The URL can be used to link to this page

WS-14-560Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 209472 Permit Number: WS -3 -14 -560 Scheduled Inspection Date: April 01, 2014 Inspector: Rodriguez, Jorge Owner: DANIEL, WILLIAM & STEPHANIE Job Address: 273 NW 91 Street Miami Shores, FL Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010331310 Contractor: SAB CONSTRUCTION SERVICES INC Phone: (786)413 -4101 auiiaing uepartment comments ACCORDION SHUTTERS (10) IMPACT RATED DOOR (1) Infractio Passed Comments INSPECTOR COMMENTS False March 31, 2014 For Inspections please call: (305)762 -4949 Page 25 of 60 Inspector Comments Passed czm_ Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 31, 2014 For Inspections please call: (305)762 -4949 Page 25 of 60 Miami Shores Village Building Department 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 APPLICATION Permit Type: BUILDING Permit No. m20 l q s `cV Master Permit No. ROOFING JOB ADDRESS: 2-43 AI VJ q 1 0% City: Miami Shores County: Miami Dade Zip: j �® Folio/Parcel #: 8— 3 1® 1° 0 S3- f 316 Is the Building Historically Designated: Yes NO ✓ Flood Zone: OWNER: Name (Fee Simple Titleholder): S, - C 6\A h l e O ayx k e 1 Phone#: 3 o C °% i Address:_ 13 N YU q I S+--. City: Miami 5*k4'-e S State: Pi- Zip: 331 SO Tenant/Lessee Name: Phone#: Email: Skcjo F. betas jarvNoaA \ •cam►ey-\ CONTRACTOR: Company Name: 5615 Co n H- fh r\a �ee-y tLe S Phone#: % f i ° `7113 ° Y 1 U 1 Address: 9 -.3 9 S W �* 7 �4- . �1 City: 0-,t,, H g r fj, ,, Sta 3319 0 Qualifier Name: Phone#: State Certification or Registration #: ('� C �� `i 9 3 I Certificate of Competency #: Contact Phone#: Email Address: M o, 0- (;u %nn arvA son S S±&Z l$t rS . CO In DESIGNER: Architect/Eugineer. Phone#: Value of Work for this Permit: $ 3, �-7 2— 5 • �� SquareUnear Footage of Work: Type of Work: O rfAddition Alteration ONew ORepair/Replace ODemolition Deseriplion of Work: A cx-o rAt ®el 6'k rS 0 ®) W IA u!, Cam' R-a 1= P boo X Color thru tide: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Tndning/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 The forfigoing instrumen w acknowledged before me this The foregoing instrument was acknowledged before me this I`7th day ✓ , 20 , by 41) l\ �' a� �yt day of , 20, byti� n totOl -Q , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. I as identification and who did take an oath. NOTARYMLIQ, C/ /1 NOTARY PUBLIC: * p(PIRES: D�cet 8, 2017 r b1WT k*N*ryW*eS Structural Review (Revised 3 /12/2012)(Revised 07 110/07)(Revised 06/10 /2009)(Revised 3/15109) Clerk SABCO -1 OP ID: SD A164 m CERTIFICATE OF LIABILITY INSURANCE DATE(M19/1YYY) 03/18/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(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 lieu of such endorsement(s). PRODUCER 305 -446 -2271 Kahn - Carlin 8, Company, Inc. 3350 S. Dixie Highway 305- 448 -3127 Miami, FL 33133 -9984 CONTACT PHONE FAX e ,1:306 A/c No): 305 -448 -3127 ADDRESS: processing@kahn-carlin.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Essex Insurance Company 38020 INSURED SAB Contracting Services, Inc. Buade Construction Co. Inc. 8238 SW 227 Street, #27 Cutler Bay, Fl- 33190 INSURER B: 12/22113 INSURER C: EACH OCCURRENCE INSURER D: PREMISES Ea occurrence) INSURER E: MED EXP (Any one person) INSURER F: PERSONAL & ADV INJURY 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 LTR TYPE OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village 10050 N.E. 2nd Avenue POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR 3DS3609 12/22113 12/22/14 EACH OCCURRENCE $ 300,00 PREMISES Ea occurrence) $ 100,00 MED EXP (Any one person) $ 5,00 PERSONAL & ADV INJURY $ 300,000 GENERAL AGGREGATE $ 300,00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- F-1 LOC PRODUCTS - COMPIOP AGG $ 300,0 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON-OWNED HIRED AUTOS AUTOS Ea BNEDitSINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Par accide.I $ UMBRELLA LIAR EXCESS LIHB HOCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? F7 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WC STATU- OTH- T RY LIMITS I I ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) License Number: CGC1504931 CFRTIFICATF HOI nFR CANCELLATION MIAM -04 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village 10050 N.E. 2nd Avenue THE WILL BE DELIVERED IN ACCORDANCE dOYINTHTHEE POLICY THEREOF, PROVISIONS. Miami Shores, Fl- 33138 AUTHORIZED REPRESENTATIVE ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD no u M1I 7 III 32x80j 17.78 SF Z5 / +42.7 -57.2 FL120-05 N1005930.01 W,r% i Wo SUO 53x51 18.77 SF Z5 / +42.7 -57.2 NOA 12 -0731.05 53x51 18.77 SF Z51 +42.7 -57.2 NOA 12 -0731.05 38x87 20.54 SF ------ � Z5 / +42.7 -57.2 NOA 12 -0731.05 MiaRl �Shores Village .� , mes ��. c •0 -- �� 1 NOA 12-0731.05 :. 20.31 SF NOA 12-0731.06 32x80j 17.78 SF Z5 / +42.7 -57.2 FL120-05 N1005930.01 W,r% i Wo SUO 53x51 18.77 SF Z5 / +42.7 -57.2 NOA 12 -0731.05 53x51 18.77 SF Z51 +42.7 -57.2 NOA 12 -0731.05 38x87 20.54 SF ------ � Z5 / +42.7 -57.2 NOA 12 -0731.05 MiaRl �Shores Village .� , mes ��. c i • .i FEDERAL ANCE WITH ALL FATF ANr) COUNTY RULES • REGULATIONS 5 RRI 38x27 7.13 SF Z4 / +42.7 -46.4 NOA 12- 0731.05 53x51 14 18.77 SF Z5 / +42.7 -57.2 NOA 12 -0731.05 53x51 18.77 SF Z5 / +42.7 -57.2 NOA 12 -0731.05. 13 DANIEL RESIDENCE 273 NW 91 STREET MIAMI SHORES, FL 33150 HURRICANE PROTECTION PERMIT LAYOUT MRH = <20' 40x86 23.89 SF Z4 / +42.7 -46.4 NOA 12 -0731.05 front door r M 2 no 19x39 5.15 SF Z5 / +42.7 -57.2 NOA 12 -0731.05 no no 69bNAL no no RAMMS - ENGINEERING., INC. Kd = .85 2100 W 76 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P. E. Fl # 11955 / 0006024 ASGE Z -10 W1i►I'D�ODE•• 1 DESIGN WIND LOADS IN PSF. MIAMI DADE 175hwH WINDkONS :~ Interior & Exterior Zones (4 8;5 - Walls). Positive Pressures • " "• :'• • ' Exposure C For the :175 mph Wind Zone CAIEGQRY 2 '. Effective Wind Area or, Tri utary Area in are Feet Height 10 20 .30. 40 • Maximum '1.00 0.95 0.92 0.89. 0.88. 15 40.4 38.5 37.5 36.7 3&1 • 35'.T 20 42.7 40.8 39.7 38.9 38.3 .8 " 25- .444.6 42.6 41.5 40.6 40.0 39.4 30 46.5. 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 50. 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2* 49.8 48.8 48.1 47.4 Interior Zone (4 =. Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri utary Area) in Square, Feet Height 10 20 30 40 50 60 Maximum -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 - 43.8 -42.0 - 40.9 -40.2 -39.6 -39.1 20 - 46.4 - 44.4 -43.3 -42.5 - 41.9 -41.4 25 - 48.4 -46.4 - 45.2 - 44.4 - 43.8 -4342 30 -50.5 - 48.4 - 47.2 -46.3 - 45.6 -45.1. 40 -53.6 -51.4 -50.1. - 49.1 - 48.4 -47.8 50 -56.2 1 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 1 -55.8 -54.4 -53.4. -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30- 40 50 60 Maximum :1:40 -1.29 -1.23 -1.19 -1.15 -1.13 16 -54.1 -50'.4 - 48.3 - 46.8 -45.6 20 -57.2 =53.4 -51.1 -49.5 -48.3 47.3 25 -59.8 -55:8 -53. -51.7 -50.4 .'-'.49.4 30 -62.3 -58.1 -55.7 ` -53.9 40 -66.1 -61.7 -59.1 -57.2 t 5:8:= 50 -69.3 -64.7 -61.9 -60.0 ]-6jj ,3 60 -71.9 -67.0 -64.2 -62.2 Length of End Zone (a): 10% of least horizontal dimension or .4 h;:which but not less -than 4% of least horizontal dimension or 3 ft. (h mean: roof ei� 40 at) NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN'FOR'FLAT Rohm a Interior Zone (4 =. Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri utary Area) in Square, Feet Height 10 20 30 40 50 60 Maximum -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 - 43.8 -42.0 - 40.9 -40.2 -39.6 -39.1 20 - 46.4 - 44.4 -43.3 -42.5 - 41.9 -41.4 25 - 48.4 -46.4 - 45.2 - 44.4 - 43.8 -4342 30 -50.5 - 48.4 - 47.2 -46.3 - 45.6 -45.1. 40 -53.6 -51.4 -50.1. - 49.1 - 48.4 -47.8 50 -56.2 1 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 1 -55.8 -54.4 -53.4. -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30- 40 50 60 Maximum :1:40 -1.29 -1.23 -1.19 -1.15 -1.13 16 -54.1 -50'.4 - 48.3 - 46.8 -45.6 20 -57.2 =53.4 -51.1 -49.5 -48.3 47.3 25 -59.8 -55:8 -53. -51.7 -50.4 .'-'.49.4 30 -62.3 -58.1 -55.7 ` -53.9 40 -66.1 -61.7 -59.1 -57.2 t 5:8:= 50 -69.3 -64.7 -61.9 -60.0 ]-6jj ,3 60 -71.9 -67.0 -64.2 -62.2 Length of End Zone (a): 10% of least horizontal dimension or .4 h;:which but not less -than 4% of least horizontal dimension or 3 ft. (h mean: roof ei� 40 at) NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN'FOR'FLAT Rohm a Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30- 40 50 60 Maximum :1:40 -1.29 -1.23 -1.19 -1.15 -1.13 16 -54.1 -50'.4 - 48.3 - 46.8 -45.6 20 -57.2 =53.4 -51.1 -49.5 -48.3 47.3 25 -59.8 -55:8 -53. -51.7 -50.4 .'-'.49.4 30 -62.3 -58.1 -55.7 ` -53.9 40 -66.1 -61.7 -59.1 -57.2 t 5:8:= 50 -69.3 -64.7 -61.9 -60.0 ]-6jj ,3 60 -71.9 -67.0 -64.2 -62.2 Length of End Zone (a): 10% of least horizontal dimension or .4 h;:which but not less -than 4% of least horizontal dimension or 3 ft. (h mean: roof ei� 40 at) NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN'FOR'FLAT Rohm a Length of End Zone (a): 10% of least horizontal dimension or .4 h;:which but not less -than 4% of least horizontal dimension or 3 ft. (h mean: roof ei� 40 at) NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN'FOR'FLAT Rohm a la� e • sees s$7i1_•• DANIEL RESIDENCE •' 273 NW 91 STREET �•.••. .• .• •. see:** e • MIAMI SHORES, FLORIDA 33150 ease HURRICANE PROTECTION PERMIT LAYOUT OPENING SCHEDIbI.E'. COMPARISON CHART ...... . . ..... so 00 11 Openings (1 -11) MRH = <20' ; ":" ' 's APPLICABLE • • • • • • • • • Design Pressure • e s • • • s • • (Ref. Attached RAMMS Product Design e e e Zone Opening Location & Actual Tributary EMIneefing, Inc. ASCE 7 -10 Pressure per Applicable NOA Width Height Area Square Design Pressure Wind Load component application Interior = 4 Footage Chart - worst case negawe loads per worst cm Iftutary span requirement Comer = 5 area and applicable wind zone) 1 - NOA 12- 0731.05 40 86 23.89 +42.7 / -46.4 -115.0 4 2 - NOA 12- 0731.05 19 39 5.15 +42.7 / -57.2 -205.0 5 3 - NOA 12- 0731.05 53 51 18.77 +42.7 / -57.2 -185.0 5 4 - NOA 12- 0731.05 53 51 18.77 +42.7 / -57.2 -185.0 5 5 - NOA 12 -0731.05 38 27 7.13 +42.7 / -46.4 -205.0 4 6 - NOA 12- 0731.05 53 51 18.77 +42.7 / -57.2 -185.0 5 7 - NOA 12- 0731.05 53 51 18.77 +42.7 / -57.2 -185.0 5 8 - NOA 12- 0731.05 34 87 20.54 +42.7 / -57.2 -115.0 5 9 - NOA 12- 0731.05 19 38 5.01 +42.7 / -57.2 -205.0 5 10 - NOA 12- 0731.05 34 86 20.31 +42.7 / -57.2 -115.0 5 11 - F13C- FL120 -05 32 80 17.78 +42.7 / -57.2 -70.0 5 NAMI - N1005930.01 Total Square Footage -> 174.88 Osmarble Contractor Corporation Masonite International Corp. "Bertha HV" Aluminum Accordion Shutter System Hurricane Belleville Fiberglass Door Unit Product Control Notice of FBC - FL120 -05 Acceptance No.: 12- 0731.05 NAMI - N1005930.01 Expires: 09111/2018 Expires: 04/30/2015 Property Search I Miami -Dade County r Aft Page �4 1 Summary Report .." : .* 000000 •• •• •0000• Property Information Folio: 11- 3101- 033 -1310 Property Address: 273 NW 91 ST Owner WILLIAM A DANIEL STEPHANIE F DANIEL Mailing Address 273 NW 91 ST MIAMI SHORES, FL 33150 Primary Zone 0800 SGL FAMILY - 1701 -1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,333 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1940 Assessment Information Year 2013 2012 2011 Land Value $84,750 $67,500 $75,000 Building Value $90,377 $103,667 $104,341 XF Value $2,432 $2,704 $2,730 Market Value $177,559 $173,871 $182,071 Assessed Value $160,830 $158,142 $153,536 Benefits Information Benefit Type 2013 2012 2011 Save Our Homes Cap Assessment Reduction $16,729 $15,729 $28,535 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10 -39 LOT 15 & E1/2 LOT 14 BLK 136 LOT SIZE 75.000 X 125 OR 20085 -1475 12 2001 1 Taxable Value Information Previous Sale 2013 2012 2011 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $110,830 $108,142 $103,536 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $135,830 $133,142 $128,536 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $110,830 $108,14ir $103,536 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $110,830 $108,142 $103,536 Sales Information Previous Sale Price OR Book- Page Qualification Description 08/14/2013 $275,000 28792 -1565 Qual by exam of deed 12/01/2001 $150,000 20085 -1475 2008 and prior year sales; Qual by exam of deed 02/01/2000 $0 18978 -1865 Qual by exam of deed 09/01/1995 $0 16919 -1562 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hfti)://www.miamidade.gov/info/disclaimer.as (http://www.miamidade.gov/info/disclaimer.asi)) http: / /www.miamidade.gov /propertysearch/ 3/13/2014 MIAMFM MIAMI -ID"JE COUN • I PRQDUV CON9A%SECTI4 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES OM) • jJ1101 SW 26 Px9e %Room BOARD AND CODE ADMINISTRATION DIVISION iami Pl da 13175-V T (71 31 2590 A(! §A 315- f: NOTICE OF ACCEPTANCE (NOA) _ isminii ��a=& vet Osmarble Contractor Corporation .... . .. .... ...... . . ..... 9444 N.W. 13 Street, Suite 61 . . :**Goo Miami, Florida 33172 • • • • • • • • • • . . . . ...... SCOPE: . :••••• . . This NOA is being issued under the applicable rules and regulations governing the uSe. of cbnstructim inatetWir • • ; The documentation submitted has been reviewed and accepted by Miami -Dade County RER -A dluct 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 area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " Bertha HV " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 12 -062, titled "Bertha HV Accordion Shutter System ", shuts 1 through 28 of 28, and 28A, prepared by Tilteco, Inc., dated May 19, 2012, signed and sealed by Walter A. Tillit Jr., P.E., on March 20, 2012, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Misslte Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", NOA number, and TAS -201, TAS -202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. CATION 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. N 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 revises and renews NOA # 08-0527.10 and consists of this page 1, evidence submitted pages E -1 & E- 2 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 12- 073LOS Expiration Date: 09/1112018 Approval Date: 12/20/2012 144l'L Page 1 Osmarble Contra—ctar QMgM on NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT�'ERO • ''' 0 0 • • • • • .. ...... .... ...... 1. EVIDENCE SUBNIITTED UNDER PREVIOUS APPROVAL # 010P-10.. ' • ; • • • •; A. DRAWINGS ' ' • .... . .. ..... 1. Drawing No. 08 -165, titled " Bertha HV Accordion Shutter Sys"n: ", s/Tru thromik- - ' 26 of 26, prepared by Tilteco, Inc., dated May 14, 2008, signeKgj f sealed by Waltef ft • : • Tillit Jr., P. E., on May 16 2008. 00.00' • B. TESTS ' • • • •' .. . •••• 1. See Association's generic approval under 06-0130. 0000 C. CALCULATIONS 1. See Association's generic approval under 06 -0130. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Offace. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 06 -0130. F. STATEMENTS 1. Release letter issued by the American Strutter Systems Association Inc., dated May 05, 2008, certifying this product to meet the criteria of product tested and approvea4 and allowing Osmarble Contractor Corporation to use the test results approved under Miami -Dade County Approval No. 06 -0130, signed by Legny Rodriguez 2. Acknowledgment letter by Osmarble Contractor Corporation dated April 23, 2008, signed by Mr: Osmar Santiesteban. 3. Letter by Tilteco Inc., dated May 16, 2008, certifying that the drawing (No. 08 -165) prepared for Osmarble Contractor Corporation signed and sealed by Mr. Walter A. Tillit Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 05 -363). 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. I2 -062, titled "Bertha HV Accordion Shutter System". sheets I through 28 of 28, and 28A, prepared by Tilteco, Inc., dated May 19, 2012, signed and sealed by Walter A. Tillit Jr., P.E., on March 20, 2012. B. TESTS 1. See Association's generic approval under 11 -1676. Jaime D. Gascon, P.E. Product Control Section Supervisor NOA No. 12-0731.05 Expiration Date: 09 /11/2018 Approval Date: 12/20/2012 E -1 Osmarble Contractor Corporation 6666 V 0 NOTICE OF ACCEPTANCE: EVIDENCE smmr !w ; • 666.60 66 00 606..6 6666.. 6 C. CALCULATIONS • • • • • • 6666 .. 1. See Association's generic approval under 11 -1676. ' • • • •' i ' • • 6 6 • • 666666 • • 66666 • • 666666 66 66 • x66666 D. QUALITY ASSURANCE • • • • • • .' 1. By Miami -Dade County Department of Regulatory and EconoMic ROsourtgj.; 6 • • • • • • 6 .. 6666.. E. MATERIAL CERTIFICATIONS • 6 ; 1. See Association's generic approval wader 11 -1676. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated March 21, 2012, certifying this product to meet the criteria of product tested and approves; and allowing Osmarble Contractor Corporation to use the test results approved under Miami - Dade County Approval No. 11 -1676, signed by Legny Rodriguez. 2. Acknowledgment letter by Osmarble Contractor Corporatior; dated December 13, 2012, signed by Mr. Osmar Santiesteban. 3. Letter by Tilteco Inc., dated March 6, 2012, certifying that the drawing (No. 12 -062) prepared for Osmarble Contractor Corpora7ior4 signed and sealed by Walter A. Tillit, Jr., P. E., is engineering wise identical to ASSA's generic drawing (No. 11 -111). Jaime D. n, P.E. Product Control Section Supervisor NOA No. 12-0731.05 Expiration Date: 09/1112018 Approval Date: 12/20/2012 E -2 GENER& N=. 1. BERTHA H.V. AtXXlt$VO4N SALTIER SYSEEIL SHOWN tXN 7TNS PRdDUCT APPROVAL dT (PAD.) liar BEEN V'Hi&lED FOR COMPLIANCE IN � WITH THE 2007 & 2010 EDITIONS OF Tiff FLORIDA GUIDING C60E. THS HOPI SHINIER SYSTEM MAY BE INSTALLED AT HthH YELOtCII' fN1AtNE TONETM. DESIGN WAND LOADS SWILL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES. USING AsCE 7 -05 srmDARD FOR INSTALLATIONS UNDER 2007 FEIC & ASCE 7 -10 FUR DBSTALLAyM UNDER 2010 FSC AND SHALL NOT EXCEED THE wxwjM (ASO.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 28. 26. 28 & 29A. IN ORDER 10 VENIF1f ra ABOVE OWEDITTIGN, T2T0i1►TE DESIGN WIND WMIS WERW49D PER AM 1-10 SHALL BE FEW REX= 10 A.S.D. DESIGN WIND LOND4 $Y MUUWL3t10 THEM BY O,8 N ORDER TO O T1 W/ MAL 0") P t ON SHEETS 12 TIOBT 17 & 2TL 28, 28 & 20A IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED. WERE NOT OVER STS. '0, A 33X INCIffASE IN ALLOWABLE STRESS FOR WIND LOADS WAS= USED IN TFffiDi ANAt.Y51S. BERTHA H.V. ACCORDON SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MSSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCOFMCE WITH SECTION 1M OF THE ABOVE MENTIONED CODES AS PER AIL REPORTS: -KV 81ADE Q #021441 -4= /0715.01 -03, 01044.01 --05, /1214.01 -113 1X0377.02 -08 AND JOW-01 -10 AS PER TAB 201. TAS 202 AND TAB 203 PROTODULS. -HV WINDOW BLADE 9 #0508.01 -DE AS PER TAB 201, 202 & 203 PROT0=5 AND 0725.01 -M AS PER TAB 202 PROTOCOL.. -HV BLADE0 #0422.01 05 AS PER TAS 201. TAB 202 AND TAB 203 PROTOCOLS. 2.w Em" (D FWD HV SLADE DARE ENOINF}7gD TO WOW IN UNISON WITH FACH OTHER INN AREARS WHERE THE t�pN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. DC14 WIND WNE SCHEDULES MUST BBE E APPLIED 70 NDOW WFIDZO SECTION THIS 6WL INCLUDE REGLIMEMENIS FOR QN TO OU>SS�10 ALL OF ZONES 44 � 5 FASTENEIR TYPES AS VALIDITY OF COMPONENTS FOR HV SIAOE 1@ &QACC RDMN SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON MUM CONFIGURATION AND ASCE 7 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME POW S APPLIED FOR Hv.61ADEpAND Hv WINDOW g�MADE ®' ARE Am ENGINEERED TD WORK m UNION WITH EACH OTHER UNDER THE o>MA. LIMRATIONS AND CONDITIONS OF USE / MIM ON SHEET 26. s S A0NLEggA04M STEEL SCREWS 1 .0 USED STRENGTH � 160 ksl lE STRENGTH. BE � WITH BERTHA W D AND 14x1 A4 410-W MINIMUM BY SERIES APPROVED COATING APPUGUTORS, REGISTERED WITH AMERICAN SMITTEN SYSTEMS ASSOCIATION• PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL AWMONUM EXTRUSIONS .SHALL BE ALIIgNUM ASSOCIATION ALLOY AND IMPER AS INDICATED ON SHEETS 2 AND & MINIMUM YIELD STRENGTH FOR 5063 -TS ALL S 31.7 Ill AND '.5.7 kM. FOR 6009 -75 ALLOY. !L ALL lO BE STAINLESS STEEL. 304 OR 316 ANSI SERIF;^+ 04 CORROSION RESSTANT COATED DAMON STEEL AS PER DIN 50018 WITH ILO kW MIN. YIELD STRENGTH AND TNT kal MIN. TENSILE STRiEDXNTH AND TO .COMPLY W/ FBC SECTION 2411.3.3.4. 6, BOLTS TO, BE AS A-307 GALVAM27a STEEL. OR AM 304 OR 316 SERIES STAIMIL S STEEL WITH 35 k9I MINIMUM YIELD SPRENWTH. 7. SEE THE FOLLMINO SHEETS FOR ANCHOR 9PECRiGTVM W BLADE (1) : 13, 14, 18. 16, 17 AND 28A. HV BLADE© : 26. - • Hv BLADE (D& ® WQMNG IN UNION: 13. 14 & t& 8. THIS BERTHA N.V. ACCORDION SHUTTER SYSTEM SEATS A U.S. PATENT IIISIMA582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART' BY US PATENT /5'458,178 ISSUED TO EASTERN METAL SUPPLY, INC. 9. 9 SHALL BE THE RESPONSIBILITY OF THE CONTRACROR TD VERIFY THE SOUNDNESS OF THE SIRUC = WHERE SHUTTER IS TO BE ATRACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT 19#S WHICH REMAIN. TTET FAMiE4M 114 CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WW1ND /RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT I ABET. IN A VISIBLE PLACE WITH WANING NOTE: DURING PERIODS OF HURRICANE WARNINGS NOME OWNER. TTINAN7. OR 017♦ERS. MUST PROPERLY CLOSE ALL 1N AND NO CCEINNTERMATES AND ENGAGE OR LOCK ALL 14V AND HD LOGS. 11. A PERMANENT SHUTTER MAAFAT JRWS LABEL SWILL BE PLACED ON THE 8"BED SMACE OF THE SIDE TRAIL APPROXFMATELY a BELOW THE TOP OF SUCH RAF. LABEL SWILL READ AS FOLLOWS: Ommu mawcm CORP. FL WARM COUNTY PRODUCT CONTROL APPROVED. 12 BERTHA N.Y. ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT S APPLIED 70. I& (o) THIS PAD. PREPARED BY THS ENGINEER S GENSIM AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEaM PROJECT: La. WHERE THE SITE COQ DE1MTE FROM THE PAD- (b) C . ONTRAGTIOR To BE RESPONSIBLE TH1S DOCUMENT. CONSfRK4SE SAFETY AT SITE SS CLUDING LIFE SAFETY �NTHIS PRODUCT. : ON THIS PA H O.. PROVIDED HE/SHE DOES NOT DEVIATE FROM RE (a) THIS PAD. WILL BE CONSIDERED IMAUD IF ALIfIffD BY ANY MEANS. (d) BE BL F PROPER USE � In P ENGINE OF ACTING S DEt�7 ENGINEER TAD PTHE�AD N� SHALL ( TO TTHISSLLATT THE SITE. SPECIFIC DRAWINGS DRAWINGS FOR RENEW. (o) THIS PAD. SHAT BEAR THE DATE AND ORIGINAL SEA,. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 1T. TABLE OF CONTENTS s1•WAte C11 &(9 GEFiEW1l NOTES SHEET i SYSTEM COMPONENTS 1 -20 SHEET 2 SYSTEM COMPONENTS 21 -37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-43 Aare 2• (6/ RLAfW (D AND HV VYINDdiN BLADE SHIMT 4 dA1 se�Cl TYPICAL SHUTTER ELEYATON & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-E, PANCRETE/BLOCK SHEET 6 DUALS F -U, CONCRM/13L CiC SHEET 7 ,INSTALLATION CENTEIWIE DETAiS MV Stmr B CENTERMATE AVER14ATD40 DETAILS FIN SHEET 9 CENTER11M DUALS HD MEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHW 11 SPAN TABLES SHEET 12 .MAXIMUM ANCFw Smmo ILE- CONCRETE &BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 16 ANCHOR SCHEDULE- WOOD SHW t8 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R, WOOD SHEET 18 OM LLAT" DETAILS S -X. WDOD STET 19 END CONNECTION DETAILS 7 -12 & X. WOOD SHEER 20 Aai:A 33: HV 13LAGE ® ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 INSTALLATION DETAILS AA-G9 CONMM SHEET 22 CENTERMATE DETAILS HD SHEET 23 END CONNECTION ION DETAILS 1-8 & X. CONCREIE/BI.M SHEET 24 MAXIMUM SPAN TABLES !Mc1 25 ANCHOR SCHIEDUM CONCRETE SHEET 28 ARFA 4• HV EAR OON BLADE Q ONLY rWAL WI ND W BLADE & WINDOW DETAIL SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 28 AWA 13• HV 1yADOW BLADE (1) ONLY INSTALLATION DETAILS. METAL STUD -WALLS SHEET 20A • • • • • • • • • • • •• •• • • • •• •• �0. T'lM1HUC 1• RF:VTN;� �mm{vlTNa"6:�hS3 etre hokum ced� � PeOduM :,`L�{tip MIAMI -DADE COUMY P.E /DbTE 1>21112 MIT=. ANC. /� IN 1. E C\ Ii EMC. • • E CONTRACTiiR GW (ASSA 1j• S69) - SW N.W. 13tfi STREET. SUITE 61 MM, FL 33172 • • i • • PH. (305)986 -8281, FAX (305)469 -0429 • �: jp 2gl2 FME? WFPLY. INC. •• • • Irrmmv7m ..; VC&rflTibn: Shutter System u am #I W1 OR W/o H.V. W= SIM $C H.V. TILLIT TESTING & ENGINEERING COMPANY ow MA WL St, M 303, wi M GARO . nO M 391 Phmre : (3116)871 -1tW3o . Fmt : (3}871 -1837 � ®_ '0O"119'0Of"tg WALTER A Tuft Jr. P.L FLORIDA Lm. 0 44167 REtlJGO Ut6t P110N IATC �aTt .r AA 1 03/102 aW/tg11a 2 • • • : WTNG No • Q6'1 4 • • .SHEEN 28J e • • • • • • • • • • • •• •• • • • •• •• tit tit am 9 a � d m a O NV SOLID BLADE UNDER US PATENT 19 5458179 HV WINDOW BLADE# LIMITATIONS OF USE OF BLADE Q ON SHEET 6063 -T6 ALLOY AND TEMPER 3AW .670•p 228' . 3 '6• ® QUALIFIED SE& W HY BLADE 1 SR . 6063 -T6 ALLOY AND TEMPER t9,r ..063• 6n 11 NV COUNG HEADER QUALIFIED FO_R USE W/ HV BLADE 0 & 0 SEE SECMNS FOR VAUDITY 6063 -T8 ALLOY AND TEMPER I 16 SIDE ANGLES Tt IJ►IV 6083 -T6 ALLOY AND TEMPER COVERED UO U Q 5458179 28 6006 -T5 ALLOY AND TEMPER 3JW 1A QYP-• O7 HV ADJ. APPTEER W /LIP S BLAmDEFt ,Q� & j HV 6063 -T6 ALLOY AND TEMPER VAR$c4'' .tom s7o HV HEADER /SILL QUALIFIED FOR � USE W/ HV BLAD SEE SECTIOES'" & N FOR ALIWIY 6063 -TS ALLOY AND TEMPER &UMINUM, ANGLES QUALJFIED FOR USE W1� W &M(ElSCANF6LgER PRADUCPREVA.9PA Wm a0 L+Ln" ANo 2-Oi os D� 1 •0 s (J1HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADEOI &O2 6005 -TS ALLOY AND TEMPER T � ®HV WA —OVER TRACK QUALIFIED FOR USE W/ HV BULDE O &O2 6063 -T8 ALLOY AND TEMPER .093` ©3 HD CEILING HEADER/_ELL QUALIFIED F011 USE W/ HV BLADE 1 & SEE SECTIONS FOR ALIDITY 6063 -T6 ALLOY AND TEMPER G2012 10]m W- ®HV DIRECT MOUNT QUALIFIED FQR �SE WJ HV BLADE 1 &(� 6063 -T6 ALLOY AND TEMPER 680° z ®HV TRENCH TRK QUALIFIED FOR USE W HV BLADE ® ONLY. 6063 -T6 ALLOY AND TEMPER YRRM 1.938° w3. ® HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE Q & SEE SECTT0NS5- FOR V/U.IDIIY 8063 -T6 ALLOY AND TEMPER X Y t 2• 2' 0.1 r 3° no ® CORNER POSTS QUALIFIED R SEW HV BLADE 1 .� & 6063 -T6 ALLOY AND TEMPER @ HV 9D'lj STARTER QUALIFIED FQR�SE 1 HV BLADE 9 ii &ff(ddff� 6083-TB ALLO D PER HV RAINGUARD QUAUFlpM FOR USE Wj HV 6063 -T8 ALLOY A&ND TEMPER too• LJ SHQ GUALIFIED MUM HFAnmAlll E W liv BLADE T,{ & 6063 -TB ALLOY AND TEMPER omwm � COMt�i1C m G�i • 1L E C O. �E►tc. ( $ 689) Aft V. BADE 1 * TILLIT TESTING & ENGINEERING COMPANY sW R.•. Sot, %E 18.. 306. %IMw WWM ROMM m Ptmne :(306)871 -1630 . Fax : (306)871 -1631 0- 1110H7 F9 .00m — 00m719 ina WALTER A TWR Jr. P.H. ROM L,o. A 40167 9444 N.W. 13th STREET. SUITE 61 MLAM1. FL 33172 • • PH. (305)986 -6281. FAX (305)4fVa129 • 17Y TM etr system MADE d0. H.Y. RAGE ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • No A 9 Ti T2 &ME _COMPOpm 2• j S° MAX. 116° 1/6' WO ® 2• 5' MAIL 0.192• 0.192• tiVO2 ® 2.6• r ma 0.19o• 0.190• HVOt G2012 10]m W- ®HV DIRECT MOUNT QUALIFIED FQR �SE WJ HV BLADE 1 &(� 6063 -T6 ALLOY AND TEMPER 680° z ®HV TRENCH TRK QUALIFIED FOR USE W HV BLADE ® ONLY. 6063 -T6 ALLOY AND TEMPER YRRM 1.938° w3. ® HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE Q & SEE SECTT0NS5- FOR V/U.IDIIY 8063 -T6 ALLOY AND TEMPER X Y t 2• 2' 0.1 r 3° no ® CORNER POSTS QUALIFIED R SEW HV BLADE 1 .� & 6063 -T6 ALLOY AND TEMPER @ HV 9D'lj STARTER QUALIFIED FQR�SE 1 HV BLADE 9 ii &ff(ddff� 6083-TB ALLO D PER HV RAINGUARD QUAUFlpM FOR USE Wj HV 6063 -T8 ALLOY A&ND TEMPER too• LJ SHQ GUALIFIED MUM HFAnmAlll E W liv BLADE T,{ & 6063 -TB ALLOY AND TEMPER omwm � COMt�i1C m G�i • 1L E C O. �E►tc. ( $ 689) Aft V. BADE 1 * TILLIT TESTING & ENGINEERING COMPANY sW R.•. Sot, %E 18.. 306. %IMw WWM ROMM m Ptmne :(306)871 -1630 . Fax : (306)871 -1631 0- 1110H7 F9 .00m — 00m719 ina WALTER A TWR Jr. P.H. ROM L,o. A 40167 9444 N.W. 13th STREET. SUITE 61 MLAM1. FL 33172 • • PH. (305)986 -6281. FAX (305)4fVa129 • 17Y TM etr system MADE d0. H.Y. RAGE ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • No 4J37W pZ .748° pp l — • by COMM= QUALIFIED DFFOR USE W/ HV BLADE(& ® ONLY 8083 -TS ALLOY AND TEMPER y -.7 PIAN lq FRONT ELVAIM j�KER FOR _°T" LOCK -COURMATE QUA,MED FOR USE W/ HV BLADE(DONLY 0083 -T8 ALLOY AND TEMPER El� I I I ONLY 8083 -T8 ALLOY AND 8083 -76 ALLOY AND TEMPER 0 ® MV v8 "41--18 ACETAL UMBSCR QUALIFIED FOR USE W/ HV BLADE Q)& QUALIFIED FOR USE 0083 -T8 HV BLAOI D TEMPER 11 O.D. t . SCWN JLWAF-8 RI, tm ;4 rill a t " 4 "x 18�4RE�R 2� --20 x /4" &ABS3MREW RIVNUT* " *WM 9444 ALW Mt 02024 -T3 AU." LOU FV= THMI sNL,iT Nlti84AT. PART 8 992D. AS MAIAWACRM W AVDIX "M MM, PARMPEW. No dHW 07 4 OR =01. �" " ®H1/ A! TERNATIYE LOCK ® QUAUFtED "OR USE QUA g E , ONLY. Kv W /HV BLADE© ONLY. 2QALjJlfijl�ED 66 ALLOYWtWEMPMERE , &® tt /a' t�j HV 4° 0 -20 AGI 304 QUAU!�RIES FIED FOR HV BLADE W & Q ® Lli6.. LQQK REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT IRON. QUAUFIEO FQR USE W/ HV BLADE D &(j2 • • • • • • • • • • PeomucrRBVu �"awttA� T�A2Caffo IZ�O Aa� e1% Hera P•0 MIAMI =DADS COUNTY mi"'"`l///!!!`"' �,,a �� ► * 43 * ( gj �. °.. F� ...`'° P.6 V��il�. /DATE •"�� ' INC. • I�LE OQMRACfOR (ASSA # 889) 9444 N.W. 13th STREET. SURE 01 MKW, FL 33172 • • • PH. (�S)986 -8281. FAX (305)44 3 4,29 • • • • TM ..;A�Cbf'Ki S1iuiw System Y. f2ADE 1 B OR W10 H.V. W= KADE Al N.V. MAID TTLUT TESTING & ENWNEF.RINO COMPANY SM Nat. St. St.. 3M VR=m 6AADFlL4. ROFM 33+ FIM : (0)87, -t83O . Pea : (3081871 -raft R-moM tamocowlaam EB 00002 NAL 14r. P Iffivlte OAtY 9r :F AG. t �-1 D3 1 12 ME: 03/1./12 2 • DRAWING No im-062 N6 8 4 • • • • S�� e • • • • • • • • • • SHUTTER ASSEMBLY SCHEDULE FOR HV M HV A AND HV BLADES. Q HV BLADE 1. ® HV BLADE 1A O HV BLADE 2 HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302 -303 SERIES 0.870 °x3/16° THICK NYLON WHEEL. 0.188 "0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) s (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDXTN SYSTEM W/ HV 10 OR NV 0 BLADE. (2) HV PIN 0 MAY BE USED N LIEU OF @ AND ONLY AT EXTERIOR BOTTOM KNUCKLES LES OF HV ACCORDION SYSTEM W/ HVQ BLADE WHEN LNG TO INSTALLATIONS 'CC' AND -W. SHEET 22. (3) MY PIN @OR 0 W/ 1/2' O.D. 1/16' TACK S.S. WASHER SHALL BE FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEETS 11 t 24. EXTERIOR IYPICAL SjUiTER ASSEMBLY SCALE: .0.324' TYP. HEEL CARRIAGE DETAIL N.T-S rit :,,- »tam_. ■•1�, a x• . HV PIN ® OR ® AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) IM PRODUC r REVIND �1 :+'f •0VG OOMiTRACi�R GOAD: • •i ccwtffln S utter System 1 LE C O (A / $89) a g B V. 1 W OR WIG KV. VIA,2�11 WDE & U TILLTT TESTING & ENGINEERING COMPANY 8444 N.W. 13m. STREET, SUTjE 61 so t BY:F AO. Rb * .ems Car sem si sa vRmca arm r �1 MIAMI. FI. 33172 • • ~ t8-1* • Q3 18 2 oue -A9112 P6are : (305)B71 -1530 . Fax : (308)871 -1531 •. • _ z • D YANG NO Lhadstc s _1B pp1A PH. (30S )986 -6281. FAX (305)4S —0s2s ' • :12-062 .. . • •. 9 nAWA LIZ // 44157 f 5 SH MIAMI -DADE COUNTY P.E. SEAL/ E /DATE 5 4 • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HV BLADE SHUTTER ELEVATION N.T.S. PRODUC i RCVM as W03031 . wide Me pimt9b Aagptmm No tL -Q MIAMI -WX COUNTY I P.E. wti OF CORNER CENTERMATE * NQ= ON HV LOCKS IIND CENTERRMATES: 1, 120 A RY I ON rii: ONE WV 40Uf SPAN FOR SPMLS Un 108: /AND M6T4LLj1TlONS ANY �1�1 OR t2 ABOVE OR 2 OF SHUTiIIt Q� ELEVATION. HV LOCK m MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO OR 1/4'0-20 x t/2' LONG FLAT HEAD SS. M.S. LOCATION OF LOCK SHALL BE AS CATED ON TYPICAL SH ELEVATION ID go Y MR 2 TiL10 HY LOCKS %OR OR ONE W LOCK V Two 0.S AT TOP & BOTTOM SHALL BE ANY SPAN AND ALLA A7 ANY ELEVATION. HV.LOCK OR ® SHALT BE ATTACHED TO t� CEJTOWlES w/ SANE S m*rATiONS AS PER MANDATORY COND(fION #1. LOCATION OF LAC7LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUM ELEVATtM MAXIMUM SHUTTER SPAN SHALL BE DETERMINED As PER SCHEDULE #3 ON SHEET 12. 3 1.11x IF DESK. FOR SETER PERFORMANCE OR F�1 SECUItIiY T0� lO Two HV Lo= OR Y BE USED AS AN 94SIDE OR OUTSIDE LOCK. OOfQdECITON OF LOCKS T CENiETW= OR ®BALL CK BE AS OIDICATED ON NOTE) ABOVE N OF LO SHALL BE AS MCA ON TYPICAL SHUTTER E.EVMM US IF SHUTTER PERFOYAW4CF, LOCKING RODS 4$ OR AN ALTERWIIYE UMUZ MAY ALSO BE USED AT STACKING POSITION. (NON HURRICANE POSITION). NV L K g� BE USED AT CaRm R CE aMMTES FOR ANY SPAN AND INSTALiATIO,w —�. ATKtN H11/(� /i!9® SHALL BE USED AS AN OUTSIDE OR OWE WM AT AlTACHED TOP &TO SHALL � �LOCATiOFt tOF4"LOCK SHALL BE INDICA7EU TTYPICAL�SHUTfER ELEVATION.® WXUUM SNUTTER SPAN SHALL BE DETERMINED AS PER SCHEDIM SHOWN ON SHEET 12. oF'1 %a 0- 2ox3 /a—'SS. THUMBSOREw rC ® �t CENfERMATFS 5 BE MADE w/ 1 /a•0- 2ox3 /a° ALUM RMAff AS SHOWN ON SECTION HVE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR Two LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON NV Or LOCKS AND CENTENKH& AT ANY ELEVATION. ALTERNAIL Lwx r ac M w ... °...°... �•• ""•""'- ---'_ . . LOC . AS SH4wP1 ON SECTION HYG. SHEEP 9. WHICH MUST BE � ®mo w/ 1/4 0-20 x 1 1/2° LDNO ss. THREADED SOLT w/ 7/80 x 3/32° E aa/rt,4 s�FI_ew1 ANS USE OF 1 O L 18" RODS i TOP AND BOTH! AT MAtCATORY. AN OR 12° 1 ORO WZIX: ONE ALTERNATE HD L= ® MA USED NI LIEU OF TRY Lome FOR ANY SPAN AND TKOS ANY ELEVATION. AXI MLTE HD LAC MAY BE l�0 AS AN WIDE OR OU=g LOCK ATTjaVM NT OF HD LOCK To (� 1S w/ 3 {8 x 3/8" F.H. SA MS, AND INMUDES I�TFO(MO f INSERP AS rT ON SECTIONS HD AND i1DC -HVO. SHEET 10. LOCK MAY BE A�MM AT MIDSPAN OR 12• MAxkMUM BEOY7 oR M3= IOWAN, USE OF.U3CX O RODS 0 5 cmaumy OPRONN.. mimE cONTRA= calk • • (ASSA $ 889) V. FADE Al 9444 N.W. 13% STREET, SUITE 81 MIAMI, FL 33172 � • PH. (305)988 -8281, FAX (305)49'- :129 • H.Y. • • • • • • • • • • ••• • • • ••• • • w OWING No 1:2-062 0=1II,33EC0, M � TILLIT TE9nNG & ENOWERING COMPANY * I= ILW. 3W 8L. VA 3M VM M GAWA ROM 33 Phm , : (305)971-i (305)671-1531 .: '44187� L••j A ._ _ LU 1 mimE cONTRA= calk • • (ASSA $ 889) V. FADE Al 9444 N.W. 13% STREET, SUITE 81 MIAMI, FL 33172 � • PH. (305)988 -8281, FAX (305)49'- :129 • H.Y. • • • • • • • • • • ••• • • • ••• • • w OWING No 1:2-062 METE ANCHORS (SEE SCHEDULE ON SHEET 13) ' s iiJ"E�_. I I i I a�a ar a u REM ANCHORS 1SCHEDULE ON 1° © 62V.S 11NND , /a•20 urs F 5,a D.C. 3)- r290' Yes 1 4'0- ZWr3 /4° S.S. CONCRETE ANCHORS SCTiEYPS (SEE SHEET /3SCHE)DULE ON W/ 1/4•-20 Nvrs • W O.C. _1 °- 0® r-. Y•t. t EXISTING GLASS • 1 '— ©OR ® ' 1 t ' CAwatoN TO ENO (SEE SCHEDULE i 9 lAA.E ON v , 0® r-. Y•t. t EXISTING GLASS • 1 '— ©OR ® ' 1 t ' CAwatoN TO ENO (SEE SCHEDULE 9 lAA.E ON v , Im. SM ARQM sSmHED<u SHEET ta) M�A-A 28 FdR yq ��-- OPTIONAL • '�y SHEET ,a) 1 1/4• max. - * 1p° Yox. ' OPTOONN. E. 1Yin. OE /aqs- aoxs /4" sa IRUSS HEAD Coro1�TE �rc� , /aro-a• ss. PHRUPs tRUSS YAC►m�E stems ANCt1INis ,/4° -20 CRE S SD D.0 (SCE UiE ON StIFET ts) POURED CETE W/ , /a• -a0 NUTS o 1z° O.4 (SCE SCHEDULE ON -SHEET ,3) A8a BLO F c POURED CONCRETE TAtXac gAl.1. RF.DI�RED (�} NV � WALL SILL INSTALIAMN (SEE SCHEDULE as SHEET 14) V POURED Dom " INSTALLATION DETAILS WZ M HV BLADE & O Hy WALL SILL INSTALLATION /Z FOR COYBIM M! of SMMOM a HV + d& HV BLADES AS APPLICABLE I� SEE � 4 FOR TOWAL SHIFTIER * E. E 0. PE O35TAN� (SEE Si4R�R'ATfONS ON SHEET 14) • E L11t�AilONS OF USE FAR SHEtT a8 2- 1ttRD11D'Ri SECDONS CAN BE COIMMED rN Fin To Sim ANr �ranAnoeT. RUDE 0➢I F7.ORIDA BIlIIJ31 t3 dliah Velocity Hurricane Zone 020121RTE0D, BiC.- • 2012 Y. • • :•S� . Ft �•� �L11�T•►7ydem PRODUCFnE`�.:iF37 T askIN .E CONTRAR.M Car. m eocvPtypeyl r,01U £Oe Cmekb , I L E c o I N C. (ASSA i 389) IM ma 01 W OR W/o e v.1 um mm 12 'L_o 3W 8444 N.W. 13kA STREET. SUITE 81 TILLR TESTING t ENGINEERING I:DWANY C WE Dt m Bts 8i9 �-1 2 a►// /+a am TLa 3W.. 9-ft 30, vmm mmm FICA m Ppa• : (30SWI -ISM . Fax : (304)871 -1531 MM, FL 33172 • • 1bINQ NI* °01p PH. (305)9$8 -8281. FAX (305)483 -0129 g��d •• nOWA 8 44187 • • 8 MIAMI -DAVE COUNTY P.E. SEAL SI TURE /DATE Or • • • • •• •• • • • • • • • • • • •• •• ••• • • • ••• • • - DID WALL SEE SOTEs oa Loamm MS®, W LOW* or® `f' INSTALLATIONS W/� HV "� M W WW ® ON S"' IN �E>+a« *��,WIS d,WFM ,� OUT f/ BLADE Wj HV C MT RMA S m=© a,04). SEE END WALL CONNECTION E>u DEEMS ON euEETS 11 & 21 — — — — — — — — — — — — — — — — — -- — — — — — — — — — — - — — — — — — — — — — — — 2'.a°xt/a x6 -2 c��» ®� ®� °A ®`® 3 , /a° r OPPOSING SYMMETRYCAL �o aaxs�lE i 1/2° - CENTS S C N dA r TO (Tq'/�1fOS) 0 :1/2° &M.S: TO TIOi AT enal,aE Ic�Ta) 0100° a' S.M.S. ® 12' y�/ HY I.00 1/ (' (SM SONEbt4E ON 0.0. ilril Lwow. 35 * IN sw {r 12� l® ®•o `®- ®•o`W-I 1 I N ®a. OUT CKG� %� P 113111,14., MODM t REVW..D m c=p$laa v4m ¢ma R0A" A=eplflu=Ka (L- 3 S C MIAMI -DADE COUNTY P.E. 11 li .1 V* HVE •20,2 TC,1fiC0. OTC. 17T7107EC06mc� TILLR TVMG t EN0INEERING CWAW ass N.f. ssb. 81. as sos %mm umm aaam4 A ptama : (sos)ast -,sw . F=: (O87t -1331 a -raa8: EB- 0008719 WM.TER A TOL1 Jr. PZ R& IM U0. % 44161 IV I OUT Wi HV Exsm GUM T @*_�*��l (SEE �1AE ON lJ \ 1(bd +lily SHEET 12) D.C. m OUT I____ e mtrwm cm. •Accord (ASSA f US) V. 1 W OB 9444 N.W. 1381 STREET: SIZE 61 aivtr oas�Flm MIAMI, FL 33172 t • 08-16 PH. (M)S86 -8281, FAX (305)463 -0129 a • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 UT `� MSO6XASS m suDX DETAIL HVF, INDICATED ON SHEET s, AS WELL AS UNIVERSAL FLOATING BLADE ® DETAIL HDD -HVD . BE WITH THIS ALTERNATE M=TED ON SHEET 70, � M � I 200 EM gMECTM DETAILS ()N SHEETS 1 & ANtAE�W 2�,i0 I 1/2• (4H10a,/2' i AT aNxE (rn) #10 i' /r SAM ®,r 0 M. Fuu 1�N1,wr. IN 30 HV "T" 3 * " " ABN. TroN 30 LHOCK T(IN51DE) (SEES ON N 5 3 LOCK (INSIDE) 12) - 1 -- - - - -- - — - — - — - — - — - - - - -- 5 1 28 1 1° 1/2. a- ® 3 OUT 5 2 1/4" 0 -20 x 1 1/2" S.S.M.S. 2 NYLON SCREW HEAD W/ 7/8 "0 x 3/32" WINGNUT. 'IL ©0 HV "T" LOCK (OUTSIDE) 2@ 1/4" 0 -20 x 1" S.S.M.S. @HV "T" LOCK (OUTSIDE) SEE NOTE s FOR HV LocX ®. W/1/4 "o x 5/8" RIVNUT t. °I LOCK, ON SHM 5. t SERIES 9444 ALUABNUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT PART f 08M AS AAANUFACTURED BY AVDEL CHERRY TEXIORN. PARSPPENY. NEW JERSEY O7g64 OR EQUAL FLORIDA BUILDIN N h VeloeflY Hurricane Zonal m12 TIECO. C • • - 2012 94WWSMEWL Ofty, TAI • • '' 06MA CONTPAM 569) /7107E-75 tterEY 2m LAN s +LV. (ASSA # v. am #1 w 09 w wv tlr !aw�ibt Cx S' * rNa NT TMNO a EN&NNEERNNO COWANY 9444 N.W. 13th STRM, SUITE 61 OATE ow IN INIF Aa sm 1L•. mft "":a. FLOMM 331 MWAIi. FL 33172 • ��d -'Nt p ctrmaaooA - Lam• pR1DPa P R M : (506)871 -% : Fm1 : 0)871 -,531 °-"'� AM PH. (305)988 -8281. FAX (305)483 -0129 w -m�7,9 WALTER A TUff Jr. RE • 0;2! 40 • • 6 • • •�{�Ej' • FLORA Lk. , 44167 MIAMI -DARE COUNTY P.E DATE . ...... . % .. 000 9 000 0 ® ■ as ■J\ ® n �A■ 1 1614 -,a TO C E i• V. P 7511 I E _�! !Is -- WI r * SEE NOTES ON LOOKING RODS Q & HD ® LOCKS ON &W 8 * llWjfftWL FLOATING BLADE® DEAR HDD-M IS VALID FOR ALL CWMAMES APPLICATIONS WH SLAM Q MODUC r RF:NI$CD 69 emspSy t,g dm Fferf& how Aeaplmm ri -W +xi14 MIAMI -DADE COUNTY Comm .win 0=2 79.1800. 870 I 777w- TUft TESTING & ENGINEERING COMPANY am M.•. 3ft 18, QL 509. VMM OVIS 1a ROM 35 Ptw m a (20871 -1630 . Fm[ : (308)87'1 -1831 6—nwl Ubmw0col. eom EB- 00X719' WLLM A 74UP Jr. P.B. FLofWk L•. If 44167 • MUM CONIRAM CORP. (ASSA 8 $69) Y. BlA 9444 N.W. 13tl1 STREET. SUM 61 BEV 1fo MM, FL 33172 ' PH. (305)988 -6281. FAX (305)463 -0129 ♦ ®OR 98 7• MVAL.SUFTLyifOiC. • • 1'� � Shtrt�Sy�tem H.Y. WE & fiv. TTY 1 POURED CONCRETE OR CONCREM POURED CONCREM OR OR CONCRETE POURED' OONCRM OON 4 BACK WALL 9t�CPC WALL REOURED IRED Z7 /•— BUSTING GLASS DaSfMG CLASS 2° �EXVVIG 18° O.C. S — � �� / M' StJ i 12 FLR BLPDE9'��7"A�NtD TO dA53 (SEE 12 &/��AI� 1/16 x3" MAX. �Il AOES�. (ODa V7i 12 FOR 2a 1X,Nr EA —O MASS eeu. strARn�+ TO WO (SEE ,k; �, (:3 O . Iy . ;�, ;F... �I, ;6 ;F. if/ ,L ;f• . �.[� . U � _O'r;G ;F• . iP L �Fi ;� � iL-' • at as ( PLATE (LO t AEMR � ' &ASmsTe) 09 U O) _ ( .316E 1° OR 2' YAX. ••• • I. MM. • •• (AS APPtXA8l:EWxt/rxO' -2° see 810x0 SY.S. ( _ ALLOMUM (LIP) /10x1/2° _�_,�_ I ® 18° O.C. -_ - -_ � 4 AT I (gO93 -T8 ALLOT) AT YIOHIIGkiT 0 IV O.C. 4 (1) flox1 /2' S.YS. ro�ec (2)1/4 0 TAPCONS ANCHORS To 5 `i EE DUA OR WAIL AT t" O.C. (LOCATE AT ETRIER SIDE OF ®) OR OR SEE DETAIL X FOR I�C110N OR TO iRPM 5 v SEE Drumm- X 4 a d 7 l ,k; �, (:3 O . Iy . ;�, ;F... �I, ;6 ;F. if/ ,L ;f• . �.[� . U � _O'r;G ;F• . iP L �Fi ;� � iL-' • � :F; .:6 .g,. ;� :;E . O © ;b O O �[' -... .. fp ;C` �Fi ;g, � �I -' . O O ;Fi (s? O �[ U ••• • • •• see x. `i l / 2° & L SHEET 28 FOR ® &RV VIEW Y USE 5 ' OR & , N QUAIL Y 7 0" &mac WAu. OR ®' ®• e • ®tl ��(�1� ®' CONCREIE REQUIRED T , ®a ®•`1�'"�J'�°" (0- .0-0-0 — CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 05 @0,&® END CONNECTION DETAIL 6 FLORIDA BUILDI CODE i h Veloctf Hurricane Zone 0s M • ® a+ 2 ERI M SUPKY,e1NC. • • ,,y r 004AME CONTRACTOR CORP. •gMiffoll 3Ja tbtSyj m morvjt.fRS.YIS&:0 i T i C O INC. (AS.4A $ $89) MADE ea co:orfc:ry� �Ub the WRorm Y. 1 It( -OR W O H.V. WQARiP! RM 8 H.V. LvAdi_g 1^Sc CMVdVO OF 1qN DATE MON 9r: P AA ncxlalca:NO -07 ei /y * THJJT TESTING di ENOINEERINO COMPANY 9444 N.W. 13n► S`iREET° SUITE 81 t 08-1 9 12 DATE: 03/19/12 e365 N.•. 3W 91. St% 30% 9AROENe. nmMA 33161 MIAMI. FL 33172 • 2 � : (30341 -153. Fox : (3�t -1531 • • • i1 NG F}1. (303)988 -6281. FAX (3A5)483 -0129 �2•- (� 'HALTER A r1LL9 Jr- P4 MIAMI—DADE COUNTY P.E + jDATE ' �" µ1� • • y ••• • • •• see cf'.LIF11711 F Al MAXIMUM SHUTTER SPAN *'L +" OR 'L-" (ft) FOR INSTALLATIONS W/ ® & a w or W/ ONE HV LOCK RODS f Olt CENTERMATES %W& N W1 NE HV LOCK ® W/ TWO LOCKING RODS TOP & BOTTOM ♦(SEE NOTE t) ) CONCRETE & WOOD MWALIATIONS A WALL MOUNTING a6Arm"" L4 L- l+ L- 30 13 -2 1 i'3 1 -0 3g 12 -8• 14' -10` 12'-8 10 -10' 40 12' -S° 13' -10' t2' -3 13' -10" 45 it -11° 13' -1' ,1' -1t" 13' -1' 70 11' -r 12' -6• 11' -r 12' -8 55 11' -4' 11' -10 71'-4' If-lo" 6p 11'-1' 11'-4" 11'-0° 10-1' g5 90' -90° 10' -10' 10• -7• 1D' -10' 70 10'-8' 70'-8• 10' -Y 10' -8' r-6• r -r 116 9' -10" t0' -1 120 7-4" -11" its 7'-3' 85 9'-8' 9' -6° 9' -3' 9'-6• 90 9• -3' 9' -3• g -1o• -i t' 86 W -0° 8' -8' ISO 6'-7- s' -r 8' -9 8' -4• W -9' 160 C -5- 8'- r -11' 8'-4• 8'-4 170 8'-4" r -r 6' -Y r -91' 4' -8 8' -Y r -3' B' -0• r -r K125 8' -0' B' -it• 7-10' 7-4° 195 -,o° s -s• 200 6'-4' r-8' 8' -8' 7 -8• r- 6' -2' 7'-4• 140 r -3' 145 r -3" 6'-9' 150 r -2 W -7- r -0' -t 0" 1555 r-o' 5' -6' 8' -10° 160 8' -11' 5' -Y 183 6' -1' 8'-8' 6'-4° 170 176 6 -7- 4 -9' tall e'-8' 4'-8 7-4 4'.•10' 185 8 -6' 4'-8' 8• -3' 4' -9° 66 ---432• 4 ---5 --2 --r m4' 98 ' 4 B' 1 " ' 20 e 4 m -5� e'-o• a' -1• 6'-0° a -3• Cf44MIT F A2 MAXIMUM SHUTTER SPAN* 'L +" OR 'L -" (ft.) FOR INSTALLATIONS W/ & ONE HV LOCK OR OR W/ NO OCKING RODS *(SEE NOTE t) A DON `i+ Z --i mmmLATIams A WALL MOUNWAS FL / mmmiff S L +. L- 30 12 -3• 14--9 35 11'-9' 13`-6 40 111-41 12' -9" 45 11' -1° t2'-W 50 11'-9' 11•_6• 55 11' -3• 7a' -11' 60 11'-0' 12'-4 65 K,151- 10' -0' 70 10' -r 11' -5° 75 10'-4° 1 t' -1' 8D 107-0• 8' -0 as 9'-9' 10' -8' 90 976• 10-1' 95 a' -3' 8' -3' I w 6• -1' e_1. 108 7*-11° 7'-11° 110 r-6• r -r 116 _f_r 7*-3' 120 7-4" -11" its 7'-3' 8'-87' 130 7'-1' W -5' 138 8' -11' 6• -2' 1. g -1o• -i t' 149 6'-r ISO 6'-7- s' -r 155 r -Y W -9' 160 C -5- 8` -2• 163 r-o° e'-4" 170 8 -Y 4 -77' 175 8' -1" 4' -8 180 6'-0• m`-8 185 W -t1' 4' -6' 190 8' -10" 67 -6° 195 67-8' V -6' 200 6'-4' 205 6' 4'-1' mowic f NEvism as comP4,:.A e.It4 the Flo" Ica No -O MIAMI -DADE P.E. Cf`NFT111LF 63 IMUM SHUTTER SPAN* "L+' R -L -- (fL) INSTALLATIONS & W/ TWO HV OR OR LOCKS OR 0 OCKING RODS ® TOP /BO / ONE HV LOCK ® OR (� R U SEE NOTE 1wmm LW T OONCPE7'E & WDOD I4STALLAT:ONS • M OUNIT" L+ L- 30 13'-1' 161-0' 35 12' -7' 40 12' -2' 15' -2' 45 0 W/ '�• USE 4 1/8• FOR HV r LOCK 60 11'-9' 13' -r ss 11' -3• 7a' -11' 6o 11'-0' 12'-4 65 10'-9• 11• -it' .70 10' -r 11' -5° 78 10'-4° 1 t' -1' go 107-0• 10' -9" 65 9'-9' 10' -8' 90 976• 10-1' ss e' -a• 9' -10° too 9'-0• W -r 100 8'-8' 91-4" Ito 9' -r W -Y its 8'-4 8' -11' 1ZD 6' -a• W -9- 128 a -0' a -5' 130 136 140 145 150 r-4" r-0• 155 r -Y W -9' 160 r -7° 6' -7' 165 r-o° e'-4" 170 B' -1t' 8' -2' 175 8' -8' W-w 160 8'-8' 5' -10" tag 8' -r 5•-8' 190 6'-6" 67 -6° 195 V -6' 200 6'-4' W -3° ate 6• -s° 5' -1" H 1 L+: MAXMAI ALLOWA13LE SPAN FOR A GWEN A.S.D. DESIGN LOAD. L -: MAY- ALLOWABLE SPAN FOR A GRAN NEG4TM A.S.D. DESIGN LOAD. (2) PROCEDURE TO DEIEIWIE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEUNG: CWEN A P09RNE A.S.O. DESIGN LOAD, DETERMINE MA1oMUM SPAN 'L+* FROM SCHEDULE. ISM A NEGATIVE A= OEM LOAD, DEM094E MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE WNW DETERMINED SPAN BETWEEN ti +' AND 'L-*. (3) PROCEDURE TO DETEFUNE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CMJNG Moumes: FOR A DIkP! POSRWE ASA DESIGN LOP& DETERMINE: Lt +- MAX SPUN FOR WALL MOUNM40 INSTALLATIONS. La +- MAX SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A WM NECATIIE A.S.D. DESIGN LOAD: Lt- -AMAX. SPAN FOR WALL MOLMINO PISTALLATIONS. L2-- MAX. SPAN FOR FLOWCEIING MOUNTING OLSTALIATIONS FINAL MAMUM ALLOWABLE SPAN IS EQUAL. TO THE MINIMUM IEtWEEN 'L1+', %+', "U -' AND 'L2-' 4 GO TO ANCHOR SCHEDULE WITH FINAL - MAXIMUM A14 AND NEGATIE "0 DESIGN LOAD 10 DETER M MAXIMUM ANCHOR PACING— ♦ MAXIMUM SHUTTER SPAN °L +' OR 1-' FOR DWALLATKINS INTO WOOD SHALL BE LIMIED TO 108 pal. &S.D. DESIGN LOAD. t H.V. CORmEk coaERMATE 03 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOWNG SPECIFiCAMNS SHALL BE AS INDICATED ON MANDATORY aNXTtON #2 NOTE 03. SHEET 5. �_CO �� IL lae. nuJT TEmo & ENGTmERING COMPANY phone :(396)871 -1630 . F" t (3961671 -1631 e-ma8: wts~ aam w_0 Is WAL7ER A TILT &I P.E FLORA U& 14 "167 0 SMMM TIM TO GLASS MMm°c -c.,7s (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WffM THE FUM 30' -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MIINIMUM 51FARATIQN TO CLASS FOR SHUTTERS INSTALLED ABOVE 307-0° ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUTTER IS 3°. MO MAK To OLD SCH —FIE^. F• eMWM ter/ OVE I= wmiaa LOWNG RODS SHUTTER INSTALLATION W/ INSTALLATION W wueratrw, SPAN ,. eeM% I mom IUD 3 6118°♦ 4' OR L >tor TO MAX 3 7/WL 4' ALLOWED •USE 2 1/2° FOR HD LOCK OR . USE INDICA VALUES FOR SHUTTER ewrnrv� f DEEM SPAN G ENTERMAT M' N'8 . P. Q. R. V. 2 3/4' « 3 3116° O1 S >t rT MAX. 3 1/4• as 3 1/4' p USE 2 16/16• FOR HV 'T' Lit 0 W/ '�• USE 4 1/8• FOR HV r LOCK W/ USE INDICATED VALUES FOR HV TES. AwAlAmmij= 1e & MANSA Y WOOD WALL MOUNTING A, 8, C, D, E, F, K & L. M' N'8 . P. Q. R. V. FLOOR /CEILING MOUNTING G. H. I & J. T. U. W & X. tO HV BLADE ONLY osmmw cT .cm. (ASSA i% 069) 9444 N.W. 1361 STREET. SUITE 61 MIAMI, Fl. 33172 PH. (305)966-6281. FAX (SOS)463 -0129 OR one • • • • ••• • I �0611 :.; PRODUCPREVISED 0 om plyl" with the Fk W% bwdlq AemWc PtWoMCGEW P.E. r ALL PDIQTS SOLID -SET BLUE TAP W/ CAP TAPPER+ ♦ SEE UNDOMM OF USE MR NAAOE Ww 26 i1 , ► •.` _ .► 1. . *p ON ANCHOR REQUIREMENT POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. TO SIRISTRATE SHALL E AS FOLLOM (A)' TO OUMMli POURED CANCiJ:TE: (18n. fa - 3 WO g/4 TAP le OR rAPCONI MIITm 'IFI�ADFnRM IECBNOLOGY ats2fotts, a9 MANItFACR1RFD BY LLW. DVUDDf. W fa . 3 Iatl) /4' ALL TAP R+ AA. OR ANY OTHER APPROVED LNCEF6£D OR AUTHO,iQm VEFEIINL RE6ID1E70JD WITH 7FLE ANE>BrNI SHUTTER SYSTEMS ASSOCUUION. IYC. (Mk. fa - 3 ken NO� MOINII EHBEOMENT WO POURED CONd M OF TAPCON OR TAPCON WITH ADVANCED THREAWM TOp0i0L06Y ACNM AND TAPPER+ ANCHORS IS 13/4•. AND PCt BILLE TAP W/ CAP ANCHORS 6 1 912-. A2) MINMNSI EMINDMENT Of 1/40 x 3/4' ALL POM SDLW -SU ANMRS SHALL E 71S' Mro 1HE POLIRED CCRCRETE NO EMSEDMElff INTO BTUr.Iro SHALL BE PMWIMa. 1/eO -2D S.S. MOHWE SCRM USED SHALL BE 1 1/2- LONG MINIM SHOW STUCM DW. AND 1• AIHOIUM FOR WADS WITH NO SWCCO. A3) IN CASE THAT PRECAff STONE, PRECAST CONCREM PANELS. PAID OR ANY VENEER E FOM ON THE Emm MALL OR FLOOR, ANC UM SHAM BE LDNB i WVM TO REACH THE MAN SIt6JOTM BEFBI•IO M WALL Fes. ANCHORAGE MALL BE AS MMM ON NOTES 0.1 as A.2) ABpFtF. HiSfAL1ATi0DLR ON VKfL SWO OR EM WITH OR IVRHOUT METAL SKIDS CONSULT THIS ENfgNEER FOR MIO ENFB W0 ME17•P STLR6 SEE SHEET 280. (e) To E1a4IIN8 N�ac: (ASIA c-eo) - 1/4 °0 TAPCON at TAPPXlN WRH A!>YAHE9 7NNRFADFC8�1 TfSJS�MiLOGI' APX910RS. AS MNOIFA BY 4T.W. 8U!<DEII. - 1/40 x J /4' ALL POORS SpJD -SEL' APB. AS D Bt ALL P'OEi13 1V. DOLT D SPEIYAI.IY t�7PANY. - 1 /a•0 BLUE TAP CONt:RETE ANCH�S W/ OAP AS YANUFACNRED er FLDRroA FASTENERS DUCT. E1C. . 1/4 m TAPPERS ANtRB AS MANICRRIED BY POiI FASt. Ems.. AND DISfRRiUTED BY ALL POINTS 93tE7/. SaT dt SPECIALTY ANY OR ANY OTl63L APAROYED D OR VENDOR fIEGLRTBREO i11TF1 TF6 AMEPoCAII SHUTTER sYSiEALS A55001A7FON, DID. No� UNUM EMBECUM INTO CITE M= OF TAPM. BLUE TAP W/ CAP MCHORS AND TAPPER+ AFB 6 1 1/4' AND TAPCON WITH ACIWNCEO TFBWADFOFOI TMDHWOLM AN04M 6 1'. 82) M@EMUM EiBRD1lENT OF 1/40 x 3/4- ALL PO MS SOLID -SET ANCHIM SHALL BE 04MY EMBEDDID IMO THE ATE B ACC. NO EMNTMMENT •PTO STUCOO SFWLL. SE PERIOTTED. 1/4' 0-20 SS. MAMONE SCREiN USED SHALL BE 1 1/2• LOAD MMOtWJ SHOULD STUCCO DW AND I• UNUM FOR WALLS WITH NO 9W=. B3) IN CASE THAT PRECW SCONE, PRECAST MUMM PANELS. PAVERS OR ANY VENEER BE FOUND ON THE ETOSTMG WALL OR FLOOR AN04M SHALL E LONG ETIDUGH 10 MACH THE MAIN SIRWLIRE BOW SAID WALL FM6HES ANOW AA SHALL BE AS OINCNED ON NOTES B.i) s "LA BCtE. FOR OIDIALIATIONS ON VINYL SWO OR EFS WIHN OR NOTHOUF METAL SKIDS CST THIS ENMNEM FPM ICKATRMI O EIS WITH META. mm SEE am 280. (C)' ANCHORS SLSALL E INSTALLED FOUAM ALL OF THE REC046MG905 AND SPEDMR'AIM OF THE ANCHORS MAM1AiFACRl M ro) SEE SCHEIME BELOW FOR Ede DISTANCE E.D.) VMW SPACM I1aJAfl0I� FOR Moom . . _3? 7 FACTOR ACRW WOE TAPOON UMMMOMMOMEM313 1� =�.3. "1'• + "T "�'Y� IAN. SPACING . .7" ] IC7:.� " "., `Ic • Ir z7 ] (T'nt. & • - 7f�_ /Y �, A ' Mj 0.78 I.O. DA4 0.67 1.0 g• 0.71 [MM - E30MEM31MMOMM 031 - 1.3/; - 3M - Law - .[i.[ o3a - - . fyj - iL7 ©fLL][>•0[�[l[7[�iflll7O[7CS[BO [C1mI000[BC70 [(�mminnnnol ®mm0000[7 [L>1mmOl7[7[10 iL7L�]Q]D000[7 ©m00[7000 ®mmmonnnr� mmmn�r�lovo �nma�nraonlo iilm[L•][.BO[7O [ l [L1•ID00C1B7[7[7 ®6]mfLiQ0E7�E�] mmmonnr�n mmmnonanoQmnonn�mmm000vo �mmnvo[�n mmmoolvne� mmmOO�OC£7 i(7m000OL70 [LSmOO[7OQ1T] 0 ®[I]ODi70[7 EL7mm00E7�70 [ZfiflI170[l[ZO[7 OmIT][7[7t7OLt!7 CLlm[L7[7000LS] ®[L7mfI7isFi7L!70Cf IOmfC70Oi7Lln ®m ©i>tl]t0i7!_'l B3imIDOLT.![]•I;T,]E>! 67m [I][l[lET�7t9C!ClmmQ[70Om ©m.00 .M- mm�rme�mnalrc ><mmno¢�o�a►nmmonor�� ¢>tmmo...= [ ummnimr� [[©rnmmmc»ve�on¢�mriaa UAM..onnn amm""Emi" ® ©n Enm�nnra�rna�rmmnaon� ®mmori� ©�n rr�mri�r�nnlca mml►r�unn.�� mmm� ©umn mmmnnnnn itl miC] DE*:]© nn6 ¢>tmm�oroEan ff�[B�IOC�6*7nQl�'.7i70Q'�7ni>t ©mmmnrz��no u>tm>Qei>�>oc>En mmmn�ono mm>oorUT�mn� ®mr��mca�an s>tm�n��on r�rmnar��orm ® �nmmanann ®mmQOOnnonu�nnn�onmci m ®monolnn mmmn�*aomn ©nn ®mLIE2�iOnnn IZIm ®aGT�OCB10 [Lfm000GT3 ©an me3�ammnnn rr>rma�n�IVOn mmnL�n>onn ®monnann,u>tmmummnn mT£(ff:70[Innn 6fII110t- T�I7ETInn mmr�naQno[ 000L£lEzlnnn mm0[�G*3OOn mmC'3000010 m�i7LT3[7[£!n0 �I£3L'.7F.'7mlOnnn ©mi7E7QOnn �imi7LTIL£1�Tlnn mmmomnnomcmm�oonnomnuonnn m[o ©n»nnn ®t�e�... Mum ... nn mm�ononnL:7im0I701LI� nva ©nn �Zr.7[lf�nCSnCin C7[f7vC*IfT1t7Can [�7ILlE�[Jrl<lEin)0 mmT�nnnnn iamnAmm�n um"Mmonn �Qnnrannn mnnr�xnQnri[>tooavnnn mmmm�nnnnm�maunnom000vnnn macannnn ►raQOr�e�nnn ©mr�or>.a�nn �c�mnnnn�c� mno�a�nnsa n>vv ©noinn ��7I7 n1�0{an gI�II*.31[IL>•nL7Q �'3O[IC�nwO OLT:if.7nOCfC{tn Qi�7F�[!]�lnnn [i100�lk�nnn �amRannniao�mma�nr �u�annnnnmo�r�anoisinmonovnnn >,nnsa ©nd��n�an �[�w�acaQSano �ao�r�noro o ©v ©nulnn uusansaonoim��unorzroa��r >. ©n�rann w m�rannnno[nnr�i�nnnnun�oonnn ©nnnnnn m�n�annlo�n m►�m�nnnn znrisan�anlvn mow�a1o11vaa mmmnnnolol caaonnnsa m»oivninoor ¢>I ©Eu==nnn czUSnonnII�]R7E*�QnlOnn e�avnnnsann�oononnaounnnnnn �]o[>n�nnn mi�a>sarannnn �udanocacrr�r�r�orfano� nnnn�annn�uL�nQOtool(�u�oninnn a> tn�anno[nn�monnornnmrr�unnca<no oo�annonnvoonnn>cann� ©nnnon ac�>sanaolmnnorroromdo nn�acrtoinno PRODUCPREVISED 0 om plyl" with the Fk W% bwdlq AemWc PtWoMCGEW P.E. r ALL PDIQTS SOLID -SET BLUE TAP W/ CAP TAPPER+ ♦ SEE UNDOMM OF USE MR NAAOE Ww 26 i1 , ► •.` _ .► 1. . *p ON ANCHOR REQUIREMENT POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. TO SIRISTRATE SHALL E AS FOLLOM (A)' TO OUMMli POURED CANCiJ:TE: (18n. fa - 3 WO g/4 TAP le OR rAPCONI MIITm 'IFI�ADFnRM IECBNOLOGY ats2fotts, a9 MANItFACR1RFD BY LLW. DVUDDf. W fa . 3 Iatl) /4' ALL TAP R+ AA. OR ANY OTHER APPROVED LNCEF6£D OR AUTHO,iQm VEFEIINL RE6ID1E70JD WITH 7FLE ANE>BrNI SHUTTER SYSTEMS ASSOCUUION. IYC. (Mk. fa - 3 ken NO� MOINII EHBEOMENT WO POURED CONd M OF TAPCON OR TAPCON WITH ADVANCED THREAWM TOp0i0L06Y ACNM AND TAPPER+ ANCHORS IS 13/4•. AND PCt BILLE TAP W/ CAP ANCHORS 6 1 912-. A2) MINMNSI EMINDMENT Of 1/40 x 3/4' ALL POM SDLW -SU ANMRS SHALL E 71S' Mro 1HE POLIRED CCRCRETE NO EMSEDMElff INTO BTUr.Iro SHALL BE PMWIMa. 1/eO -2D S.S. MOHWE SCRM USED SHALL BE 1 1/2- LONG MINIM SHOW STUCM DW. AND 1• AIHOIUM FOR WADS WITH NO SWCCO. A3) IN CASE THAT PRECAff STONE, PRECAST CONCREM PANELS. PAID OR ANY VENEER E FOM ON THE Emm MALL OR FLOOR, ANC UM SHAM BE LDNB i WVM TO REACH THE MAN SIt6JOTM BEFBI•IO M WALL Fes. ANCHORAGE MALL BE AS MMM ON NOTES 0.1 as A.2) ABpFtF. HiSfAL1ATi0DLR ON VKfL SWO OR EM WITH OR IVRHOUT METAL SKIDS CONSULT THIS ENfgNEER FOR MIO ENFB W0 ME17•P STLR6 SEE SHEET 280. (e) To E1a4IIN8 N�ac: (ASIA c-eo) - 1/4 °0 TAPCON at TAPPXlN WRH A!>YAHE9 7NNRFADFC8�1 TfSJS�MiLOGI' APX910RS. AS MNOIFA BY 4T.W. 8U!<DEII. - 1/40 x J /4' ALL POORS SpJD -SEL' APB. AS D Bt ALL P'OEi13 1V. DOLT D SPEIYAI.IY t�7PANY. - 1 /a•0 BLUE TAP CONt:RETE ANCH�S W/ OAP AS YANUFACNRED er FLDRroA FASTENERS DUCT. E1C. . 1/4 m TAPPERS ANtRB AS MANICRRIED BY POiI FASt. Ems.. AND DISfRRiUTED BY ALL POINTS 93tE7/. SaT dt SPECIALTY ANY OR ANY OTl63L APAROYED D OR VENDOR fIEGLRTBREO i11TF1 TF6 AMEPoCAII SHUTTER sYSiEALS A55001A7FON, DID. No� UNUM EMBECUM INTO CITE M= OF TAPM. BLUE TAP W/ CAP MCHORS AND TAPPER+ AFB 6 1 1/4' AND TAPCON WITH ACIWNCEO TFBWADFOFOI TMDHWOLM AN04M 6 1'. 82) M@EMUM EiBRD1lENT OF 1/40 x 3/4- ALL PO MS SOLID -SET ANCHIM SHALL BE 04MY EMBEDDID IMO THE ATE B ACC. NO EMNTMMENT •PTO STUCOO SFWLL. SE PERIOTTED. 1/4' 0-20 SS. MAMONE SCREiN USED SHALL BE 1 1/2• LOAD MMOtWJ SHOULD STUCCO DW AND I• UNUM FOR WALLS WITH NO 9W=. B3) IN CASE THAT PRECW SCONE, PRECAST MUMM PANELS. PAVERS OR ANY VENEER BE FOUND ON THE ETOSTMG WALL OR FLOOR AN04M SHALL E LONG ETIDUGH 10 MACH THE MAIN SIRWLIRE BOW SAID WALL FM6HES ANOW AA SHALL BE AS OINCNED ON NOTES B.i) s "LA BCtE. FOR OIDIALIATIONS ON VINYL SWO OR EFS WIHN OR NOTHOUF METAL SKIDS CST THIS ENMNEM FPM ICKATRMI O EIS WITH META. mm SEE am 280. (C)' ANCHORS SLSALL E INSTALLED FOUAM ALL OF THE REC046MG905 AND SPEDMR'AIM OF THE ANCHORS MAM1AiFACRl M ro) SEE SCHEIME BELOW FOR Ede DISTANCE E.D.) VMW SPACM I1aJAfl0I� FOR Moom yELZME SPACIND eMtMM MR AMMIt MAXUU M ANCHOR SPACNW ARE MW FOR USE OMIANC S OWICATEO BELOW FOR L M LESS THAN THE INDWED, ROM ANCHOR SPACING BY IWILU M LNG SPACING WON BY THE FFOLUOf OM FACMRL EACH FACTOR ACRW WOE TAPOON au FdNr s� T TAP W/ CAP MOL + DLIANN La IAN. SPACING . MIN, SPACM - 3' SPACING - 3 1 Y UK SPACING - 3' 3 3 4• 4• • KMM Fwa rsrt m ifd 8a•31/2" omom am 18L E0.■2 1/1 , 1 & • mm ON= ED•3 t/T 7f�_ /Y A 1.0 0.78 I.O. DA4 0.67 1.0 g• 0.71 - - 031 - 1.3/; - - - OAS - 112 o3a - - - - om I - ae�1a TILTSL9. Wc. TME co�0 * TLLUT TESTGNG do ENGINEERING COMPANY fy� alas Ntt.. 3M W- Sb. 306 YUMM arW. RAIROA 33 Phmm : (30871 -1N0 . Fax : (',IDB)871 -1531 WALTER a TNJJT Jr. PE .� RAF= Ua. ® 44187 OWME CONTPA= CM. (ASSA 6 589) 9444 N.W. Ift STREET, SURE 61 MMUL FL 33172 PH. (305)988-6281. FAX (305)463 -0129 • 2012 am @ N.V. WX • • • • • •• •• • Hooll MAXIMUh; ANCHOR+ SPACING an.) SCHMUL E FOR A GNEN MAX SHUTTER SPAN. TYPE _NEGATIVE A.S D DESIGN LOAD AND A CORRESPONDING M OWING (SEE MOUNTINGS ON SHEETS 18 '& 19) HV BLADE U B !E�;TF=:;Z ATE 1�1A HIV SOUTHERN PINE No. 2 W/ MIN. 0=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. CDX 765 DOUGLAS FIR W/ MIN. G =0.50 W/ MIN. G @0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN WALL MOUNTINGS CEIUNG MOUNT •T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS (ft) M, N.0 &R FLOOR MOUNTINGS M. N, 0 &R W M, N. 0 &R W &X P &Q w & X* A 3.4 MM Loa? X" DE 1 LOW ASS. t UMO "A. oaf LOAD MM WK AaD I LOAD A SA. DELI WAD A.S.D. f LOAD 30140 BO 75 90 105 30 40 60 75 90 105 30140190 75 80 105 30 40 80 75120 105 30 40 60175190 105 30 40 80 75 90 105 30 40 60 75 90 105 12 10 10 9 8 8 8 6 8 8 6 5 12 10110 9 8 8 6 8 6 8 5 4 12 10 1019 8 8 6 8 8 4.5 4 3 6 5 4 4 4 3 12 10 10 9 8 8 8 8 8 5 4.5 4 12 10 10 9 8 B 8 8 5.5 4,513.513 12 10 1019 8 8 6 8 4.5 3.5 3 2.516 5 4 4 4 3 ' 12 10 10 8 8 8 8 8 5 4 3.5 3 12 10 10 9 8 8 6 8 4.5 3.513 2.5 12 10 1019 8 7 0 5.513.5 3 2 2 6 5 4 4 4 3 8•-p'' 12 10 10 9 8 8.5 8 8 4.5 35 3 12 10 10 9 8 4.5 8 .5 3.5 3 5 2 12 10 1019 '8 3 8 4.513 2 2 - 8 'S 4 4 3.5 - 7'.-0' 12 10 10 9 6.5 4 8 15.514 3 2.5 2 12 10 10 .9 4.5 3 6 5 3 2.512 - 12 10 1017 3 - $ 4 2.5 2 - - 6--5- 4 4 - - 8 -0' 12 10 10 7.5 4.5 3 8 5 3 2.5 2 2 12 10 10 5.613 - 5.5 4 2.5 2 2 - 12 1011014 - - 4.513 2 - - 6__5 4 - - - 8' -0' 12 10 10 5 3.5 - 8 4.5 3 2 2 - 12110 8.5 4 - - 5 .5 2.5 2 - - 12 1014 5 - - .4 3 2 - - 6 5 3.5 - - - 10' -0° 12 10 7S 4 - - S 4 2 5 2 - - 12 10 5.5 3-1- - 4.5 3 2 10 3 - - - 3.5 - - - - 8 5 11' -0• 12 10 5.5 - - - 5 .5 2 - - - 12 10 4 - - = 4 3 2 10 - - - 3 .5 - - - - $ 5 12' -0' 12 10 4.5 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 .5 - 10 - - - - 3 2 - - - - 6 5 13'-0° 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 S - 1-112 7 - - - 2 5 2 - 6 8 4 3 14'-0° 12 10 - - - - 4 3 - - - 12 7 - - - - 3 2 - 5 - - - 2 5 2 - - - - 15' -0° 12 - - - - - 3 5 - - - - - 12 - - - - - 3 - - - 2 12 - - - - - 3 - - - - - 12 - - - - - 2.5 PRODUC f UVISED a, cangdsms with the F]aria Tmhling Code Am*um COUNTY JP.E. 02012 lum. w- T LlEco,bT:. TILUT TESTING & ENGINkiRING COMPANY @05 na. M,. 8L. Va 3= VIMM GWDM nOM 33 phm : (3X5)871 -1LaD . ft : (3071 -1531 ED-1e WAlTET1 A TLLfT I. P.E. FLORM Lie. / "167 ♦ B<ADESE£ Ams OF � W8 UZ OF SHEET 28 OSMURM 00INTRA07'OR • okei (ASSA # 389) 9444 N.W. 13th STREET, SURE 61 • MIAMI. FL 33172 • ••• PH. (3w )986 -6281. FAX (305)483-0:128 EASTERN VEfAY WUP%4 INC. HV BLADE OR a) HV BLADE W/ 1�1A HIV WINDOW BLADE WORKING IN UNISON* 02012 lum. w- T LlEco,bT:. TILUT TESTING & ENGINkiRING COMPANY @05 na. M,. 8L. Va 3= VIMM GWDM nOM 33 phm : (3X5)871 -1LaD . ft : (3071 -1531 ED-1e WAlTET1 A TLLfT I. P.E. FLORM Lie. / "167 ♦ B<ADESE£ Ams OF � W8 UZ OF SHEET 28 OSMURM 00INTRA07'OR • okei (ASSA # 389) 9444 N.W. 13th STREET, SURE 61 • MIAMI. FL 33172 • ••• PH. (3w )986 -6281. FAX (305)483-0:128 EASTERN VEfAY WUP%4 INC. � � E m 11 rw iyvm DATe DR+OSt ersFS ,s Af 765 19 19 ayfe {fs • U NG No ' • . itna� ••• • • • • ••• • • • • • �• 00: • • • • i•••i (SEE MOUNTINGS ON SHEET 19) MAXIMUM. SPAN 00 U B �T FEAT E SOUT/HERN PINE No. W 2 DO MIENS. FlROWS�. DOt� G =0.50 SPRUCE PINE W/ N.OG 0.43 SPRUCE PINE W��MI . -0.36 mo. WALL MOUNTINGS $ v B.O. WALL M VUNMW & B.O. WA L M Y NTNGS & WVM ASA DESOM ILAD ASA 0»TL LOW "M MM k" mm LOAD 30 40 60175190 i•••i 105 30 140 160175 1901105130 • 40 60175 190 1105 3'-u OR LESS 12 is 12 112 112 12 1a 12 12 12 12 112112 12 12 112112 112 4' -O' 12 12'12 12 112 12 12 1x 12 12 12112112 12 12 112112 112 12 12 12 12 112 12 12 112112 12 12112112 12 12T1_2 1. 10 8' -O° 12 112 12 12 12 112 12 12 12 12 12 12 12112 12 12 0149-518 7' -01 12 12 12 12 12 12 12 12 112 12 12 10 12 12 121101-8 18 W-O 12 12 12 12 12 12 12 _i_2112 12 10.5 9 12 12 11 8.517 17 9' -0' Tx 12 92 12 12 0. 12 12112 11 9 8 12 12 9.5 7.516.516 101x° 12 12 12 11.5 9.5 12 12112 10 8 7 12 12 8.5 7 65.5 11'-0' 12 12 12 12 10 8.5 12 12 1. 9 7.5 6.5 12 12 8 6 5 5 12'-0° 12 12 12 1 9.5 8 12 12 0. 8 7 6 12 11 7 B 5 4.5 13'-0- 12 12 12 0. 8.5 7.5 12 12 9.5 7.5 6 5 5 12 10 6.5 5 4.5 4 14'-0° 12 12 92 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 12 12 11 9 7.5 5 12 1218 8.5 5.5 3.5 1.5 8.5 6 4.5 4 3 16'- - 12 12 0. 8.5 8.5 4 J. 12 8 8 .5 3 11 8 55 4 3 - HV BLADE ONLY ♦ NOTES (Sd Ah4: ORS REOUIREM TRATES 1. ANCHORS TO MI.. FLOOR OR =M WOOD SOFFIT OWL BE AS FOIJ.fYNS+ - 1/4 *0 TAPCON OR 7APOON WRH AMUCED MMADSM =HNOL= ANCHORS, AS WXMC J= By LT.W. WADEX W/ MOBMUM TNRFADW PENflAA M AS N=M AT EACH SECTION ON SHEEIS 1B & 11L EXCEFM : SEE NOTE 2 BELOW. . Z ANCHdRS TO HOLLOW CEILING SHALL BE AS PER MOUNTNB TYPE U. SHFBT 19 AND SHAD. CONSW OF TAO rTS AS PER NDS 2009 SPECRICATIONS. 3. SUBSTRATE SHALL CDI w OF im FOLUREMT°.. -SOMRN POM Na 2 W/ 00.88 OL") - DOUGLAS FIR W/ R=0.8O OLD-%) -VRL0E PINE FIR NORTH W/ 0=0.43 QUM) -VMM PIKE FIR SOUTH W/ G-OJS KUL) _" 1/2° COX PLMW= (1M APA) .4. ANCHORS SMALL BE NM4LLED FOLLOW= ALL OF THE T fb9647==S AND OF THE �,�, 015: T0.1t�0. B(C. � � °r'• CONTRACTOR Cori: icdiofi ter System F'RCIDUC T REVISED dw ' L E Q / N C . (A13A $ 889 oga,s,rlr'.ugx'ttStGeFbvkTS ) Y. 81�DE 1 W .� T/ H.V. 1 & H.Y. bwdlne,C d. lip'm O T" OATS OIZlS9ti BT,FS A.B. ENO 'O VWT TESTING & ENOINEERWO COMPANY 9444 N.W. 1381 STREET. SUITE 61 r• 1 Q3 19 12 ` MS IM SO,. St, Su. 3M VWM" FlOM M MWA FL 33172 • er Phan• : (Wa)e- ASTO.. Fm : ( TI -1831 • • • 2 • WING No $° »...„ „..•• ®e�° PH. (305)986 -6281. FFAX (3o5)ae3! o gs • . 01 . -062 •��"� %Qy{�, wAtTEa A TauT k. P.S. • S • • SHEET F MIAMI -DADE COUNTY P.E. S RE/DATE LORSm 411w e 7 ••• • • • • ••• • • i•••i i s ••• • i i•••i • • ••• • • .� _ IIW TO GLASS tON SHM 12)12) SCHEDULE. I raw WOOD Re". SCHEDIA.B ON SHEET 16) N 1 viz I �il ■ _:��" i ): _ l�� 1 ON SHEET 12) I 1141lf s3 /4' S.S. is'A•��;, v, MACHDff SCREWS W/ 1a °oc. � I MK TO t--- tm zors /a• ss. wz*oNE scrYS oasTao am s a• -w Hors • ,z• o.a GIAS-1 am ® I M1 1� r t• f 2 °z4° CM. SILL PLATE REO'D. I ® k IRA (SEE SCHEDULE ON %w 16) INSTALLATION MK SEPAPAIGN TO MASS ' SCHEDULE Il 11 El�l ON SHEET 12) US[NO 1/4-t-20 NUM m T1 40 TAPCON OR `,1/40 TAPCON OR — - -'� 11" �'' ';'A;CU WITH AM= TAPCOH WITH ADVANCED THRFADFORM iECMDIDL00Y ',k lY-SE 2 -„4- PIKE aF THREADFOW TECHNOLOGY W/ 1/ Mtn. PENETRA7,OrJ OF T0�1 TECkgJ01.OQY 1 -SEE SHEET 4 FOR TYPICAL SILL FATE RI 11/2' AAn. PENQR.IT�7 tx THREdDED / 1 2° Min. POMPAM OF SKUrNR AS 1.Y. iJ�TFPffADm AREA AREA D1TO PLYWOOD. - AREA DJIo PLYWOOD. 2- LOLtNRND smom CAN BE MM*WM OF WOOD PLATE ." (SEE SCHED,A.E oN SIM 18) DMING MIN. r:t4- (SEE SCHEDULE ON SHEET 16) COM®NED IN ANY War To iy tTNlSt 1/r MIL COX PLYWOOD REDO. O 18- O.C. MAX REOb. SU,T ANY D�TALLMION. ( SCHEDULE ON SLEET i8) PLYWOOD TO BE ATTACHED W 1/2- MUL CDx Wall FBV�N Mme 2-,:4• STUDS O 1s• oC MAX. REOro. SRW tN ACCORDANCE WBH PLYWOOD REoro. ® NV WALL SILL INSTALLATION PLYW✓�D TO SE ATTACHED W SNDS IN ACCORDANCE SMION 2522 of THE F.B.C. ♦SEE 1 OF ILg OF WI1H SECTION 2322 OF THE F.B.C. - BUDE ON SHFFfT 28 ©� WALL SILL INSTALLeTiON ®� WALL SiLL INST i sTION FLORIDA D Ni h CBI Hurricane Zone m012 TPLUM NM • ® 2812 &A INC. OSMAW CONIR:#M COW. ' •Acconuoa miin" -6ystem PRODUCrutvLS D IL E c o �I��. cam► , v Ka #I Ii OR W/O IN IE & KV Bl.amp,ylaA :.•,m mo e 4a6din2 Cone RExNO L9,SCRRIPTIOt1 • OATE , 811E A.o. AcccpcaaxNo Y * Mw TESTING & ENGINEMNO COMPANY 9444 M.W. 13th STREET. .SUITE •61 • • • 1 1 03/te /12 Dam em La. mh sw s. 3m v, mA ate n an MM, FL 3311 • Y PIwm (30)M -,830 . Fax : (508 71 -,as, • • • • t�iA4�iNO No I , 1�1 Y60 e-mau: tflteeo0aoloan PH. 308 986 -6281, FAX 308 3 -61 • > �a ED-00wis ( >� *a �2 062 WALTER A. OLUr Jr. P.E MWA -DADE CDUWTY P.E� RE /DATE nOfM"° $ 441a' 8 •• yI W 20 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD BUILDINGS FOR J) HV & 9 HV♦ BLADES (AS APPLICABLE INSTALLATION DETAILS ON EXISTING WOOD WITH HV BLADE AJAX SHUTTER _ nut V QUAI I Rc SPAN L+ OR L— FOR INSTALLATIONS INTO SEE SHEET-28--FOR—AM i mmm TA 115.0 nsf. A_S.D. DESIGN LOAD. .� _ IIW TO GLASS tON SHM 12)12) SCHEDULE. I raw WOOD Re". SCHEDIA.B ON SHEET 16) N 1 viz I �il ■ _:��" i ): _ l�� 1 ON SHEET 12) I 1141lf s3 /4' S.S. is'A•��;, v, MACHDff SCREWS W/ 1a °oc. � I MK TO t--- tm zors /a• ss. wz*oNE scrYS oasTao am s a• -w Hors • ,z• o.a GIAS-1 am ® I M1 1� r t• f 2 °z4° CM. SILL PLATE REO'D. I ® k IRA (SEE SCHEDULE ON %w 16) INSTALLATION MK SEPAPAIGN TO MASS ' SCHEDULE Il 11 El�l ON SHEET 12) US[NO 1/4-t-20 NUM m T1 40 TAPCON OR `,1/40 TAPCON OR — - -'� 11" �'' ';'A;CU WITH AM= TAPCOH WITH ADVANCED THRFADFORM iECMDIDL00Y ',k lY-SE 2 -„4- PIKE aF THREADFOW TECHNOLOGY W/ 1/ Mtn. PENETRA7,OrJ OF T0�1 TECkgJ01.OQY 1 -SEE SHEET 4 FOR TYPICAL SILL FATE RI 11/2' AAn. PENQR.IT�7 tx THREdDED / 1 2° Min. POMPAM OF SKUrNR AS 1.Y. iJ�TFPffADm AREA AREA D1TO PLYWOOD. - AREA DJIo PLYWOOD. 2- LOLtNRND smom CAN BE MM*WM OF WOOD PLATE ." (SEE SCHED,A.E oN SIM 18) DMING MIN. r:t4- (SEE SCHEDULE ON SHEET 16) COM®NED IN ANY War To iy tTNlSt 1/r MIL COX PLYWOOD REDO. O 18- O.C. MAX REOb. SU,T ANY D�TALLMION. ( SCHEDULE ON SLEET i8) PLYWOOD TO BE ATTACHED W 1/2- MUL CDx Wall FBV�N Mme 2-,:4• STUDS O 1s• oC MAX. REOro. SRW tN ACCORDANCE WBH PLYWOOD REoro. ® NV WALL SILL INSTALLATION PLYW✓�D TO SE ATTACHED W SNDS IN ACCORDANCE SMION 2522 of THE F.B.C. ♦SEE 1 OF ILg OF WI1H SECTION 2322 OF THE F.B.C. - BUDE ON SHFFfT 28 ©� WALL SILL INSTALLeTiON ®� WALL SiLL INST i sTION FLORIDA D Ni h CBI Hurricane Zone m012 TPLUM NM • ® 2812 &A INC. OSMAW CONIR:#M COW. ' •Acconuoa miin" -6ystem PRODUCrutvLS D IL E c o �I��. cam► , v Ka #I Ii OR W/O IN IE & KV Bl.amp,ylaA :.•,m mo e 4a6din2 Cone RExNO L9,SCRRIPTIOt1 • OATE , 811E A.o. AcccpcaaxNo Y * Mw TESTING & ENGINEMNO COMPANY 9444 M.W. 13th STREET. .SUITE •61 • • • 1 1 03/te /12 Dam em La. mh sw s. 3m v, mA ate n an MM, FL 3311 • Y PIwm (30)M -,830 . Fax : (508 71 -,as, • • • • t�iA4�iNO No I , 1�1 Y60 e-mau: tflteeo0aoloan PH. 308 986 -6281, FAX 308 3 -61 • > �a ED-00wis ( >� *a �2 062 WALTER A. OLUr Jr. P.E MWA -DADE CDUWTY P.E� RE /DATE nOfM"° $ 441a' 8 •• yI W 20 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ibafR S.S. ON SHM 177 1. Aft P T HFA –L� 0 1/ 114.-20 MRS i O D.C. I EXWRNOlaX 2'x4" E7 S-"II i@AM RM'D NW. SEPARATM GLASS Ij To GLASS 1 (SEE Sam= ON MEET 14) US HY WALL HEADER_INSTAI.LAWN 1 -5EE SHFiT 4 FGLt TYPICAL SHUTTER A'�I�Y, R a4WAY ANY DiSTALlA110N. B MN. SEPARATION —(SEE SCI4EAE ON SHEET 12) EXL9 LA 1 1 1 1 I I I cLASS'"'I I le' Arruv,oW EXOM WOOD TRUSSES OR RAFTER ® 24• Mo. REWIRED E74STMIG SOFFIT 3/4 MM 714C or ©� ® t'x4'xt/a' COW. AWN. TUBE (8t�s -Te ALLOY) w/ (u'7 8 /T.6r UtG SCREXS To EACH RAFTER OR TRUSS. LOCATE LAG SCRENS AT Nmvm" OF Exw= WOOD NENem (2' 1Dt. NCI. WERH) W/ 2. 1Hn. PO4ETPAYM OF THREADED AREA. VALID FOR NAWS L702 A D P A ND 9'-0° NA1{. SPAN. THS DiSTNJA'DGL4 � OXLY YAt� i OR ®' FOR WOOD 1/ NIX. SPECIFIC GL#AW11' OF p80 AS OOU. FIRR EQUAL FsaE 1 ' I I I I 1 I , c bw WOOD FMISH ALLOM) mi ^' OT' 17FGL EWO �P � .r ,s �.w 1/40 TAPCAN OR TAPCON WITH AOYAN= THt N TECW4M'06Y -� (us ON SHEET ia) ,�j _ t90B7DT1T OF WOOD PLATE 1/ !/2' Ntn. F'a1E7R/ULOX OF 11NEAOEO ARFA a4TO WOOD DEML M ON *w 1 F) (SEE �Emd a off sHECT 16) SW � ON • 1J1�AO>Er 2s QX HV WALJC --OVER _IN��- - - QV HY WALL SILL INSTALLATION ® FLORIDA MlILDlNO CODE RI h VeWeily hurricane Zone ` 0=2 7mum 6W. 2012 EASDIWI.METAL SUPPLY. MC. • Are . > sfal dr System PRODUC r REVtSED IL E C O INC. (�L t 569) iCl /Rr 0 Q.V. de H.Y. maaE. M eomsiyieg wild ti,e tea. AccepoeeeNwo 2103%!W TILLIT TESTING s ENGINEERING COMPANY 9444 N W. 13th STREET " SURE 61 , OLD M-165 03/19/12 aaE, 06/16/12 lug NAL 38tH. et, VraM GUMM FLOWA =19 MIAMI, FL 33172 2 DRAWING No d•� Pimns : (308)877 -1530 . Fas , (d�)871 -1831 lPnx 4i 4o e-" �� ®u1e0O 0�^f8 PH. (308)966 -6281, FAX (308)46311129 12r-062 ' �` –•�^" FLORMA Ur. // 44167 • • 1 y • MIAMI -DADE COUNTY P.E. /DATE • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • (AS A ou FM m� 10L COX W.T.ODO. WK tea) e e SJI.B. •1806 SO: MV& X FOR sm CONNM M TO TRAM it•� CONNECTION DETAIL ® e>u61uu+ V OR TAP= 7-1 taenac — •1 11 g E 6 MUM MX FW SMG MAW TtMI'1r -o' I ♦ SEE UMJJjr=S OF USE OF SLADE (1!� ON SHEET 28 ®v v •® ®•®°�• ® VIEW ,f.,if1L7 DETAIL Y END CONNECTION DM ® END .CONNECTION DETAI! ® fL�2i3Yt�0 FLORIDA GILDING CODE Algh Veloc4y Hurricane Zone �eom1>h �Ftertas 1su1dM3 Carta T, rn�a MIAMI —DADE COUNTY nji� 1k s9y„•,,ct�1/�Q',.+'� .�` �i P. E/DATE =12 TOM ata �� C INC. • • aT19 COOR • �' (MA #, 568) 8444 N.W. 13th STRUT, SURE 81 MIAMI. FL 33172 • • • PH. (30 )986 -6281. FAX (305)463 -1;b • 12•FAST9lPI MBFAL 0VPQL*4C. • .A'aCoLdit3n V. III RV *tq�*System #1 wl OR w O H:4. arm► ON do H.V. WDE T(WT TESMS & ENMEEMNO COMPANY tW N.W. 9.h. 6,, Sbe M. V WHOM FUN= 9„ Ph=, t 09)671 -189D . Fax: (90871 -1891 My� 1° 6 '1 MA- P. RWM LI& // 441U OLVAD ocsmrm I 6AU DPANN i tF A.O. 1 185 1113/19117 . Hate: 03/1s //2 v4vmG Na `062 •9 • a . . . • SNEU 20 OF e R CCOONNECTION 1 MAILS 0 SHEET 24 TYP. FULL HEIGHT. (t 11:3 PRODUCPRVAM EDN�a aNB ft Fu" AncpsmeaNa �� 7� MIW —DADE COUNTY P.E. * NOTES ON HD LOCKS AND CENTERMMS: 1. MANDATORY CONDITION i 1: ONE (3) H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMXTES, AND OR AN INSIDE OR`OUTSIDETLOCK, ELEVATION. TTACHED Z(A HEAVY DUTY SYMMETRICAL CENTER TES WITH (3) #B x 3/8° LONG FLAT HEAD S.S. M.S. LOCKING RODS FARE NOT MANDATORY, i.e. THEY ARE. COMPLETELY OPTIONAL. 2. MANDATORY 00NDITION d 2: LOCATION OF A-A H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105 °. (3 H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12' ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105*. ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. / — IL E C O �� . . TILUT TESTING & ENGINEERING COMPANY x798 a7L 388.. a. 9L. M. VMS% . RASA 33 Phm : (3*�'it— ! . Fa:: 130)871 -1531 a—maW MtewOOW.aorn Ee- 000s7t9 WALTM A. TaW Jr. P.E. FUMA Ua. / 44187 =NOE CMUROft cR*. • �ccoid (ASSA # 569) V. Bwl x 01 w OR 9444 NX 11�+ ST eeVITE ej g au s PH. (305 86- 6281,•FAZ (300 #63 -012$ R ' • • I METAL SUPPLY. M - MA—WTM I Shutter System B.Y. am BADE & H.Y. BADE DRAWING No • • • • • • • • • • 000 • • • ••• • • I METAL SUPPLY. M - MA—WTM I Shutter System B.Y. am BADE & H.Y. BADE DRAWING No ANCHORS ACIM L I] EDGE OF Eq Eck APPLICABLE */... II� III "��uE: �►iE1 III - �I - -� H -! I �'stttttttt�11l1 / L/ MASS mmqG WA. wwwm �� ownu �� C1 .� -1 7714 F5 I• OF 11 ® HD WALX -; -OVER INSTALLATION �0 �� 1 I� I 1111111111111 _ ��.._ • t] .�/ // c� ./� p 12V /�rI/ // irri��wsr r�i 1 M14 i In HIN WASHWt SCIONS EW OF APPLICASUE am 7atm W- — - - � • • • GO 9912•EAWM bWX SUPPLY. W" • '�,y'••'' °v� �� • •• • NV • • •��!A TM •� �rd�on 9 �•r o .E CMA00 -CORD. Shutter System MOM f REVISED es tsaa$ alsa •• G 1 N C . (ASSA >p 589) d. WMAMDE 11 wl 009 W H.V. VA dt Rd. TILUT TESTING & EN6ITIEE WG COMPANY • {fcidin =Cade AaePtau� Pte [Daft a NCKtb I DESOMION DAIf I GRANN 841 9444 N.W. 13th STREET• •4") M 63 • t. • OLWD 19 1 oAt� w /ts /ta • • • � QVW= FUMA 331M Ph«• : (fit —tsao : Fm.:.(JOS)871 —test MU11411. Fq 331729 • • •' • • a • • • ORMAM No PH. (305)988- -MI, %'4(30lQ 1 12 -062 •• • • '�•��+. •• w • ••• • • num A. Tw Jr. PE ' UQ i 44167 • • • S • • i SHEEP • MIAMI —DADE COUNTY P.E. SEAT. /SIGNATURE DATE s • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O.m (O xVBl our SYMMETRICAL HD CENTERMATES W / -U` LOCK EXTERIOR) t j L3-l;j - 7:5 OR - PRQDUC f REVOW mseomitiyUtgwNAiheFia+ida bdltliM; C,ulc AmgaaarnNO t_ MIAMI —DADE COUNTY Nr f c3 �y * - .W¢ 741 = ems. - �-rl L E C O i me a 0 • • : o E � b (ASSA # 589) 9444 N.W. 1 69, iL�e�� •� • • • • • • PH. (305)988 -82811 k�x (- i4A —ot�, • • • �� -% ^fi . }. •� '.jl - TIWT TESTING &'ENGINEERING compANY OM NA s0. :a.. sm. M WMM ¢OMM 33, Pimm : (303)371 -1= . fax : (MMO71 -1531 A ,'a" I WAUM TIWT I. PZ Fa u` aae� I•.veb -A! -1,11 • E 9d-1�r • 03 19 12 care 03/1e /12 DRAWING NO 12 -062 P.E. /DATE I t H • • : • • • • 23 E F a • • • • • • ••• • • O.m (O xVBl our SYMMETRICAL HD CENTERMATES W / -U` LOCK EXTERIOR) t j L3-l;j - 7:5 OR - PRQDUC f REVOW mseomitiyUtgwNAiheFia+ida bdltliM; C,ulc AmgaaarnNO t_ MIAMI —DADE COUNTY Nr f c3 �y * - .W¢ 741 = ems. - �-rl L E C O i me a 0 • • : o E � b (ASSA # 589) 9444 N.W. 1 69, iL�e�� •� • • • • • • PH. (305)988 -82811 k�x (- i4A —ot�, • • • • • ®!t2 !%LMM NEPAL SUPPLY. INC. • AeMrdion Shutter System V. &a 1 G Cat W N.Y. Wl1DDW BIhDE dt H.V. RM 11 - TIWT TESTING &'ENGINEERING compANY OM NA s0. :a.. sm. M WMM ¢OMM 33, Pimm : (303)371 -1= . fax : (MMO71 -1531 A ,'a" I WAUM TIWT I. PZ Fa u` aae� I•.veb OAie Daasm at4F AQ • E 9d-1�r • 03 19 12 care 03/1e /12 DRAWING NO 12 -062 P.E. /DATE •� • • : • • • • 23 E F a • • • • • • • • • • • • ••• • • • ••• • • � CONNECTION t O oR ®(Ct V + OOR END CONNECTION DETAIL (1 POURED CONCRETE OR /7f FETE HOOK WALL — �EXISTORG GLASS - li. � H 'ry] POURED CONCRETE CONCRETE OR CONCRETE WAU. aEqu�REp MOCK WALL mu1REO �EXISRNG GLASS — MOSTINC GLASS —A -S et5i �PaRa7toN SEPARATION IOSEl TO (SEE SCHEDULE SHEET 25 ON SHEEP 25) 1/2' -lt�E I ON T' i I +USE 1' OR 2" 1WX. _ - - - -- (AS APPLfAB18b:'L'0181.W -2- i ALUMONLIM ----- 4 (�T -TS S CUP E .J (1) 814xi /2- S.MS TO a & (2)1/4 *0 TAPCONS ANCHM TO SEE DETAIL X �M/ WALL AT 1' SIDE CONNECTION ® I�THER SICK OF�4 )ATE AT ® TO TRACKS SEE MAO. X s 7 OR® + OR PTO IN H11 C CONCRETE OR CONCRETE BLOCK WALL REQUIRED r wN EMSTINQrGLASS' �t � �TION TO CLASS (SEE SMMXAE ON SHEET 25 6D OdR @oR@ + ®OR W+ U END CONNECT 0 DETAIL ♦. REQUIRED OMY FOR SPANS GREATER THAN tr-O• OR® Q.G. t��eAtw POURED CONCRETE OR DOD@ OR@ L CONCRETE BLOCK WALL REQUIRED ANGH 018•oC EXISTING CLASS 5 2' reN E I____S EQ �� ,/,8 "x7• MAX. ( END INSTALLATION (SEE ALE ALL9C711M Leff SDE ON SHEET 25) FLOE (LLOCATE � GF 8) OF� t/2' MIL 2 WAL SUPPLY. INC. ' • ABcordton Shutter System 0,axi z• arts PROOUCfREV991M vft the Aomws -o .as >0lEb°l., MIAMI —DADE COUNN AN � •�- '�•+..,.o•”' �0� P. E. /DATE �L E C'O INC. o to oa V. Mff #1 w OR W/O N V.' 00 Ma & KV. BLADE fl T'WJT T�5'fINB & EN6INEERINO COMPANY t►t� xx . ,ma s„ Phow : (30!"71 -Rasp . Pux : ( , —IWI PLORm., Ua. i Rsttn � CONNECTION t O oR ®(Ct V + OOR END CONNECTION DETAIL (1 POURED CONCRETE OR /7f FETE HOOK WALL — �EXISTORG GLASS - li. � H 'ry] POURED CONCRETE CONCRETE OR CONCRETE WAU. aEqu�REp MOCK WALL mu1REO �EXISRNG GLASS — MOSTINC GLASS —A -S et5i �PaRa7toN SEPARATION IOSEl TO (SEE SCHEDULE SHEET 25 ON SHEEP 25) 1/2' -lt�E I ON T' i I +USE 1' OR 2" 1WX. _ - - - -- (AS APPLfAB18b:'L'0181.W -2- i ALUMONLIM ----- 4 (�T -TS S CUP E .J (1) 814xi /2- S.MS TO a & (2)1/4 *0 TAPCONS ANCHM TO SEE DETAIL X �M/ WALL AT 1' SIDE CONNECTION ® I�THER SICK OF�4 )ATE AT ® TO TRACKS SEE MAO. X s 7 OR® + OR PTO IN H11 C CONCRETE OR CONCRETE BLOCK WALL REQUIRED r wN EMSTINQrGLASS' �t � �TION TO CLASS (SEE SMMXAE ON SHEET 25 6D OdR @oR@ + ®OR W+ U END CONNECT 0 DETAIL ♦. REQUIRED OMY FOR SPANS GREATER THAN tr-O• OR® Q.G. t��eAtw u - -�-- --- DOD@ OR@ L 2" ems. PLAN X 5 RETAIL END INSTALLATION &R @011 s +ON ®+ END CONNECTION DETAIL 5O s oR® s +Qo+ END CONNECTION DETAIL ® HV SLADE INTO CONCRETE OR CONCRETE BLOCK WALL. • • FlhMDA BIIILRINO.CQDE Agh Velocity Nunicane Zone - 02M Tat. a- - - • • - .. mum ooNT MIM t WO 2 WAL SUPPLY. INC. ' • ABcordton Shutter System PROOUCfREV991M vft the Aomws -o .as >0lEb°l., MIAMI —DADE COUNN AN � •�- '�•+..,.o•”' �0� P. E. /DATE �L E C'O INC. (ASST, # 989) saga N.W. 13tn.5TRE6f. SULTE 8a. L,owu. 3317 • • • • • PH. (305)M -8281 I & (3h48.1 -01 V. Mff #1 w OR W/O N V.' 00 Ma & KV. BLADE fl T'WJT T�5'fINB & EN6INEERINO COMPANY t►t� xx . ,ma s„ Phow : (30!"71 -Rasp . Pux : ( , —IWI PLORm., Ua. i Rsttn �'�'° �re�,� WP �,/,s „"°' DRIWING No 12-062 •5 ��fl �Xll see 5 SHEET 4 6 MAXIMUM SHUTTER SPAN "L+• OR "L —" (ft.) * INSTALLATIONS W/ HD 31 OR 3 W/ ONE HO & NO LOCKING VIDS MAXIMUM . AS.D. DESIGN LOAD (NOR POURED CONCRETE DWAL ATIONS ALL MOUNTING CONDITIONS AA & EE 2 i2 FdtN MEIN SUPPLY. MC. SO OR LESS Iv-r f -0 34 14!-10r 18•-0' 40 144-4• 117 -10 45 t -ill tr-8' 50 ,s—B• 17'-0• 55 13'-3° 18' -10° p tx -t1 I --r XIS 12!-5• , 70 ,x—g' 14 -11 75 12• -r 14' -0' 80 1x -0" 14-0 85 it -t 3- 80 11'-8• 1 -2 95 t,• -3• tx -, 100 10'-8• 12' -8" 1C8 10'-0' 12' -2• Ito 8•-8' 11• -Ir 118 8' -1• 1r 1- aY it' -8• 125 - , V -r 130 13 - 10-8• 140 - 10' -l4 148 - 101-4• 150 - 10 -r 188 t0 -0" 180 V -10• ISIS - e•-r 170 - 8' -r 175 8•-5° 180 - 8•-e -r 180 - e'-0• ftffi B•-8• (1) I MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSUVE A.SD. DESIGN LOAD. L -: MAX. A .OWABLE SPAN FOR A GNENI NEGATIVE A.S.D DESGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEIUNG: GMEN A POSITIVE A.S.D. DESIGN LOAD, DEIMUKE MAXIMUM SPAN 'L +' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD. OrroaM MAXIMUM SPAN 'L FROM SCHEDULE. FINN. NAIIIUN ALLOWABLE SPAN IS EQUAL TO 7114E HMMM DETERMINED SPAN BETWEEN 'L +" AND 1 - ". (( MNATIONS IN BETWEEN WALL W/ FLOWCEIUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: DETERMINE. Lt +- MAX SPAN FOR WALL MOIJNTM DWTALLAT'K. L2+- WX SPAN FOR FLOOR /CEIlNO MOUNTING DWAL Al,On FOR A GIVEN NEGATIVE A.S.D. DESIGN LQAD: DETE uml Lt -a MAX. SPAN FOR WALL MOUNDING U43,AU MISS. La-- MAX. SPAN FOR FLOOR/CEILNG NOUN= INSTAUATIONS. FINAL MAXIMUM ALLOWABLE SPAN 6 EQUAL TO THE MINIMUM BETWEEN Zt +•. 'U+ °. 'Lt " AND 12-' (4) GO TO ANCHOR SCHEDULE WRH FINAL WXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. n HV BLADE ONLY E ARATION TO CLASS FOR SFflJFlERS ALL ELEVATIONS OF 13UU NG JS 3•. IILSTA ! eL ST_�yM LFODIO PRODUCTftEi� - WWI Aeoe811uxe ODi1PtOdiK4 MIAMI —DADE COUNTY F1Xa8 D OOfPof87E (OW � n AA & EE 2 i2 FdtN MEIN SUPPLY. MC. 88. CC. DO. TILuT TESTING & EWNEERM 0 COMPANY SMS a,I. 3139L sL. S.. 3M v=M 118if m awl n1lo P1mn.: (308)871 -13]0 . Fm:: (0871 -1831 .-mom tagooma=ft T� —�s7,3 WTUT2R A 13u lir. P.C. �oRma $ X1$7 FF & GG PRODUCTftEi� - WWI Aeoe811uxe ODi1PtOdiK4 MIAMI —DADE COUNTY s•'�y'v �` "•'°�' - d * a •.. S �N P.E. SEAL' JDATE 02012 T2]E00. wa - IL EC.O �N�. • • • s 'oR•i`• cASSa $ sse, 9444 N.W. ' 13tlX •STtWo WE 61. M44M1. PL 33172 • s • • • • • PI,. �s0s�es5 -525,. Fgjc c3��ps� —o,�. s • • 2 i2 FdtN MEIN SUPPLY. MC. EST A N TM .- A�cBrdton Shutter System ,N OR W10 ILV.'L4M El TILuT TESTING & EWNEERM 0 COMPANY SMS a,I. 3139L sL. S.. 3M v=M 118if m awl n1lo P1mn.: (308)871 -13]0 . Fm:: (0871 -1831 .-mom tagooma=ft T� —�s7,3 WTUT2R A 13u lir. P.C. �oRma $ X1$7 of 19 t2 IAte. 0 /1e /12 DRAWING NO 12 -062 88 • • • .. 4 3 SHEET e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1(46 rAPtwFI 5,tlrm Tom MAXIMUM MAXCt.11ll'7'CR - - Xt. ANCHO SPAN, - - - CORRESPONDING FOR '1' SPACING (in) SCHEDULE FOR A GIVEN MAXIMUM A.S.D. DESIGN LOAD AND __A_ MOUNTING. TYPE CONCRETE INMLLA 10NS MAXIMUM SPAN (ft) POURED CONCRETE ALL MOUNTINGS AA THRU GO (SHEET 22) USE MAXIMUM VALUES BETWEEN POSDE AND NEGATIVE A.S.D. LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 e' -9` OR LESS B` 4 1/2° 3 1/2° — 12" 8° 6° 4" 3 3/4` UP TO 12' -1" 6" 3 1/2° 3-t — — 10° 8° 4` 4" _ >12' -1" UP TO 18'-0" 4` 3 1/2° — — — 7 1/2° 5 1/2" 4° — — PRODUCfREVEM as eomplylae wIth @m Ems BByyNe/ s .o N(6pW P COUNTY 1P.E. t VAUD ONLY FOR UP TO t0' -0' SPAN i.:1+NM Gi 3ZNNI: A Zi:01II : 4 .zIIb. ;lslllj Z41 + lei. .F Il:.tI (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE (Mtn. f'c - 3192 psi) — 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUWNX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4 °. A2) TO EXISTING .POURED CONCRETE: (Min. Po 209 psi) — 5/16'0 TAPCON XL ANCHORS. AS MANUFACTURED BY I.T.W. BULDEIL MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5 /t6' TAPCON XL ANCHORS IS 2 1/4'. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVER$ OR ANY VENEER BE FOUND.ON THE DUSTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE Ai) ABOVE. FOR INSTALL IONS ON VINYL SANG OR EWS CONSULT THIS ENGNNEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR wNimum REAUIRED EDGE DISTANCE FOR ANCHORS. MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE FOR 1/4'0 TAPCON AND 3 5/8° EDGE OSTANCE FOR 5/16'0 TAPCON XL (Z HV BLADE ONLY 7TIL EGO,Mc. TILLIT TESTING .lk ENGINEERING COMPANY lam RW. 36K SL. R. ,,a. V4WM WOM RMIX 33 pbm : (MS)871 -1890 . FL% : (30)871 -1931 &-mcm fR mmovaleom E3- 000071 9 ,.I.. A TgS1T Jr. PE FIAVA Ua 1 44187 QM WW, (ASSA i 569) • .: 9444 N.W. 13th nvm%.SUrm m' MIMS, FL 33172 PH. (30,9)986 -8281, FAX 6 (30,9)463 -0129 ••• • • • F is f II : rI-: r DRAWING No -- _ _ 1 12-062 • • • . ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• l� I � I� I\ 2,7/r. I _ SEPARMON M BLADE I/ d I _... 1 � I 'TO � �11 �l I w ON it I } ` CLEAR R T� \ \I .0625" - ---- -- -- --- - - - - -- 0825° 1875° 0825 •0825 I 0625" EXTERIOR SECTION _X SCALE: 1 1875° 5 ri SECTION Y—` SCALE: ," m 1° I I SCALE: 3/8 " =1" EXTERIOR_ ELEVO ON SCALE: 1" m 1" TYPICAL HV WINDOW BLADE 1 AND POLYCARBONATE HV WINDOW DETAIL Pc t YCARBONATE IMPACT RESISTANT HV WINDOW BAYER MIAKROLON . 3103 POLYCARBONATE. RESINS, W— STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "r ON SHEET 28). POLYCARSOIATE SOURCES FOR 1'r APPLICABLE I TO Top1 powam T O MAL PROPS STANOW U M MM P1 UBM 103 MM 11: SPECIFIC GRAM ASTM 0792 O.t143 tb/In' 0.043 Ib/In' W WOO= SLAM ASM. DM 9.400 pat. 9,3� Pat FLE)MRAf. STRENGTH AT YMLO ASM 0790 3°y OPEN" 1 13AW P.BJ. .Q ASM 0790 340.000 P.ai. 34SAM paL NOTCHED am ASTM 0298 18 Fr-4b/In 17 FT-lb/In SMOKE DENSITY ASTM 02843 47.2 X ME, A MAX RATE OF BURNING m ED C -1 CUSS C -1 LASS SELF 01MON nAT PORMN 1040 'F 9110 'F OF BLADE _ l� I � I� I\ 2,7/r. I _ SEPARMON M BLADE I/ d I _... 1 � I 'TO � �11 �l I w ON it I } ` CLEAR R T� \ \I .0625" - ---- -- -- --- - - - - -- 0825° 1875° 0825 •0825 I 0625" EXTERIOR SECTION _X SCALE: 1 1875° 5 ri SECTION Y—` SCALE: ," m 1° I I SCALE: 3/8 " =1" EXTERIOR_ ELEVO ON SCALE: 1" m 1" TYPICAL HV WINDOW BLADE 1 AND POLYCARBONATE HV WINDOW DETAIL Pc t YCARBONATE IMPACT RESISTANT HV WINDOW BAYER MIAKROLON . 3103 POLYCARBONATE. RESINS, W— STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "r ON SHEET 28). POLYCARSOIATE SOURCES FOR • APPLICABLE RESULT wM powam T O MAL PROPS STANOW U M MM P1 UBM 103 MM 11: SPECIFIC GRAM ASTM 0792 O.t143 tb/In' 0.043 Ib/In' 7ENSILE YM STRENGTH ASM. DM 9.400 pat. 9,3� Pat FLE)MRAf. STRENGTH AT YMLO ASM 0790 72.300 PAL 13AW P.BJ. FLE)WLLL MOOUI,US- ASM 0790 340.000 P.ai. 34SAM paL NOTCHED am ASTM 0298 18 Fr-4b/In 17 FT-lb/In SMOKE DENSITY ASTM 02843 47.2 X ME, A MAX RATE OF BURNING ASM DOB C -1 CUSS C -1 LASS SELF 01MON ASM 01929 1040 'F 9110 'F ASTM 015 5 TodU STRENGTH AFTER I6EA ASM ON 9302 P.at 8840 PAL TEN9LE STRESS BEFORE WFAIHERINO ASM 838 8481 paT. 8580 paL' •sots ® 2012 EASTERN MEM SUPPLY. WC. ° ,,�► COWPACIM . . �, c}io (butter System PRODOCTR.evTSTaT I L E ,►.O �p�. t tee) • . • 4s�pl t*«ttthe T>AW KK � M. E puepinncs 2-0� �i /Y * TIWT TnrNG & ENGINEERING.CO,APANY 9444 N.w. 13th � ®I RATE oRAprta "Mr tM K•. 38th SL. sa. 3M MUM nMM 331 MTAM, FL 33171 • • • r .� 9B-i • 19 12 GATE Phw : (305$71-t5M . Fm:: MSWI -last 1 DRAWING No PH. 305 988 -6281. FAX 305)483 -0129 A c ) c 12 -062 +p! FLORIDA Lk. a 44167 • •. • • • SHEET' MIN —DADE COUNTY P.E. (DATE • • 6 27 OF 28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ELVAMN WL 99wvm 7O am >;a+� as air u Boa aaee��m 11' 00 a • �.� 1. -x ,. .1!14: _ ! _ [:. i. l i PBGDUCfREvi BD M" fwn tot Fbfift Ameomm N. Z Dab MIAMI -DADE COUNTY 0 rr_ 117 E C O iIm�. TIWT TESTING & ENGINES M COMPANY phww : ( 7, -,&V . Fm:: (305)Vn -1331 WA1.1FR A 10AR 41. P.6 FLORA tie. / 44187 • MARBLE L"iOR CORP .: AA 9444 N.W. 13th =W, V= g1i 1ra1t o MIAM4 FL '33172 • • x PH. (308)888 -6261, FAX (3DOM11 0120 • 4 • IM Shutter • • 0 a • DRAWING No • :12 -062 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �,� tIB100,M B•it 1AS9Y /Y2'x 0.039° itBpt BGe�i. 6-�0 BAtY. 3IEE�.. � NEGLL SIW9 AT 18' O.C. e• o.0 0 WdiU;fA:L■ 9 WAI AF � u � 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. — 75 P.•.f. a. MAX. SHUTTER SPAN: 84° 3. ALLOWED MOUNTING: (q.ON THIS SHEET. 4. ONLY TE 21 A 24 HV ICAL ARE ALLOWED WITH 1 AR GED A METRICAL LAYOUT USE O (a) t6° LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT OR OR INTERIOR ACCESS SIDE OF CENTERMATE. Ban DETAIL HVF IS VALID FOR ^� ' t /2' 2 CENTERMATE a1 APPLICATION WITH BLADE 1Q . Tt YnkFES:' ® O.C. MOE 40 ' lum .O WALL HEADER /SIL iNjULt T0N oA w — — — — — — — — ZEXiSMG GL40 ,-.• ... METRYCAL .. SYMMETRY�CAL SYM 4.3b 43c : ccaITERMATES W! : ';: ''�FNTERMATES WI ennrec cone ��#'YTFRNIR ACCESS SIDE . 1/2' PRODUCFREVISM as c plying •IfA l kdmqcoh Aw / 2 -07 ,� law MIAMI —DADE COUNTY (8° Min.) RMATES \J n NOMI 8083 —T5 ALLOY SEPARATION TO GLASS SCi�EDULE - •�12 11,E 01C. �IL�EC �ou MAX S�� SPAIN • • • • : BENOM HV TM : A�ocdi&4nShutter System V. t DR It N.V. rt NY. TaAx 430 M31/4� I0.0w max Wft o e° O C 44� t' i BBa 0 8° o.C. EXW= 1 • AS FON MR= 4 R T SHEET 28A OF 26 _ oostnac cuss GLAASS 5 1 AS AtflICABI.f n B e• o.0 0 WdiU;fA:L■ 9 WAI AF � u � 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. — 75 P.•.f. a. MAX. SHUTTER SPAN: 84° 3. ALLOWED MOUNTING: (q.ON THIS SHEET. 4. ONLY TE 21 A 24 HV ICAL ARE ALLOWED WITH 1 AR GED A METRICAL LAYOUT USE O (a) t6° LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT OR OR INTERIOR ACCESS SIDE OF CENTERMATE. Ban DETAIL HVF IS VALID FOR ^� ' t /2' 2 CENTERMATE a1 APPLICATION WITH BLADE 1Q . Tt YnkFES:' ® O.C. MOE 40 ' lum .O WALL HEADER /SIL iNjULt T0N oA w — — — — — — — — ZEXiSMG GL40 ,-.• ... METRYCAL .. SYMMETRY�CAL SYM 4.3b 43c : ccaITERMATES W! : ';: ''�FNTERMATES WI ennrec cone ��#'YTFRNIR ACCESS SIDE . 1/2' PRODUCFREVISM as c plying •IfA l kdmqcoh Aw / 2 -07 ,� law MIAMI —DADE COUNTY (8° Min.) RMATES \J n NOMI 8083 —T5 ALLOY SEPARATION TO GLASS SCi�EDULE - DOM= FMW APPS —UCAaE OLFN M + 1' I-" :O- 20X3° BOLT MUST PENETRATE ® t° 1.375'. s, 1/4'0 -20 THREADS ®1 gig ELCO g FAB— LOK_HD COMPONENTS SCALE: 318'- t° Hv HEADER % bw L VIEW y SIDE CONNECTION TO TRACK I 7' L 6 1/2' MM SLACK at eeE SLACK DETAIL HVF FLORID ILDING CODE h V•iooi —Hurricane Hone • 1� NUAL %0*LY, INC, •�12 11,E 01C. �IL�EC �ou MAX S�� SPAIN • • • • : BENOM HV TM : A�ocdi&4nShutter System V. t DR It N.V. rt NY. TaAx TILUT TESTING k ENG NEERBNG COMPANY x.. sau M. s+, am veaeBa ¢+am®�s. 331 Phone : C t -t � . 13 }071 -1631 ®-06 719 Lzm f Jr. 1 RMW WWM A. MW M31/4� W OR LESS OAT[ OAAt61 BYt F A DOM= FMW APPS —UCAaE OLFN M + 1' I-" :O- 20X3° BOLT MUST PENETRATE ® t° 1.375'. s, 1/4'0 -20 THREADS ®1 gig ELCO g FAB— LOK_HD COMPONENTS SCALE: 318'- t° Hv HEADER % bw L VIEW y SIDE CONNECTION TO TRACK I 7' L 6 1/2' MM SLACK at eeE SLACK DETAIL HVF FLORID ILDING CODE h V•iooi —Hurricane Hone • 1� NUAL %0*LY, INC, •�12 11,E 01C. �IL�EC �ou • • .E CONTRA► M QWt {assA # 589) 9444 N.W. 13th STREET. ;LM 61 • MM. FL 331= 006 : PH. (305)9B8 -8281. FAX (30�46� -Otl9 • • • • • • : BENOM HV TM : A�ocdi&4nShutter System V. t DR It N.V. rt NY. TaAx TILUT TESTING k ENG NEERBNG COMPANY x.. sau M. s+, am veaeBa ¢+am®�s. 331 Phone : C t -t � . 13 }071 -1631 ®-06 719 Lzm f Jr. 1 RMW WWM A. MW OAT[ OAAt61 BYt F A i &5 03 19 12 car0: o3 /19 /1 2 • • DRAWING No • • • •12 -062 • 4 • SHEET 28A OF 26 _ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• r±� U° ZQy2��e 0 o HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6' -8" DOUBLE DOOR WITH / WITHOUT SIDELITES p � _ J r �O GENERAL NOTES � Q- 1 . EVALUATED FOR USE IN LOCATIONS ADHERING TO Lll ui () THE FLORIDA BUILDING CODE AND WHERE PRESSURE U7 REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM O �. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 Gi AND SMOKE DEVELOPED INOEX OF 60 PER ASTM E84. a 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT 1�y O JK aW. • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 p DOUBLE DOOR UNIT W SIDELITES a o� AIIdeldlan00 ctibm NNin (/Im . N '? 9 x vl zz� � JN�O. a Q��as� 13 13 1313 C3 1313 1313 1313 1313 ®® 0 L) � � z '^ o lalozzmw . on no • e00 e 0 00 ¢17- . a� �• e� �• :0 04 0.11 N LO lun t�NQ N Np_ N -�� N SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNR SINGLE DOOR UNIT W /SIDELITES DOUBLE OOQR UNR•YVSID�ISTES� • • • • • e•• c WITH SIDELITE WITH SIDELITE • • • • • • • • • w O U m ¢ z •• ••• •• • • • •• ,,// /�,j oATe 217 1/05 see 4 •� i •�i • • M.T.S. • • • • • • �: SWS • • • • • • X0 75" i i • • i • i XIjRT �3AtAZOr�c No, • • • • FLORID* 8f• • • High Dam Threshold Design $56533 DWG- MA- FL0120 -05 sNEET 1 of 3 TABLE OF CONTENTS SHEET � DESCRIPTION 1 CAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCATIONS !k DETAILS SELF IGNITION TEMP ASTA1 01929 7S2 'F > 650 'F RATE OF BURNING ASTM 0635 0.36 IN MIN C -1 SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH' ASTM D638 3.2% DIFF *WGINAL 149° MA)(. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. D.L.O. 37.5" MAX. WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE PANEL WIDTH W /ASTRAGAL FRAME WIDTH MAX WIDTH INSWING 3 ANCHORING LOCATIONS &DETAILS 149° MA)(. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. D.L.O. 37.5" MAX. WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE PANEL WIDTH W /ASTRAGAL FRAME WIDTH MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* X 37.5 +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 w �O +70.0 -70. XX 74 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 155.0 -50 Q® +50. -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 + - 0 OXO 192.5 N + 5.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 - 0.5 OXXO 149 +50.5 -50.5 -50. +1 .0 -19.0 +40.0 -40.0 +55.0 -50.5 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CON FIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* X 37.5 +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 -70. XX 74 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 155.0 -50 OX or +50. -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 + - 0 OXO 192.5 +50.5 -50.5 + 5.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 - 0.5 OXXO 149 +50.5 -50.5 -50. +1 .0 -19.0 +40.0 -40.0 +55.0 -50.5 6 "3 SEE DETAIL 3" 6" L 'E' 3" I 3. '1 I 31 SEE DETAIL "C' I I I k �6" 6 °� 6 6" v°> N W _ � W a D" A — w w B B O B � — 6' —6 3• _ a i0 I l 6° I r 6 " � --i I I 3' 3 _I 1 x _ 3" '- s e I- ' 3" 6" SEE DETAIL "I" #8 x 2 -112" #10 x 2" #10 x 5/8" #8 x 2 -112" #10 x 314" #10 x 5/8° #10 x 314" #10 x 2" DETAIL "C" DETAIL "D" TYP. It 3- [- 3 "1 3 "6" 10 v°> N W _ � a SEE DETAIL D" W w � O < c 10 6" ;EE DETAIL C. 6" #8 x 2 -112" ' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH ATTACH ASTRAGAL RETAINER BOLT FORA 1.375" THROW STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL AS SHOWN. 0.124" ANNEALED DECORATIVE INSERT 0.090" SAflPX 010 (OPTIONAL) • • go* • • • • • • c 0.124• ANNEALED .0124' TEMP. • • • • • • • • • • •• • • • • ••• • aun9NUM OR QIITYL •m ••• •• • • • •• SPACER '•:.1°v.., #0 X 1 -1/2° PHS 1 0.962 "L 1 1.375" 1.75° E�jl '047" T T T INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD a ~0 o O . 4Q O cc O Z C LU Q DA's 2171 •'7'"'Y,V pw DOW asz �ty Dow a•z • .. • • •SCALE N. T OR EQUAL •e y}y OR EQ•4L • QEr1�iC(I NO: • Elate " �N $ • • • * TYPICAL GLAZING DETAIL 'IMPACT RATED GLASS • rl�- -FL0 SHEET _L OF • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • SEE DETAIL "C" SHIT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS, A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM .5N" ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS, 3" I I 0 spa I I I �3 31 ci 8 �* v a SEE DETAIL } "D" SHT. 2 w ui ui a (G)--t I I I I I 1 � I I I I SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED • •• 10 2. 4" X 4" FULL MORTISE BUTT HINGES. . • . W 0 _ I II G H II 11 _ 8 II I a w B a to 4 • • • • • •• CL —I I— HARDWARE SCHFDLII_F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND • SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED • •• AT 5 -1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. MAX SHIM TYPICAL WOOD BUCK ANCHOR INSTALLATION •• ••• • • • • • •• RAIN° _ 0.20' • .• . • . . • 0 SHIM •• • • ••• • • •• • • • • • • • • •• CL —I I— AmednioNN n • t-lt TYPICAL MASONRY • • • • pyigi ANCHOR INSTALL.ATIOM • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • CL ao cc 0 0 o�- Q�o c� W �U aT iW L U �u WIN'S. : N.T.S. oW. eY: SWS CHK. SY: OF f Qt e 3700 x SfOl +70/40 '10 " erte:: Single M . P'Mis* "wxTV A n eh c►x Baal -ts a.�L41 � 1 a� XX lIg Opaque ; W10" rOi ' + Si 50. a & psf yes NUL 210 -31054 Double.1' sue: �acehi�r ` -111 FLT "12L PS A1�1 Bt 3 m P aim °J0!,X,$ XO/Oygp � } {pyy S1ligle wfSldcls GI :.. S1delltc �..� idellte -%4' iw%imUfl1 a � *�"g $'1Y' OX0 " ' .. S, Opaque Vwrr X 10 � �� ' � �:{�.5 / -��m� 2. �s5f Dt� �' ��-- 1054 " Singlr W/Sldellt SYdelites Sidelitea -Yes ww [ iu 'D . And F1.fl121-05 <: OXIO () /S O.PaqUerDoor *0" -x g"' +551 -5115 £ s€f Doo• -'- C 1 X13 1 1%1 1e vaaf sdeltt m` cites 8,2$ Pw Stdelltms Ws 1S t .d•.ps .. -Yes ., t t• • Double w/Sidelites Glazed Side h :��; I _ a • • � • URRO ON 12' ' x 8aW +55450.5 d psi OWTS4 es a - r ► -1 ' Double w/Sidelites Gland Wel 8. OSP Simi tes -'i' • • • lAftC i1i • t o Dem Tbrabdd -- Naflonal Accreifitation & Management botate, Inc 4794 George Wasbiagton MemorW bw��llE�p , �'�•' . • : • • • • • Tell (804):684-5124 Fax-.; 04-5122 • NAMI AUTHORIZED SIGNATURE: • • •• •• • • • •• •• • ••• • • • ••• • s . 1 of 2 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer. Masonite Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = Lewlsvme, NC 27023 Report #: 504A Side member thickness: t,= 1.000 in Main member thickness: 336-945 -9695 Date: 12129/09 Side member dowel bearing strength: Fm= 4,650 psi Main member dowel bearing strength: Product: Single Door 3'x6'8" 3,350 psi sees Screw bending yield strength: Scope: 80,000 psi • • Tabulated lateral design value: This analysis provides calculations, quantifies, and spacing requirements for installing product to substrate, and.it applies Allowable Design Value: Z'= 171 lbs/unrhor only to the product described herein. These calculations comply with requirements of the Florida Building Geodes • • • : • • Fastener type: 3/16" 11W Topcon ••o••o 00 •• •oo•oo Drawings verification: • • • • • • • • This analysis verifies anchoring for the following drawings: ease • • • : • • • DWG- MA- FLO120 -05 DWG- MA- FLO130 -05 DWG- MA- FLO153-08 DWG- MA- FLOjfyW • 0000 DWG- MA- FLO122 -05 DWG- MA- FLO132 -05 DWG- MA- FLO155 -06 DWG- MA- Fl j%7• • 00000 • DWG- MA- FLO124 -05 DWG- MA- FLO134-05 DWG- MA- FL0158-06 DWG- MA -FL01 V -07• *00004 DWG- MA- FLO126 -05 DWG- MA- FLO140 -05 DWG- MA- FLO160 -07 DWG- MA- FL6T74 & • • •: • DWG- MA- FLO128 -05 DWG- MA- FLO151 -06 DWG- MA- FLO162 -07 DWG -MA FLQfir5=d1• ' • Anchors to be qualified: • • • • • 1. #10 Wood screw, for installation in wood frame substrates. see* : :000 : •see: 2. 3116" ITW Tapcon, for masonry installation 0000 Anchor capacity in shear condition: Fastener type: #10 wood screw (NDS 2005,11.3) Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = Side member: Douglas Fir -Larch Main member: Spruce-Pine -Fir Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: Fm= 4,650 psi Main member dowel bearing strength: Fes„ = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb = 80,000 psi Duration Factor: C'= 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/unrhor 18.00 Note: Anchors with the least capacity Is used for calculations to qualNy anchors with higher capacity. Mode IV Fastener type: 3/16" 11W Topcon N.O.A. 07- 1126.10 Pressure against stops with bump threshold: 10.0 Substrate: Hollow block 36.38 18.00 Design pressure: 85.0 psf Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 lbs 2.3 Actual edge distance: 2.50 in N/A Design value per interpolation: Z = 189 lbs 98 Allowable Design Value: Z'= 189 IlWanehor 7.7 Minimum anchor capacity: 171 lbs/anchor 18.00 Note: Anchors with the least capacity Is used for calculations to qualNy anchors with higher capacity. Anchor calculatiom minimum required anchors 131 OK Pressure against stops with bump threshold: 10.0 851 36.38 18.00 Design pressure: 85.0 psf t Al ` A2YA2 79.25 A Single. Pressure away from stops: 36.38 E 79.25 Zone Area a (ft) Load bs Ind. Mgx. O.C. (in) Anchor Result Cap. nbs) Qty load nbs) Al 2.3 195 N/A N/A 171 2 98 OK A2 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area Load 1ttd. �' O.C. Anchor Result Cap. Land a (ft) bs (in) cabs) (lbs) Al 10.0 851 6.00 18.00 171 5 1 170 OK Luis R. Lomas P.E. FL No.: 62514 1///2010 >- F . 2of2 Luis R. Lomas A E. 1492 Woodibrd Rd. Manufacturer. Masonite Lewisville, NC 27023 Report #: 504A 336- 945.9695 Date: 12/29/09 Single. Pressure against stops with saddle threshold: • • • 36.38 Design pressure: 85.0 psi • • o Goes \A/t A2 T A2 79.25 Ll Anchor Locations: 6.00 TYP. f 13.45 MAX.. O.C. 1 7925 I 6.00 36.38 18.19 6.00 TYP. ► Note: Anchor locations Indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. • • • • • c • • •••••• •• •• • •••••• • .0 ..... • • •• • • 0000 • •••••• • • • ••0000 •••••• • o ••••• • 000 • 0• •000.0 • • • 0000•• Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Area Load T.nd. Max. Ane r Cap. • • Zone x (ft) Qbs) (in) O.C. Resu�t ��) abs) ;151 Al 2.3 195 WA WA 171 a O • AZ 8.9 753 6.00 18.00 171 5 OK 36.38 18.19 6.00 TYP. ► Note: Anchor locations Indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. • • • • • c • • •••••• •• •• • •••••• • .0 ..... • • •• • • 0000 • •••••• • • • ••0000 •••••• • o ••••• • 000 • 0• •000.0 • • • 0000•• Luis R. Lomas P.E. FL No.: 62514 1/7/2010