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WS-15-1884 T-C- S r Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)7952204 Fax:(305)756-8972 Inspection Number: INSP-259819 Permit Number. WS-5-16-1466 Scheduled Inspection Date:June 13,2016 Permit Type:a VindowstShutters Inspector Mesa,Michel Inspection Type: Final Owner. , Work Classification: Door Replacement Job Address:1391 NE 102 Street Miami Shores,FL 33138-2819 Phone Number (305)898-7882 Parcel Number 1132050230180 Project <NONE> Contractor NICNAR CONSTRUCTION LLC Phone: (954)696.4575 Building Department Comments Infracdo Fm—bd Commefft REPLACE GARAGE DOOR INSPECTOR COAAMENTS False Inspector Comments Passed -� Failed Correction Needed Re-Inspection Fee Pio Additional Inspections can be scheduled until re-Inspection fee Is paid 4 June 10,2016 For Inspections please call:(305)762-4949 Page 13 of 33 y Miami Shores Village ' 10050 N.E.2nd Avenue NE kt Miami Shores,FL 33138-0000 5 Fj Phone: (305)795-2204 z� ,• / y,.•... ,..'. ., ,.�,. Expiration: 11/27/2016 Project Address Parcel Number Applicant 1391 NE 102 Street 1132050230180 BAY CONSTRUCTION&DEVELt Miami Shores, FL 33138-2819 Block: Lot: Owner Information Address Phone Cell BAY CONSTRUCTION& 201 S BISCAYNE Boulevard (305)898-7882 -- - ----- - - MIAMI FL 33131- 201 S BISCAYNE Boulevard MIAMI FL 33131- Contractor(s) Phone Cell Phone Valuation: $ 1,400.00 NICNAR CONSTRUCTION LLC (954)696-4575 Total Sq Feet: 0 Type of Work:REPLACE GARAGE DOOR Available Inspections: No of Openings:2 Inspection Type: Additional Info: Final Classification:Residential Window Door Attachment Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-5-16-59948 DBPR Fee $2.00 05/26/2016 Credit Card $50.00 $86.20 DCA Fee $2.00 Education Surcharge $0.40 05/31/2016 Credit Card $86.20 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $136.20 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 hat 11iill work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to d rk stated. May 31,2016 Authorized Signature:Owner / Applicant / Contractor / A ate Building Department Copy May 31,2016 1 Miami Shores Village ' -- Building Department M 26 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY; �h �0= Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S F C20 �` BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. s ((D-1 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION [P811-013 CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: sj FFE: �[ OWNER:Name((Fee Simple Titleholder): b* Phone#: Address f S AI 6 e C.L 2 � City: /rte/ State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 6g" C4Phone#: 9j . Address: Is 57 (.eJtS�J� gfAkz fi)JD&"P- dl aC4140" City: P957M i3 AeE —State- Fk4 n 6 Zip: Qualifier Name: ►v( Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: T Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition n Description of Work: ,P�. i Specify color of color thru tile: tzrNSubmittal Fee$ Permit Fee$ G - GN) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 2_0 (Revised02/24/2014) 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 ae?ed'ng$25 , the applicant must promise in good faith that a copy of the notice of commencement and construction lien law bra hu r wi 1 be elivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencem t ust a posted at the job site for the first inspectiop,Which occurs seven (7) days after the building permit is issued In the a en e o such posted notice, the inspection will not a r d and a reinspection fee will be charged. ✓` , C Signature Sign ure E T . COTRAM CTOR The foregoin7istrument was acknowledged before me this Th foregoing instrum nt w acknowledged before me this _day of 20 IA! by day of 20 (6 by who is personally known to c who is tzersonally known to me or who has produced as me or who has produce as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: MARCOS LINARESJI Print: =• :.: Seal: .4:,. EXPIRES Febn�y 07,2017 Seal: EXPIRES February 07,2017 (40 � 140 3�OtS3 opu .00m APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) MiAMMADE MIAMI-DADS COLTy Me PRODUCT CONTROL SBCT(ON I[805 SW 26 Strom,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Rodda33175 2474 HOARD AND CODE ADM 40TRATION DIVMON T(786}315-2590 F(786)315-2599 NOUCE OF ACCEPTANCE (NOA) WW%= mlaa99.zM18W-M 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 constriction materials.The documentatikm submitted has been reviewed and accepted by Miami Dade County REX-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AKIJ This NOA.shall not be valid aftgr the expiration date stated blow.The Miami-Dade County Product Control Section(In Miami Dade County)artcllor the AHJ(in areas other than Miami Dade County)reserve the right to have Ibis product or material tested for quality assurance purposes.V this product or material falls to perform in the wcepted manner,the manufacturer will incur the expense of such testing and the AST 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 detwumad by Miami-Dade County Product Control Section that this product or material fails to meet the requireVMOV the applicable building code. - 0 0 0000 •••••• This product is approved as described herein,and has been designed to comply with the Florida$aid Cclde,:•: •. Including the Mghh Velocity Hurricane Zone. 996:9* 0 0 • •••••• DESCRIPTION:2"Steel Pan W8 DP46 Sectional Garage Door up to 161-2"'Inde w/Optional :....: Impact Resb t *Lites •«•• •• • .... . .. ..... APPROVAL DOCUMENT;Drawing No.104754,titled"2"Steel Pan Doors",8WW1 thrOUghigo. *0:000 dated 11/20/2012,with revision 01 dated 212015,prepared by Clopay Building ProdvACompanA.djAd ...... and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control as�ion stamp with the .' Notice of Acceptance number and expiration data:by the Miami Dade County Produet Con6l Sestions 000000 MIISSILE IMPACT RATING:Large and Small,Missile Impact Resistant : 000 :....: LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,m�Rl 0 0 • number,the positive and negative design pressure rating,indicate impact rated if applicable,installation imtruction.drawmg reference number,approval number(NOA),the applicable test standards,and time statement reading`Miami-Dade County Product Control Approved'is to be bated on the doors side track, bottom angle,or inner surface of a pastel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been na change in the applicable building code negatively affecting the performaace of this product. ''£ERNIINATION of this NOA will occur after the expiration data or if there has been a revision or change in the materials,use,and(or manufiscture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other puWses shall automatically terminate this MOA.Failure to comply with any section of this NOA shall be cause far 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 to advertising literature. Many portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this attire NOA shall be provided to the user by the mazes or its distributers and shall be available for inspection at titerjob site at the request of the Building Official. - This NOA revises WOA#12-1205.07 and consists of this page 1 and evidence page B-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos NL Utrera,P E. NOA No 15-0225.10 MtAA41 z! Expiration Date: February 21,2018 Approval Date: May 7,2015 *,04ftl)hol Page 1 + r t" -Clopay Buildhtn Products Com- NOTICE omNOTICE OF ACCEPTANCE: EVIDENCE sUBMITT A. DRAWINGS 1. Drawing No.104754,titled"2"Steel Pan Doors",sheets 1 through 3 of 3,dated 11/20!2012,with revision 01 dated 212015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NOA#12-1245.07" 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 16'2"x 8',24ga steel garage door Model 94W8 with windows,prepared by American Test Lab,Inc.,Test Report No.ATLNC 1023.01-12,dated 1111312012,signed and sealed by DaV1,W. Johnson,P E. • . . .... ...... 2. Test report on Salt Spray per ASTM B117 of painted 040 galvamaed eonted Mels, • prepared by Stork Materials Technology,Test Report No.30160-68365,dated• •••••• 01/26/2005,signed.by John D.Lee,P.E. •••••• • .... .. 00 C. CALCULATIONS "Submk*d under NOA#12-1205.07" •••• •• ••••• • 1. Jamb anchor calculations prepared by C1 YBuildin$Productj V@R• Y,��: •••• ...... 11121/2012,signed and sealed by Scott Hamilton,P.E. ...... .' . . . . ...... D. QUALITY ASSURANCE •••••• 1. Miami--Dade Department of Regulatory and Economic Resources ) ••0:0 • •••• E. MATFAL4L CERTIFICATIONS 1. Notice of Acceptance.No. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan Polycarbonate Sheet Products, approved on 1.1/28/2013, expiring on 07/1712018. 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. 2. Statement letters of code conformance to 2010 FBC and no financial interest,issued by Clopay Building Products Company,dated 11/21/2012,signed and sealed by Scott Hamilton,P.E.- "SubmWed under NOA#121205.07" o j-V Carlos M.Utrere,P.E. Product Control Examiner NOANo 0.0225.10 Expiration Date: February 21,2018 Appro"I nate: May 7,2015 E-1 U m Q 3 991 00 W yf L. ANN 44 P C44e 1 , � 6� o Ilakiwi AV 959 .... 6 *000 0 M pWyl C1b �j 1pyj �p�tl2E$33 wSSS •060eeo 000 000 •0000•• ••••• • • 0•0000000•• ••••• • • •mvo • •: • 0000•• ••10• 1", 2 - hio • • •000•• 0 9 • •• •O 0 LA® N Lei a y �fo •.�. Ot.t $a c I �tLD4M V= sill maims 7ttlOP /ic••4Fi�p�`,` 0 co v .. a goo SID A-K.- A d �g{ .i PlIt. 149HM4 ,Daae �t • ggi�gg ••••• ••.• ••••• felb 7QQile *00 fix od ttttttyyyyyy •oil •••••• 02 Hill, I l I Vino 3 ,. WEI - _ Rill-i ' 1 . h��•,. fu cm �•�� ���` �rir n O +w+ 110 ��-fig g co 2 5 a , R10 Ng layg.- a q 1 Ila a�a .J t�f rj 3��p wed. a g g b� S2 $ 6d 'M itM MM a4 V n eggtl9 CN gfj8p �a ty g of 0.00.0 p Ilk Ay • • 0•• 0000 • • • • 0000•• 2 @ w 0004� • O SY°1 y�qy yy8�t i S • p 0000•• • • • 0 00 A ,o"� 0000 00000 M IZF� • g • • •000•0 pit • k1 • 00 • • R 0 �� . •!� . 000000 •. �, • • .• • • • 0000•• a a 0 09�p All ICE x H is o lab 1 'Id cs t' �LR13fi 11000 n IN013i 0 a 141 S ` MIAMI-=E MIAMI—DADE COUNTY �1 I I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE(NOA) www.minmtdade.eo /eon 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 ofthe 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:Series"CondoorImpaef'8101 Outswing Opaque Wood French Door w/wo Sidelltes-L.MZ 0000 APPROVAL DOCUMENT:Drawing No.W10-11,titled"Out-Swing Wood Patio Door(LALL).,•sheets,9** 1 through 8 of 8, dated 03/11/09, with revision D, dated 09116115, prepared by•Af Fitrrooq•Oofmtion, • signed and sealed by Javad Ahmad,P.E.,bearing the Miami Dade County Produdt•C8Mro1 RoAsion stamp•••••• with the Notice of Acceptance number and expiration date by the MiamiDade Wl my Product Control....: 0000 .. Section. •••••• i •••• ••.•• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••:00: •••• 90:00 • .. 00 00. 0 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, . series, and following statement: "Miami Dade County Product Control Approved, 1111145sttlgss otlgnvije noted••••;• 0000.. herein. • RENEWAL of this NOA shall be considered after a renewal application has been Tried and tl,At:,s beers••••' 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. INSPEMON: 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 No.12.0514.22 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 Manuel Perez,P.E. NOA No.15-0615.04 t® Expiration Date: August 25,2020 Approval Date: October 08,2015 Pagel F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0503.03) 2. Drawing No.W1041,titled"Out-Swing Wood Patio Door(L.M.I.)",sheets 1 through 8 of 8, dated 03/11/09, with revision D, dated 09/16/15, prepared by Al-Farooq Corporation,signed and sealed by J'avad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of OS French door, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No.HETI-09-2501, HETI 08-2119A,HETI-08-2119D and HETI-08-2172,dated 11/23/09 arjd revised on 07/15/10,all signed and sealed by Candido F.Font,P.E. ,•,• (Submitted under NOA No. 10-003.03) ' . . .... ...... .. . . ... . C. CALCULATIONS •••••• •• •••••• 1. Anchor verification calculations and structural analysis, cohibhg wjt� XBC 511-000: Edition(2014),dated 06/03/15,prepared by Al Farooq Corpo ,'signeb Avd.'sealed.... by 3avad Ahmad,P.E. • ...... .... ..... 2. Glazing complies with ASTM E1300-09 . . . . ...... D. QUALITY ASSURANCE 9 0 1. Miami Dade Department of Regulatory and Economic Resources MR). ••;• E. MATERIAL CERTIFICATIONS 1. National Casing data-/specification sheet of National Casing WUP 4379 Adhesive. 2. National Casein data-/specification sheet of National Casein 5881 Adhesive. Manuel er ,P.E. Product Contro miner NOA No.15-0615.04 Expiration Date: August 25,2020 Approval Date: October O8,2015 E-1 s F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest, dated 05/26/15,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No.HETI-09-2501,HETI-08-2119A, HETI-08-2119B and HETI-082172,issued by Hurricane Engineering and Testing, Inc.,dated 11/23/09 and revised on 07/15/10,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 10-0503.03) G. OTHERS 1. Notice of Acceptance No. 12-0514.22,issued to F.P.G.Wholesale,Inc.for their Series "Condoor Impact" 810" Outswing Opaque Wood French Door whvo Sidelites - L.M.I.", approved on 07/05/12 and expiring on 08/25/15. P • 0 0 0 0 Manuel Pffizip.E. Product Control xa finer NOA No.15-0615.04 Expiration Date: August 25,2020 Approval Date: October 08,2015 E-2 LL SURFACE BOLT LENGTHS 96" LEAF HT - 42" LONG 1 6" MAX. Be LEAF HT. - 30" LONG " o 80" LEAF HT. - 26" LONG 6 MAX. 5" MAX. z HEAD/SILL 5" MAX. HEAD/SILL 22 1/8" D HEAD/SILL 0 A CONCEALED HEAD/SILL 24" MAX. CORNERS 4 FLUSH BOLTS CORNERS D.L.O. D.L. OPG. 4 O Zv �. Qr 5 5 \ 6 `� ` \\ �• � 0 X00 l \ m // \ 6 / •� ma O \ co z �• 01 \ t3 4 go 5 0� • • ••••• tt INACTNE • S' J a*{� ..:.o • ACTNE __Y ACTNE / : �• O n : ***f • • • • •..•.• CONCEALED 0°z 4 • a 4 ° FLUSH BOLTS M o ° • cp t •••• li.l X • v 36" MAX. 37 3/4" MAX. 38" MAX. 37 3/4" MAX. 37 3/4" MAX. LEAF WIDTH LEAF WIDTH LEAF ytlD�{ LEAF WIDTH SIDELITE WIDTH 74 1/2" MAX. FRAME WIDTH FRAME WIDTH 150 1/2" MAX. Village .JR,-. o a J PI AL ELWAi IONS C IV r� APPROVED BY DATE l OUT--SWING WOOD PATIO DOOR I — I - OIJ APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS i M Y 2 6 2016I ZONING DEPT WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. BY: t BLDG DEPT SEE SHEET 2 FOR DESIGN LOAD CAPACITY. PRODUCTRBVtSHD as cam Ing%vIW the Fiotida m Snlldh�yCodo � I`,l 111.11 C;1 1()(:�)Ntl'I 1/1N(;F WITH ALL FEDERAL C c `+ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Is �j /� - 2 °11 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY Aoccptoacallo 1+'=�• <;I n t l AND ccn iN t Y I It imdonDatc lG''vZ© < m v HURRICANE ZONE (HVHZ). URGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER By LOADS TO THE STRUCTURE. h4ii ade Product Contr ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr. JAVAD MAD r EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE DOORS/SIDELRES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. CIVL `\ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. A.N -3538 s2 NOT PART OF THIS APPROVAL. a o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRESSIBLE. THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ARIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DURABLE'. S 232015 W10-11 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST REQUIREMENTS OF THE FLORIDA BUILDING CODE. HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. sheet 1 of 8 SINGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS LEAF LEAF LEAF STATIONARY PANEL (0) OR DOORS MTH SIDRLITES WIDTH W1 W2 W1 W2 w1 WIDTH WIDTH WIDTH ° DESIGN LOAD CAPACITY -- PSF �� � � i DBSIGN LOAD CAPACITY - PSF 1-11/16°THK 1-11/ts" THK. WOOD PANEL / / \ WIDTH (W) LEAF HEIGHT W000 PANEL � // \\ // � � LEAF WIDTH LEAF HEIGHT \ �;/IN, FT./IN. EXT. (+) INT. (-) � � Fr./IN. Fr./IN. on; (a-) Ire; (-) 2/0 60.0 60.0 \ 2/0 60.0 60.0 \ / \ g 6 2/6 8/0 60.0 60.0 x 2/6 8/0 so.0 E .003/0 60.0 60.0 3/0 s0.d .0 a � r wi W2 W1 W1 x xx p�Qa Li0 WIDTH (W) = WI + W2 -j (FOR DOORS WITH SIDEUTES) 2 o� .... . o �VI .... . LO Ln DECORATIVE MOLDING 'd Q �'�' • •9:69 OPTIONAL •� 69996 1-11/16- THK. INSERT Q ar Ole ' "'• SOLID WOOD OR O a • LAMINATED WOOD U i% c� 00000 60 X 1-3/4- LONG ,I �o - .� 6666• BRAD NAILS S IL o • • 1- FROM ENDS p A.i� • do 3" O.C. MAX. gd °- 08 t i W C IL O c� m C< m 0 0 GLAZING DETAIL BRAD NAILS TO COMPLY WITH ASTM F 1667-13 Engr. JAVAO AHMAD .o CIVIL 1 m FIA.APN 0 70592C . 'a PRODUCT REVISED m as Complying%vit6 ft Fiorids Li � 6 Dailin Colo AccucsAlo «� drawing no. Data �?,GI~2v ,3 241 ati oro uct sheet 2 of 8 i LEAF WIDTH LEAF WIDTHLEAP' WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH = LEAF WIDTH Lt7if WIDTH LEAF WIDTH LEAF WID'T'H I r r �i H 08 W J U vt hcr u. jHH Q O 0 El Oa.a- pq I I I Ll-------u 0 0 � If z 45 O sa .... . :.... 3p O J —•� i ••••• Wo 0 -jLiq '• O •• O Lt.t� �• i t� rl I X X I I m E a fla 9 LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHESRo AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS ° c good g . ARE ALSO ALLOWED. s m C< m V C MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS.........................5-1/2" g LOCM AND HINGE STILES........................5--1/2" En9r. JAVAD ATihM INTERMEDIATE STILES...............................5-1/2" fu Eggg70592 PRODUCT R 13VM C.A.N X538 � v h a Butt t gTycg �'a me�foHae AccapumcoddcG.0-4 %3 2Qt�i on Data Q drawing no. By w10-11 ivlfanu ado Pro act G sheet 3 of 8 BOLT SUPPORT AT HEAD/SILL ALUM STRIKE PLATE POLYURETHANE TYPICAL SEE ANCHOR 16Y TYPICAL ANCHOR ALUM STRAP BRACKET EMBEDED IN WOOD GLUE FOR SPACING WOOD BUCK SEE ELEV. M��" TYPICAL ANCHORS FASTENED WITH ..• FOR SPACING STRUCTURE . ' . SEE ELEV. of (2) # X 1-1/4" SMS :='�` •' • . : �' e = fOR SPACING EDGE DISI: _ z 0 3 29Y WOOD BUCK d. - = ;" `• EDGE DIST.= N �`_ a DWDOD CTURE E DISF. EDGE DIST. .Q- ._ •• V 13 1 `v, ` p►pQp o o g MIAMI–DAVE COUNTY APPROVED Q IL mc — MULLION & MULLION ANCHORS al>~Q SEE SEPARATE NOA EDGE DIST. a NAI L ANCHORS 7 SEE #8 X 2" FH SMS 1 His FOR PACING \ AT 3-1/2" FROM ENDS ' AND 15" O.C. MAX F ` TYPICALSANCH FOR SPACING ��'. WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. p ..... 0Q) ej �. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ? i •...• DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) ••••• B O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •p• T�jj > N7 ••••• ' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) t©� � � 3 � �•� � ••:•• 0., —01 • ..... E3 THRU 18Y BUCKS INTO CONC. OR MASONRYuaZ Q a .• xx / SURFACE 8 ITS = = 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) z 040 ....: cSEE O SHEET 1 0 0 . 1-1/4" MIN. EMBED INTO ,GONG. OR MASONRY (JAMBS) d Y DIRECTLY INTO CONC. OR MASONRY W W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL} o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) y r INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/$'� INTO METAL STRUCTURES STEEL : 1/8" THK. MW. (Fy = 36 KSI MIN.) O fv ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) P o °C ti #8 X 2" FH SMS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AT 3-1/2" FROM ENDS 7 AND 15" D.C. MAX. TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1" MIN. z ? 3 INTO WOOD STRUCTURE = 3/4" MIN. in S a I 2 INTO METAL STRUCTURE = 1/2" MIN. ° ,a� � * .N M 0210 C \L J\ 4 N �, WQQO AT NFJ10 OR JAMBS Sq 0.55 MIN- If •L c a 0D n o CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. t 3 C-90 NORMAL WEIGHT HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 1 PRODUCT'REVISED 5 E9r. JAVAD AMAD escomplyngwit tho0rs 71 CML ao s ' A � �7G-04FLA. 70592 B M e. o a ♦ a' , v7YPIC/d ANC, ( d v '•' e ° , ' by R(�� �. a a• ELEV. POLYURETHANE ° ,a �" a ' < 'TYPICAL AN oProduct flt q ��rt drowing no. FOR SPACING GLUE EE ELEV. SPACING S' 2 W O- 4 EDGE DIST. EDGE DIST. a sheet 4 of 8 DOOR UNITS SIDELITE UNITS _ 8X2° 1 6D X 1-3/4" LONG WOOD SCREWS IN PAIRS BRAD NAILS `J (10) AT EACH END a • AT 12" O.C. MAX. AT 3/8" FROM ENDS INACTIVE LEAF ACTIVE Id: F AND 2" O.C. MAX. Z — 0 7 TYPICAL MCHC h FOR SPACING IL �• o a Ed ° .: . 13 10 FN WOOD SCREWS 5 1/2" MIN. AT 15-3/4! FROM ENDS " UJSET WIDTH AND 8' O.C. MAX. •r•- LEff WIDTH EXTERIOR • :' LEAF WID71-1 1/4" MAX. FRAME WIDTH O U ..... SHIM g • - . . • 00000 • �. BY /^'� • WOOD BUCK 1 a _ �( • " ACTIVE LW INACTIVE LEAF • O. . ••••• • 0 ' Lr • • (ry O as • ° ° • L •••••• :.' O li.l • • TYPICALANjHRS. SEE . • �. FOR SPACING _ . ••Q � � our � � � ' ?*'s• t3 5 1/z" MIN. WOOD DOWELS 5 1/2" MW. INSET WIDTH . .• INSET WIDTIt SFE SHEET 8 . FOR LOCATION LEAF WIDTH EXTERIOR c ":t _:+: •:,:. LEAF WIDTH 1/4' MAX. FRAME WIDTH SHIM Ensr. JAVAO AHUM CML r \ PROI)UCfREVISED FLA. 70 2 y, as complying with the Florida Building Code AccepbuiceNo Irsp Dwe-jiMAR evFto droving no. Ayami e a con 169f/ W 0-11 sheet 5 of 8 Iu — 0 Z � 3 0 0 a 08 TYPICAL ANCHORS t] SEE ELEV. CY PAC FOR SING 0 0.q o 3-1/2" X 1/8" L M ALUM PLATE (6063—T62) G 8 X 2" FH SMS 1/4" X 2—AT 3'TF TM ENDS FULL LENGTH 1 AT 5-3/4" FROM ENDS AT 3 FROM ENDS 1 1 LL z'1- 0 G AND 14-1/4- O.C. MAX. AND 12 O.C. MAX. �8 X 3/4 FH SMS IN PAIRS � _ AT 1" FROM ENDS & 10-1/2" O.C. 4 2 zi W � g 15 FL .... W • J zz14 'r • o l J ?- � • • •• �1( NO3 � LJ�r` Q� • s•••• •• \,-POLYURETHANE 2 2 EXTERIOR 2 Z o 4 N �•�� U • i� GLUE 5 1/2" MIN. 5 1/2- MIN. 5 1/2- MIN. O -irL �•••• • 3 • • a a m LEAF WIDTH LEAF WIDTH 1/4- MAX. FRAME WIDTH EO SHIM LSIUCONE DOW CORNING 795 TYPICAL ANCHORS a � SEE W0 ELEV/ oFOR PCING MErAL STRUCTUE En9r. JAVAD AHMAD CML FLA. PE 092 PRODUCr REVISED AN. O� as complying Floridalorida v Building Coda AcwoianceNa � " + ptm��mmOO� S %a �fl� drawing no. iratlDM ! Q$Q IN10-11 1wr ada Product o tro sheet 6 of 8 5 250 3.925— MATERIALITEM If PART REQD. DESCRIPTION MANF./SUPPLIER/BBMARK3 �_4 1 - 3/ DOOR FRAME HEAD/JAMB WOOD - 010 0 •6502 - AS READ. TOP & BOTTOM RNL/HINGE & LOCK STILE/SIDELITE STILE WOOD - 3 1.250 1.750 _ z t4 / 3 -- AS RE4D. ALTERNATE TOP & BOTTOM RAIL/HINGE & LOCK STILE/SIDEUTE STILE WOOD QFK _ f .492 4 _ 1 SILL COVER ALUMINUM - fes--3.140-----tet �5.500 � 5 - 1 SILL FILLER WOOD 1 12 6 - 1 FRAME SILL WOOD o FRAME HEAD/JAMB O INTERMEDIATE STILE 7 .. AS READ. GLAZING BEAD WOOD - 8 - 1 ASTRAGAL PLYWOOD AB MARINE GRADE 13 PLY p d 1.750 1.181 WOOD - L D '4 9 = 1 ASTRAGAL INTERIOR COVER WOOD GL1 ty 10 ASTRAGAL EXTERIOR COVER 0 IL Q a 12 - AS READ. INTERMEDIATE STILE WOOD / 1.893 / 13 S44 4/ LEAF HINGE STEEL OR ST/ST DELTANA 3 0 N 14 #10 X 3" 3/ CORNER I FRAME ASSEMBLY SCREWS FIAT HEAD x o 15 $EBD650 AS READ. FRAME WEATHERSTRIPPING Q-LON PVC SCHLEGEL J r 4.713 •819 a 5.500 / 0WOOD OPTIONS / GLAZING BEAD I- SOUTHERN CHERRY / 2- ANDEAN WALNUT ](E=1,400.000) 3- TROPICAL WALNUT -�{1.000 4-- WHITE OAKv I 5- YESQUERO 'Ll '. SPECIFIC GRAVITY = 0.50 MIN. f •GRADE = 2 MIN. isMOISTURE CONTENT = 12% MA2 '3► • •••• • •• • .482 2.500 �.� • �•••• O TOP & BOTTOM RAIL Q `t`r ••:.• HINGE & LOCK STILE/SIDELTTE STILE SEALANT; � o `� • FRAME ME & PANEL CORNERS SEALED WITH NATIONAL CASEIN WUP 4379 ADHESIVE. z• it o N • ••••• —1.750-1 1.750 I ASTRAGAL — v • ' 1.750 p I t p HINGES: 4" X 4" X .130" THK. HINGE t- Iif 4 PER LEAF AT 9-3/4" FROM EACH END o r`• / 1 t AND 25-1/2" O.C. MAX. 1.39 t5as � i 4.000 ® I I � LOC S• . 5.500 II I CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE .375-�I !�- I I I KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 8 m �! L.250PASSAGE LOCK AT 36" FROM BOTTOM. c 8 i= ® 1 I DEAD BOLT AT 42" FROM BOTTOM N N @ ASTRAGAL INT. COVER OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET vCL HI NGE .13" THK. STEEL OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET 92 Z 13 t �2 s7s OPTION 3 = BALDWIN KEYED ENTRY DOOR LETTERSET -ai HINGE Iivsr DAMN SCREWS TO PMEL. (4) #12 X 1-1/4• FH SMS MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND o ' Ri r TO FRAME: (2) #12 X 3/4° FH SMS BOTTOM OF ACTIVE LEAF. c o ni I ALTERNATEJ IN INNER HOLES (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) '� Rt O TOP 1,000& BOTTOM RAIL (2) 1/4' X 2-1/4" FH TAPCONm U HINGE & LOCK STILE/SIDELITE STILE JOASTRAGAL EXT. COVER I IN OUTER HOLES MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. $ ._ 4.625 Engn JAVAD AHMAD U CML ao Jam-1.600 FLA. PE 70592 CAN. ma PRODUCT REVISED o th a 1.820 900 � / .685 as complying%vith the Fiorida o L1.062 I L��J 13uimlug Coag .. Jam_ �3 .2s5�� �_� Acceptencst3o +- _P c �(� ) drawing no. �"Ll 1.600 2.400 >~ iratioaDate 200 W10-1 1 O LR O SILLFILLER O FRAME 13y ZProductCorltro sheat 7 of $ OCO 0 ,5" X 5/8" WOOL) DOWEL � 0. 0 14 LLL�444 � tai 5" X 5/8" WOOD DOWEL Ile 01 oo 0o, 0000 i' l Q t4Q4 � m .� .� © si 6 FRAME TOP CORNER PANEL TOP CORNER A ; 06 0.... rr •6•••. • 6.006 INTERMEDIATE CORNER m N • 06.6i 00000 c a o • 5" X 5/8" WOOD DOWEL, $•0 • ! O /—\ a i a � � I� 14 Mu .000 Rip e / j yj qM ooll /' f 47 . , a Z Z K / j 1 CUOSoMot' m C ' cocaO a ` C< m U 0 PttOD13 RBVISHD as comp Iola the Florida Engro JAVAD AHMAD a pcttdNemopo "' CIVI �./ FLA PE L 4592 a M a E heti ttDdte CAN. a � U-bu h iProduct on SEP drawing no. 1/2" X 4-1/2* WOOD DOWELS AT SOUD/LAMINATED WOOD INSERT 1N 10-11 -11 FRAME BOTTOM CORNER IN FOUR SETS AT 9' FROM TOP AND BOTTOM AND 2C O.C. PANEL BQTTOM CQRNER sheet 8 of 8 (3 DOWEL PER SET AT 2" O.C.)