetN a wmper,ea0on urderilr�chaffer.Pureewnt m Chapter 440.OS(,2),F.8.Cerl(fletea or ekcton m be exertryt...appy any w10dn th scope 'low Ixmituras a sada on the rrotle of elector m ba exem�.Purauam m Chapter 440. 1 F.B.,Names of etecten m be exempt mid aattcates of e�cBon m be exen�stmt M auE)eet m revocetae H,et eY thrre atter the B&s�o►the note or dre otthe eNta�e.ttre pemon on the notice a certteem reo meets the requlremeteffi of tf�aeoton for leauane as �18em.nes depaM�ent shat rerotar a oetdEaam et aro 0nre ra tmWre orthe person rurnree on tfee eNtwm m r the requlremerda ottlde sedlon. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)4131008 https://apps8.fldfs.com/cffeportviewer/reportViewer.aspx?data.=kdvpginc9D... 11/5/2013 66' ATE i ..•rR CERTIFICATE OF LIABILITY INSURANCE D1/31/014Y' '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 polloy(les)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 Ileu of such endorsement(s). PRODUCER (305)220-2260 CONTACT JAIME C. ORDONEZ Eastern United Insurance PHONE 305 220-2260 Ext. ac No: 305 220-2263 JAIME CARLOS ORDONEZ A-196817 c o 175 Fontainebleau Blvd. DRESS: JCORDONEZ@EASTERNUNITEDINS.COM Suite 2A-1 INSURERS AFFORDING COVERAGE NAIC# Miami, FL 33172 INSURER A:REPUBLIC VANGUARD INS. CO. 40479 INSURED HAMMER IT CONSTRUCTION COMPANY INSURER B: 9360 SW 20 ST. INSURER C: MIAMI, FL 33165 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DD MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 TO RENTRY— COMMERCIAL GENERAL LIABILITY DAMAGE PREMISES Ea occurrence $ 100,000 CLAIMS-MADE Fx I OCCUR MED EXP(Any one person) $ 5,000 A PGL003324-14 02/02/14 02/02/15 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO $ 2,000,000 X POLICY PRO El LOC $ F AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB4OCCUR EACH OCCURRENCE $ EXCESS UAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS I I ANY PROPRIETOR/PARTNER/EXECUTIV E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? � N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,h more space is required) CERTIFIED GENERAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES 10050 NORTHEAST 2nd AVENUE 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 FL 33141 (305)856-1797 Ext, AUTHORIZED REPRESENTATIVE 0 1988--20110 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 2014 details - Business Tax Account HAMMER IT CONSTRUCTION CO -TaxSys - Mi... Page 1 of 1 .mtamw&,G0V Tax Collector Home search Reports Shopping Cart ............ When entering your name and address on the payment form,please do not enter any special characters such as or 2014 Details — Business Tax Account HAMMER IT CONSTRUCTION CO Business Tax Account#6574538 �LPJI"Account details Account history 2014 2013 t 2012 2011 L q ......20� Paid Paid Paid Paid Paid Account number: 6574538 Owner(s): HAMMER IT CONSTRUCTION Business start date: 02/01/2010 CO Business address: HAMMER IT CONSTRUCTION 9360 SW 20 ST co MIAMI,FL 33165 9360 SW 20 ST Mailing address: HAMMER IT CONSTRUCTION MIAMI,FL 33165 CO Physical business location: UNIN DADE COUNTY ARMANDO CEPERO SR MR 9360 SW 20 ST MIAMI,FL 33165 Flags: - ,�P Home Business ft Print account application (PDF) -Receipts And Occupations Receipt 6845193 Paid 2013-10-28$82.50 Contracting 10/01/2013— NAICS code: Receipt#CREDITCARD-14-001257 11� Print GENERAL BUILDING 09/30/2014 2389 this bill CONTRACTOR Units: I Additional documentation required:CGC1 515285 State/County License or Certificate https://www.miamidade.county-taxes.com/public/business–tax/accounts/6574538 2/10/2014 Prepared by: William J. Segal, Esq. WILLIAM J. SEGAL, P.A. 20801 Biscayne Boulevard Suite 304 Aventura, FL 33180 Parcel ID Number: 11-3206-014-1561 Quitclaim Deed This Quitclaim Deed, Made this 17th day of Jaffd August , 2006 A.D., Between HENRY DONALDSON and PATRICIA DONALDSON, his wife of the County of Macon , State of North Carolina , grantors, and PATRICIA ANN DONALDSON, HENRY EUGENE DONALDSON and LESTER EUGENE DONALDSON, Trustees of the PATRICIA ANN DONALDSON IRREVOCABLE TRUST dated May 18, 2006, a one-half interest, and HENRY EUGENE DONALDSON and LESTER EUGENE DONALDSON, as Trustees of the HENRY EUGENE DONALDSON IRREVOCABLE TRUST, dated May 18, 2006, a one-half interest whose address is: C/o Thomas R. Crawford, ESq. Coward, Hicks & Siler, P.A., 705 W. Main Street, Sylva, NC 28779 of the County of Macon , State of North Carolina , grantees. Witnesseth that the GRANTORS,for and in consideration of the sum of ------------------------TEN DOLLARS ($10) ----------------------- DOLLARS, and other good and valuable consideration to GRANTORS in hand paid by GRANTEES, the receipt whereof is hereby acknowledged, have granted,bargained and quitclaimed to the said GRANTEES and GRANTEES' heirs,successors and assigns forever,the following described land,situate, lying and being in the County of Miami.—Dade State of Florida to wit: SEE EXHIBIT "A" ATTACHED HEREWITH AND MADE A PART HEREOF. The Trustees shall have full power and authority to protect, conserve, hold, retain, sell, exchange, lease, partition, encumber or otherwise manage and dispose of the real property described herein. The Trustees above named may each act individually. This instrument has been prepared without examination as opinion of title. To.Have and to Hold the same together with all and singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of grantors, either in law or equity, for the use, benefit and profit of the said grantees forever. In Witness Whereof, the grantors have hereunto set their hands and seals the day and year first above written. Signed, sedled and deliv�xed in our presencg (Seal) Printed Name: HE Y DONALDSON Witness P.O.Address: - ` f ' .c, a • (Seal) Printed..,kame: %�; , ; .3 a' r °�.;��`;%�' L >js PATRICIA DONALDSON c. Witness P.O.Address: , STATE OAF 14ORTH CAROLIMAL COUNTY OF MACON The foregoing instrument was acknowledged before me this 17th day of XMW August , 2006 by HENRY DONALDSON and PATRICIA DONALDSON, his Wife personally known who are personally knuwn to me or who have produced �_— as identification. R Printed Name: Thomas R. v ;;wford "DIM Pt" Notary Public IL a My Commission Expires: July 2 1 , 2007 �'1.l00�7 DONALDSON Laser Generated by'V Display systems.Inc.. 2006 (863)763-5555 Form FLQCD•I 0 �4 CG py AE d 7 63 d7 0 COOD cc tw; LU 0. Z 0 s72r, FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 -WIND LOAD TABLES - 170, 176 mph - Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D 175 MPH VELOCITY-EXPOSURE D Roof Sloe less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building P Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height ve degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4_ z5 1 34.6 37.5 46.1 37.8 41 50.6 0-15 36.7 39.7 48.9 40.1 43 3.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 0-15 44.5 48.2 59.3 48.6 52.8 65.1 1 36.8 39.8 49.0 40.2 .6 53.8 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 44.2 47.8 58.9 48.2 52.3 64.6 16-20 46.8 50.7 62.4 51.1 55.4 68.5 1-30 40.0 43.4 53.4 43.7 4 :4 58.6 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 47.4 51.3. 63.1 51.7 56.1 69.3 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 49.8 54.0 66.4 54.4 59.0 72.8 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 51.8 56.1 69.0 56.6 61.3 75.7 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 53.4 57.8 71.2 58.4 63.3 78.2 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DADE COUNTY LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DADE COUNTY' EXAMPLE OTHER COUNTIES EXAMPLE EXAMPLE OTHER COUNTIES EXAMPLE GENERAL NOTES: RooF slope ENG C O; Inc. 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS ANO C+aoglNG HURRICANE SHUTTERS WINDOWS AND ?. DOORS) APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING Engineering Services-CA 8116 CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. IZ 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER THE SIGNATURE AND SEAL INDICATED ON I Za I5595 Orange 201 THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION I - DAVIE-FLOR A 33314 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES ORA SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY I Za I sl Tel:(954) 304 OFFICIALS. a I MEAN RD13F �r es E-mail:Engoo OL com 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and.other terrain with numerous closely spaced obstruction having the size of single family dwellings. OL \ .CHT For building<=30ft exposure B prevails in the upwind direction for a distance greater than 1500 It. For building>30ft exposure B prevails in the upwind direction for a distance greater 8raP L �/ a than 2600 ft or 20 times the building height,wichever is greater.Based on the FBG HVHZ,use Exposure C when building is located in Exposure B �ay� 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country and grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Fiat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height,whichever is greater JUN 2 4 ?_013 7-BUILDING CONSIDERED ENCLOSED-AR glazing shall be impact resistant glazing or protected with an impact resistant covering, a<=BW X 0.1 or a<=h X 0.4 a-ULTIMATE WIND SPEED-V=170 MPH,175 MPH BW less or equal than BL PEDRO DE FIGUEIREDO 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) a must not be less than PE52609 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) a'--3 feet or a=0.04 x BIP/ NOT VALID W/OUT SEAL 11-TRIBUTARY AREA:10 SOF 12-EDGE STRIP(a):The smaller of 10%of live least horizontal dimension or 40%of the Mean roof height,but not less than the larger of 4%of the least horizontal dimension or 3 it 3/6/2012 All Miami Hurricane Corp. 1 Manufacturers ACCORDION SHUTTERS • STORM PANEL IMPACT WINDOWS & DOORS SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date Municipality 2;0,-f" x , 'q4 Ste" Job Address We are the Miami-Dade County Notice of acceptance Holder for"Bertha HV"Alumin mp accordion Shutter,system under number 11-1227.02.This letter authorizes i�.��/��/c� 17' e ._r7` to use"Bertha HV" Aluminum Accordion Shutter Approved under number 11-1227.02 at the above reference address. S , HURRICANE CORP. FELIX CAVO, President 1. This form must accompany the application for building permit and shall become part of the permit document. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance 7360 W 20 Ave.•Bay 137 • Hialeah,Florida 33016 - Ph:(305)321-8234 • Fax:(305)557-4605 E-mail:allmiamihurricane@yahoo.com r MIAMI MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11845 SW 26 Street,Room 248 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2594 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) ww.migmidado.govrbailding All Miami Hurricane Corp. w' Ulla 7388 W.201'Avenue,Bay#118-119 Hialeah,Florida 33016 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the.manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described he est ed to comply with the High Velocity Hurricane Zone of the Florida Building Co . DESCRIPTION: "Bert "Aluminum Accordion ShutterSystem APPROVAL DOCUMENT: Drawing No. 11-244,titl 4Accordion Shutter System",sheets 1 through 28 of 28,and sheet 28A o Dy r tern,Inc.,dated December 15,2011,signed and sealed by Walter A. Tillit Jr.,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and the approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in-the applicable building code negatively affecting the performance of"product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any Product for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1,evidence submitted page E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Hlmy A.Makar,P.E.,M.S. Dcouw NOA No.11-1227.02 xpiration Date: 03/08/2017 �3 f®� L 4 JZ Approval Date: 03/08!2012 All Miami Hurricane Corn. NOTICE OF ACCEPTANCE: EVIDENCE-SUBMITTED A. DRAWINGS 1. Drawing No. 11-244, titled "Bertha HV Accordton Shutter System'. sheets I through 28 of 28, and sheet 28A of 28,prepared by Tilteco, Inc., dated December 15, 2011, signed and sealed by Walter A, Tillit Jr., P.E B. TESTS 1. See Association's generic approval under I1-1676. C. CALCULATIONS 1. See Association's generic approval under 11-1676 D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11-1676. F. STATEMENTS I. Release letter issued by American Shutter Systems Association, dated December 12, 2011, certifying this product to meet the criteria ofproduct tested and approved and allowing All Miami Hurricane Corp. to use the test results approved under Miami-Dade County Approval No. 11-1676, signed by Legny Santana. 2. Acknowledgment letter by All Miami hurricane Corp., dated October 25, 2011, signed by Felix Cano. 3. Letter by Tilteco Inc., dated December 21, 2011, certifying that the drawing (No. 11-244) prepared for All Miami Hurricane Corp., signed and sealed by Mr, Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 11-III). lmy A.Makar, PERA,Product Control Unit Supervisor NOA No. 11-1227.02 Expiration Date: 03/08/2017 E-1 Approval Date: 03/084012 GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON TFIS PCOMJCI'APPROVAL DOCUMENT(PAD.)HAS SEN VERIFIED FOR COMPE.MIE IN ACCORDANCE WITH THE 2007&2010 EDMONS OF THE'FLORDTA 81IIDING CCOE THIS ACTION%wn&R SYSTEM MAY BE INSTAU.ED AT FIGH VELOCITY HUWKCANE ZONES. DESIGN W=LOADS-SHALL BE OETMOMED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE,USING ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 F8C&ASCE 7-10 FOR TO UNDER HE' AND MOLL NOT-EXCEED THE MAMUM LOADS DPRESSURE RATINGS INDICATED ONSHEETS 1T� 17 2 IN VE THE AME TION, WINDE PER 7-1 AM FOOT 0 asDMW L� TABLE QE CONTENTS BY 6C MING THEM BY 0.6 IN.ODER TO COMPARE 11IESE W/MAIL(ABA)DEEM PRS RATWIS WQI M ON SHEETS 12 THRU 17&25,8,28&2BA IN ORDER TO VERIFY THAT*ANCHORS ON THIS PAD:.AS TESTED.WERE NOT OVER STRESSED.A 3356 INCREASE iN ALLMABLE STRESS FOR WIPO LOADS WAS W USED IN THEIR ANALYSIS, BERTHA TLV.ACCORDION SHUTTER SYS'TEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VEPoFIED IN ACCORDANCE WITH SECTION 168 OF THE ABOVE MENTIONED CODES AS PER AREA.1: BLADES da 0 &Cb ATL REPORTS: -HV BLADEiQ 80214.01-03.00715.01-03,81004.01-05,01214.01-04*#0317.02-08 AND 80609.01-10 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. GENERAL NOTES SHEET i -HV MNDOW BLADE ®80805.01-0 AS PER TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL SYSTEM COMPONENTS. 1-20 SHEET 2 -HV BLADED 8042201-05 AS PER TAS 201,TAS 2D2 AND TAS 203 PROTOCOLS. SYSTEM COMPONENTS 21-37 SHEET 3 2.HV RADE QAND HV BLADE®ARE ENGINEERED TD WORK W IWISON'WRH EACH OTHER IN AREAS WHERE THE DEM PRESSURES IITANSIHON FROM END ZONE b 1D INIERIOR'ZONE 4.EACH TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 WIND ZONE MUST BE tlFAR9.Y 10PRTIFIED IN ACCORDANCE WITH SECTION 6.OF ASCE 7-05 STANDARD (FBC 2007)&ASCE 7-10(FBC 2010).ALL MOUNTING CONDTFIONS AND FASTENER TYPES AREA Z: WV.•.BL4DE C'D AND HVt�r1 D01M 8 SCHEDULES MUST 13E APPLIED TO THE ISG WIND ZONE.THIS SHALL INH WOE REQUIREMENTS FOR MPL SEPARATION TO GLASS.DELIMITATION OF WIND ZONES 4 AND 6 AS WELL AS WINDOW VALIDITY OF tOEilPONENS FOR HW MADE - NlIHERE APPLICABLE &@AOCORIRON SHunam SYSTEMS FOR EITHER WIND ZONE SHALT.BE PREPARED AND CERTIFlELI BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON 13ULLUNO CONFIGURATION MID TYRICAL SjHUT-HER ELEVAMON &NOTES ON LOCKS SHEET 5 ASCE 7 STANDARD.AND SHALL TE mxwmw TO THE RURDINO OFFICIAL AT THE TIME PERMIT 44 APPLIED FOR 96TAUATION DETAILS A-E,C ONCREIE/BLOCK SHEEP 6 HV BLADE 1Q AND RAr WINDOW BLADE ® ARE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. INSTALLATION DETAILS F-I,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PoNS(HV SCREWS),USED AT BLADES KNUQQX AND FOR DIRECT MOUNT CONNECTION TO TRACKS SKI BE 8 14X2.75 AND 8 14X1.75 RESPECTNEI.Y,410-HT.MINOAUM CENTERMATE DETAILS MY SHEET 8 SUM STAINLESS STEEL.SCREWS WITH 135.0 keE YIELD STRENGTH AND 180 k01 TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSIET.D COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTMWTWG DETAILS HV SHEET 9 APPROVED COATING APPUCATORS REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. CENI'ERMATE DETAILS HD SHEET 10 4.ALL ALUMINUM EXTRUSIONS SMALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MLMMUM YIELD STRENGTH FOR 8083-T6 ALLOY IS 31.7 kof AND 36.7 ktd FOR'6005-TS ALLOY. END CONNECTION DETAILS 1-8,tXNNCRETE/BLOdf SHEET 11 MNBMUM SPAN TABLES SHEET 12 b. TR SCREWS 70 C SMINCOMPLY W FBC CT OR 311 AIS S17KES OR CORROSION RESISTANT COATED CARBON STEEL AS PER bW 50018 WITH 50 keE MIN.YIELD STRENGTH AND 90 k6I MIN.TENSILE ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 STRENGTH AND IOD CCCPLY W/FBC SECTION 2411.3.3.4. 6.BOLTS TO BE ASTM A-307 CAil?/ANIZED STEEL,OR AIS 304 OR 316 SWE3 STAINLESS STEEL WITH 35 kei MINIMUM YIELD SIRENGIR ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE10: 13. 14, 115. 16. 17 AND 294. ANCHOR SCHEDULE-WOOD SHEET 16. HV BLADE© :26. ANCHOR SOHIMLE-WOOD SHEET 17 HV BLADE 1D&® WORKING IN UNISON: 13. 14& 1& 4WAL1AT10N OEFAILS M-R, WOOD SHEEP 18 8:THIS BER114A H.V.ACOORO*N SHUTTER SYSTEM BEARS A U.S.PATENT 86'779.682.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART'BY U.S.PATENT 05'458.179 ISSUED TO INSTALLATION DETAILS S-X.WOOD SHEET 19 EASTERN METAL SUPPLY.INC. END CONNECTION DETAILS 7-12&X.WOOD SFIEET 20 S. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE,CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAK THRU FASTENING IN OONRNUOUS CONTACT WITH THE SUWNG TO PREVENT WIND/RAIN INTRUMN. AREA 3: HV BLADE®ONLY 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL TYPICAL SHUTTER El"ATION& NOTES ON LOCKS SHEET 21 W AND HD CENTOWTES AND ENGAGE OR.LOCK ALL FV AND 110 LOCKS. INSTALLAITON DETAILS AA-G0.CONCRETE SHEET 22 11. A PERMIT SLITTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EGNOSED SURFACE OF THE SIDE RAIL APPROXIMATELY a BELOW THE TDP OF SUCH RM.LABEL SHALL READ AS CENTERMATE DETAILS HO SHEET 23 FOLLOWS;- ALL MM HURRICANE CORP. END CONNECTION DETAILS 1-0 SW ET&X CONtE/BLOCC SEf 24 SPAN TABLES SHEET'25 M 'FL WE COUNTY PRODUCT CONTROL APPROVED. ANCHOR SCHEDULE,CONCRETE. SHEET 8 12 SERDIA HV.A APPLIED ACCORDION SHUTTER SYSTEMIRN'S 4WAALATSHALL COMPLY WRAN H SPECS INDICATED IN THIS DRAWING PLUS Y BUILDING 90 ZONILNG REGULATIONS PROVIDED BY THE JURISDICTION WHERE PtAREA 4: yV 4UINDOW BLADE &ONLY 13.(o)THIS PAD,PREPARED BY THIS ENGINEER 6 GOO=AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SiTE CONDITIONS DEVIATE FROM THE PAD. TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PUROHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODTK.T,BASED CON THIS PAD..PROVIDED HE/SHE DOES NOT DEVIATE TYPICAL SHUTTER ELEVATi(Nd SHEET 28 FROM THE owimIONS DETABPD ON THIS OOCIMEHT'.CONST1 umm SAFETY AT SITE IS THE cONTRACTOR'S RE.SPONSIBIJTY. • AREA 5• HY NRNDOW_BLADE T ONLY (c)THIS P.A.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WSTALLATToN DETAILS, METAL STUD WALLS SHEET 28A (d)SITE SPECIFIC PMOM SMALL BE FOR THE PROJECT AND WHO WILL BE f�PCN9M.E PROPER U��P.A.D.ENGINEER OF RECORD,ACTINO ASY A FLORIDA REGISTERED ENGINEER OR SAA DELEGATED ENGINEER TITECT WHICH WILL O THE PAD.ENGINEER SMALL THE 040MM OF SUBMIT(SUBMIT)TO THE LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (6)THIS PAD.Swill BEAR THE DATE AND OFMNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECO THAT PREPARED IT. FLORIDA BUILDING CODE(High Veloclty Hurricane Zone t+T' IL t/ �y 02011 EASTERN METAL SUPPLY.NO. wah do 119tj �..... '�L/�.'4 ALL �■pITg�pppR�Ry gyy��®®�p,�pg CORP. �I�/ Ih O Z �o��;� ••~• ®Ai L plt/\IRII HURRICANE CORPBERTHA H tl TM DW ,,t,�,► g 7^ /TILTE CO la (ASSA # 5133) - Accordion Shutter System. 1, V.BLADE i W OR W/O H.V.WBIDOW BADE&H.V.MADE '* RR61,.No DAWN DATE M A0. BY ,ort TiLLTT 1ESTINO & ENGINEERING COMPANY 1 u4YF t2/teJtt ,MEOF i a� 63e6 KW.38tH.S1„St.305,Y Q%RMM nMbA 31160 7380 W 20 AVE 33 118/118 Yh6ne:(3fffi)671-1370.Fox:(�)sn-11531 HIALFAhH, Fl ' 2 DRAWING No f....A.. 'tlta ®m-=7719 ( ? ( ) 3 11-244 OVAL 'O° WALTER A TTLUr Jr.P.E. PH: 305 321-8234, FAX: 305 826-0939 4 a ++ FLORIDA Lk%0 44167 8 SHEET MIAMI-DADS COUNTY P.E. SEALG�IV�S�URE/DATE 6 OF Jll eai ® A °� .a1� e• M� •� y� .. 1.49,° ei U RA OOVEg PA 178 2 rn/ QD� a 5 .NV 9(r/-180* TARTEk HV WINDOW B ant>� T ONV UNIVERSAL FOAT R COVERED UNDER US PATENT 5456179 QUALIFIED FOR USE W/ HV BLADE 1Q& 2O ® V DIRECT MOUNT lUW HY SEE UMfI•ATION$ OF USE OF BLADE®ON SHEET 28 6005-T5 ALLOY AND MPER 6005-TS ALLOY AND TEMPER &QUALIFIED FQR usE W, HV606063-TB ALLOT AND TEMPER BLADE(: & 6083-T6'ALLOYANO TEMPER '3 ° " .124" 2. 2 .904• 642 A FM7' 0. -- Q Hy ADJ. ADAPTS 11 1 W ® QUALIFIED F&�SE Wf W ®HV WA4K_OVEB sett '926 , QUALIFIED FQR l(SE W HV . BLADE 1 . &C� QUALIFIED FOR USE W/ HV BLADE iQ&U2 ®J�V TRENCH TRACK BLADE 1 Qjl& 6083-TB ALLOY AND TEMPER 6063-T6 ALLOY ANO TEMPER QUALIFIED FOR USE W/ HV 8063-T6 ALLOY AN TEMPER BLADE 2 LY. 1) Hy RAINGUARD 1917 VARIES , 6063-Ts ALLOY AND TEMPER QUAUFtED FOR USE W/ HV 1' 19 6' BLADE 1 & 2. VARIES 1.938' 6063-T8 ALLOY AND-TEMPER az q• ' .083' • � .QB3" '.083• ' '•� .1 • N 670 1 �0 ' 870 " .093'• 140• iv 0 2. 870 ' � .. 11 HV CEI ttN� HEanER QUALIFIED FOR USE W/ HV 1 �( HEAD SILL $ HD CEILING HEADERI " • O 1. BLADE 1 & v QUALIFIED FOR USE 15 G `I O QUALIFIED FOR USE W%HV 14 HD WALL HEADEs,R,;/SILL SEADERAILL EE SECTIONS FOR AUDTIY BLADE 1 & BLADE(1 &® QUALIFIED F SSE& 2 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR AUDiTY SEE SECTIONS FOR VAUDffY QUAUFIED FOR USE W/ HV BLADE 83-TB ALLOT AND TEMPER 6068-TB ALLOY AND TEMPER BLADE 1O&Q 6063-T6 ALLOY AND TEMPER if SEE'SECTIONS FOR'VALIDITY 6083-T6 ALLOY.AND TEMPER Y MN.L SLOE X Y I 1' 1' .082° COMPONENT A 0 Ti. T2 Y 2' 2' 0.1ir I 20' . 3' 3' 0.090" Q 2" 6"MAX. 1/8" 1/8• HV( (fo SIDE_ ANGL QUAUFIED FQR'SE W1 Hv ALLALLOTAND ANGLES ® 2' 5•MAX 0.192' 0.192° HV �p CORNER "P)STS BLADE 1 & QUAL �,� QUALIFIED F�R�SE W, HV 6063-T6 ALLOY AND TEMPER 7 MAX 0.190` 0.190 ^•L! BLADE 9 & 606 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(High Veloc4 Hurricane Zone >W Fh6 IN�Nbai�i 02011 EASTERN METAL SUPPLY.INC. A phh oz ,,,►�� A.t�tur ALL MIAMI HURRICANE CORP. BERIWA HV �'° •' 1 L E C O I (AssA ,5$3) Accordion Shutter System v.mnDE 1.w OR W10 M.W=WDe&1Lv WX f2 BYY ! ttEV No orS Tla1 DATE Dr. A&' * * TILLIT TESTING & ENOINEERING COMPANY 7380 W 20 AVE, BAY 118 �rLac 3�,St.St.;ma,vumnma DA9tIQ48. 331e8 /118 (306)871-1630_Fax:(306)S71-1531 HWLE44, FL 33018 2 DRAWING No i.0''• F( Q.•'� ,,4 e-nw&60s ad can 3 �F1S 6?1�� WALTER A.T9tR1h.PE PH {305) 321-8234. FAX: (305)826-0939 4 '.1 ?�4 MIAMI-DADE COUNTY P.E.BEA),$ jlJl /DATE �R6u,u0.®44167 6 SHEET 6 2 OF 28 76• 488' N' .745" r79$ 2.28' . 1 a= 1 • CAST " BSP 'a•-� cm EOR ENAMM am HV BLADE ONLYHY '8083-TB NLOY PE MY CEbaERMATE ED FOR USE W/ HV BLADE 1 & ONL SA23° QUALIFIED FOR SEWE W/ 8083-T6 ALLOY AND TEMPS `� 7 1 & NLY.• QOAUFIED FOR USE W/ HV BLADE 1 ONLY 8083-T6•ALLOY AND TEMPER p HFAD O.D. _518. 18' 1.7 ° g• MOLOEO TO •� 7' . sct#.tt .ps* •AFTER RNERNG ° 1/4-01-20 x 3/4" 8EF°RE 0"NG THUMBSCREW 1/4"0-20 RIVNQTI *SRO e4na aunelal(2aa4-r3 XWV)LMM PRANGS UW MW WWW,FM¢1W.M MAWF'AOM&D or MEL PIM FROM'QEYARON ® MY MALE " " • f RMW TE)IF5 M,PARS PPM NEB JMMY OnN OR MW_ IMM FOR "T" LOCK CFWTF awaerF QUALIFIED FOR USE W/ Hv BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTERMATE HV "T"_ LOCK ® HV ALTERNATNE LOCK 8083-TATLOY AND TEMPER QUALIFIED FOR USE W HV BLADE 1 QNLY QUAUFlED F USE QUALIFIED FO USE W/ HV 6083-TB ALLOY AND TEMPER QUALIFIED 6083-T6S ALLOY AND �E(1�ONLY MPER' W/W BLADE( ONLY. BLADE 1a ONLY. 1417 x161 063• � � � ,214' .083 t.0.io CaNDER OR • 214• KEY cn2m" �{ 0.675°MGE 3� HD CENTERMATE00 1 •125'max QUALIFIED FOR USE W/ NY 8b4 1 & 2 ®QUALIFIED FOR USE W/ HV BLADE(q &W W63-T6 ALLOY AND TEMPER 8083-T8 ALLOY AND TEMPER LL Ha QUALIFIED FOR USE W/_HV BLADE 1 , ®& 20Mal _t/a•e 20 as aR 3/eb-18 6063-T6 ALLOY AND TEMPER Na m� tt 2° w LDO OR KEY t18 i 1.78 Max. ® LOCKING ROD 0 750 1/40 ®HD LOCK QUALIFIED FOR USE W HV ® / a AA<_� " HV 3 BY REGENT HARDVOK MORTME LOCKS SERI£8 2333 HOOK BOLT LOOK. THUMBSCREWS BLADE 1 & 6 SCRE -- — QUALIFIED FOR USE W/ HV BLADED&02 aos3-T eLADE & LATION WILL REQUIRE A 7/16- HOLE QUALIFIED VOR USE W/ HV BLADE Q& t LL# AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE(High Velocity Hurricane Zone t11Jp//�i�i� 02011 EASTERN METAL SUPPLY.INC. APPmvadas. ymgwimihx It/ A. v •..<l/r✓ ALL MIAMI HURRICANE CORP. BERTHA HVTM -' 21 � 3017 COI N C. (ASSA # 5$3) Accordion Shutter System W. 01W oRW/o HV.W=Ka&H.V.I BYYJ(�_d�„�, ,�� l'• *. TRW TESTING & ENOINEERINO COMPANY w'KO DESOMMM DATE DRM W AA SM M.3W:S.,Sb%30,votm¢rias•nAmA isles 7380 W 20 AYE, BAY 118/119 J' mOE 12/16/11 (305)871-1530.Fox:()05)871-1531 HIALEAH, FL.33016 2 Tt�d.�S•.';�ORIQA.6� /1'�,, tatn " 3 DRA11-244 ��•�•• t� WALTER RA Auir M @"167 PH:(305) 321-8234, FAX:(305)826-0939 8 MIAMI—DADE COUNTY P.E /DATE 0 3 H OF 28 4 3/a°m SHUTTER .ASSEMBLY SCHEDULE FOR �� HV HHV AND HV BLADES. 10 HV BLADE 1 3 M ® HV BLADE 1A N 3 2O HV BLADE 2 HV LONG RECESSED NYLON BUSHING MID ® oP ® N 4 40 M ® M N HV SHORT RECESSED NYLON BUSHING •315^° ® HV NYLON HAT WASHER , E ® HV WHEEL CARRIAGE AISI 302-303 SERIES 41 0.870"x3/16" THICK NYLON WHEEL 0.188"0 AISI 302 SERIES S.S. RIVETS 3 I or 4 or 143 4� HV 1 3/4" ACCORDION PIN W/ #8 HEAD * REQUINRECdENTS) ; Q® OP ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD '� _ ' EXTERI ®4 POLYCARBONATE IMPACT RESISTANT HV WINDOW o (SEE SHEET 27) I CD® °r® SM WME FQR --TYPICAL U 1 PN HV PIN®OR®AT {) @ 94ALL ALWAYS BE USED AT ALL EXTERIOR EXTERIOR BOTTOM KNUCI(IAS OF HV ACCORDION SYSTEaM W/HYIJ) ORBLADE'S KNUCKLE. HV®BLADE, 00.324" 3 (SEE NOTE * FOR 048" ' REQUIREMENTS) (2)KV PIN®MAY BE USED N LIEU OF®AND ONLY AT 048 OWWR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVU2 BLADE'WHEN CORRESPONDING TO INSTALLATIONS 'CC"AND b0°, SHEET 22 •g> (3)HV PN®OR®W/ 1/2'O.D. 1/16"THICK S.S.WASHER SHEETS ii BE ED FOR DIRECT MOUNT Nsr�LAroN PER DUAL x WHEEL CARRIAGE DETAIL KSSSEMBLY LAYOUT N.Y.S. N.T.S. ORIDA BUILDING CODE(High Velocily Hurricane Zone {'j/p�Naas�y��I 020,11 EASTERN MEDAL SUPPLY, INC. T> 12 ,poi' '�A'711( �� •�'� �ALL MIMI HURRICANE CORP. . BERTHA HVTMt (ASSA # 553) Accordion Shutter System + _ .a. fill OR W/O Na. &KV.Ma TILLIT'TESTING 8c ENGINEERING COMPANY' oESCRWT N DATA: BY: Aa Tiy 1IIC t ttme: .ta/ts/tt * am ram.3Atn.'m:,St.,W.wa�aun oaxt�.flow 33166 73W 1V 20 AVE, BAY 718/7 78 �t r" ,� ' Phone:{Joe)a7miauct teco®ao4aan �i1-1531 HIALFAAH. FL 33018 S DRAVANG No �O�;lc:!"tOR1AA•��1'1�t� � A.- �tI P PH: (305) 321-8234, FAIL. (305)826-0939 ; 'SHEET�4 MIAMI—DADE COUNIY P.E�� JDATE e 4 OF 28 ®•0 m ®-® + t *NOTES ON HV LOCKS AND L'.F JTERMATC'C- A .®� • 1. ONE HY LOCK'SPAN or®SHALT BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12".ABOVEENTERMATES WOTOM TO ELEVATION. WL 4°°D- Zx t/MAA 2EUSED AS AN INSIDE OR°LONG FLAT fFAD SS S LOCAETIO I S T �ICATED ON ® .TYPICAR.SHUTtiR ELEVATION. ® 2. B�4B,MuNa BOTA1dAMONS, TWO HV LOCKS OR OR ONE HY LOCK OR W/TWO LOCKING RODS. AT TOP & BOTTOM SHALT BE SED ANY SPAN AND ALLA ATT ANY ELEVATION. HV•LOCK®OR�SHALL BE ATTACHED TO OR®cENrERMATEs W/ SAME SPECIFICATIONS AS PER MANDATORY CONTNITON {�1. LOCATION OF LOCK LOCK5 AS APPLICABLE SHALL �AS INDICATED ON TYPICAL II SHUTIER ELEVATION. MAIOMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. ®s as® 3. OESM IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HY LOCKS OR Y l3E USED AS AN,INSIDE OR OUTSIDE LOGO.CONNECTION OF LOOKS TO CCENIERRMATES P OR®SHINE BE AS INDICATED ON NOTE (1)ABOVE. LOCA'(pM OF LOCKS SHALT.BE AS INUICA ON TYPICAL SHUTREL ELEVATION. tw -01 4. ORTIONAL.MMITION J2 IVAUD OW*0 MMM CONDITION jj OR LIMITED MANDATORY CONDITION i# -NIR BE U q LMD H.V. tv3tet• LOCKNG RODS ARE NOT REQUIRED AT CANE POSITION. BUT MAY � 8E USiD IF DESIRED TO ENHANCE SHUTTER PERM CE. LOCKING RODS OR AN ALTERNATIVE DEVICE g MAY ALSO BEE USED AT STACKING POSITION LOOK®(NON HURRICANE POSITION). S. MANDAMW O � AND IN ONS AT ELEVATIOON N. CENTERMATES FOR ANY SPAN HV LOgC ® TALL USA AS ANS INSIDE LOCK. (10 AT.TOPATTLOCK&ED�B07TOM BEMUSED�L(K A1920)N 10F LOCK 0-20 SIziA11RODS 1 B L�ASG INDICATED OEAD N TPICCAL SHUTTERSHELEVA 1 15 MAXIMUM'SHUTTER SPAN SHALL DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 8, ONE ALTERNATE HV LOCK MAY BE IN LIEU OF HV LOCK or FOR ANY SPAN AND INST TIONS AT ANY ELEVATION.AL LOOK®MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-200/4"ALUM. SEE END J RWNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHAII BE USED AT 1/2 OF SHUTTER SPAN OR TWO CONNECRONLOCKS AY 1/3 OF SHUTTER SPAN. _ 11TYP o F E x I a K L o P o R v 51 *NOTES ON HV "T" LOCKS AND CENTERMATES: t-11B1.FIEKiii'. OF CORNER 1' �T ONE ALTERNATE HV"T".LOCK MAY BE IN LIEU OF HV LOCKS OR. FOR ANY SPAN AND CIJVTERMATE STALLATIO AT ANY ELEVATKIN.AL NATE LOCK Y( USEp AS AN BVSiDE OR LOCK AITACHMt1JT ae oR 8 + 7 8 10+ OF LOCK INCLUDES USING REINFORCING �AS SHOWN ON SECTION EIVG, SHEET 9.WHICH MUST BE ® O CONNECTED TO CENTIM ATES.®AND t9 W/ 1/4'0-20 x 1 1/2 LONG SS.THREADED BOLT W/7/8*0 x 3/32° WNONUT OR W/1/4'0-20x1'S.S.MS. NTO A 1/4"0x 5/8"RIVNUT�MAY BE INSTALLED AT MIDSPAN OR 12' O O ® O O ® MAXIMUM ABOVE AND BELOW MIDSPAN, USE OF TWO LOOKING RODS OJ TOP AND BOTOM 3 MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: ® ® ® ® ® 1'96 In Q SY4 yQ cENYSPAN AN I WS AT :ONE ALTERNATE HD IE H (63 MA®USED B 07 LIEU OF TYPICAL BLADE FN LO= FOR ANY SPAN AND NSTAUA710N3 AT ANY ELEVATION.ALTERNATE HD TACK MAY BE USED 1 I fl\rAL WV �W� AS AN INSIDE DR oUfSIDE LOCK.Arm0WN O SE OF HD LOCK To 6 W/s#E x 3/8'F.H. fflf BE.AND INCLUDES ER ELEVATION SIWWN ON SECTIONS HOBSE OF LO -WC.SHEET 10.LACK MAY BE RNsrARLm AT ' N.T.S. MiDSPAN OR iz"MAXIMUM•BELOW OR ABOVE tdIDSPARJ.USE OF LOCKING RODS®tS COMPI.ETFLY OPTIONAL FLORIDA BUILDING CODE(High Vaiocity Hurricone Zon® O,fpgNdi�y� 02011 EASTERN METAL SUPPLY.M AW*Z' .. �_C ALL MIAMI HURRICANE CORP. BERTHA HVTM rrAccordion Shutter S stem 1 (ASSA 553) Y. 1 W OR W10 U.OW BADE&U.t ' CAM 92/18/it• T RV TESTING &-ENGINEERING COMPANY M.N. OESCRUq= DATE 8Y: AA aG=w>x sem,s..sm.33Wuwamna ,n.oRma'331eg 7380 W 20 AYE, BAY 118/119 1 RAWI Phi e:(30SW1-15M.F�:(305)811-1531 HIAL.EAH, R. 33018 z DNG No 9 Q` • °�° e•-rtw0:SRwo®aoLoan 3 fig('•�1OR10,..•'N ° ®-oaowls 4 I-2�4 �SiS Ff,,,t WALTM A "An Jr. gg 4a1iE PH: (305) 321-8234. FAX: (305)826-0939 5 S te. MIAMI—DADE COUNTY P. EJDATE 5 5 OF 28 CONCRETE POt11Sc0 POURED CON B1.etxc REQCONCRETE ANCHORS REOMED 1 4'0-2% 4'SS. CONCRETE ANCHORS SEE SCHEDULE ON CONCRETE ANCHORS SGRENIS SHEET 13) (SEE.SCHEDULE ON W/1/4'-20 (SEE SCHEDULE ON SHEET 13) SHEET 13) NUTS 0 12'O.C. ---- 4 Min. 1 20x3 4°SS. - 1 OR® _ Mh uSINC 1/4'-20 NUTS _ 19 /2. ®12'O.C. 1. I-D.* .250'Max. __ ORCR 5 7 ° .aw Max. a$ M" E OPTIONAL , ) OPTIONAL I I_f i AML 5ERWR411O1 I!FORM I ®� I j ATO. LAW 12 FOR EEADE 1 EfdsiuVc ON t& I 1 MIX OR 7D GRA ON , 1 MSTINGQLASSf ( ESHEET t av 1 aAss—ti DOSTING LASS— SEE�D 2) I t W WALL E ©HV WALL HEADER INSIrALLATION © HY WALL HEADER INSTALLATION VaSTEdo DUSTING i .GLASS•-H My WRAtw , ; MIN.SEPARATION! OMN. 1 %(SEE 1 , 1 OR ® 1 1 1 LASS tial (SEE 0SCHEDAULE 12'PfAi.SAP9E 1 ' MIN.SEPARATION SHEET 12) )& (SEE OSOROmuLE st1¢Er tz) 'oPTIOHAL OPTIONAL ,' i". 1/4'Max' E a+ • 1 1• --- --— 1/4'0-2ox34°B.S. -- _E0,_ PHILLPS MACHINE TRUSCRSS HEAD USICONCRETE ANCHORS 1/4'0-20x3/4"S.S. PIRUIIPS ANCHORS 1 8 1' 1/4-20 NUTS 0 12'O.C. (SEE SCHEDULE ON WW/ 1/4 20 NUTS 0 IIr O..C. POURED CO (SEE SCHEDULE ON SHEET 13) MIn. POURED CONCRETE SHEET 13) . ROR CONCRETE BLOCK RS WALL REQUIREDQ HV WALL SI i- INSTALLATION (SEEzcEDIL�ON 011V WALL SILL INSTALLATION POURED SHEEP 14) OR CONCRETE WALL EO HV WALT. SILL INSTALLATION INSTALLATION DETAILS W/ (1) HV BLADE & NM *E D.m AN1 HV �- SHV' BLADES AS APPLICABLE I-SEE SHEET 4 FOR TYPICAL ♦SEE L&MATIORS OF USE FOR .. ASSEMBLY SPE`CffRCA'nClS O0 SHEET 14) MOUNTING TINO SECTIONS CAN BE COMBINED BLADE ON SHEET 28 IN ANY NAY TO SUR ANY INSTALLATION. FLORIDA BUILDING CODE h Velocity.Hurricane Zone affi � uigiiy��4 02011 EASTERN METAL SUPPLY.INC. :-IkjrAM MI IiUMCANE CORP. BERTHA HV � (ASU# 553) Accordion Shutter System.V.etaoE 1 w oR W o xv.11 +i &KV.I REVA071LUT TESTING & ENGINEERING COMPANY DFsdURIP°DI BY. AL N.W.36tH SL,6m.3.11RIM MOMnnROA 33166 7380 IN 20 AVE, BAY 118/119 t mT1E 12/101 ft, :(305 71-1830.Fox-.(305)1371-1331 FL 33018 2 DRAWING No 6—n,tuteoa49aoLoma 3 11-244 , 5!�IOA►t??:� 1'a� WALTERA.IILLW 71&.PE PH: (305)321-8234. FAX (305) 828-0939 s SHEET MAMI—DARE COUNTY P.E. S i� kl TE n0Po°`ua 44167 6 OF28 pO(IpEp CONCRETE ANCHORS CONCRETE RE (SEE SCIIEDLILE ON SttEET'14) ' Ta ww om , -- --�1 OR ®6 . am OF I NOL SPAWM SLAB W w mm APPLICAaIE EICISRNG ' MAMBO& a �smawftam tO ar classl atmavA i i 'i \ ' ' ANa1oR i � LocA71ON off t i 1 5 i $10x3/4•HEX WASHER HEADG.-- i 5 11 TEK SCREWS 0 12^O.C. i 3 _CONCRETE ANCh ©� 7 (SEE SCI=UULEE OWN SHEET 14) g i � SLAB IF ' /1/2' 1' EDGE OF SLAB 6F p Q. £Q: STAB IF APPUCABLE �J APPLICA&.E M 81LDE(1)�PpPOURED OR CONCRM--"/ D. REQUIRED D. 0. REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHM t6) ® HV CEILINO INSTALLATION ® HV FLOOR INSTALLATION t (1 HY WALK—OVER INSTALLATION OOKCRETE ANCHORS I &qe%, A 1 CSE sam uLE o SHEET.10) DQSDNC G —II.�,MfNYo qA CSm + MIN..I 1SEE SCHMAE o _SHEET 12) (SEE SCHWU; r1/4° —i�R 10x3/4•HEX WASHER#14x3/4° FEL HEAD 1 1 8° HEAD YfBC SCREWS 0 1 •8" TEK SCREWS 0 9.O.C. FL 12.O.C. 1/4• OR 1/40-20 SS.M.S CONCRETE ANCHORS - -- 6 ,.O s $14x3/4•s.D.S. --- . W/Nur®s^O.c. i (SEE 21- (S Tis)SCHEDULE ON 1 &s°o.C. 1 N V V MN� WOE of ®1 xSLAB IF v PPLICABLE POURED CONCRETE (S'EE 57 ON POURED CONI;111 ON:NOTE 1 )OR CONCRETE BLOCK SHEET d8) OR"CONCRM BLOCK lo z REQMM (9) �V WALL FLOOR INSTALLATION © HV WALL WALK=OVER INSTALIMION ©HV RAINQUARD INSMUMON t INSTALLATION DETAILS W/3 'HV BLADE & M, SELL HV + 9f ' HV BLADES) AS APPLICABLE 1-SEE SHEET 4 FOR TYPICAL.SHUTTER E.0.o EDGE=AT=ASSOMY REtJOVABLE WHEN PERFORM - MOUNTING SECTIONS CAN'BE COMBINED (SEE SPECIFICATIONS ON SHEET 14) AOR DffRANCE DJACENT AN OPERABLE EMT E 28 FOR ANY WAY 70 SIX ANY INSTALLATION. t MADEFLORIDA 0UILAINt3 CODE(High Velocity Hurricane Zone pioeiiiti 0 2011 FA4TM METAL SUPPLY,INC. as°° `ft AI.I.I1sUItNla HUMCANE CORP. BERTHA HVTm DM M Accordion Shutter System §� 1111 C. (ASM #.553) lyyl�717� V.RADE 1 R! OR W/9 H V.RM BIAX&III BdADE 01 TESTING, & ENGINEERING COMPANY acv Ho oesFlloH DAYc er AA. t * t t1fSE 12/15/11 ares , vaoLaa Ftwa�u,� 7380 W 20 AVE BAY 118/119 TS s F Phmle:(308)871-1850.Fox:(305)871-1531 HIALEAH, FI.33016 ` 2 DRAWING No 9�,e . bR10A.•��d,,P,ep M1t 0005' °°° `s, 4 11-244 ;= 6 d WALTER A TRW Jr.P.E PH: (305)321—.8234. FAX: (305) 826-0939 5 SHEET MLAMI—DADS COUNTY P.E. DATE �D�oa 1x 4687 5 7 0 28 SEE END WALL CON 11 20 SEE NOTES ON Loaallo Rom®.Hv Loa<s®a [� 0 INSTALLATIONS W/ HV MALTE�TE W.L�®aN 5. oUT G IN E%ISRNG GLASS BLADE W HV CENT .RM TA ES * S""DET"`„W IS,M°MR&L APPCB:At1014 MH MMM) (22 OR r�F o►ECTIO a - ---------------------- 17G miss a'xa50-1/8•XO•-2 I ®+®sx�*®��«® 3 1/4• 7• ` 6 1/2° - ---------------- ——————— — (BOBs-le liEo1� ALM WLE w a 1/4•0uPM 1/2• OPPOSING SYMMEIYCAL (4)gtox�>/2SISALS To ANGLE. ) I pOxs�c. FULL ® ta. CE TE TE C WL HV. LOCK Hy TEC S MIX � (SEE 5 I 35* I N 3 * 3 SHON EEI 112) 9 1 LI/2' 5 >k 87@.0'd-®+® ®"' A ® HVB OUT HVC T e 7 + m POURED 1MP1m1ETE AOR L 6 + « oA g « + a «®�®°�° «®� /—EwsnNG mnss CONca�rE Bwac wr.0 O O OI ?-------- 1 - G SYMMETRICAL -----i�-- F. 78 —F------ a ®—I a Ass 9 6noNAL ®+®�©°�"®°®�+ MIN.SEPARATION 5 lN (SEE Esc I AW ON IN.L ITIG ((v — �c (INTEPoOR SHEET 12) To GLASS SEES SCHEDULE o (MMMOR) ----- ----- ------- --------^— - - OUT CONCRETE -- ,� `its oc® --- --- - ®� * 3NVARIES o• OUT a 1/2•MAX SLACK OUT (O MOR) HVE i�VE** VD FLORIDA BUILDING CODE i h Velqpk Hurricane Zone 1',1��RA..ry_�i. 02011 EASTERN METAL SUPPLY. INC w WMm5 ,��'�� °�jGfJVs�c ,`�'� ALL FIIAMI HURRICANE CORP. BERTHA HVTm Accordion Shutter System NO �� • C A N C. (AssA 553) .7 Y.BLAOE 1 W OR N.0 Hd. &HV.MADE 9ESCx>PnoN DANTILLTT TESTING & ENGINEERING COMPANY ta/15�11 &W KW.Ism.Ss.s1e 30,VOMM*kRO m.FULIM ares 7380 W 20 AVE BAY 118/118 PWM;(309)871-1570.Pox:(305)871-1531 ('IIALEAAH, FL 3`3018 a DRAWING No ..........t ,.•f' Fir �M1 �n 3 91-244 Lysis/Oro�� `;rjl� 1/ALM A TU f Jr.P.E. PH: (305) 321-8234. FAX (305) 828-0939 8 MIAMI—RADE COUNTY P.E. SF�;�RE/DATE �o�OA Ue "167e 8 ALTERNATE INSTALLATION -AZ. HV "T" LOCK 90')- 14V D.N SHEETS, 11 &-20 MALE.ZFEM—ALE "T" LOCKS ENTERM TES 9 & LO CKERS 0 w/ HV' 8 D MUSTING MAW FO-0—T I EK BLADE Q)SLACI(.DETAIL HW,INDICATED ON SHEET 8 AS WELL AS UNIVERSAL FLOATING MADE 0 DETAIL NMdATED ON SHEET-10,star BE USEO P W&WICN VET&HVG Z.M ALTERNATE ONN DETAILS ON SHEM 11 & 20 (6063 2x2*xl/SW-2 @-0 @ ANt 181/A 1/2' —————————————— 4)#10XI/g.Sms.To TUBE S.M.S 0 12" —————————————————— AT EACH ANGLE. 5DO HV 'T" F71N ' " MIN.SB*MTION Y LOCK (INSIDE) I—OLOCHV T LOCK (INSIDE) (SEEMSC+Ga DAUSL'E ON SH EE 12) —-—-—-—-—- /Aa 1 1/2' 5 2 28 29 /1- 2" T 2 1/4- 020 x 1 1/2" S.S.M.S. 2 NYLON SCREW HEAD W/ 7/8"0 x 3/32" WINGNUt. SEE NOTE 6 FOR W LOCK @HV "T" LOCK (OUTSIDE) 1/4" 0-20 x I S.*S.M.S. _OC :7 _57@ . - T LOCV, ON SHEET 5. W/1/4"0 x 5/8"• RIVNUT t. (@HV -T- LOCK (OUTSIDE) SERIES 94"AWMW -V—G (2024-T3 XWY)LARGE RANGE THIN SHEET"SM.PART f 0820. AS MANUFACTURED By AVDEL CHERRY TEX70RN, PARSIPPENY.NEW JERSEY 07054 OR EQUAL 'FLORIDA BUILDING OWE(Higb Veloclty Hurricane Zone) 0 203 1.EASTERN MAL SUPPLY,W. DODALL FAMM HURROME CORP. BERTHA HV-m (MA # W3) Accordion Shutter System V.-M#1 W1 OR V HX BM.IRME&H.V.MADE BY 71LUT TESTING ENOINEERING COMPANY REV.N* Ott DALE "BY, AA SM N.V. M.S1. Ste.30&VM=M GWOM'M=0�331aG 7380 W 20 AVF• SAY 118/119 12/15/11 1 HWEAH, R.33016 2 . ......... 3 ORAV016 No WALIM A.TO=I lz PH: (305) 321-8234, FAX: (30) 826_0939 4 SHE 11-244 L MIAMI—DADE COUNTY P.E. RE/DATE 'FUUM U-#44167 9 OF 20 .. POURED•CONCRETE OR POURED CONCRETE. POURED CONCRETE URFD CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR'CONCRETEOR OR CONCRETE REQUIRED BLOCK WALT.REQUIRED BLOCK WALL REQUITED WAL1,3LOC1R REQUIRED EXISTDIG GLASS / EXISTING CLASS COPT ® 18 O C.. _'/-baSRNO CLASS -- / 2+ EXISTING GLASS SUVAgm EQ TO S 1 MADE AND Two crass(SM SMIEDULE ON GLASS(SB: 12 F40R MADE®� 1/18'x3•MAX. (FgI 70 1 t11ON%W 26 SCHEDULE�®AND , ON SHEET 2s FOR (�s3-Ts) ON SHEET'29 FOR LOCATE AT ®&Q� ALUM.CLOSER 1 f>1ADESQ&� 1/2• -1 SHEET 25 FOR OF 8 )sT� VE JF CAE 1 MIN ` t t-1C MAMS(D k(00 1/r MW. �®) I li 6usE V OR 2•MAL #10x1 (AS APPi1CABLE)x2"xI/8"x0'-2' --_-- ------- ® 18"O.C. - ALUMINUM CUP ANGLE i 4 (SOW-TO ALLOY)AT MRDHEJRNRr (1)#1Oct/2"SAL&TO(D& 5 (2)1/4"Rd TAOCGNS ANCHORS TO SEE DETAIL X F WALL AT 1'O.C.(LOWE AT IDE CONNECTION DR EITHER Sa)E OF®) TOR SEE DETAIL X 4 OR DETAIL X FOR pR TO TRACKS _ SIDE CONNECTION m ma(TRCj0:g'oB 7 8 SIDE CONNECTION m ® 0.0./Oas ®wm®� TO TRC © .®• .0- 0.0-0-&0-0- M-0 .70-0—& . m a•o''om©•o•®m ©•©•0-0.0•®® �•®m®•moo•®m 8 m ®•�®•tea•®m 0•�®•moo•®m ®•�®•�•� ®'�`®'®°°°' ©�H�"®•®�•® s. m END CONNECTION�D®E'I'ABL Q 4 D END CON E�TQoI�•� ,�4 o END CONNECTION DETAIL 0 *REQU!=_ ONLY FOR SPANS RATER THAN 1V-V POURED CONCRETE OR EKI5FIN0 G CLASS CONCRETE BLOCK WALL /-GLASS. 4 4 #1 1/2'S.M. .MW.SaWD411ONMN.SDVJN= ----------- . To GLASS(SEE ® 1s' .C. SCHEDULE ON�E --- 6 OR(D..,@OR 1 ®ALOE®Atm CO 1/2'MRN. 12 FUR 9fADE(�AND -- -- _ -- �j'�"`,y ON StmET'28 FOR ANCHOR® i"aaR ------------ CONCRETE t�ADEs(d&® 12"O.C.5 �mADFs®&�1 4 —-- ---- oR oR 1 oR ANCHOR q -Is, O.C. t MIN. q --- -- - -_ - - G OR@OR0OR 2'MRN. EQ ♦ &EUNO NSHM 8 FOR ®•OR�i�GR� • IEW v 10R � OR 0j -0-& -01� ®m ALAN pETAIL X �w POURED CONCRETE OR ��m4J�7��•®m �•�°A®• `�®°� END INJT LLATION CONCRETE BLOCK UREQUIRED ie1aJ. �g •Q.®m 8O•©•�m ©O®®®O.O�m •®"�®•tea•®m ( HV RLA_D W _0_R HV WINDOW BLADE INTO ®•gym®.�,.a.�m ©•®m�•�•® CONCRETE OR CONCRETE BLOCK WALL" END CONNECTION DETM 5Q END CONNECTION DETAIL 6 FLORIDA 0 ILDING CODE HI h Velpq#y Ilurdoon® Pone NNAIIi/N•ii��'i 0.2011'EASTERN METAL SUPPLY.W. a-o�+v1a>e N'HF P A.Tt TM � �3�;..••.••• �, ®�.it UMI HURRICANE CORP. BERTHA H1l D5 o/1. • chi Accordion Shutter System e-m at •'L ECO 1 N c. (ASSA # 553) V 9 W OR W/o H.V.9tlWD09V r &H.V.BLADE 13y * / AA TTLL,T TESTING & ENGINEERING COMPANY TWFI �� wn tom: 12 * 7380 W 20 AYE,'BAY 918/119 t �1e tz/ta/11 �E ` �h..astn se sea�axaOX SnxoS)S 1-153 ansa FI 33098 s PNA :(35s)8'i1-1830.F�:(30S)S71-153t MMIAH. DRAWING Na O••'•.:!�IDR�A'O• +t,,�� - EBIe10 gym" a 1.1-244 ss•• '��PI uTaLTER A TILUT Jr.P E PH:(305)321�-8234. FAX: (365)826-OW $ SHEET MIAMI—DADE CAUNiY P.E. /DATE FLowDA Lk-g 44167 a 19 OF SCHEDULE #1 SCHEDULE #2 SCHEDULE 13 MAXIMUM SHUTTER SPAN)KL+" OR "L-" (ft.) MAXIMUM SHUTTER SPAN* MUM SHUTTER SPAN*"L+' *1` • SEPARATION M GLASS REOLIREMMENTS FOR INSTALLATIONS W/ "L+" OR "L-" (ft.) FOR R °L (ft) INSTALLATIONS MA)WJM ALLOWAM SPAN FOR A QVEN (1)SEE BELOW FOR ta6�➢"SEPARATION TO ® & ®or W/ ONE INSTALLATIONS W/ / POSITIVE A.S.D.DESIGN LDAP. GLASS SCHEDULE FOR SHUTTERS WALLED WITHIN FN POCK or gr or HD LOCK�W/ CENTERMATES. A & W/TWO W OR D SPAN'FOR A GIVEN NEGATIVE THE FIRST 30'-0•ELEVATION OF BUILDING NO LOCKI R CEMUWTES & ONE i•N LOCK OR LOC OR MEASURED AT BOTTOM OF SHUTTER. W/ ONE HV LOCK W TWO LOCKING RODS OR W/ N I OCKING RODS%TOP/BOTfO ONE RO LOCK (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR (2) MINIMUM SEPARATION TO BASS FOR SHUTTERS ®TOP & BOT® *(SEE NOTE j•) RODS *(SEE NOTE 1') / ® OR® WALL MOUNTM=OR FLOOR/CEI,WG: INSTALLED ABOVE 30'-0•ELEVATION OF BUILDING. R ♦ SEE NOTE GM A POSMVE A.S.D.DESIGN LOAD,DETERMINE MEASURED AT 80IMM OF SHUTTER IS 3". CONCRETE&WOOD OSTALLATIONS A cWNCR STALLA INSTALLATIONS♦&WOOD CONCRETE&WAD MAXIMUM SPAN 'L+°FROM SUiMULE. MR®Wn .., yy INSTALLATIONS A GIVEN A NEGATIVE A.S.D.DESIGN LOAD.DETERMINE Aw mm" WALL FLOO�Cpt9N0 M A=�y MAXIMUM SPAN'L-'FROM SCHEDULE. MINIMI �'AReTIQN TO GLASS SCHEDULE., (+ (+a7-)a COUt G LM NOUNTpV05 ji FLOOR/OMMo MOUNTING FINAL MINIMUM ALLOWABLE SPAN IS EQUAL TO THE TAUT W/ONE LO C OMIT 10=0 R= L4 00 L-80 L+ 00 L-00 L+ (Af L- L+ L-H MINIMUM DETERMINED SPAN BETWEEN'L+"AND"L-". 30 13-2" 4r--1 13'-2 18•-0" 30 12'-3' -9 30 13'-1' 18'-0" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHUTTER (NST / (NST W/ 35 17---r— 140' 12'-8' 14'-10' 38 it'-8' 93IS'-8• 38 12'-7• i5'-7" COMONATWNS N BETWEEN WALL W/FLOOR/CEILNG SPAN MMETRICAL ON RMATES CEPPOSI G 40 12'-3' 13'-10° 12'-3' 13'-90" 40 11'-4' I2'-9" 40 12'-2' i8'-2" MOUL'(TM. 45 11'-11° 13•-11 11'-11" 131-1" 45 11'-1' 12'-0" 45 11'-8' 14'-3" 105 3 5/18•. 4' SSI 11'-7° 12-5° 11'-T 12'-8' >M 10'-9" 11'-5' 80 11'-8' 13'_7" FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: OR LESS 55 11'-4" 11'-10' 55 10'-8' 10'-11" 55 11'-3° 12'-11' LI MAX.DETERMINSPAN FOR WALL MOUNTING INSTALLATIIXNS. >105*TO MAX 3 7/8A 4' 6G 11'-1" nI'-4' 11' 11'-4° 60 10'-3' 10'-5" 80 i t'-0` 12'-4' U+-MAX. SPAN FOR FLOOR/CE[NG MOUNTING 10-7° 90'-i s8 10'-0"' f0'-0` 83 10'-8• 11•_11• IIV,STALLATIONS. ♦USE 2 1/2°FOR Ii0 LOdC OR USE MCA VALUES FTM70 t0'-8" 10'-2' 10'-9' 70 8'-8" 8-8' 70 10'-7' 1t'-5' FOR A GIVEN NEGATIVE ASM),i3ETalQ{N LOAD:78 lO'-1" 9'-10' 10'-1" 75 9'=4' 9_4• 75 10'-4• 11'-1" D�M�: IMI IW SEP RATION TO SCHED n E 11--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS, � --�9-f0" 9'-7` 9'-10` 80 9•-01 9'-0` 60 10•-0' 10'-e` MPOL .H�mse W/O x &TIM •RODS OR> 9'-8' 9'-3' 8'-8° 88 8'_9° 8'^9° SS 8'-9" 10'-8" NSTALLATX,NS.�FOR FLOOR/CEIUNG MOUNRN6 WDH ONLY.TWO SKS GO 9-3' 9'-0' 9'-3' 90 W-8' 8'-8" 90 9'-5' 10'-1• FINAL MAXIMUM ALLOWABLE SPAN IS EQUN TO THE SHUTTER INSTALLATION W/ INSTALLATION W/ 0 D'-0" 8'-9° 8'-9` 9'-0' 85 8'--3" 8'-3° 95 9'-2' 9'-10" MINIMUM BETWEEN%W. W2+'. "U-"AND'L2-• SPAN i0 8-9" 8'-4" 8'-8' W-9' 100 W-1• a'-i• 100 81-0' T-7" Ci3frERMATES CFJ4TERMATE5 105 8'-7' 7*-11' 8'-4' 8'-4' 106 7'-11• T-11" 105 8'-9' 8'-4" (4)00 TO ANCHOR SCHEDULE WITH FiNAL. MAXIMUM 10S' 2 3/4''a 3 3/18• 110 Y-T' W-2' T-11' 110 T-8° 7'-7' 910 8'-7° g'2• ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN LOAD TO LEss DETERMINE MAXIMUM ANCHOR SPACING. 115 8'-2' 1-3' 8'-0' 7'-7" 115 7'-6° Y-3° 115 8'-4° 8'-11" D105"1D MAX 3 1/4"m 3 1/4" 120 81-0' I1-19' 7'-10• 7'-4• 120 7•-4° 8'-11' 120 8'-2" 8'-8" A LLOM 128 Y-10° 8'-8° Y-e° T-D° 125 7'-3' 6'-8' 125 8'-0° 8'-8" A MAXOMUEM SHUT ILK SPAN •L+"OR•L-'FOR att USE 2 15/18'FOR FN"1'LarX( W/® 130 7'-8' 8'-5' 7'-6' 6'-8" 930 T-," 6•-5° 930 7'-10" 8'-1' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 * `USE 4 1/8"FOR 14Y"T'I=0 W/ 135 T-7" e'-2' 1-4' 8'-6' 138 8'-11• 6'-2" 138 71-9' Y-9• Pat.A.S.D.DESIGN LOAD. USE INDICATED VALUES FOR$A IES. 140 7'-.9" 5'-11` Y-3' 61-3" 140 61-10° 5'-1 I' 140 T-7" 7-8" 145 T-3' 8'-9' T-1' 8•-0" 145 81-8• 5'-9' 148 7'-51 7'-3" 150 Y-2• 5'-7' 7W 5'-90" ISO 6'-Y 5'-7' 150 7*-4' T-0' t H.Y. CORNER CFNTERMATE #3 MAY BE OONCRUe&MANM WOOD 155 T-0• 5•-5` 8'-10' S'-87155 6'-8" W-5' ,55 7'-2° 6•-8' USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL.BE AS INDICATED ON 180 8'-11° S'-2° 8-9° 8' 8" 180 e'-!M' 8'-2° 180 7'-91 8'-7° MANDATORY CONDITION�Z NOTE e5, SHEET 5. WALL B, C E. M N's&P.Q. R 165 W-10" W-1' 8'-8' 5'-4' 165 81-3' 8•-1' 165 7'-0' 6'-4" MOUNTING F, K& 170 8'-9' 4'-11" W-7° 5'-2" 170 8'-2' 4'-1t' 170 6'-111 6'-2" 175 8'-7' 4'-9" 8'_S" 8'-0° 175 6.-," 4'-9' 175 6•-9° e'-o' FL MOUNTING G, H. I & J. T. U. W& X. 180 8'-8` 4'-8• 8'-4' 4•-f0° TSO 8'-0' IF 1E0 61-W 8'-10" 185 8'-5° 4'-8° 8'-3' 4'-9' 985 5'-11" 4'_8° 185 8'-7' 5'-8" 190 6'-4` -V_5° 8-2° 4'-7° ,SID 8'-10' 4'-5' 190 8-8• 5'-B` ( 'I i H tl BLADE N�Y 988 8'-31 V-3• 6'-1' 4•-8• 195 8'-9" 4'-3" 195 6'-8" 5'-5` 200 6'-2" 4'-2' 8'-D° 4'-8' 200 5'-9" 4'-2" 200 8'-4• 5'-3" 205 8'-0° 4'-1' 4'-3' 205 5'-8" 4'-,' 208 8'-3" 5'-1" FLORIDA BUILDING CADS(High VelocityHurricane Zone t�2011 EASTERN METAL SUPPLY.INC. 18 wDht1M �rauiw�� 1011:0!�4.. n"��j �.� �ALL MIAMI HURRICANE CORP. BERTHA 1 V TM •. TLTE C O iLNC. (ASSA # 553) Accordion Shutter System, V. 41 1W WoKv &ILvwM Q9 * TICCIT TESTING & ENGINEERING COMPANY em n.W 3MI,at-Sea V& ,RM m,ae 7380 W 20 AVE, BAY 11$/119 W DatE tats/1t *.o nc I=�° Phona:(3W)871-1530 F..:(305)871-1531 HIAIFAH, FL 33078 2 DRAWING No ••.FLORI�P.••'��I+ ®-0 MIO°°m a 1 1-2�� WALTER A tmeoaoi1LUf rr.P£ PH: (305) 321-8234, FAX: (305) 828RAMA -0839 5 SHEET MIAMI-DADE COUNTY P.E. DATE 1.10. X787 0gLa Zak""MiN4 141;1 P�01 1 �l V K kil[CI MOMOMIMIMM.M93MMMEMOM mommmm(m Ka"EMI&C-Al IN... uAlaul...KRIM......MAU] .....KIM" mmmm"..."mmm...mumm ... mmmum....mm".... mmw... ....... mmum m=mmKa"m===mm....=031.....mun ClIm""m...mmmF3ml0=lW= mm m ...WKIM1010 mm"MCK ......"10 m"FA=lW=mmmmKAKll= m mmm "=Wl==Wl=Mummzcll m=""""=l0l0= ....ARM10101 "ffAUU=m m 9PECIFICATION3 ON ANCHOR REQUIREMENITE =r&Z OR CO Low ffIM TS'POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES . .(BEE MOtIN1IN09 E,R do H ON WWI;6&7) 1.ANCHORS TO SUBSTPAIE S ftL BE AS taD IM- ' P== �aDfic POURED WWA (a) TO DUSTING POURED CONCI�NEt(Min.Po•3 W) El7N+ALL SILL !MOUNTING' ©CEILING MOUNTING QH FLOOR MOUNTING AEON.cwAM LEGEND - i%4L xs/4"ALL POQi1S SOLID SET ANCND AS 089TR1&11E�D BY ALL ( k CWtTry'a ( c=3' s a) ASD LGAo AAM OEM THE LOAD �0 - TAP CONCRETE ANCHORS W/CAP AS MANUFAC1921ED BY ElORmA FASTENERS WRECT,INC (MGD tom 2 ketj 301.40160175100112011W 208 30140160175 120 i6D 206 ZO 40 so 78 90 120 160 208 TAPCON OR. - PPER+ANCHORS AS MANUFACTURED BY PDV♦FRS FASTETJETtS,PIC.,ANO DLSIRtgUTFD dY ALL POINTS.SCREW.BOLT&SPEdALtt. 14 12 10 8 14 12 0 6 14112 7 s 8 e e TAPCON WITH ADVANCED OR.ANY OT91Qt APPROVE]?LICENSED OR AU1HWZf�D VENDOR(9El WTM THE AMF70CAN SFBTITl7t SYSfEMs ASStX7A'R�N,+N0. 3-0' 14 I2 10 9 8 8 6 8 14.18 10 9 8 8 8 8 to 12 10 0 8 8 6 6 THRFADFORM TECHNOLOGY (Mtn t o a 3OR LEM ImQ 14 12 10 9 8 B s 14 12 10 9 8 6 8 6 14119 10 8 B B 8 1 ALL POM SOLID-SEI' NOTES: 14 12 10 9 s 8 s 7 14 12 10 9 8 8 6 6 14 12 10 9 e 8 8 6 f81JE TAP W CAP 14 12 f0 9 8. 7 63 39 14 12 10 9 8 6 8 6 14 18 10 8 8 8' B 6 At)61IND1UM EdSBEDMQdi'INTO POURED CONCQETE OF TAPOON OR TAPOON WITH ADVANCED THS TECHNOLOGY ANCHORS AND TAPPER+ 4'-0a 14 12 10 9 8 8 6 6 14 12 10 9 8 8 8 8 14112 1 9 8 8 B 88 TAPPER+ ANCHM IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS S 1 1/2°. 1111211 t2 t0 9 8 8 6 4 14 12 10 9 8 8 8 4b 14112 10 9 8 8 4 SB A.2)M9NIMUMt t MEP1T OF 1 4 0 z 3/4`AI.L POINTS�LiD•-SE{'ANgtOR3 SMALL 7/8'INTO THE POURED CONCRETE NO t T 14 12 10 9 8 B 8 4.3 14 12 10 9 8 6 Bb 14 12 10 B 8 8 4b �O Stl�SHALL BE PENBVTIA i/4'0-20 SS.MACHINE SCI EW USED SHALL BE 1 i 2° 14 1a 0 9 b $8 - 14 12 10 9 B 6 8 8 14 12 f0 9 8 7 8.6 4 / LONG MM88AA SHOULD STUCCO EXIST,AND 4112 10 9 8 B 6 6 14 12 90 9 8 6 B 13A 14112 10 9 8 8 8 4.6 1"MINIMUM FOR WAITS WITH NO STUIXD. 8'-Q" 14 12 1019 8 7 4 14 12 90 9 B 8b 8 141111108 88 B 33 3 4• &0 8}IEE FOR �)N CASE THAT PRECAST STONE,PRECAST CONCRETE PAWS,PAVERS OR ANY VENEER BE MAID ON TME OWING WALL OR FLOOR, 141to 10 9 8 7.8 4.8 - 14 12 10 B 8 8 6 48 14112 10 0 8 s 49 76 A CHM SHAD.BE LONG ENOUGH TO REACH THE MAW SMU MM SOW WM WALL FINR.ANCHORAGE SHALL BE AS INWCATFD ON 4112 10 .8 &8 - - 14 10 9 8 7A 6.6 4 14112 /0 9 8 9 4.6 3.6 NOTES Al &A.2)'ABOVE.FOR DWAIJAMIS ON VMft SOWWAHOIR' O OR EPS NRH OR METAL MIDS CMWAT THIS ENGINEER.FOR 8,•�a 4 1 10 8 8 8 8 - A 12 12 0 9 8 8 8 8 94 12 10 9 8 GA 6 38 aMA4A1�INTO EM WITH METAL STUM SEE WET 2ak 4112 10 9 17SIU 3 - 14.12 110 IeZ 7 EA 4 3 14112 8 6.8 8b 4 3 - 4112 10 9 16 18 - - 14 112 110 1 9 L GA 6 &78 14 12 10 Bb 8 4 - (B) TO EXISTING CONf2iETE�.t11P0(A4RM C-80) 14 12 6 6.8 8.8 3 - - 14 :1a 10 0 8 ss 4.8 3.8 14 12 10 8 7 8 U 3 - 1/4"0 p71/4T OR TAPCON WITH AOVANOED THRFADFORM TEf2WOL08Y ANCHIXiS,AS MANUFACNI�D BY LT.W.lSJILDl7(. 14 12 10 9 8 8 - - 14 -12 10 9 8 7 8 4 14 1 10 9 7.8 SA 4 3 - 1/4•°0 x 3/4°ALL PaPITS QUO^SET ANCk10RS,AS LUTED BY ALL POINTS W,BOLT&SPECIALTY COMPAtdY. 14 12 10 8 68 4 - - 14 '/2 0 7A 6 4A 3A - 14 DA 7 8.8 49 3.6 - - - 1/4'b BLUE TAP CONCRETE ANt,FWR3 W/CAP AS MANUFACTURED BY FLORIIXE FASTENERS DIRECT; BHC. 14 12 10 SA 7 4 - - 14 t2 10 0 78 of 4 - 14 12 0 7 7A 4A - - 1/4 O TAPPER+ANCINORS AS MANUFACTURED BY FASRS,BHC..AND 06RR�RED BY ALL POINTS SCRE9R,BOLT&SPECWLIY 14 11 7 NL8 4.6 - - 14 12 10 9 7.0 BA 4 - 14 18 6 4 3 - COMPANY OR ANY OTHER APPR6VED LICENSED OR AUTH A VENDOR REG{5(QiED WTIH THE AMER�AJ SliU1TlR SYBIEMS ASSOCIATION,INC. B.•_,Oa 44 12 t0 9 8 68 - - 14 1112 10 9 s 6 4 - 14 12 110 8 8.6 8 3.5 - NOTES 14 12 d6 T 88 3 - - 14 12 8 8b 8.6 4 3 -- 14 12 B 8 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONORM BLACK OF TAPOOK BLUE TAP W/CAP ANMW AND TAPPERN•ANCHORS IS 1 1/4'AND TAPOON 14 12 6b s B ^ - - 14 12 10 B 6.6 8 - - 14 12 8 8 &8 4 - WTH AMANOED Tt M TIXYINOLOGY ANCHOR$6 1'. 13 9.8 6.8 8 3.8 - - 14 12 10 8 8b 6 - - 1 12 B Bb 8 4 - g.�a 14 12 10 9 8 - - - 14 11 10 9 7b 4.8 - - 14-112 U . 88 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"AU.POINTS -SET ANCHORS SHALT.BE E3NTII�t.Y EMBEDDED INTO THE CONCRETE BLOCK.NO 14 18 78 6 4 - - - 14 12 7 7 8 - 11 8 8.8 4.8 6 . - - EMBEDMENT INTO STUCCO,MALL BE PERMRTED,1/4'0-20 S.S.MACHINE SCREW USED SWNL BE 1 t/r'LONG MINIMUM SHOULD ZFU00D 14 12 8 4 4.6 - - - 4 12 9 7 88 4 - - 14 11 7 8.8 8 49 - - MW,AND t`MINIMUM FOR WALLS WRH NO SNS. to 8S 88 4 ^ 92 8 4.6 - - 14 i1 7 3.8 - 14 la 10 9 7.8 - - - 14 12 10 8 8.B 8 - - 14 12 8 6 6 4 - 10'-0 14 IDA 7 8 3.6 - - - 13 9.8 03 8 4 3 - - 10 7b 8 4 3 - - - Bd)AINFICHM WALL ENOU(QH TO R MAN SFRUCNRE BEHIND SAD W�FlEIWM 'ANC ORAW 94ALL BE AS PID ON f4 11 7A U - - - - 14 1.6 0 8 $ 4 - - 2,6 9.8 8 8 4 4 - NGTES 8.1)&9.2)ABOVE FOR INSMIATIONS ON VINYL BMW OR EIFS VM OR WITHOUT METAL STUDS CONMAT THIN ENGINEER. OS B 8 - - - 14 to B 6.8 53 4 - - 13 10 6,6 8 3 - FOR PLRTAUATION INTO EFS WREN META_MUDS SEE MMMT 25A 1,�a 14 12 10 - - - - - 14 12 0 7 6 4.6 - - 14 Ob 7 LLB 4.8 3.8 - -- 7. 9.8 8 - - - 12 B 8 4.6 4 3 - =-V 4.8 3.8 3 - (C) ANWORS BIMVLL BE INMLED FOLLOWING AU.OF THE AND WORGATIONS OF THE ANCHWt'S MA14UFAMURM 14 10 7 - - - - 14 IDA 7 6.6 4.8 - 11.6 8.6 8.6 4.5 3.13 9b 4A - - - - - 14 1A 7.8 s 8 - - 12 0 6 4.8 4 12'-Oa 14 12 10 - - - 14 2 8 8.6 83 - - 13 10 Bb 8 4 - - - EDGE DISTANCE S SPACING SCHEDULE FOR ANCHOM, ib 8b 4.8 - - - - - 19 8 8.6 4 38 - - 8 8 4 - - - - MA9IMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DWWEDFS INDICATED BELOW.FOR E D.LESS TWIN THE DATED.MUCE ANCHOR 33 95 8 - - 13 9A sS 6 4 - - 08 8 S 4 - - - - BY MULTIPLYING 9*4040 SHOWN ON SONEWRE BY DBE FOLLCWM FAMORR 9 - 14 .0 7 8.6 4A - - 11 8.8 DA 4.B 38 - REDUCED OBTAINED USDIG FACTOR qW.L NOT BE UMS TWIN OWN SPACING 6d=ED FOR OW AOM W- 13,-0' 14 12 - - - - - - 14 .5 .8 e 8 - - - 12 9 9 4.6 a - - - FACTOR Ob a - - - - - 10 7.8 s 4 3 - - - 7.8 s8 a 3 - - - - ACTUAL TAPPER+ 2b B.8 - - - - - 12 9 8 " 4 - - 9,8 9 4 - - - - EDGE TAPOON TAPOON WITH ADVANCED ALL PONT SOLID SU BLUE TAP W/CAP 8 8 - - -- - 13 9.8 U 8 - - - DA 7.8 8 4 - - - - DTCTANOE 14,-0' 14 - - - - - - 1 0.8 7 8.8 - - - - 11 8b &8 49 - - - ED. MBD.SPAONG o 3' MIN.$PAM-3' MIN.SPADING-3 1/2' MIN.SPA"�3' 3 3/4" 4° To- .8 - - - - - - 9 7 4b 39 - - - - 7 3.B 3 - - - - D W.I.wwo-C POIIRFA CW68�lE Nd IE OACC �8 C& <XM 1E Bll0f8t&PdAID CW.9a&1E ORO tE 1I0GC is 8 - - - - - 1 8 e.a 4.8 - - - 9 ab - - - ,3. MIN,ER°3 4/Y WL E,D.a2 i/2' � � IWI.ED.a3 1/Y ED.a2 1/2 s4 - - - - 112 1 ss - - - - - os e 6 - - - - - BLADE WORKING 3" 1.0 ago t.a 0.78 1.0. a." 1D SA 6.8 4 - - - - S 3 - 2 7 - 091 1.0 - am 1.0 t DA 8 s UIS 4 - - - - IN,U ISDN O 2" 0.71 - - - 0.61 - 18'-0' - - - - 1 0b - - - - t0 - - - - - t 3/4" K5 - a 87 15 a - e e o - - t.112" 038 FLORIDA BUILDING CODE(High Velocte Hurricane Zone - - - - NFq i�iU^ Omit FAmM METAL.SUPPLY,INC. IS TA go ,91P��`A'n !r✓ (W ALS!.MIAMI HURRIc/1N CORP. BERTHA 1'1'9�� Dul ��- ASSA 553) Accordion Shutter System C'O �Ne. ( v 1 w OR W/O H.v.wnRv &ILP slAol W.N. oESCF&n N DATE an. A& Ry `*i �i 1TLLIT TESTING & ENGINEERING COMPANY 1 DATE 12/16/11 s TE OF }1 aZ R KM Sam.Sb R%118 t6LM amlom nAMA 33188 7380 W 20 AVFb BAY 118/119 �y pta :(306)$71-163o..I=:(306)871-1631 HIALEAH, FL 33018 2 DRAVANG No oatooLcm 15O1FSS+; o 111 WATER A PH: (305) 321-8234. FAX (305)826-09.39 8 SHRMMA EE14� MIAMI-DADE COUNTY P.E. 4ttg ¢�1RA'fURE/DATE u° 44187 e14 28 x.16 r _�..•_ �� t u , ?II . . 4[ <ll?. ,,.: 11AZ . .� R iR u,7QCI�� 1l;._ •: h�ih.al 1; hl, qC __ 31, 000�armmoo�000mm000000mmooca000mmo iT p[7111EiiMINK-AmmILAM m®mI�MUMM ®®0®a3t7mQ©Di7iltaFm[�I[3ummum QE31UM RAMQ " iEl� mmOQLL'7mmOmi�mmMERM 7MUM CREIRE AKAMMM mmQ17MMEAMMU [S![a mummO®EMIJEJ IMial ImmOmfl C OLEMM I0LSKSKA ®laam UUEMUiEimmMWELEMmIS FRUMMUMMER m®fI70FlDOL�fEl®®E�OL�DO mmmmmm[T70000000[!E7 IIfIF3�Opili�a�®[ ®OE�IG*J�lmmOmamm0"MEEMEEM"M U""Mm"M ��®mi7mI7L�mmmm©I?�lzlE7D"MmmOLIE7 Um®m0II00L7®®®®iDOL ammOmmmmmiNEEK"m�Il00 UZEMIUMQOIIDmiE�m[£i0[�C£1n177mmmmmm 00[![70IlAO Uum"MdLEM. ©.�IOF�7C?]L7ElmF7mF�iILd7E�ii[7[ap[laLf��'7n m"CAM 0M[ MMM al"EMAQ[a00 mfFlOpO©©Q mmmmm000 00I70Od0E� mif]IaER LE 7IE#IYliD[70Q'Fi9QmE7mmmOG£Ia0000[7[7LL7a IM EN13KA OOt7®®Q7t7t?70m11mmd000QQ017[YO[�Oma m®000d[OM®�®F�a[30E7 mmmmOmmm[700[70000 mm�n�ondnromr�ooL�aammmmondanrnvonn�© iLf®m[7<alfLlO®®OmC QaamEaQmFIDaQmmmmmmna EXER [7000Q®®mmQa©QOmmmm©aavaurir�oaa ia�[LIOOODa®IDmF1704f mammumm"mIOL�R[�I�00170 mFaEaMM/OmmG L�QQL�O[�[7L70EIQ mmmOta[7oom0mLft0 laai7mmf�70maaMUCHM"mmm �I&!®IIQ@MMESaQmmOQaQMm"MmXWm= m®Q7000QL®iDLE70[�0©QmmmmE7mOLlODE700[�DO mlDfillOa[�QQ IFID DOL�OQQQ mmm000QQ l70[�00KE"= mKS13M7[1aQ®00E•7C£]QQammmC�E�aaa[7E7[!O[00aa m®mvunaa[ Im[•T_•7C MaammCZ7m�7aQaQL�OmEr7QQa D7al"HUMM®mp00QQmt77�T]E7aaQmml00laOla0Lf0[�C37mall m��I70aa m170[7[laaa l7mml70aaZf A[IL7L*][loaa 6]Emamcm Q®I [7aL�ElQammala<�laaa000L�E aaQ m®mi70[�Qam�mLILl.mm=Mmmmmm0a000Q0000 ' mm�mvonQQoo©d©QaQmm[YnvaaQddnnnaaa mik�m[7[ll0aaKAMM loaaamm©�7L*7naat700E��IQtOa ®IEM3M MM0na5IILT7ir7C�7B?7QQC7mm ]Daaaal�Llmm©aaa mmmivt�QQQ®r�oovvoQmmmmrivaaonL�onnao mmi�QaaQQQvvvoQQQmmomoQaQar�nwe�QQ m��aovaaaai�nvaaao�amnoraaaar3voardQaa m®�unaaa ovv aaammmm aanmmmimaaaQ ml�ijlQaQQQ sE76E70m000Q mmF�mmOQQ Mm"MmQmm miY�Q7000QQ mL*.]0©QaQQ mmnn©aQQ MM voLav�Q m�II7[70nQQT�m4J 7Q�it77QmmI*�f£fQL7aa0C7QQQa Q Ula"M000O mF�7[30E7ovii mOt�©OQQa[�i7L!©OQQa m+��vaQQQ�oivvoQaQmmmnmonQoiaavnvoza© Iramm��QQQ000i�QaQ�a�omnmQaQQrinv©aQQa. m®iD aaaa�7L*:lElaaaallmm00C�aQn[7(aOZlmQOa �mmit7a000QL•1mm�'IE�QQQi7L•T.]FT7aa00017I3ET]©aaaQ m�0a6Z000mmL:70©QQQmmm�7i70QQ[IODODOLlE1 I�®mQanQQ D0©QaQQOmmm©aFfQQO[i0�*7aQQa, mlmiL7aQaaQ onoQaaaa t4m0vaaaa oinnvaaQa. ®mmawaQQar�ov�aaoomootaoaaa[w�Qavva Z �taaQQQQam00©QQQmmmmO©0000[�[lL�E£la7Q ®"Uovca..: w'" r�r .o,,,,:�o�anait=�. soacm,.ewovnnmoww l Shut-teru T Mau SAY 118/119 . 1• d-� MAXIMUM ANCHOR+ SPA SCHEnIn F 1= S � ( OR A n/FN MdX cut 11'I'CC eoaA1 NEGAO CORRESPONDING (SEE MOUNTINGS ON SHEETS 18 & 19) U B T F= T P=- SOUTHERN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G@0.43 W/ MIN. G=0.36 1/2" MIN. CDX MAXIMUM PLYWOOD SPAN WALL-MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T CEILING MOUNT T 00 M. N, 0 & R FLOOR MOUN:nNGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS W & X W & X M, N, O & ROWN W & X P & Q ASA.DESIGNIAAD ASD.0678N LOAD AS.D.ULSION LAAO ASA DEM LOAD NEGATIVE ASA DESIGN DIAD TME AAA.OEM LOAD A=DESIGN LOAD 30 40 6O 75 80 105 30.40 60 75 90 106130140 75 90 105 30 40 80 75 90 1105130 40 60 75 90 105 30 40 80 75 80 105 30 40 80 75 90 105 92 10 10 9 8 8 8 8 8 8 8 5 92.10 10 8 8 8 8 8 8 8 5 4 12 10 10 9 8 8 6 6 B 4.5 4 3 6 5 4 4 4 3 4'-0" 12 90 10 8 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 8 6 5.5 4.5 3.5 3 •12 10 10 9 8 8 6 6 4.b 3.5 3 2.5 8 5 4 4 4 3 12 10 10 8 8 8 6 6 . 4 3.5 3 12 10 10 9 8 8 B g 4.153.5 3 2 5 12 10 10 9 8 7 8 5.5 3.5 3 2 2 ti 5 4 4 4 3 61-0" 12 10 10 9 8 8.5 6 8 4.5 3.5 3 2 5 12 10 10 9 8 45 6 6.5 3.5 3 .57- 5 2 12 10 90 9 8 3 6 4.5 3 2 2 - 6 5, 4 4 4 3 7'-0" 12 10 10 9 6.5 4 B .5 4 3 j:5- 2 92 10 10 8 5 3 8 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - 8'-0" /2 10 10 7.5 4.5 3 8 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 92 10 10 4 - - 4.5 3 2 - - 6 5 4 - 9'-0" 92 90 90 b 3.5 - 8 4.5 3 2 2 - 12 10 8.5 4 - - 5 .5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - 6 5 3.5 - - - 90'-p" 12 90 7.5 4 - - 5 4 25 2 - - 12 10 5.b 3 - - 4.5 3 2 - - - 12 10 3 - - 3.5 2.5 - - B 5 - - - 11'-0° 12 10 5.5 - - - 5 .5 2 - - 12 10 4 - - 4 12 90. - - 3 25 - - B 5 - - - 127-0" 72 10 45 - - - 4.5 3 2 - - - 92 10 3 - - - 3.5 .5 - - - - 12 10 - - - 3 2 - - - 6 5 - - 13'-0° 12 10 - - - - 4 3 - - - 12 90 - - - _ _ - - - - _ _ - 3.5 .5 - - 92 7 - - 2.5 2 - - - - 8 4 - ' 12 10 - _ _ _ _ _ _ _ - - - - - 15'-0° 12 - - - - 3.5 3 - - - - 12 - - - - 3 2 _ _ - 92 5 - - - - 2.5 2 = - _ 6 3 - - - - 16'-0" 1121- - - 3 - - - - - - - 3 - 9.5 - - - - - - - - 12 2.5 - - - - - 11 - - 2 - - t NOTES ON ANCHORS REQ 4REA"ENTS WOOD SUMATES 1.ANCHORS TO WALL,FLOOR OR SCID WOOD SOFM SHALL 8E AS FOLIOx�`a - 1/4.0 TAPCON oR TAPIXNI WRH AWANCMDED PE T,4tEADFORM , , a SA,c,,,� AS,,�„�B, O H V B L.4 D E 0 R n H V B LA D E LT.W.BIDLOD(W/ THREADED PENETRATPDFI AS BIWCAtED AT EACH 5ECTWN GV SHEETS 18&18. MWITON:SEE OM 2 BF>.G1. 2"' "° �° �� nWU•%'18�� OF -HV WINDOW BLADE WORKING IN UNISON I!¢1 SC�1t5 AS PEN N.DS.2008 SPEL9�agppplS, 3.SUBSTRATE SHALL coma T OF TME Falom Gs . -SOUTHERN PINE N°.2 W/6-0.85(NA.S) ♦ SEE LDA,I�A7IgVS of USE of -DOUGLAS FIR W/o®OM QLDa) etaDE 1t y oN sHEer 28 . -SPRLFM PDM FIR NORTH W/G-0.43 -SPRUCE PWFDR SOUTH W/-G."13 -W 1/2°COX PLYWOOD(188e APA) A ANGiORS SHALL BE DWALIM FOLLOWWO ALL OF THE AND SPECIfl WOKS OF THE ANCHOR'S NMNFACNRFR. FLORIDA BUILDING CODE (High Vefoci§Z Hurricone Zon® �as1....... ®2011 FASIQtlV ME1'AL.SLD'PLY,INC o �� ♦♦�� Q'••'''CERISE ALL MIAMI HURRICANE CORP. BERTHA HVTM r @mtUCRCRmtro1 I L E (MA# 553) Acwr(hon Shutter stem >tr Ar * V.BADE 1 w OR W/o H.V.WIN=I &H.V.wx 10 ♦ PEV?to DLSCRIFF N CAVE SY. AA ••,• ; TN L IT TESTING & ENGINEERING COMPANY m♦ °xs rte.saa.s1,sta sos,MRM emmem PtDtnDA 1316a 73lO Y! 20 AYE, SAY 116/119 1• oAte, 12/15/.t, �',•:. Phare:(305)871-1830.Fox:(3os)gi1-1851 HKFAH, FL 33016 z DRAWING No 4t• d 0 e-moD Ditoou�oleom 3 s ss/0NAL WAL' EB-0°DT'9 11-244 �R / ROAR U0,#d 44411.67 PH: (305) 321 8234. FAX: (305)828-0938 9 MIAMI-DARE COUNTY P.E. SEAL�S'fb`IVi�'FURE DATE e 1 SHEET 28 MAXIMUM ;4NCMOR+ SpACinlr �j0 ) S NFnI It F FOR A GIVEN Max �EAN�.(�EGA]IVF. A CZ n MC*CIGN nAr, e.,D CORRESP SM ER ONDING MO Inrrwr ME (SEE MOUNTINGS ON SHEET 19) -T � �- + NOTES ON ANCHORS REGI Hac tFrITS• yyOOD SI1t9cTunTFS. SOUT//HERN PINE No. SPRUCE PINE SPRUCE PINE 1.ANCHORS TO WALL,FLOOR OR SOW WOOD SOFFIT SHALL BE AS FOLLOMR: Z D4U MIAS G R5. FIR NORTH FIR SOUTH �ry - 1/4"0 TAPCON OR TAPCON WTfN ADYANCED 9NRFADFORm Tem*n.0t1Y ANCHORS,As wNUFACn1REG ST MAXIM MI . G=7).50• W/ MIN. G=0,43 W/ MIN. G=0.36 4T.W.BUXOR1c W/NINUdLIM THREADED PENETRATION AS MICOM AT EACH 5S011ON ON SHEETS 18 ac 18. EXCEPTION:SEE NOTE 2 BELOW, ( � B.O. WALL MOUNi1NOS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 2.ANCHORS TOHOLLM CEILING SHALL BE AS PER MOUNnNa rin U.SHEET 19 AND SHALL CONSIST OF S&V S &V S &V EAG SCRIW3'AS PER NDS 2008 S°EOtFlCA MM A.S.R DESIST Lamm ASA.DM=LOAD ASD.DESIGN LOAD 3.S185TRAN SY LL CONSIST OF THE FOLLOWR39: 30 40 60 75 90 05 40 40 60 75 90 105 30 40 60 75 90 105 -SWTIHERN PUKE No.2 W/G=o ss(N.D.$) -DOUGLAS FIR W/G=o so(NDS) 3'-0"OR LESS 12 12 12 12 12 12 12 12 92 12 12 12 12 J12 92 12 -SPRUCE PUKE FIR NORTH W/0.0.43(NA.S.) 4'-0" 12 12 12 12 12 12 12 12 12 i2 12 12 •12 12 12 -SPRUCE PSE FIR SO=W/6-046(N.D.S.) 1A 12 92 12 92 12 12 12 12 12 12 92 12 1. 10t/2"CDX PLYWOOD(7988 APF 6-0 1212 92 12 12 12 12 12 12 12 12 12 12 .5 8.5 8 4.ANCHORS SFWL BE MWALLED FoLLGMG ALL DF THE RECoMhOWARONS AND SPECWMMONS of THE 12.12 12 12 12 12 12 12 12 92 10 12 8 8 12 12 12 12 12 12 12 92 12 12' 0.5 9 12 5 7 7 12 92 92 12 0. 92 12 12 11 9 6 92 5 6.5 6 10'-0" 12 12 12 12 1.5 9.5 12 12 12 10 8 7 92 B 6.5 12 12 12 12 110 8.5 12 92 1. 8 .5 6.5 12 12 8 6 5 5 12'-0" 12 12 12 1.5 8.5 8 12 12 0. 8 7 B 12 it T 8 5 4.5 13'-0" 12 12 12 0. 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 8.5 5 94'-0" iZ 12 12 9.5 8 6 92 12 9 7 8 4.5 12 9.5 6 5 4 3.5 15'-0' 92 92 1i 9 7.5 5 92 12 8 6.5 .5 3.5 9.58.5 6 4.5 4 3 16'-0` 12 12 0. 8.5 6.6 4 1. 12 8 8 4.5 3 91 8 5.5 4 3 - 1T HV BLADE ONLY FLORIDA BUILDING CODE(High Vel Hurricane Zone wad. vftlm1dffff�P A•n[/y,;� ..02Di�1 'ASTERN METAL SUPPLY,INC. �p �a1�,y>P��.••�j,CEAtSF•°.1ALL MIAMI HUMCANE CORP. BERTHA HV Tm . &.61Z 1 L�_O , (,SSA 553> Accordion Shutter System vK 419a ORVO o 1La:99oW BM&1Lv BiW 02 TILLIT TESTING & ENGINEERING COMPANY ALvD0 m DATA WtAM ft ria. Tt-St..3 VMM aagM rwwoa 33166 73W W 20 AVE, BAY 118/119 T crate, 12/18/11 Z0�1 ,.•6t11111,� P?=V:(3osmt 9T,eWI-1331 HIALEAH. FL 3W18 8 DRAWING No :s810NA�,. fj1Af Wvme A RLIT Jr:P.E. PH: (305)321-8234, FAX (305) 826-0839 ' 4 11-244 MIAMI-DADS COUNTY P.E. SE /t►Ui�E/DATE FLOWA u°'@ 44187 3 'SHEET 8 e INSTALLATION DE AILS 0•N EXI.STl:NGWOOD BUILDINGS FOR Cl) HV & HVA 'B.LADESAS APPLICABLE MA)C. SHUTTER SPAN L+ OR _L— FOR INSTAL t ertc�NS ItdTO WOOD WITH 1 2 1/a°o raPca4'LID° & ES S L J` I/rtKWGFo tr w4 oc1• �f'• 1'I1�/2"Mk,ARFAP 1/4`W TAPCgN OR !. APCOPI w1TH ADVANCED DIVIM(�4 HEADER. THREADF-ORM TECWOLDCy SEEBa1mULE ON%W 18) ;r PaMRgM 9 am AREA Rn 11 1 1 OR OR® W SCIiEDULE ON 94M 16) - To 6IAS5.(SEE 1" IFOR E 1 pt® 1/80—aox3/a•s.5.NAG4IME SCREW ON wza 1v "a 11 w/1/4"-20 NUTS® 12.O.C. GLASS--.@ SLAMWALL & tia :i� OR® 0 wALL I I FWM OPIIONAL I N h I rxV WOOD tlQST11G A714. aRs {� ::.si � HEADER R D ♦ . FM&9i 1 OR E>oSfglo I 1 2F�: INSTALLATION DETAILS ON 'EXISTING WOOD BUILDINGS FOR n HV & HY♦ BLADES AS APPLICABLE �—SHUTTER SPAN L+ OR.L— FOR IN�TeI I erlpprS INTO WOOD WITH HV B enF WAu FR9$li 0 <°®ruxa»v OR p AP(WN WRH ADVANCED TeRM TECHNOLOGY EXKRN Yhm. 0nli oJ SIRI=URAL W (1r aaaucaBLE) ,0 ExisrING.WooD HEADER, 1/J4`0-2Dx3/a°s.S. OF E>QSifN6 WD00 REAM ElO3RM(iSES V100D .� (SEE SfY+EOInE @1 SHEET 1'n +•Mln PHRUPS tMMS HEAD TOOITER L�+ESED Fx0U4E�ER aR z 19 1[4°-20 AA1TS ETON. 1/2° +/2• RAFTER 0224° .a i O.C. 1/ O,a REWRED 1 1 1 EASN WgTH Ap ANCEO k '+ Nox. OPPENEMATION 3/4°MmAMmc THK. 1vOWL OFEXISDNG WOOD BAREAEAMTO Atax3/a` *x4•xl/a•OONT.AIARI.T1� (SEE SCHEDlA.E ON SHEET la) $®e'as �83-Ta ALLOY)W/ p j 1 or gr i i or®or© $/1 : To SCAM AT ExsTu>c -� COMMLTi x4° i I ® I MOWM tnoOF MM WOOD Gass OPEN HOLE MEMBER.(Y Mm.NaMINM. I SEPARAl10N I 0 (SEE Sp(ElTOU ON SHEET 12) �,,,,G I S tTO ACCEPT � Wli AR VALID M INsrAunTroNs WRH 72 I �GLASS AT CII4rER OF TUBE MAX.ASA.OE9GN MAN. WL SWAM=® -I wwwom sal�aeEORM RAM e I m ( I INSTILLIATWtd 6 ONLY VALID I�WAD�� I Gass--i e I SPECM cAVAY QE Q%DOUGLAS I a.Z 1 OR M WOCO ORS PM Na 2. t- E sHEEr a FOR tYPIcaL sHURER aSSEA�,Y, 1 OR . z-MouNrwG secltoNs c+w ee croMmNEo OHV CEILNr IN ANY Tray To suer ANY d4sraLLnTroN. INSTA I eTlf}N O•HV CEILING INSUL TION ' MIN,SEPAPA7WN I I m 1 OR ;AaN.SEPARATIONM GLASS 11 �9 ff TO GLASS ( E scHE E ON sHEEr 1a) I 1 ` I aroZv I -�(O ) �jMW B I I I f 1 I I A1•TERNA 1 8 I I G Fam i LANCHOR RGN Ex61WG O )9 Max © xir MIN.WOOD + 7 W1ASIER HEAP Tac I DaaXC RewilRED •b`" 274"MtN.WooD I SCREWS® la`ao (NO FBOSH ALLOWED) OR@ FIWS+AUANfiD(N J _._- / F APPLICABLE 1/4'0 TAPCON OR 1` 1JPFBLLIPs TRUSS HEAD FAPPUCABLE OF 0l° 1 40 F.H.TAFYXIN OR TAl'CON WITH ADVANCED Mln. MACHINE SCREME TAPCON WITH ADVANCED (` THMADFORM TECHNOLOGY W/1;4°-20 NUTS a•MIN. MIN DECK WTM %2Maen. ETECHNOLOGY T>op1 2°x4° an W/"1/2" 1/Y Min.PENErwoll ®12 O.C. 1/4`0 TAPIWN OR TAPCON WH ADVANCED THREAOFORM OGY / SIU.PLATE' ONOR=IEDOF WOOD PLATE. APPLICAG.E a°MIA1. OF THREADED AREA MmETDC DI Wood SATE W/ 1/Y Mtn.PENETRATION THREADED AREA Raro WOOD Dp9t. (SEE SEEWLE ON SHEEr 17) (SEE SCHEDULE ON SHEET 18) ♦gg oP M OF (�SCHEDULE ON SHEET'18) V HV WALL SILL INSTALS eranal r 28 Q H��1 LK-0 (y��rATION ®HV FLOOR INSTALLATION FLORIDA BUILDING CODE Hi h VOloci Hurricane Zone y, ®2011 EASIM METAL SUPPLY,IND. ° p�Z a� AlMIAMI HURRICANE CORP. • . �'� BERTHA HVTM XQU • pL E C O ANG. (ASSA 553) Accordion Shutter System Y.WDE JI'V OR W/O H.V.UM MM&N.V.MW J2 TILUT TESTING & ENGINEERING COMPANY 24. bE�R�TIOR D 2-4 t. 6366 KW.3M 19.sbs wROM=Wa4 noxmA 33+66 7380 W 20 AVE, BAY 118/118 + DATE: 12/16/11 �� FToro:(sos)B7l-1830.Em :(3Da)ai1-1x31 HIALEAK FL 33018' 2 � DRAWING No 0•'•.,•f( Pkr'4 e-marts.taBeoaOado6nl :SFS OR.0....6?�� WALTr�A. r'l .P� < 11-244 MMA-DARE C(wN1Y P.E. S S �Al DATE nXRDA Lto.®44167 PH: (305) 32t-8234. FAX (305)826-DB39 8 SHE f ZB 819 END INSTALLATIONS 1 HV & U HV O BLADES INTO 2"X4" MIN.• WOOD STUDS z•�a•wu vim slums. 1 4'0 TAPCWR OR TAP= Ws MPU44MQ \ / ,tOW&M YHREM OM a°.a°UK wm a wt•tea / my mmoEtt soma REOb �w so a sa°WL \ / ma tNro•sR� \\ % wRa@l.'t/a•Imm I pQR� E>OSimlO mm PExfifRA mi TO i/2°cox KLmW W NO Stub am. 17asm cum / EXOM ansa i � \ EMSIMa Gass MK ovwmI T tom. Y euro tac�a��7' tJa'tax.omz �.56>Ar�t �' eua, 'mw.slit t8 tDR eIAOE®ix0 rtTtg00D. ro aAss(SEE To(AA4s tSEE t xav,mx ID d/15s t� POR 1/iSRr3° SWEDI0.E ON SNEEI' SCtE01$E- P�IwppO, sot�9sE ox ' wx 12 IRR 8=4)AAD to FOR.' t t2 Pat 1a� Atm ®e ALUtd.0.0 8 PLN o= W 9fff7 Int ON Sim 78 F91t ON s mEf a8 P1aTc iocare. 1/a maaPsOaq� Pa�mmt aa�sp&Qg GAaSpa® AT �GpE ' e tom:t•aw x•eRc 91 ax My 5(QW' WArt,m 1 �nuEcnox I OR Q� usxae> °>me°apt ( OR Q� SEE OEm X FOR OR®° ID TRACKS sEE DEAR.X FOR ME 0018mc7m a. TO Mm TO ND CONNECTION DETAIL 0 END CONNECTION DETAIL Q END CONNECTION DETAIL® END VECTION DETAIL 9U — 1/4-0 TAPOW OR TAP= 1/$P TAPOON OR TAPOON b REDU21E0 OtsT WR 1iPAt�ChF{17fR TWdt ta-O• DIM=ml/ RTH AWANCED UMADPRx Wm11nHi ADVANCEDa°ka°59N. ta10R8 W t 1/2.01. Ax7HMW ,1/Yxmi.m Gass soma�Qti' RF�mv 1 t7sWa�n 370x7/Y ax a rax SEE UM ATtON5 OF USE OF ro sums®,z•o c tNto sruas®ta'o c ws o.F ro Gess{taE BLADE 1�ON SHEET 28 SOME - 12 PIR �ARttm 70� Aw 4 4 (11 SW 28 ca(g)MOOR A O 8 44X 6Ww.Pm8A1 z'sa°taw amoD 4?(D 07 VIEW Y SAmS RmD. Mm ®�®« PLAN ®« ©o•®«©•© ®« ®•®«�'�•® DETAIL X EN=DCONNEOON DETAIL 0 END CONNECTION DETAIL © FLORIDA BUILDING. CODE I h Velocity Hurricane Zone io ®2011 EAWM METAL SUPPLY.INC. as=:=ft WO / »x �a�, ��•CWS `i9.� ,,. ALL MUMI HURMCME cow. BERTH/ HVTm Dift I' � . 883) Accordion Shutter Systeffi DDu01 N. A W OR w o W �aue&Kv *./.yJ'1v1�// DESCRIPI7GR DATE W Aa BY / $ TICCIT TESTING & ENGINEERING COMPANY DATE: 12/10/11 STA OF �MW. st.S.mss.VSWA OAxO M FLOMM 33189 7380 W 20 AVE. BAY'118%119 1 IL , c FtQRI I t :(3012871-1030.Fm::(300)871-7031 HIALFAH. FL 33016 2 DRAWING No ya e-PaE tttteooa0amaam 3 11 244 �� INAL 3331 WAVER A.1=rr.P.E. PH: (305) 321-8234. FAX: (305) 826-0939 8 SHEET MIAMI-DADE COUNTY P.E. SEALfIV��URE/DATE �°�^u` 33'87 6 20028 * ®a®m * MESON HULD cTrlcS 6 In fCAiTCDAAAT[r+ ®� Auaems 34�u+cntron 1. AdANDATORY CONDITiQ{� 1 ONE VY H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, xnA-inA 11 OR 3 33 AND AT ANY ELEVATION. 44 H.D. LOCK MAY BE USED AS AI7 INSIDE O'RgUfSIDE LOCK, ATTACHED 16 HEAVY DUTY SYMMETRICAL CENTER TES WITH (3) #8 x 3/8 LONG FLA HEAD S.S. M.S. LOCKING g $ RODS 0 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. B 2. MANDATORY CONDI'I1(TNI LOCATION OF(4 H.D. LOCK SHALL BE AS o o INDICATED ON SHUTTER ELEVATION, i.e., FOR SRU TER SPANS UP TO 105". II r9 r- (3A H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" II E ABOVE'OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER ZI N THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF �. SHUTTER. V) v o 3 � SEE END .CONNECTION DETAILS O SHEET 24 TYP. FULL HEIGHT. TYPICAL 2) HV OWE S EVATION N.T.S. FLORIDA BUILDING CODE(High Velocity Hurricane Zone A.T11u�-•s; 02011 EASTM METAL SLPKY.M ALL MIAMI HURFUCAPIE CORP. BERTHA HV Tm IL a C.® 1 mc. (ASSA # 053). Accordion Shutter.System Y. #1 w OR Vn o xv WNW 8l X&H.V.WX o 'TILLIT TESTING & ENGINEERING COMPANY M."1. CAM WAM Or As. ww N.W.' st.St.3,wwM Omma.FLOFMA 31169 7380 W 20 AVE, SAY 118/119 + arm:' +2/+e/11 ? O 0 d Ph"A8:(30)871-15M a: ?sn-+ss+ HIAIEAH. FL 33018 z DRAWING No 4�.•• a �'°•••...QR1 w-00M19 �sF�s�'S��/Qry WATrR A.nun Jr.rE PH: 4 11!--244 MMI—DQE COUNTY P.E. �IDATE �DA u°'1 44167 (305) 321-8234, FAX: (305)826-0939 •° SHEET 6 21 OF 28 1 POURED� CONCRETE REO SM StF�LEON 1/4-0-2W/4*SS. . SHEET 28) A USING CONCRETE ANCHORS 1/4"-20 NUTS 0 8"O.C. POURED . CONCRETE (SEE SCHEDII{.E ON SHEET 26) i' REQUDTED SW IFEO ..69n. IUOE OF r i MASS I WL SEPAStaw 2 --- 18 A ro O ta�issaim"UN 11-SM E as 1 20I SHIM20ExLSDN ., W 1 i EXISTING 1 1 I , GLAS��A�' I 1�OPTIONAL. I 1 1 1 DOSTLNC I I I EDGE OF { I B i E1M,'E OF 1 NPL�PARNWid CLASS !! 1uN.SEYAtNti0t4 qPM TO CLASSTO CLASS (SEE SQk%ON I 2 -I(SEE SCHEDULE m! a I I fISHEET ) 2 POURED FLAT HEAD CONCRETE ANCHORS REQUIRED G I GLASS l _ CONCRETE RMUM (SEE SCHEDULE ON SHEET 28) SCHEDIILE oN SFfEFLAT HEM G==CREMM ANt6T* HD WA HFen26) ER 'usTA((A•rlal HD SEILING INSTALLATION �C HD TRENCH INSTALLATION ® HD WALK—OVER INSTALLATION EXISTING I vI I f0�iu ! SEPARVION 2 ?` aw SHM M SHIN 20 -i(y oa ' -O TO Gun I I>a XG 25) CAM 0 19OSRNG k —olntoNAu 1 I .{ 1 V�j 0 J i ALTERMIE '�• f " I OPDONALI. 61433 4' i LOCATION fl14z3/4'HEX WASHER + @TTEX SCREWS I FF1IFFiA1DD iiEEXX SCREWS i 8 ' %/M• ®8'O.C. j CONCRETE ANCHORS r I (SEE wMea LH ON gtHFX HEAD = ®t 7 + tel'ze) r-- 18 j�/4" ®3"O.C. ' . `--' -20 S.S.M.S. CONCRETE ANCHORS EDGE OF I I 1' // NUT®3`0.6 (SEE SCIIEWLE ON n SLAB ff /' .4/2' FpGE OF PAELLAS 1>ZUSS HEAD A � SHEET 2lQAINN,IPr1&E APSCRETE ANCH1bLS �WNE SCREWS I POURED POEM CONCRETE (SEE SCHEDULE ON 1 1J4"-20 I + EDGE OF CONCRETE p,• E 0.a WALL REQb. SHEET 26) NUTS®6'O.C. E APPA13 IF © ME HD WALL SILL INSTALL ABON c HHD FLOOR IN=LLATION t�rlcREre I UIRED ROTE FOR COMBINATION OF SECTIONS:- � HD RAINGUARD INSTALLATION 1- SEE MEET 21 FOR TYPICAL SHUTTF72 ASSEMBLY. 8 E EDGE BIS D.- TANCE 2-M°MY WAY T"��D (SEE SPECIFICATIONS ON INSL'ALLATION DETAILS W/ © HV BLADE SCALE: 3/8'-1' FLORIDA BUILDING CODE(High VelocKy Hurricane Zone ►� R Hy ®2011 EASTERN METTAL SUPPLY.INC. r � tvBhlLe �,Q .........."V: ( ALL MIAMI HURIUCANE CORP. BERTHA HV TM DAD 71 IL .E C O �N�. (ASSA LI~ 553) Accordion'Shutter System ' * v A WY OR W10 xv AIM t2/fs/tt M&KV.-WA 42 b Z TIuJT TESTING & ENGINEERING COMPANY REVNe. DEBCFAnoN CAN , ales N.a.30 st,s1e�s vwattaA GAIMM nAVoA 33160 7380 W 20 AVE, BAY 118/118 WE �1 3.•.�j6- gate:(3011)871-1890 Fm I(J0.9)871-1931A /�'I. FT.3318 2' DRABYING No �`•""'""••l��i►►►►' e—EB TUN 11--244 S.y sIOHAI. + ► 47M A Uo. 44187 PH: (305) 321--8234, FAX: (305)826-0939 MIAMI—OADE COUNTY P.E. SE C1 A'�URE/DATE 6 SHEET SEE END CONNECTION DETAILS ON SHEET 24 OUT IN `,-/ basw alp -INST`A,LLeATION LocwNc RODS® & HO® LOCKS ON SHEET 21 lGJ H tl DLAQ� ®og@+ SEE END WALL CONNECTION DETAILS ON SHEET 24 L_-- ---r-1�aST1Na ca Ass ----- -------- --------------- -- /2' E1ECOt4CR 0104.x 3/4'sm.&®12' MIN �ON (�•) H.V. (OPTIONAL) 6}� (OPRONAL) a(4IT9 *SAM I (SEE SCHEDULE PINS (TYP.) I N (4) H.V. 3 5 ON SHEET 25) 471.4\a a 1/2' PINS (TYP.) 4 s F11/A—HDA 2 31 oR 3 31 ORQ 31 OR@2 331 oR 32 1 4 35 (ornoNn) HVC—HDC 9 Boa©, 07 on EXIsnNCGLASS taNtd) OUT SYMMETRICAL HD CENTERMATES � AL HQ LOCK ENTE MA ES W/ LOCK (INTERIOR) SOMPAW To GLASS OR OR ON SHEET 25) A -—-—-—-—-—--- -.------Ak----------- CONCREI 3 ANCHORS 0 18'O.C. /Cal Y ES OUT 1 8 1/2°MAX.SLACK HVE_HDE POWM CONCRETE OR c v v_HDQ RE0t1118:0 BLOCK W41 u�� FLORIDA BUILDING CODE(High Velocity Hurricane Zone ` '11000, .....%'� 02011 EASTERN METAL SUPPLY.wc. „> ,� � ,�� J• � •••r�9 ALL MIMI HURMCAN CORP. BERTHA HVTM 1 o' : /7. E C II�C. (Assa # s53) Accordion Shutter.System DM q, Y. 01 W OR W/O U.WSW IRME&H.Y.BLUE 1EV.Ne I C0.1E MUM 6Y: A0. a TILLIT TUTING & ENGINEERING COMPANY .p i; STA OF f SM taw 30 s1..Sb.log,vaumen oaaoM no M 33165 7380 W 20 AYE. BAY 118/119 1 CAME: 12/18/11 ? Phone:(3Wj871-law.Fax:(3��71-1831 HIALEAH; FL 33018 2 DRAWING No •... ..... `,.. �a1�,a Lin, 3 11-244 SSJONAL A'1 TO a YOM 1` P E � PH: (305) 321-8234. FAX: (305)828-09.3 flo M Ua @ 44187 8 HEET MIAMI-DARE COUNTY P. SERL'/fit /DATE g SOF 28 PIJURED POURED CONCRETE CONCRETE WAALLL C CONCRETE OR CON CONCRETE --POURED CONCRIETIE CONCRETE REQUIRED BLOCK WALL REQUIRED MOCK WALL REWRED BLOCK WALL REQ �EXISTING GLASS EXISTING GLASS AN ®16'O.C. G GLASS — 2°MN EXISTING PASS EQ MN.SEPARATION I SEPARATION 1 16 x3`MAX. MN.SEPARATION MN. SIPARANDN (SEE SCHEDULE (�-T6) Conk'. {��E (SEE SCHEDULE �� (LOCATE AT ALUM.CLOSER ON SHEET 25) 1/2° ON SHEET 2.5) wULE ER1i R)SIDE ON sHEEr 25) AATA1•E,(1,pCpTE 1/ \ oN 91EE1'zs> / \ O% SU ERFi6R S(A)E) 1/2`TIN. - I ♦USE 1'OR 2'MAX IJ 14x1/2°S. �ii� 19x6"O.C..M. I .. -- -_'- - ((ASA MJ3WX1E8'W-2. ® 1 OC 4 \ (6083-T6 AlLOY)AT MID �• \ (1)J14x1/2•S.NLS.TD 4& 2)11,V*TAPCDNS ANCHORS M 5 SEE OETAIL X ONNECTION ® (WWALL AT ALLA SIDE O.C. )OCATE AT SEE DETAIL X FOR (� WE TO TRACIfS OF( F)) Oar SDE TO TRACKS 6 O�®�� B.4 7Di1®GR®+@� CONNECTION 6 +ooR $(�OR®►®OI? (0+®-®+� +� +� +® END CONNECTION DETAIL Q END CONNECTION DETAIL® END CONNECTION DETAIL® END CONNEC�IQN DETAIL • REWIRED ONLY FOR SPANS GREATER T11AN 12'-e POURED CONCRETE OR OR CONCRETE BLOCK WALL CCONCRREETE 1OMWALL 4 4• . �EXISTNG GLASS REQUIRED EXX,TNO -� ' ———REQU�.- CLASS �=:-- -—————— �14 /2`S.MS MIN.S :TWT D ---_—_ ® 6`O.C. TO GLASS -------- -_-- B ®�� .(SEE SCHEDULE ---------- -� �NYO�T 1/2`MN. ON SHEET 25) ------ CONCRETE ----ANCHOR ON%IEET LE 12`O.C. 5 CONCRETE _ --- 71, ANGL+OR O.C. _""-_ _1 M!N• - __ BOR®OR® EO 21 MIN. 2°MN. PLAN yl Y rJ \ RETAIL END INSTALLATION 1R®w©+GOR (�HV BI ADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL ENDCONNECTION FLORIDA BUILDING CODE(Nigh Velocity Hurricane Zone 0 20BERTHA11 EASTERN METAL SUPPLY.INC. Dffi0 tle K18H8� ,��1� A ®L'ALL MIAMI 17UIMCME CORK ��TM . - C 71 �umc. Accordion Shutter System Z ' (ASSA # 5537 V:BLADE#I W1 OR W/O U.wumaa(BLADE&H.V.BlAi1E *' f / W.No amm m1m1 DATE en A0. $Y TTLLIT TESTING & ENGINEERING COMPANY am 6.w aero.ae•ata 305,%"M m,,OM-Rama anew 73�V! z0 AVE. BAY 118/118 1 oArE t2/t5/a1 Phow:(305)671-1&16.SoK:(305)871-1631 HMLFAN. FL 33078 2 D--RG No F4•....R...••`6�,�P� a® aWIS°°"' ;• 11~244 WALT A.T @ 4�tr.P PH: (30S) 321-•8234. FAX (305)826-0939 MIAMI—DADE COUNTY P.E SE�CCl18�dnSRE/DATE 6 5 EET >IC NOTES: ♦ AMARATION TO GLASS REWREMEM MAXIMUM SHUTTER SPAN 'L+" OR "L—" (f1) PtSL�t�MAXIMUM SPAN FOR A GIVEN MINIMUM SEPARATION ALL vA GLAss FOR s=G i s DESIGN LOAD. II�SI'ALLI]?AT ALL ELEVanoNs of BWLAING Is s°. INSTALLATIONSiS. L-:MAX.ALLOWABLE SPAN FOtt A GIVEN NEGATIVE HD 31 OR 3 AS.D DEMON LOAD. W/ ONE HDL�K dt 0 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR LOCKING ♦ WALL MOUNTINGS OR FLOQR/CM NG: MAXIMUM GIVEN A POSITIVE A.S.D.DESIGN LOAD,DETERMINE POURED CONCRETE INSTALLATIONS MAXIMUM SPAN"L+°FROM SCHEDULE. OEM GIVEN A NEGATIVE ASD.DESIGN LOAD, DETERMINE QOR MAXIMUM SPAN°L—'FRDM SCHEDULE. ' ALL MOIUNIItG�NDT00N3L+ (1Q L_( FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 1dINIMUMI DETERMINED SPAN BETWEEN 'L+"AND 1 JS—$ 1 -0° 38 14'-10' 18'-0" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR INSTALLATION LEGEND 40 14'-4 17'-10° OOM M17ONS IN BETWEEN WALL W/t•LDOR/CEIUNG MOUNTINGS: SUMMWE PWM COXMM 46 13:-11' •17'-8° (std zz) FOR A GIVEN POSTIVE A.SA.RESIGN LOAD: M01m1r N6s 55 13'�i' 18'-10° L1 MAX.DETERMINX.SPAN FOR WALL MOUNTING INSTALLATIONS. WALL AA& EE 80 12'-11' 1 —2 L2+- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING 30 65 12' 8" 15'—e" N''��`TI�' FLOOR CEILING 88, CC, DD, 70 12'-8° 14-11 FOR A GIVEN NEGATIVE A.B.D. DEMON LOAD: MOUNTING FF& GG 75 12'-3' 14'-S" DETERMINE: 80 12-0' 14-0 U-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 85 11'-10 13- •LL'•'-MAX.SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. , 90 11'-8' 13'-2" 95 11'-31 12'-10" FINAL MAXIMUM ALLOWABLE SPAN S EQUAL TO THE 100 101-8° 12'-9° MINIMUM BETWEEN Rt+°,'L2+°. 1,-"AND 105 10'-0° 12'-2° (4)co TO ANCHOR SCHEDU E WITH FNAL MAXIMUM 110 !!'-8" 11'-11" ALLOWABLE SPAN AND MAXIMUM A.S.D.DESIGN LOAD TO 115 9'-1° 11'-8' DETERMINE MAXIMUM ANCHOR SPACING. 12D 125 130 135 - 10'-9° 140 150 - 10'-2" 155 - 10'-0' 180 - 9'-10" 985 — W-9° 170 — e'-7" 175e'-5n HV BLADE. 0 N LY ISO — 9'-4° . 188 — 9'-2• , . 190 95 FLORIDA BUILDING CODE(High.Velobifi Hurricane Zone �'',FR TIN yam. @2911 EASTERN METAS.SUPPLY.INC. wft �a '' �N7 ..........Iau.m WII MU�CAUE CORP. BERTHA H'VTM DataNOAR (AM III 553) Accordion Shutter System JA V.HAOE 1W OR 0 ICY.WQ N DUE&H.V.BIVE j? sevwo t DATE' e, A9 $y Tk = * D.W TESTING & ENGINEERING COMPANY f �ssss.9.w.338M SL.St.3os. ,�� 7380 W 20 AVE, SLY 118/ �; 12/f6/tt 119 1 ' (305)VI-1630..Fm::(305)871-1531 HIALEAH" FL 33018 2 DRAMLNG No o e-mum twft.VooL. 3,M;.,!20R1 ?`"�'`v'°�► �� e-W087,9 11-244 1 SS� '• �""�O'�`1 ALTERA.UI 1. E. PH: (305) 321-8234. FAX (305)826-0939 a SHEET FLORIDA u4 MIAMI—DARE COUNTY P.E. SRE/DATE s 25 OF 8 SPECIFICATIONS ON ANCHOR R hI,IREbgNTe POURED-CONCRETE OUREr, CON RETE SUBSTRATE AM=mmmiumm 69AXIM.UM ANGHQR* SPA .IPdG in. Sl 1 �, 1FT]l H F F icn, ( W_..____ .0 A GILS� 1 a m ravcoN 61 X. SHIrrrrp - PAIN 11AXIkAl sh �S n D�IGPJ LOAD ANf� (A)ANCHORS WALL SHALL BE,u FO�Loft. a. •(`ORRFSPOPIDI[V wp��± TYPI T�-d � A1)TO EXISTING POURF>)CONCRETE: (Mtn. fc 3192 pd) FOR ONC=, INST I I ATIONS - 1/4"0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER. WNIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". POURED CONCRETE A.2) TO EXISTING POURED CONCRETE: (Min. fc a 2699 psij MAXIMUM - 5/16"0 TAPCON XL ANCHORS.AS MANUFACTURED BY I.T.W. BUILDE)L SPAN ALL MOUNTINGS AA•THRU GG (SHEET 22) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16'TAPC.ON XL ANCHORS IS 2 1/41. (ft) n12" MAXIMUM'VALUES BETWEEN POSITYE AND NEGATIVE A S,D. LOADS A.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 ALL'NNISHM AE)aSTM WALL OR NCHORAGE ORS SHALL�TEp ON N�TO ��INST.� ON M SAID SIDING OR EIFS CONSULT TMS ENGINEER. g'_E4 1/2- OR 1/2" - - (8) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE OR LESS ANCHOR'S MANUFACTURER. 8" 6" 4" 3 3/4" (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. UP TO ` 70" 6• 4" 4" _ >92'-1" 4" 3 1/2° MINIMUM REQUIRED ME DISTANCE POR ANC UP TO 7 1 2• MAXIMUM ANCHOR SPACINGS ARE VALID FOR / 5 1/2" 4." - _ 3"EDGE DISTANCE FOR 1/400 TAPCON AND 3 5/80 mm DISTANCE FOR 5/16 A TAPCON XL {. NOTEt i' VALID ONLY FOR UP TO to'-0'SPAN ' HV BLADE ONLY FLORIDA BUILDING CODE(High Velocity Hurricone Zone . Apptov6drm ,,11P_�'(� �•= ®2o1, EASTERN METAL suPPLY.INC. �,,.••VCEN,sF'•.��' Aft BERTHA W1/TM 13ato o !z ALL MI MI HURRICU9 C01111. (ASSA # 553). Accordion Shutt6i Syst= k .RADE 1 W OR W/6 H.V. &H.V.Wx 2 T11J 17 TESTING & ENGINEERING COMPANY M. 0iU $ •••. MS P-M sea.8L.Ste.3.1mtMA QVWS.n0RVA 33166 7380 W 20 AVE, BAY•118/119 , aae: .12/10/,1 e PMve6:(so018-i,—,830.Fax:(�OXrn-1ss1 HIALW FL 33016 a DRAWING No " �'s'•//•fN�lL nr�rr'�''�� aWLTM EB-FLW= T�Pm Oe" PH: 321-8234, FAX: (305)826-093 8 1I'-24 A MIAMI-RADE COUNTY P.E. SA 'SIG ARE/DATE ®/ , SHEET e. W AMOK a.t:4J 7875° ------- r-========r------------- •0625" 0625° TO BLADE Tc� 0625 ' EDGE I 0625" EXTERIOR IOEQ �E.Q SECTION X—X 14V W04DOW BLADE SCALE: 1".1875•.0025POLYCARBONATE IMPACT RESISTANT HV WINDOW o.osz5" BAYER MAKROLON 3103 POLYCARBONATE RESINS, W-STABILIZED GRADE OR SABIG nAT PORTION INNOVATIVE PLASTIC LEXAN 103 RESIN OF&ME (SEE NOTE "F" ON SHEET 28). I I, R1.7500// - I I EXTERIOR I ( 44 II / 1.3750" POLYCARBONATE SOURCES FOR AMUGABLE 42.8750 �( TYPoCAL PROPERItE§ srANDARD 9+p131 RESULT saex REFERENCE wam/SMM RAM UMUMM 3103 UWA 103 fam / I ON SPECIFIC GRAWY ASTM D792 0.043 Ib/In' 0.043 m/n1' Li z 7/8•MI4 i _ I I TENSILE YIELD STRENGTH ASTM Deas 9.400 p."CLEAR 9 5DD PAL i SEPARATION I I :k 2 '/4. FLEXURAL STRENGTH AT YIELD ASTM 0790 12.600 PAL 13.400 p.9.E. BETWEEN I BETWEEN AR FLEXURAL MOOUI.US ASTER 0790 340.000 P.e.6 345.000 p.9.i. BLADET 43.7500 1 0625" 43.0000 NOTCHED ROD ASTM 0256 1TT Fr-m/In 17 Fr-D,/In 0625" / \ Y PH.E DURMNO Cueoenrenlgp SMOKE DENSITY ASTM D2843 47.2 W 04.5 Z MAX �i SECTION Y—Y RATE OF TIURNM ASTM DOW C-1 CLASS C-1 CLASS SCALE: 1" = 1" L7500"— SELF IGNITION ASTM D7929 1040'F 980'F I �p tea: ASTER GI85 / TENSILE STRENGTH AFTER WEATHERING ASTM 838 93M P.9.L 8840 p.94. EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM e3B 8481 P.8.L seso p.9d. I _ I SCALE: 1" = 1" i 12•MIN.CLEARAlE TO BLADE TYPICAL HV WINDOW BLADE 1 AND SCALE: 3/8--1 POLYCARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE (High VelooH;y Hurricone Zone s3rprnueeey� 02011 EASTERN METAL SUPPLY. INC. Vftft �E�,�Q �. aZ +�4Vw•�' ALL MIAMI-HURRICANE CORP. BERTHA MVTM ,, •'� IL E C'O ��. (ASSA # 553) Accordion Shutter System i� * •%N J 6ia #1 o rLa:11 1 fla Eff. V.AA A� TILUT TESTING ENGINEERING QINEERINO COMPANY OESCRWHON DATE s *C S5&M 36t1:.St..St.30a vfnn QRWN.FLOM 33109 73M W 20 AVE, HAY 118/119 / DATE: .12/15/11 phm ,t309i871 1530.Fax:(305)871-1831 HIALEAK FL 33018 a DRgAWINeGeNn ,0 s-°idk IOM071 ol.awn 3 1—444 �.o�::'�LOR10P•�� ®-000919 4 i WALTER a T.0,x.P.E O SHEET 27 OF 8 MIAMI-DADS COUNTY F.� Q •• 6 'DATE FLQRNA L7°.>e 44167 PIT: (305) 321-8234. FAX: (305)826•-0939 5 • GENERAL' LlRll1ATION$ j�0 SONOITIONS OF USE FOR �d QHV BLoQE_ACCORDION SF{ R G t IAS t ,,� {67TH HV WINDOW 91 A G ®r® `�' 1.11AX.AS.O.DEEM PMMMM B47OIT7:+110,—110"J. 2.MAX.SHURER SPAN:80°. 3.ALLOWED MWMOM a D.0&H ON MWS B,71 AS TI U AS MOUN740S M.O.T.U&YI ON SHEETS 10&18. 'L� $,,t)tO.Y 4�17E�(OfATES-Q�2(T W/ ORAI C OF�OPPO�IO 9 (R�Y0111' Mllsl•BE IIlE�LMflSfdhLONLY AT E)MROR AD=SME OF ®�.. 1r ,{A)11V YROADON&ADE�p SHAU.ONLY ALLOW A MWMUM OF 8 OPERDW TMP.FA END s s r . . (3"0 F10IFS)FOR®PER I ApE AT SPAMI S SHOM ON SHEM 27. r (8)MK CI.FARMCETDP OR 801TON EDGE OF =W SIAM OF ANY 30 HOLE FORD HV W SMALL BE 12°. t1DOX1W BIADE® exal 1l BLADE COMM OR FROM STARMM AT ENDS MAY BE HV ° • r • a (D)NV WWDOdI BLADE MUSE BE USED ALTERNATE TO A SOLID HV MADE(D ' THROUGHOUI'SHURFdxS 141DIH. . ? (F�C SHALL ALWAYS BE MMIED ADJACENT"TO A SOLID HV '� r '� s . s BIADE 1 AT EITHER S10E OF THEM. ION r .t (Fj POLYCARBOWE HV WNDOW SHALL BE 1ttSMLLE11 50 TABS FACE SEE END ggg'gJ THE WTERIOR OF THE OPENINO 8EPi0 PROTECTED.HV WNMV3 MUST 9, CO NECTM r a DET&S 04Mg ' r • ONLY DSI'ALI.EO AND LOCKED USM A FIV SMW0 RMI. BY ASSA, 11 TIP. S$� r WG ' # &SEE ANCHOR SPAC=SCI ULE FOR WSTAUARONS WTO WOOD FRAME 1 R SUIIDOM ON MW 18.AS LOd W Ott SPAN AND DELI LOAD(SEE NOTES GG 7.SEE ANCHOR SPACW9 StNnU FOR WSWIARONS WFO POt1RW 1,11 11 31 110NGRETE OR CONCRETEMOCKWALL ON SHEETS 13 A. WB 14 AS IET)BY SPAN AND DESIGN LOAD(SEE 14MM 1&2 ABOVE). ABOVE). M@OMUM SEPARARON TO CLASS SCHEDUM (SEE PIAN FOR t�olrasFATENI'S) p H 1YP 7DP&�TTON ty 9'clt(� SHUTTER SPAN NWOdI1N SEPARATWAI 1O GIA= wmi ELEVATION ABH.11t1'A1*=TO am - SOONME l8V28 PoR 1CM 12 KRR SES®&® A1D ai 9r@P —...�„ - . S /1 1 \ AITMNAj QE � 4AND W/ ® aria � ��. ...•��' , / TYPICAL g HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE SHUTTER* --- FLORIDA BUILDING CODE(Nigh Vel.4 NUrricane Zane 111�i.�R /�,T•f 02011 EASTERN METAL SUPPLY.INC. Awbved 0 elth, 1t 1�v,.............. � -•/d� ALT.MI MI HURfiIOW CORP. BERTHA HV Tu Daft 553) Accordion Shutter. System ASSA °Z 1L ECOtNc. ( v #1W ORWoKV,W =asp&KV.WDE to jb tESCRr= OATS WAYM 8n A0. t/ j TILLIT TESTING & ENGINEERING COMPANY 7380 W 20 AVE, BAY 118/119 t GA1e ta/tO tt Ptwm (3Gs)en-saG �7tr�Rmaai:� HW.EAH, FL 33018/ 2 DRAWING No FS ZONAL oil' •+�\ttto� ED—G tro"' 11--244 !•moi 3�pNAL 0 II HALTER A ULM Jr.P.E. 4 �� Npd RAMA Lk.g 44167 PH: (305) 321^8234, FAX (305) 828-0939 O SHED btlArAl-DADS COUNTY P.E. SEAT f�fF�1�TUREfDATE 8 OF 28 INSTALLATIONS W j�1 ZHV BLADE & HV CENTERMATES 2)1 -12.000°Mm min. 40 T— ' . +sem INTO METAL STUD WALLS * L Min.0-eo -05 i aEraL stvos AT te•O.C. I ® o.0 4Q • '4 . c 1/2• 476" 'W GEN Re IMITATIONS M •Cnnlnr MS OF USE 3c �4"a� NOMINAB +" ALUMINUM SLEEVE 43a f 2 6063-T.5 ALLOY +3 ax 9 1/4'x 0=-THXX aRn. ®6•O.C.^ � AM 4-M 9�v stm 1Rn1ac puNrm �F.e®RATIO TO I ASS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 N TO- SCHEDULE 3.000• "12) +/a•me aw f P.S.f. Mm a t�coicmt cater MAX. SHUTTER MINRdIiM EXISTING GLASSM GLAWN �S 2. MAX. SHUTTER SPAN: 84" SPAN L (in) �A� t�t.EN01H + t• . (SEE SCttEDUI E) 3. ALLOWED MOUNTING:®S ON THIS SHEET. 84"OR f 4p43- 20X�a BOLT EXISIM FAMLESS 3 1/4" MUST PENETRATE®1" o Ntrtenitt APPU� 4. ONLY y�;�NTERMATE 21 W/ L4 HV LOCK ARE ALLOWED 144'x 4"x 6 1/4%o.nn"twat NgP. 1 ° WITH I GED A METRICAL LAYOUT. ASM O1YV stt>:t-T40 - USE OF (2) (8° LONG, MINIMUM) MUST ALWAYS BE 1.373• Amu aM STM 7M`�� 3c 43a ' ( INCLUDED AT IOR OR INTERIOR ACCESS SIDE OP a� r �• oA (2)# /2"TEo IMO m s•o.0 ®6•o.0 CENTERMATE. T_ w (a)W8x1/a•TEX ON &DOEMOR FACE 1" � 0 THREADS es ,'T`� ** BLADE SLACK DETAIL HVF IS VALID FORELC04°CO2NSfRUCTION I t/2' . 12 8 CEPlTERMATE 21 APPLICATION WITH-BLADE 1O PRODUCTS FAB—LOK HD I 1/2"k CM5"Tf= '•Y/d'tt(&' 90 6 O.C. TAIn,asfra IVs GRAM 40 :" v, ,_I O i COMPONENTS °�°°�� ° MS WA HEADER fSll! INSTALLATION METAL SANS AT 18`O.C. F705itNO FMH AS APPLICABLE SCALE: 3/8•=e 1° i —^ (IYP.TOP&BOT=) (-^--^-- ^— — — -- ^^^ 1 3/4 x B /4 x 0.036 71Uf�t d&P. EXISTING CLASS _ _ NI•.GALV..STEEL vp=CHANNEL. a Itis •' '` - VANIi FASITNED STUDS SYMMEI fYCAL 6x, L; 4.3a 4.3b 4.3c `" SYMLvIEl12YCA L ; w (z /z Tac s�a4s ON - .tdUd. ARA'lIONy;.VARit«i=;. It &EX MOR FACE I•= CENTERMATES W/W/:. ;CENTERMATES W/ TMO 2° `I I RIOR ACCESS SIDE. ( "m"'0 NTE .,EXTERIOR ACCESS SIDE I 4 6°(nP•) eaQa. MNTO MASS qw w/MwLoac6M IN 6" n. ta/wrs tWL SON=4 ss (N 4 Q12 Y 1 21 - 21 21 (t 21 1 2L2) 2 Ar 12 ' Ile _ HV HEADER/ ENDS VIEW Y 4 12 31/4"CW.) " (6"Min.) 24 SIDE CONNECTIONO TRACK 6 1/2•(Typ.) 7 (Cont.) .� �• 6 1/2•MAX.SLACK BYE HVS BLADE SLACK DETAIL EVE FLORIDA BUILDING CODE(High Velocity Hurricane Zone �N/p/��Yii 02oti E/STERI4 METAL SUPPLY.INC. gppeuwdas .ruam9 1111 0 A.!1QP 1� i ,, . ✓ ALL MIAMI HURRICANE CORP. BERTHA HVA IL E C O +",�. ( � 553) Accordion Sutter System r .V..BU1DE 1 W OR W/O H.V.PAM= &N.V.BLADE 8y !/ REV.No AOR 0A1E. BY: AA, * TILUT TESTING & ENGINEERING COMPANY X Mus IM Sen.SL gee.3M.19M0 9axD M Rom 33148 7386 W 20 AVE. BAY 118/119 1 12/10/11 (30 371-i830M Fox;(30)8%1-1831 HIALEAH, FL 33016 s DRAWING No ~ QEF:!20R10Q ��t14�4d EH-0008719 4 11-244 sS� .....� 11 1* WAVIM A.LT 441 s7 PH: (305) 321-6234, FAX: (305)826--0939 S SHEET MIAMI-DADE COUNTY P.E. EL/DATE e 20A OE 2 A2