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WS-15-2294 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INS P-243151 Permit Number: WS-9-15-2294 Scheduled Inspection Date: September 22, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type', MARTIN, RONNIE Work Classification: Owner: rf� ow'\waool r Replacement Job Address:9717 N MIAMI Avenue Miami Shores, FL Phone Number Parcel Number 1132060130960 Project: <NONE> Contractor: JUVAL CORPORATION Phone: (305)491-8438 Building Department Comments REPLACE 1 ENTRY DOOR REPLACE 1 GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ ��� � 1,�� Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 21,2015 For Inspections please call: (305)762-4949 Page 25 of 44 Miami Shores Village � hu 10050 N.E.2nd Avenue Nft71`ttanI Oi'Iepia M •"' Miami Shores,FL 3313&000010 ydy Phone: (305)795-2204ptaR t , Expiration: 03! / 1 Project Address Parcel Number Applicant 9717 N MIAMI Avenue 1132060130960 RONNIE MARTIN Miami Shores, FL Block: Lot: Owner Information Address Phone Cell RONNIE MARTIN 9717 N MIAMI AVE MIAMI SHORES FL 33150-1744 Contractor(s) Phone Cell Phone Valuation: $ 10,000.00 JUVAL CORPORATION (305)491-8438 _._».. Total Sq Feet: 00 Type of Work:REPLACE 1 ENTRY DOOR REPLACE 1 GARA Available Inspections: No of Openings:2 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 DBPR Fee Invoice# WS-9-15-57026 $2.00 09/10/2015 Check#:504 $ 149.00 $0.00 DCA Fee $2.00 Education Surcharge $2.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $149.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the above-namqo contractor to do the rk stated. September 10, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy September 10,2015 1 Miami Shores Village � � Building Department SEP ® 9 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2QV/,/ BUILDING Master Permit No.QjSS ~ 22 V PERMIT APPLICATION Sub Permit No. XBU ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP / /� /(�j ,CONTRACTOR DRAWINGS JOB ADDRESS: -q yI y /V, /'r ft1` kwCe City: Miami Shores County: Miami Dade Zip: 351,1"0 Folio/Parcel#: _ ��- 3ao6-613—©f' 1.,52 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: ��//��_Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Reglntd L IVA�,* Phone#: Address: ,,/� A N. In ��`a A-1/ rr► City: /490771, 7 11 $ State: Zip: 3 3/S Tenant/Lessee Name: Phone#: Email: � d /,,,, Q CONTRACTOR:Company Name: .,J//^G�� *4 t�'f�� Phone#: Address: 1Y3 0 .0,a2, i7✓�' W *Vlee /fin 3City State: Qualifier Name: / Arl 1� ?]s Phone#: State Certification or Registration#: e5 1 13304!55'f Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: / City: State Zip: Value of Work for this Permit:$ !® DDD Square/Linear Footage of Work: Type of Work: ❑ �Addiittion/� ❑ Alteration ❑ New Repair/Reppllace ❑/Demolition � Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ c CCF$ MCC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Rev1sed02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address city State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment: Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In Bence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature� Signature OWNER or AGENT RACTOR The forreegoing Instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 7 day of � Q 20 1 .by 10 day of Seo k/h �e T 20 15 ,by n� who is personally known to _T51Mq e I RCA of ,who is personally known to me or who has produced E as me or who has produced FL- 01l i a L.Ce,,SC as identification and who ake an oath. identification and who did take an oath. " ,IIES.%l May 7 NOTARY PUBLIC: ,,���4•�tz.,, Jeff Diego NOTARY PUB MY�MM #F� 4t9 " ,� EXP �„,�,w,n.,s '$Vi ,*-� COMMISSION # FF181160 �,: EXPIRES:December 4,2018 Sign: Sign: �'�';;; � �`` w11W AAR a fr,T„�n ON.NATARY COM Print 7'� Print )eft O, Seal: Seal: / le APPROVED BY l� Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) CAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by NiECA Enterprises, Zne. Copyright 2013 Date 08/26/2015 Architect No. AR6691 Company Name JUAN A. RODRIGUEZ-JOMOLCA, R.A. Designed By Address 625 SW 82ND AVE, Description ENTRY DOOR & GARAGE DOOR INSTALLATION City Miami Customer Name State FL 33144 Proj Location 9717 N Miami Ave, Miami Shores, FL 33150 Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(v) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg Ht: Mean Roof Ht = 14.00 ft Type of Roof = GABLE Rht: Ridge Ht = 18.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 4000.00 ft^ Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 18.90 ft lzm: Cc* (33/Zm)^0.167 = 0.16 Lzm: 1* (Zm/33) AEpsilon = 606.26 ft Q: (1/ (1+0.63* ( (B+Ht) /LZm)^0.63) ) ^0.5 = 0.93 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 aL �r, Roof wt shoxim 5{, ajEtL Walls L -.. Gable Roof'e 0<=45 3 Wind Pressure on Components and Cladding (Ch 30 part 1) All pressures shown are b�se� upon ASD Design, with a Load Factor of .6 • • • • • • • • • Ni0M*4f:Pre";e Coefficient Zone "a" = 5.6 ft Descript"& ••; �9:NX&W • Svn Area Zone p+_ax jY'_2inin Max P Min P ft f ft^2 GCC C-Cp psf ps.f -------------------------------------------------------------------------- Zone 1 �•• •�• ••• •:!00 �*1 C*, 1.0 1 0.50 -0.90 22.54 -36.39 Zone • • • t og • k.4000 1.0 2 0.50 -1.70 22.54 -62.47 Zone 3 ••� �• • • • x.•00 IM 1.0 3 0.50 -2.60 22.57 -92.75 Zone 4 ••• • • 1.00 1.00 1.0 4 0.90 -1.10 39.58 -42.97 Zone 5 1.00 1.00 1.0 5 0.90 -1.40 39.58 -52.68 Zone 2H ••• • • • •+1!r ; 1.:0 1.0 2H 0.50 -2.20 22.54 -80.78 Zone 3H ; : : :•�.K, • J.yO 1.0 3H 0.50 -3.70 22.54 -128.47 i Contractor: Owner: Ronnie Martin, 9717 N. Miami Ave, mlaml shores,FL 33150 Juval Corporation Mullion Calculated Wind UNITS Pressure infiltration Vertical/horizon pressure Capacity Requireme Mark No Glass typq1thickness Size WxH Unit type Unit name NOA Mullion NOA tal Negative/Positive Negative/Positive nt 1: • • Im act 9 6 37"x82" Entry door Entrance 13-0510.02 NA NA -52.68/39.58 -72.9/80. N :••••t 2 GOO Gara a Doot 8-x 6'9" Garage door garage 15-0225.18 NA NA -52.68/39.58 -72.0/62.0 M8 N ••• • • •""' - • • ' NA NA N • to Ike •• •• NA NA • ' 8888' Goes 890096 NA NA N GOO*0 : . NA NA N ••090• 8888•• • • • NA NA N 8888•• • •• • • • ' ' • •• NA NA N • . • 99••00 *do*- NA NA N NA NA N NA NA N NA NA N NA NA N NA NA N NA NA N NA NA N N N N N N F.P.G.'Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's the drawings and sections. (Submitted under previous NOA No. 08-0422,08) 2. Draiving No. W08-35, titled "Outswing Wood Patio Door (N.1.)" sheets 1 through 8 of 8, dated 04104108 with revision "B" dated 04127/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 1. Uniform Static Air Pressure Test, loading per FBC TAS 202-94 2. Water Resistance Test,per FBC, TAS 202-94 3. Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked--up drawings and installation diagram of outswwing wood French doors w/sidelites,prepared by Hurricane Engineering and Testing, Inc., Test Reports No.'s' HETI-07-4174, HETI-07-4175 and HETI 07-4176, dated 11115/07, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0422.08) C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 05108112, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC-2010, issued by Al Farooq Corporation, dated 04125112, signed and sealed by Javad Ahmad, P. E. 2. Test Proposal issued by Product Control, dated 5124106, signed by Jaime Gascon, P.E. (Submitted under previous NOA No. 08-0422.08) Heli y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 13-0510.02 Expiration Date: 06/1912018 Approval Date: 07/18/2013 E-1 F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 3. Laboratory compliance letter for Test Reports No.'s HETI-07-4174, HETI-07-4175 and HETI-07-4176, issued by Hurricane Engineering and Testing Inc., dated 11/15/07, all signed and sealed by Candido F. Font, P. E. (Subtnitted under previous NOA No. 08-0422.08) G. OTHERS 1. Notice ofAcceptance No. 08-0422.08, Issued to F.P.G. Wholesale, Inc.for their Series "Condoor Outswing Glazed Wood Door with & without Sidelites -- NXI, approved on 06/19/08 and expiring on 06/19113. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08 35, titled "Orrtstving Wood Patio Door(N.1.)", sheets I through 8 of 8, dated 04104108 with revision "B"dated 04127/12,prepared by Al-Fa rooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mianti-Dade County Department of Regulatory and Economic Resources. E. MATRIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by Al-Farooq Corporation, dated 04122113,signed and sealed by Javad Ahmad, P. E. Helifif A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.13-0510.02 Expiration Date: 06/19/2018 Approval Date: 07/18/2013 E-2 MIAMI•DADE MIAMI-DADE COUNTY EM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) ��+ +.miamfdac�e.�Qv+/eS,onamvP F.P.G.Wholesale,Inc. 7190 Coral Way Miami,FL 33155 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below.The Miami—Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series"Condoor"810"Outswing Glazed Wood Door with&without Sideutes—N.I. APPROVAL DOCUMENT: Drawing No. W08-35, titled "Outswing Wood Patio Door (N.I.)", sheets 1 through 8 of 8, dated 04/04/08 with revision "B" dated 04/27/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami--Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami—Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0514.19 and consists of this page i,evidence submitted pages E-I &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. f NOA No.13-0510.02 99MEN 0 MIAMI- CCNJ 1' I'4''(..• dr Expiration Date: 06/19)2018 Is A.0/3 Approval Date: 07/18/2013 Page 1 MIAMFDACE MIAMI DADE COUNW PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade myleconomy Clopay Building Products Company 8585 Duke Boulevard Mason,OH 45040 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid atter the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this-product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product.or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Single Car Steel Pan W9 Sectional Garage Door up to 9'-0"Wide w/ Optional Impact Resistant Lites(DP+62.0,-72.0 PSI) APPROVAL DOCUMENT:Drawing No.101706,titled"Single-Car Steel Pan Garage Door with Opt Impact Resist Lites",sheet 1 of 1,dated 11/1811996,with revision 9 dated 2(2015,prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been'filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the. materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. L041TATION:This approval requires the manufacturer to do testing of all coils used to fabricate door panels.A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami-Dade County approved laboratory.Every 3 months,the manufacturer shall mail to this office a copy of the tested reports. Only coils with average yield strength of 27,000 psi or more shall be used to make door panels for Miami-Dade County under this Notice of Acceptance. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature: If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0701.06 and consists of this page.1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 15-0225.18 rnAratn�anO counnv Expiration Date: September 25,2018 JAPPROS fD61 y01, Approval Date: May 14,2015 1 J Page 1 Clow Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No.101706,titled"Single-Car Steel Pan Garage Door with Opt.Impact Resist.Lites",sheet 1 of 1,dated 11/18/1996,with revision 9 dated 2/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS `.`Submitted underNOA #08-0724.04" 1. Test reports on 1)Uniform.Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of Clopay 9'x 8',24 ga. steel garage door Model 94W9 with windows,prepared by American Test Lab,Inc., Test Report No.ATLNC 0610.01-08,dated 07/16/2008,signed and sealed by David W.Johnson,P.E. 2. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology,Test Report No. 30160-04-63365,dated 01/26/2005,signed by John D.Lee,P.E. C. CALCULATIONS "Submitted under NOA #08-0724.04" 1. Jamb anchor calculations,complying with FBC-2004,prepared by Clopay Building Products Company,dated 07/22/2008,signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) C rlos M.Utrera,P.E. Product Control Examiner NOA No 15-0225.18 Expiration Date:September 25,2018 Approval Date:May 14,2015 E-1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS "Submitted under NDA#07-0807.14" 1. Test report on Accelerated Weathering Using Xenon Are Light Apparatus per ASTM G155 ofLexan SLX2432T Clear Polycarbonate,prepared by Hurricane Engineering &Testing,Inc.,Test Report No.HETI-06-A002,dated 12/04/2006,signed by Rafael E.Droz-Seda,P.E. 2. Test report on Self-Ignition Temperature per ASTM D1929,Rate of Burn per ASTM D635,and Smoke Density per ASTM D2843 of the Lexan Plastic,prepared by ETC Laboratories,Test Report No.ETC-06-1024-17496.0,dated 05/26/2006,signed by Joseph L.Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 51 edition(2014)FBC issued by Clopay Building Products Company,dated 02/18/2015,signed and sealed by Scott Hamilton,P.E. "Submitted under NOA#13-0701.06" 2. Statement letter of code conformance to 2010 FBC,dated 06/26/2013,signed and sealed by Scott Hamilton,P.E. 3. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/26/2013, signed and sealed by Scott Hamilton,P.E. aS o4�Z°t5 Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0225.18 Expiration Dater September 25,2018 Approval Date:May 14,2015 E-2 goo • ... •.• M 00 1 � C ITY COPY r M i t SEP 0 4 F y ►o► w F ® PERMIT a - - Miami Sh®res Villa e APPROVED BY DATE ZONING DEPT = q BLDG DEPT {` SUBJECT TO CCMPLIANCE WITH ALL FEDERAL y" STATE ANO CCUNTrY MULES AND REGULATIONS s• ' ' �•� • • i.s so El a MIA VY q { �M �m -.4 \N7e Q5 W4, a CLOPAY MODELS 84A 93 94 98- IDEAL MODELS 4RST 4F• HOLMES MODELS 48 48B •• END•• • a • 16 GA GALVANIZED END STILES ATTACHED TO DOOR SKLN WITH PATENTED TOG-L-COC SYSTEM [(2) AT TOP INSIDE. (2) BOTTOM INSIDE, (4)ALONG OUTSIDE EDGE OF 18-SECTIONS STILE & (6)ALONG OUTSIDE EDGE OF 21" SECTIONS]AND SEPARATE 18 GA GALV. INNER DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTEb TOG-L-LOC SYSTEM. INTEOTRACK LOCK ONE MTERMEOIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/PATENTED STILE �BAA,Fi 2010TOG-L-LOC SYSTEM (TOP&BOT)ANp URETHANE ADHESIVE (ALONG CENTERy. OUTS)DEiIDRO ; • U ED• 1A THIS PRODUCT CONFORMS TO THE HANDLE • • p" THICK ONE ROW OF IMPACT-RESISTANT GLAZING IN EITHER REQUIREMENTS OF THE 2010 FBC SNAP LATCH ENGAGES f R• •TOP SECTION (SHOWN)0 NEXT-TO-THE-TOP AND THE FIFTH EDITION FBC. ONTO VERTICAL TRACK. GA�ES LIQ • • ••• ACTION A-/ SECTION (NOT SHOWN) ONE SNAP LATCH ON ON a1 0 1 ' % MAX.GLAZING SIZE IS 18-1/2"x 11". EACH SIDE OF DOOR. EACH SIDE GLAZING IS INJECTION MOLDED GE LEXAN SLX2432T, OUTSIDE KEYED LOCK OF DOOR. AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH INTER. LOCK BAR LOCK OPTION IHC/FBC 2606. STILE 12 GA, GALV. STEEL TOP SEE SECTION B-B FOR ASSEMBLY DETAILS SECTION B—B ROLLER BRACKET o VRQL )Cf iwvLsidA �. ErwL b' OUTSIDE KEYED ENO �EACH B" x ET ATT). M HANDLE STILE END SLIDEK ENGAGES EACH BRACKET ATTACHED fl STILE W/(4) (j14x5/8" SHEET n Q 8 MULTIPURPOSE INSIDE HANDLE INTO VERTICAL METAL SCREWS. DETAIL 'D' HIGH BOND TAPE. OUTSIDE KEYED LOCK LOCK ON EACH r, !OPTIONAL DECORATIVE / NE �• OPTION DECORATIVE SNAP LATCH LOCK OPTION SIDE OF DOOR- W SNAP-IN INSERT. XXX FRONT FRAME FACADE. x o STANx:TURAL SILICONE SEALANT INSIDE SLIDE BOLT (BETWEEN STEEL SKIN Arra FRAME). LOCK OPTION SHIP LAP JOINTS 0 1 14 GA. GALV. STEEL END HINGE. EACH 0186' 24 GA. (0.0239" MIN. THICK) DOS STEEL FASTENED TO END LOCK POSITION (BOTH SIDES). SEE / EXTERIOR SKIN WITH G-40 GALVANIZING, STILES W/(4) #14x5/8" LAYOUT OF EACH LOCK FOR DETAILS. / BAKED-ON PRIMER AND A BAKED-ON �Q.1 SHEET METAL SCREWS \'�„� POLYSTYRENE RETAINER POLYESTER PAINTED TOP COAT APPLIED TO / & (2) 1/4” SELF IMPACT RESISTANT FASTENED TO FRAME WITH BOTH SIDES OF STEEL SKIN. (ASTM No. A653). - TAPPING SCREWS. ONE-PIECE INJECTION (10) #8 x 3/4"PAN HEAD ONE 4'TALL, 16 GA. MOLDED GE LEXAN MACHINE SCREWS. OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SUIT) ._ __ SLX2432T FRONT 16 GA. MIN. GALV- STEEL END STILE C-CHANNEL PER DOOR FRAME & GLAZING. SECTION, ATTACHED WITH _f.A 18 GA. GALV. STEEL DOUBLE END STILE (1) 1/4"x3/4" SELF LOCATION OPTIONAL VENTS.© 20 GA GALV. STEEL INTER. STILE. (1) INTER. TAPPING SCREW PER (MAX SIZE:: 60 SQ. INCHES) CENTER AND END STILE DOOR WIDTH = 9'-0' STILE BETWEEN EACH EMBOSS. LOCATION. INSIDE ELEVATION (4) #14x5/8' SHEET t8 GA.GALV. STEEL CENTER HINGE \ O METAL SCREWS 2-1/2-x12 GA. GALV. STEEL TRACK FASTENED TO INTER. STILES W/(4) EACH ` 1-1/4" WIDE x 16 GA. GALV. 00 BRACKETS FASTENED TO WOOD JAMB #14x5/8" SHEET METAL SCREWS. STRAP. (3) MIN. PER SECTION WITH 5/16"x1-5/8'LAG SCREWS. (SEE INSIDE ELEVATION) EACH 7/16' LER SHA FASTENER INSTALLED STRAP ATTACHED WITH (3) DOORNEIGHF SECTIONS' O 00 O ON ROLLER SHAVE FOR UNRESTRICTED - SEC1�N6• (2) 1/4"x3/4" SELF 2" GALV STEEL TRACK FASTENED TO DOOR OPERATION. 1/4"x3/4" SELF TAPPING svro7ro a O O 12 GA. GALV STEEL TRACK BRACKETS. `,f SCREWS (TWO TO DOOR. ONE TO TAPPING SCREWS TRACK ATTACHED TO EACH BRACKET 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES 7T TOW 6 - C-CHANNEL). 90`101116' a 14 GA. END HINGE 18 GA. INTERMEDIATE HINGE WITH ONE 1/4"x5/8' BOLT& NUT, W/(4) EACH /14x5/8' SHEET METAL SCREWS AND (2) 1/4'SELF 2'3 7 VIEW "A" OR TWO 1/4" RIVETS. TAPPING SCREVIS PER ROLLER HINGE. 13 GA. GALV. STEEL BOTTOM tO'B'701 12'Ero 127 B VIEW B 2" STEEL LONG STEM ROLLER. BRACKET ATTACHED WITH (2) t47 TO IW 9 #14x5/8' SHEET METAL 160' 10 JAMB CONFIGURATION SCREWS. 'SECTIONSAREEITHERIWOR21• I TRACK CONFIGURATION ABOVE THE DOOR OPENING ALUMINUM EXTRUSION DOES NOT AFFECT THE WIND LOAD RATING. ,JAMB TO SUPPORTING STRUCTURE ATTACHMENT & VINYL WEATHERSTRIP. TRACK CONFtGURATtON TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT NOTES DOOR INSTALLER (TO SUIT 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED 70 THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICIL SYP(GRADE/2 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL(TOP)JAMB DOORS UP TO 8'0" HIGH DOORS UP TO 16'0" HIGH CENT EIRCDR HANG 2. ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED 70 BE)COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL TRACK SUPPORT BY DOOR COUNTERBALANCE QREQUON 3• MASONRY. 8' STAESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND DOOR INSTALLER (TO SUIT) SYSTEM DOORS OVER 8' HIGH WOOD FRAME BUILDINGS DOOR COUNTERBALANCE SYSTEM STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN(3)2.4[OPENINGS UP TO 9'0.44]OR(3)2x6[OPENINGS UP TO 18.0'W]PRESSURE TREATED SYP(GRADE 02 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING(FJ.STUD WALLS TO • BE CONTINUOUS FROM FOOTING 70 TIE BEAUS, 13 GA. GALV. STEEL FLAG BRACKET. Door H*td L BLOCK WALL OR CONCRETE 13 GA. GALV. STEEL FLAG BRACKET. � &W 94' 2w8 SYP(GRADE 12 OR BETTER)WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN.BLOCK WALL CELLS SHALL BE FRLEO B4T' HXr WITH CONCRETE AND REINFORCED WITH REINFORGNG BARS EXTENDING IWO THE FOOTING AND INTO TIE BUMS.ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAUS L,. gs 108' TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN.BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCIBTECT OF RECORD. ID'-w Ilr 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT z 76" (7'6' & 8'0" H DOORS ONLY) DOOR 1i-0" 124' (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS HEIGHT "L" O TRACK CONFICURATION Ars 130` O: 2'GALV.STEEL TRACK, 6,_6 7O" o r4T' 13C MAXIMUM O TRACK THICKNESS:11083'. DI ANC ER p 63" 7-0 7b 11 ird' 14r BETWEEN STEEL 17-6-1 82" 2'GALV.STEEL TRIG(. 13.0 148 BUILDING TYPE FASTENER TYPE BETWEEN WASHERS 0 - _. TRACK THICKNESS:0.083'. 176' i84' C-90 BLOCK HOLLOW OR FASTENERS REQUIRED? O •L" 14'-0' ISP CROUIED 1/4'x 3"(1-1/4"EMBED)RW TAPCO N�iXITQREIE ANCHOR(2-1/2"YIN.EDCE DISTANCE) 7' 1.on. _ " S 110`.2-I 2'x12 GA.CALV.STEEL TRACK I4'S I6g 2.000 PSf YN.CONCRETE 1 4 x 4 1-3 4 EMBED 1 • N C Ef CHOR 2-I 2 YIN.EDGE DISTANCE 14-1 4 =10:1j) : O "L' IVP. 2-1/2"x12 CA GALV.STEEL TRACK BRACKETS. / 11F-0' 172' PSI t 2'x 4 2-I 4 EMBED 1 S W -ALL WEIIGE ANCHOR 2 MIN.EDGE DISTANCE T4-1 2 BRACKETS. _ (6 TRACK 13RKTS PER SIDE FOR DOORS UP TO 7'0"HIGH). O EACH TRACK BRACKET ATTACHED TO DOOR IBMs 178' 2000 0`51 MRL•C E 12 s 4 -12 EMB EJ LE HDR.2-t 2 MIN.EDGE DI ANCE 16 NG.0 EO 38" (7 TRACK BRKIS PER SIDE FOR DOORS 7'3'TO 6b"HIGH). Z _� 18'•0` 184' 44000 FRAME 1 's 4 /-5 8'FJd fYf 7 C A (2-112-MIN.EDGE DISTANCE) t8-3 4 i OA EACH TRACK BRACKET ATTACHED TO DOOR JAMB WITH(1) w 12"-14" JAYS Y71TH(1)5/16'X i-S/8'IAC • -flRST ANCHOR SCREW ST TNG FROM ,'ATT O RE MUM ON CENTER DISTANCE. Z 5/16"% 1-5/8'LAG SCREW. a }__TVP. SCS' HIGHEST ANCHOR/SCREW R/SCREW INSTALLED ATZLEA§T q' -T R HEIGHT. [ TRACK ATTACHED TO EACH BRACKET WITH W TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8" ONE 1/4"xS/8'BOLT&NUT.OR TWO I/4' IL 24" 80LT&NUT,OR TWO 1/4'RIVETS. 12"-14" RIVETS. = r $CCS i Typ, _ FLQRI (i• DESIGN LOADS: +62.0 PSF & -72.0 PSF. —� 1� f3 pWA'KIUtW PBOOftt tBOC f0`>•vInRMO AATC6 t0• t0' L s Clopa I W.) v \ MP" �ttPAN-2Fi43 9'0-W x 16'0"H CL�PAY B LO NG P 5 CQ RIQY W 9 3-1/2'. 2" °!•:+ ° pdASON OH SVD. _' 11/18/96 res ` '! IT CAR STEEL PAN GARAGE DOOR / 3-1/2 Building Products ,` T� "4YMBr'Mww WTH o IMPACTsLsr- TEs _ Com an (s13J.71U- 46()0 •4. CfKCKCB BT B � 101706 MO . . . .. ' S" X 5/$"WOOD DOWEL . ' • • • i•• • • 14 • ''I�; • • ... • • ti 04 z O N E MME TOP CORNER } PANES, TRS' CORNER L� 0 C M m 3a � OJa z 3� o U y�Q 5" X 5/8°WOOD DOWEL Q:1 O l'.i` : I- I 44 � I I I .-'Plit}LIUCTItEVI . .- ,es'cataPtpr meizlo�t$ti y � . ,- 13uifdf o w � I .1 >g � i on rials ��d fMiam Contr, , ' f £ngrt"VA A PRODUCT MEMON CIMII "saml�tpto8i+•i1htheFlorida If, 7oF92 6uiidfu�C 4 a C+A Aocepionee Ata 3-o S l o•o Z , • pxpi ltani7ate Bye _ MIMIM& Cartrol drawing no. W08-35 FRAME BOTTOM! CORNER PANEL BOTTQj� CORN ly 8 20191sheet $ of 8 .. .. . . . .. .. . . ... . 00 .. . .. see UP,H� r I 0 000 OIL i�es 00 Cfa< TYPICAL ANCHORS ELM FOR SPACING Y #8 X 2' FH SMS PFTs L' SCRE/4iS ® 3•-1/2" 1 AT 6-3/4' FROM ENDS AT 3° FROM ENDS t t FALUM ULL ENGTFI AND 14-1/ O.C. MAX. AND 12. O.C. AtAX, v t 1 a V oLn Z q� ,i` t � y ? � j` �, _zxIaN WOOD BUCK 'a' 1 ° ° 5 p '.`. POLYURETHANE D.L. OPG. EXTERIOR D.L. OPG. amp/ GLUE LEAF WIDTH LEW WIDTH 1/4°MAX. FRAISE WIDTH o SHIAf • � oam t - E'ngr.�JA At�tA9 PRODUCT RL'NGWAD � C14{i as comptyittis mith file Btoridn . MDI=REVISED ' FTA.PE�7059 . suitdfusColo ,0MptyInSwhh dmrtorlda 0 i 8 Am lance No 0,51 Buitdiu CodeSxpt tion aj 1� BY Browing no. gado rr f'"' W08--35 qMA * 8 2012 sheet 6 of S . . • • ••• • • • ••• .. .. . . . .. .. . . . . • . . ... . . . . ... .&250 2570 IT)3td PART REQD. DESCRIPTION : : •. , jj MAfiER4AL afAi1F,/9Ut;LIBR/REUARK3 � Y_. ' t .850 _ � ~� S/900E FRAME FAO/dattB • •• • • W015D 1,250 1.780 2 AS READ. TOP RAIL/HINGE & LOCK STILE/SIOil% STILE WOOD I 583 3 1/ LEAF BOTTOM RAIL • YdpGD w •• Y J 4 - t Sill COYER • • see : INYA1 •- • "' O 5.500 5 -- 1 SILL FILLER • i i • •WC � • g tL 8 - t FRAME SILL •• • • W D o tL v FRAME HEAD/JAMB 12 INTERMEDIATE STILE YMD 1.750 � -- as REQ. G1AZINa sEAo ^ � —1• .137 8 1 ASTRACAL PLYWOOD AB MARINE GRADE 13 PLY A w t .s 8 I ASTRAGAL INTERIOR COVER %V000 _ Q h .SOD % - ASTRAGAL EXTERIOR COVER W000 �"�• = I1 i - AS REQD. INTERMEDIATE WAIL WOOD - 0 ��p ` 12 AS REQD. INTERMEDIATE STILE WOOD a0 tr 320 / '0 13 - 4/ LEAF HINGE STEEL - ` 14 $10 X 3" 3/CORNER FRAME ASSEMBLY SCREWS FIAT HEAD f/ 8 288 O GLAZING BEAD " 18 QEDORSO AS REQD. FRAME W'STRIPMHO. FOAM TIP PVC Q-LON &789 - 1"- 8.500 i �� 7.570 . WOOD OPTIONS t.000 L- SOUTHERN CHERRY Q-- ANDEAN WALNUT 3- TROPICAL WALNUT p 4- WHITE OAK 6- YRSQUEHO 'ter SPECIFIC GRAVITY- 0.50 MIN. (Emt.400,000) U 2.500 t•" J GRADE - 2 MIN. O z i ' e MOISTURE CONTENT 12% MAX. 1= .883 Lal U tc O .583 'SEALANT: g N a M w TOP RAIL/HINGE STILE/LOCK STILE t 1 INTERMEDIATE RAIL FRAME & PANEL CORNERS SEALED WITH OUROLOK CM902 SEALANT. 3 O SIDELITE RAH-/STILE ASTRAGAL FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND 1-560S. z 9 r I.7t30 4'000 U HINGES: 4" X 4" X .130" THK. HINGE I l?0 583 4 PER LEAF AT 9-3/4" FROM EACH END o AND 25-1/2" O.C. MAX. 1.3Ga ,r' 1XROO i ® LOCKS: a.onn CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR •250 t Q PASSAGE LOCK AT 36" FROM BOTTOM, o DEAD BOLT AT 42" FROM BOTTOM o R O ASTRAGAL INT. COVER OPTION 1 - EMTEK CORTINA KEYED ENTRY DOOR LEVERSET I? f OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET � -275 as 1 YO+�Yit" Iarl� MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA` AT T Y -' 9A3B .130 STEEL Hllil(1Ifig CO$0 w f AaaepteacaIday Q Zti fA I BOTTOM OF ACTIVE LEAF. OP AND c a R f. f 1.000f� HINSEINSTA eneti SEEMS P II°ttD°� (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) TO PANEL. (4) #12 X 1-•1/4" FH W.S. 3Ty OAST EXT. COVER TO FRAME. (4) 012 X 1-1/4" FH WS. M amiDa a at Wall MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF. 4.825 r" tengf:J V AWA0 PRODUCT RBNLAV33D �. al 41 �- Ik-t.78o xI. FT16 PHH'S 70811,2 Ydv[th the a ff iord{0 buildingcomplying 182Aceptance No T- TO.02.085 .0 8fl6052 �00' ion Data o 6 ay .200r ,Y Cantmi drawing no. 0 3 O SILL COATER O ZLL FILLER pR iii f�OB-35 BOTTOM RAIL 8063-TS wood Wool) OMAV Q$20 sn.et of 8 • s . . ••. . . . ••• .. .. . . . .. • •• . . . . . • . . • • • • • • • ••• . ••• . w . • LEAF VADT14 LEAF WlOTH ow LEAF WIDTH LEAF WIDTH LEAF NADTH LEAF VADTH LEAF WIDTH LEAF WIDTH LEAF WIDTH • ••i LEAF• • � • 0 • qq aio 0 J • • ••• •• `raj. LAIAao h cQ Ile LILIL , / I �d / •/ / 0 N l�i U o z p0 ¢ M m 3 vim „ i 5 °--m i z / s, PRODUCT RENB\VED us complying with Uia Florida I3 Building Coly Acceptanro X13-C 5 10.6 Z.• !e bxplr ton mote Au $ LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIUOS FINISHES La AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS By c ARE ALSO ALLOWED. [Yrtamit3edo ctGonhut MINIMUM DIMENSIONS: c¢m STILES AND TOP RAIL.............................8-3/4" LOCK STILES............................................6-3/4" INTERMEDIATE RAILS.................................8-1/2" ngr. ARM tore.. INTERMEDIATE STILES................................3•-1/2" FM PE io_69� I BOTTOM RAILS:..............................:.... ....,.9-1/2" ' �compty�la�it1ln:Fl•tlde moDuREWSMcA�t. LIMIT MAX. AREA OF GLASS INSERTS......13.4 SO. FT. nlu • LIMIT MAX. AREA OF WOOD INSERTS.......8.5 SO. FT. drawing no. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. ' >aa ��� �� �� W08-35 MAY 0 2012 sheet 3 of 8 . . •.. . . . . ... POLYURETHANE TYPICAL ANCHORS i i i i • • • • • • •• ` GLUE SEE ELEV. FOR SPACING 18Y TYPICAL ANCHOR , • •• • • • • • � TYPICAL ANCHORS WOOD BUCK OR SPACING SFE ELEV. u s•STR9MWAL /3fU E •i• s• •i•IYpI�AL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. I FOR SPACING i A •. 00 Le �� 7.• .•• :fid• �• • vi • •• •• •• •• • ®' 1 N. tE MIAMI-CARE COUNTY APPROVED �:Q Q g SEEMUL SANCHORS NIX X 2" FN SMS 7 7 ATAT 3—teO" FROM ENDS `. ` �` P AND 15 O.C. MAX. +� TYPICAL ANCHOR ` 0 4 FOR SPACING � v WOOD SUCKS AND METAL STRUCTURE NOT BY F.P.G. p ciOc MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i AND TRANSFER THEM TO THE BUILDINGSTRUCTURE. o Z dg � � � TYPICAL ANCHUS: SEE ELEY. FOR SPACING t'• "' " M 1/4" (?1A. II TRA�(�11 BY 'FI rn' (Fu-177 KSI, Fy-155 KM) p M INTO 25Y WOOD BUCKS OR WOOD STRUCTURES p 1-1/2" MIN. PENETRATION INTO WOOD z �g g ¢� pi THRU 1 BY BUCKS INTO CONC. OR MASONRY ] v O 1T 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I! CL 0 DIRECTLY INTO CONC. OR MASONRY O 14N m 1-1/4" MIN. EMBED INTO CONC. OR MASONRY .914 SMS OR SELF DRILLIN ;CREWY (OWE 2 CRS) INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. Q 1/8') INTO METAL STRUCTURES o STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) C / ALUMINUM : 1/8" THK. MIN. (6063--T5 MIN.) ° R &e X 2" FH seas (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3-1e2" FROM ENDS AND 15 O.C. MAX. -C& 9DOE DISTAN• INTO CONCRETE AND MASONRY a 1" MIN. 3 / 3 INTO WOOD STRUCTURE 3/4"- MIN. 0 INTO METAL STRUCTURE 1/2" MIN. o d •'- $ 4 r CONCRETE AT BEAD, SILL OR JAMBS f'° - 3000 PSI MIN. < m C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 5 777 1 D PRODUCTRUVISB i Bulmplyl svrkhllwFlpddR t�fih ngr JAV A •� 8 r t tr ; ;Acce ncoTlo 2_ 2�f j Gt' ` PRODUCT swithI 4Fl gm prim o Fga�sz as Campiying with t6a rEOtids M Buil4log Coma + � '°' " �t �• ,� �• :t a '' �' I D Acceptance loco#3—015 t��.•/02. v 4Aa a uTFRxlpmin in llcto awlo VtkL ANCHORSTYPICAL SEE EL FOR SEE ELEV.,FORSPACING DOOR [ NISIDELITE UNITMA 0.8 u(rct Qoatrol OLUE -Gy dWo 20tz vrlsn9-3no5. sheet �} of $ • • ••• 0 see . ••• .4 , • ••• •• .a: • •• ••• 1 8X2" • •• • • • • TYPICAL ANCHORS Q t0 X 1 -J/4" LONG WOOD SCROMS IN PAIRS • • •••• *00 • 0:• • SEE ELEV. BRAD NAILS \J {10) AT EACH • FOR SPACING ACTI9& LEAF AT 12"O.C. MAX. AT 3j8" FROM ENDS AND 2"O.C. MAX. INACTIVE LEAF 000 •• 9 • • • •: : �• •• n • •• • : a 01 f Q . v + ®� •� 2 2 8 2 ���� :M = 13 D.L. OPG. 10 JH WOODSCREWS AT 15-3/44 FROM ENDS AND 8 O.C. MAX. D.L70po . LEAF WIDTH z,xTEzxzoR .� LEAF WIDTH " I 1/4WX FRAME MOTH O o z 1 O TYPICAL ANCHORSSEE ELM C >" M m Q n FOR SPACING �,•.s ACTIVE LEAP INACTIVE L>ybF � �� / 9 Z �t 0, IN, _ a ' // j •r i 1$y WOOD BUCK•. r'• , •, � 2 2 g 2 p i 13 INSET WIDTH to INSET PADTH c$ LEAF WIDTH EXTERIOR � m LENS'WIOTH MAX it " 1 FRAME 1ADTH ` -Sm F i E :JAVAD A tNAO PRODUCT RFNv%,19D a o CIVIL- as voinpiylag WWI ilio Florida . FLA__Pfi �Og98$ Ruiidu:S Cadc y ?PRODUCTROME D v aft. J9? Acmianca Mo 13 CIS)0-01, �+ i as cmnptylaa Willi lho Morlda ' Exypliotion Dato a rd MMIM cod. Asxeptan¢a L2.�� O Mis�ni Awe J: . - NI drawing no. 1 ua o MAY 082 f W08-35 2 mer s of N3 t - • • • • • • • • • ••• • SINGLE LEAP (X) OR DOUBLE UKr (XX) DOORS STATIONARY PANEL (0) OR,DOORS WITH SIDBLITE3 "wl 12 � • 1'li '•Y12 •Y/1 DESIGN LOAD CAPACITY - PSF VADTTH 1n TH VADTTFN DR LOAD CAPACITY - PSP � '•' • ' u GLAZING TYPES -GLAZING TYPES F LEAF!•110TH LEAF HEIGHT V.'0',`0'OR 'E' WIDTH(w) LEAF HEIGHT �•'D'� 'D' OR'r / � • •• •� • a FT. FT./IN. •a• • • • Z /�• EXT. (a•) INT. (-) / / \ INCHES FT./1N. EXT. (+) INT. (-) Dt �+ i • • A x :' (' F 2/0 80.0 72.e / / \\ 2/0 80.0 72.9 2/8 6/LT 80.0 72.9 , •• • \" " C, a 2/6 80 0 72.9 '. • d 3/0 60.0 726/8 9 z 3/0 80A 72.9 t ! \ 01 3/2 80A 72.8 'i \ 3/Z 80.0 72.9 a 6j 2/0 80.0 89.8 \ \ / 2/0 60.0 69.5 Igo 2/8 7/0 60.0 68.5 ` \ / IO 7/0 600 8s 5 1Y1 lY2 Y11 1Y1 W2wz 8 . 3/0 80.0 69.5 I I i g 4 3/2 eG.a 69.5 x xx 3/2 60.0 ss.s 2/0 60.0 80.0 2/0 60.0 80.0Nil / \ 4 t 2/5 8/0 80.0 60.0 2/6 8 J0 60.0 60.0 33/G 60.0 60.0 3/060.0 60.0 LL td3/2 80.0 60.0 3/2 60.0 60.0 NOTE: GLASS CAPACITIES ARE r, BASED ON ASTM E1300--04 (3 SEC. GUSTS) W1 4 W2 STATDCA05 AND FLORIDA BUILDING EMENT COMMISSION DEC -219 C WIDTH 4W DECLARATORY U o; H (FOR DOORS 11FH SIDELITES) 2 $v L� V O Z Fin SILICONE BEAD SILICONE BEAD a 1/8"TEMP. GLASS 1/8"TEMP, GLASS O v , f 1/e'AIR SPACE Z H E0 1/2"AIR SPACE DSB ANN. OFCORA71VE GLASS SIICONE BEAD SILICONE BEAD U _Ra 1/8" AIR SPACE 1/4" TEMP. GLASS O k 5t g 1 /8`TEMP. GLASS 1/8' TEMP. GLASS SCU/DI6P RAISED MAHOGANY OR EL S GD X 1-3/4" LONG 60 X 1-3/4" LONG SD X 1..3/4" LONG L MATED WOOD ' BRAD NAILS BRAD NAILS 0° BRAD NAILS 1` FROM ENDS 1" FROM ENDS t" FROM ENDS & 3 O.C. MAX. \ & 3' O.C. MAX. ` 3"'O.C. MAX. ' r � 3/4" MIN. 2 s PRODUCT RSNEWPI) pr •�- 03 complying•:ritlt tiro Fladd$ p p s 0 I Q a• 8D X t-3/4" LONG TiultdimgCuda BRAD NAILS Aemptunce 14tH 13-Lt f 0•J 2 /rte PLO EAM AMUC PLO #A ACRYLIC �• PL EAM ACRYLIC te r' & R M ENDS P'XpIMti ADilta 3 kD' c GLAZING TYPE 'B' QLAZING TYPE 'C' GLAZING TYPE 'n' GLAZING- TYPE 'E' g 3/4'THICKNESS NOMINAL 11/18"THICKNESS NOMINAL 11/15'THICKNESS NOM!g4L 11/16`THICKNESS NOMINAL 'n8r,44YA HMAO Cift GLAZING OPTIONS PLA 1E CA". ODUCrUBVISBD ss 7 0382 _ 1 36- '039 miTlybawadiamodde i� MAX. AREA OF GLASS INSERTS......13.4 SQ. �' ' �o ! -(,75 t�!' ! MAY Q 'zOt2 MAX. AREA OF WOOD I11iSERTS.......8.6 3Q. FT, opD6S6�Re0IJ drawing no. 13y W08-35 daotCbmtrot ' shael 2 of 8 • . • . .. •• SOLT LENGTHS • '•i • ' i • • ' S8" LEAF HT. - 42" LONG (3) ANCHORS REOD. • • ' •i• •• "' • �t 84" LEAF HT. a 30" LONG AT 3.1 2° O.C. . •• 4a 8D" LEAF HT. 0 28" LONG AT SIDELIT£ MULLIM ENDS 7" MAX. b" MAX. HEAD SILL •• ••• I '61AX. Z HEAD/SILL 22 1/8- HEAD SILL 24'MAX 22 1/8" •• i • ' ' i• /SILL a A D.L. OPG. CORNERS i.O, A :.10. i i• COILSIERS FALSE MUN TINS • • • . . •• ! h \ MAY BE USED �. . \ • O ¢$� G / H ortR L / \ o, h 04 'iT= ' Lr. 40 6 v o r \ / o z • / O �aM to I z El 38" LANG 38" MAX. 38" MAX. 0 O: LEAF WIDTH LEAF YAQiH SfOELITE WIDTHO m 74 1/2" MAX. 180 1/2"MAX. —� FRAME VNDTH FRAME WIDTH TYE!ICAL ELEVATIONS. pgOIDUCT RBNG,`!BD e OUT--SSYING WOOD PATIO }300R 0110, lyi,�E•,+u�d`eFtwiBa o 13n4,1111% odo 0r,Y�.�2 APPROVAL. APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS Accept" ' , n v)g WITH OR WITHOUT SIDELITES. (,iatpi Ilan pato g&- SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. COatcal SEE SHEET 2 FOR DESIGN LOAD CAPACITY. • INSULATING GLASS THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE PRLODUCTRBVIsm MONOLITHIC GLASS a9 •• REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYcomplyfap w10,tiro llnridn SOLID WOOD INSER'T'S HURRICANE: ZONE (HVHZ). w o rJ s NON IMPACT ' C WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER i I4g1 4a a„Q �O t LOADS TO THE STRUCTURE. } ;� ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS B to ctt outro n VAR aHMAD c o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA:K70512 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOORS/SNbEL.ITES NOT RATED FOR JMPACT. CAN. NOT PART OF THIS APPROVA{» INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES MATERIALS INCLUDING BUT NOT L.IMM TO STEEL/METAL SCREWS, THAT COMPLYING WITH HVHZ REQUIREMENTS. drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET .6Y $z��Z W08--4 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. THE APPLICABLE REQUIREMENTS FOR WINO BORNE DEBRIS PROTECTION. , wheel i of g