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WS-16-1467 2 C Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone.(305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-260729 Permit Number: WS-5-164467 Scheduled Inspection Date:June 10,2016 Permit Type:Windows/Shutters Inspector: Inspection Type: Final Owner. Work Classification: Door Replacement Job Address*1421 NE 102 Street Miami Shores,FL Phone Number (305)898-7882 Parcel Number 1132050240190 Project <NONE> Contractor: NICNAR CONSTRUCTION LLC Phone:(954)696.4575 Building Department Comments REPLACE GARAGE DOOR Infracuo Passed mrn"" INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 259821. Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled untll re-Inspection fee Is paid I June 09,2016 For Inspections please call:(305)762-4949 Page 32 of 33 ti Miami Shores Village ' 10050 N.E.2nd Avenue NES Miami Shores,FL 33138-0000 r ` Phone: (305)795-2204 3y , Expiration: 11/27/2016 Project Address Parcel Number Applicant 1421 NE 102 Street 1132050240190 BAY CONSTRUCTION 8 DEVELt Miami Shores, FL 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 $ 1,500.00 Valuation: NICNAR CONSTRUCTION LLC (954)696-4575 ..�,•.:.:�:.:..n.,-::...�...:.•:...-.: �_�:-..::::::.��.�.,.,� m.:. Total Sq Feet: 0 AMENGUAL ELECTRIC INC (954)410-6364 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-5-16-59949 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: $136.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurated t at all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor t% work stated. May 31,2016 Authorized Signature:Owner / Applicant / Contractor / A nt - Date Building Department Copy May 31,2016 1 Miami Shores Village g MAY 2 6 2016 Building Department BY: ' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 204 BUILDING Master Permit No. 'l 38 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-jPLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: l I �l v d"�2' �• City: Miami Shores County: Miami Dade Z(o: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ���✓� Phone#: _ ' Address: ;zo/ /S �✓ >� / �� - City: AM91 � State: Zip: f Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: /"�C-� � C�'� Phone#: Address: /,.$S) tom✓F-'57- 64 AJ C/P cz- City: pg�M ttP 7>iAv iFS State: JrLor'241090 Zip: 33 V Z-6 Qualifier Name: 4� Phone#: State Certification or Registration#: �✓/ �.✓y 7 Certificate of Competency#: 0 DESIGNER:Architect/Engineer: Phone#: Address: I ale City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/�Re�pl}ac\e Demolition Descri tion of Work: C-� r��� "�J e V17- Specify color of color thru tile: Submittal Fee$ W Permit Fee$ 4Z�D CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$, Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Zo (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 exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law broch e I delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commence en mut be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the bs nce f such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature SigCe OWNER or AGENT/ CONTRA The foregoingenstrument was acknowledged before me this Thtru ent was acknowledged before me this day of 20 /l0 ,byf 20 1A .by ,who is personally k to l�°r/ ,who is ersonall earn to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: c � Sign Sign: Print: ::: FEE872582 Print: 'M Seal: ,R�� EXPIRES FaRxuary 07,2017 Seal: " EXPIRES February►07,2017 •�• ,a3 ( s3 can ################################# ######## ################################################################ / b APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r r g l"1�IPAM MUMI-DADS COMM L1��•ii1111W16 PRODUCT COMMOL STCTYON 11805 3W 26 stack Room 208 DEPART'MWT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Flarida33175 2474 BOARD AND CODE ADAr MTRATION DIVISION T(786)315-2590 F{786)315-2S99 NOTICE OF ACCEPTANCE (NOA) ►.ratamlaaaegeeceaomv Clopay Building Products Company 8585 Dake Boulevard Mason,OH 450440 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials.The documeatatiot submitted bas been reviewed and accepted by Mum's-Dade County RPX Product Control Section to be used in Men]Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). ThisNOA,shall not be valid after the expiration data stated.blow.The Mimi-Dade County Product Control Section(In Miami Dade County)arWor the AHJ(in areas odter than M'Eaml Dade County)reserve the right to have this product or material tested for quality assurance purposes.N this product or material falls to perform In the aeepted manner,the mawilacturer will incur the expense of such testing and the AHJ may linmediately revolve,modify►,ar suspend the use of such product or material within their jurisdiction.RERreservo the A&to revole this acctepmwe,Wit is determined by Miami-Dade County Product Control Section that this product or material Ift to meet the requirements of the applicable build'mg code. - This product is approved as described herein,and has been designed to comply with the Florida Building Com,.. including the High Velocity Hurricane Zone. . . '....' ...... DESCRIPTION:2"Steel Pau WS DP46 Sectional Garage Door up to 16'-Yp lde w/•O"onal . ...:.. .. . ...... Impact Resistant Liter • APPROVAL DOCUMENT:Drawing No.104154,titled"2"Steel Pan Doors",st g 11ftough 3 bf 3, .... dated 11/20/201.2,with revision 01 dated 212015,prepared by Clopay Building F'rodt� cmpany,in ..... and sealed by Scott Hamdt=6 P.E.,bearing the Miami-Dada County Product ContrQ�, ion stun-with the ..:..' Notice of Acceptance number and expiration date by the b ian d Dade County Produq gAtrol Seicx(;o -: ....:. MISSnZ IMPACT RATING:Large and Entail Missile Impact Resistant •• • LABELING:A permanent label with the manufaoturces name or logo,manufaot aft addles,rum 11. •••.:. number,the positive and ngphve design presswre rating,indicate Impact rated if a*licgbh in�allatton ;....: instruction.drawing reference number,approval number(NOA),the applicable test sMddds,anAftQ'. • statement reading INliamii--Dade County Product Control Approved'is to be located on the docesUde!keel, bottom angle,or inner surface of a panel. RENEWAL of osis NOA shall be considered after a renewal application has been tiled and tlare has been net change in the applicable building code negatively af%cft the performance Of this product. TERMINATION of this NOA wr'ri occur after the expiration date or if there has been a revision or change in Ib materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsemnrt of any product,for sales,advertising or arty Other purposes shall automatically teuninate this NOA.Failure to oonnply with any Section of &b140Ashan be cause for temiateioa and.remwoval ofNOA ,ADVERTISI: EM. The NOA mm*esr pmeeW by the words Miami Dade Cowly,Plarida,and followed by the expiration data may be displayed in advertising litet�t m If any portion of the,N¢A displayed,then it'"be done in its,entirely. INSPY+C"fIONc A copy o€this moire NOA shall beprovibd to the umby theme or its distributors and stall be available for inspection at the job site at the request of the Building Offv-&L " - Thirl.IOA revises ATOA#12-1205.07 and consists ofthis page 1 sad evidence page E-1,as well as approval docurdent mentioned above. The submitted documentation was reviewed by Carlos K Utmra,P.E. NOA No 15 ttMUO Expiration Date: February 21,2018 Approval Date: May 7,2K5 tJ3°iZQi� ,Page I Cloww Build g Prmducia Comnanv NOTICE:OF ACCEPTANCE: EVIDENCE SUBN[I'l"CEI? A. DRAWINGS 1. Drawing No.mm.titled"2"Steel Pan Dow,sheets 1 through 3 of 3,dated 11/2012012,with revision 01 dated 2/2015,prepared by Clopay Building Products Company,signed and sealed by Sett Hamilton,P.E. B. TEM "Subnditd under NOA#.12-1205.070 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 167x 8 ,24ga steel garage door Model 94W8 with windows,prepared by American Test Lab,Inc.,Test Report No.ATLNC 1823.01-12,dated 11/13/2012,signed and sealed by David W. Johnson,P.E. 2. Test report on Salt Spray per ASTM B 117 of painted 040 galvanized coated L% prepared by Stork�s Technology,Test Report No.30 M7 0000 ...... 01/2612005,signed by John D.Lee,P.E. .. 0000 0• . . 000000 C. CALCULATIONS "Submitted under NOA#12-1205.07" 000000 1. Jamb anchor calculations prepared by Clopay Badding ProducVgem pany,:dated :....: 11/2112012,signed and sealed by Scott Hamilton,P.E. '••• •• ••••• 0000.. 0000 0800. D. QUALITY ASSURANCE •• •• •• 0096:6 1. Miami--Dade Department of Regulatory and Economic Re 0wW- . - • 0000.. 0000.. E. MATERIAL CERTIFICATIONS 0 :••••: 1. Notice of Acceptance•No. 13-071'x.01 issued to SABIC Innovative PlasB�s�cx then' • Lexan Polycarbonaxe Sheet Products, approved on 11128/2013, expiiring on 07/17/2018. F. STATEMENTS 1. Statemwt letter of code conformance with the 2010 and the P edition(2014)FBC issued by Clopay Building Products Company,dated 02/18/2015,s4ped and sealed by Scott Hamilton,P.E. 2. States=t letters of code conformance to 2010 FBC and no financial interst,issued by Clopay Building Products Company,dated 1,1/2112012,signed and wall by Scott Hamilton,P.E. VubvdNed under NOA#12-1205.07" o � /Vir Carlos M.Utrom,P.E. Product Control Eaaminar MA No 154422510 Expiration hats. February 21,2018 Approval Bate. 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'my WNWe HM Sams Wa m 03rwdv v Axa as wrlsd3ltalo'tae a1 a3M Jroaa Jots esv ttxa swa32020 m T �3 lW dol 031AAvd 83tsuvd 8A908.1/1+1.0/t tt)taw 1 m s dol v asv a nMa MURm a3a gt oma-X191 sec+ao aua1 �r "W v s A 01 Wp-um'flNiZgdVAlm 0_0 �i 03NJUY 3 'Sth M 9V1311 Niw�S W113W 13315 91 l m taa0/OM01 ON SOMA (M31130 tW Zivm 'W71813A 9m 316t � 113HS.tiJ8K4t 1, M 7J 11v S3fStVt18 r,/' SIO ta13a'NW ISN Brad as M7v91 3Nl stale NeNt ala x71mt 7Nt at 03WtieBNde1 SI>M00 810 MPJ aAT 3Nt m tW64TI] HIM d�oi-4 x.nom) MOM uma-tart.zzoo)No Ot 1 �3�R d 4 lzmtl.z• 4— Jv Is" 9V3O( 1133M NO ANU M NOSH MS NO - l0 K V6 b4s AVd1111 Nt81.a1k1530 /Addy 'Ok Na3 3L1b 3NOx ON 'A311 £ dl) Z ttSfi')J vo 6t 1ZIt31tS vO 4Z 81300" suo>FAM ixRls + - _ Z L t 1 a v m n s Q � Mel " ge .141 lay : a g ' i _ d� J g as19 N R$� IFN M¢41 4"IL PS of e4ggq good ~ 3 C.q MA C*j x w 5 } g - ••} C x � � ` — •990.9 n3 • 0000•• gg p • 9000 9 999999 M , - �+ 7i �, • :0090` ei ��33 • • • M 99999 • F • •• • r 090.0 99��eq 9 90909 g. a � 0 by j•� 6t ..0 90 7 0 9999 9. .99999 • X • 9 9 . rn 9999999 INLill- A xAif ¢ ash s4s $ s gj ill Rill ^ I III rmom WN-1HOW samdo Rd moa a DOW —4 In SM T,z L co M7 MIAMHdiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RRR) 11805 SW 26 Street;Room 208 BOARD AND CODE ADMINISTRATION DIMON T(786)315-2590 F(786)315-2599 NOME OF ACCEPTANCE(NQAwwR.mlamlasde sovteconomy FX.G.Wholesale,Inc. 7190 Coral Way Mlain4 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 area 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 WVAW may immediately revoke,modify,or suspend the use of such product or material within th&jurisdiction.REIT reserves the right to revoke this acceptance, if it is determined by Mlarm Dadq.vpx y Pra4p4l4ontrot Section that this product or material fails to meet the requirements ofthe applicableg code. . 0 . This product is approved as described herein, and has been designed to comply rtbthe Flo4da Ruilding."0': Code,including the High Velocity Hurricane Zone. . •••• •• ••••• DESCRIPTION:Series"Condoorlmpme'8'A't Outswing Opaque Wood French D86$iv'1*o Sidoliee b UL••••• *0 . .. . ...... APPROVAL DOCUMENT:Drawing No.,W10-U,titled"Out-Swing Wood Patis4)sar(L KI.),sheets .• 1 through 8 of 8, dated 03111109, with revision D, dated 09116115, prepared b;Af.Farooq ggqppfon:... • signed and sealed by Javad Ahmad,P.B.,bearing the Miami Dade County Product Cool RdVision stamp....: with the Notice of Acceptance number and expiration date by the Miaml-Dade 08unfy Produ8g tbntror Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and fallowing statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered ager a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMIlYATION of this NOA will occur after the expiration date or if there has been a revision or change in the material%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 inspebtion 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,PX. NOA No.15-0615.04 0211 tirrrtir Expiration Date: August 25,2020 joyan t Approval Da te: October 08,2015 1d�©t1 if Page 1 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.W10-11,titled"Out-Swing Wood Patio Door(L.M.Ly,,sheets 1 tbrough 8 of 8, dated 03/11/09, with revision D, dated 09/16/15, prepared by Al Farooq Corporation,signed and sealed by Javad Abmad,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 000000 5)Cyclic Wind Pressure Loading per FBC,TRS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TA�.19? 94 •;•�•; •..,;. along with marked-up drawings and installation diagram of OS X&wh door,.prepared..•��; by Hurricane Engineering and Testing,Inc.,Test Reports No.VET-09 2$8j, •. • HETI41&2119A,HETI.0&2119B and HETI 08 2172,dated 11723/09 aA4d r8fised ori 07/15/10 all signed and sealed b Candido F.Fon P.E. 0.0 00000 ••0: (Submitted under NOA No.10-0503.03) . . . • . . . . ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying wit:VqC 5A Edition('1014),dated 06/03/15,prepared by Al Farooq Corporation,signed and sealed by 3avad Ahmad,P.E. 2. Glazing complies with ASTM B1300.09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). 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. �t Manuel er ,P.E. Product Contro miner NOA No.15-0615.04 Expiration Date: August 25,2020 Approval Date: October 08,2015 x F.P.G.Wholesale.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC Sth Edition (2014), and of no financial interest,dated 05126115,issued by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No.BETI 09-2501,HETI-082119A, HM-08-2119B and HM-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' 8'0" Outswing Opaque Wood French Door Zv/wp•�Sidaiites•�•L.M.I.';•••;• approved on 07/05/12 and expiring on 08/25115. "' ' 609.09 0000.. 0000.. 0000 .. 6999 • 99 9999r •99999 969• 99999 • 99999• • �9 • • • • 6999.9 99969• • • • 699999 99 • 999• • • Manual P ez, .E. Product Control xa finer NOA No.15-061&04 Expiration Date: August 25,2020 Approval Date: October 08,2015 E-2 SURFACE BOLT LENGTHS 86" LEAF HT. a 42" LONG " Be LEAF HT. a 30" LONG A o 6 �' 80' LEAF HT. - 26" LONG 6 MAX. 5" MAX. z 3 HEAD/SILL 5" MAX. HEAD/SILL HEAD/SILL O CONCEALED HEAD/SILT. 24" MAX. 22 1/8" 0 FLUSH BOLTS CORNERS D.L.O. D.L. OPG. 4 CORNERS c. I� 01 00/1 e aq� B 4 `-� •• • 4 / • •wt ••.•• d • i •• \ • •• Q •� • ••••• NO ou. IV 0 5 5 \� • Q M� ••i•• ACTIVE ACTIVE I/ INACTIVE • O N • • • • • C o CONCEALED m o E4 m #0 • i•••• 4 FLUSH BOLTS •m $ rj • • " 8 36" MAX. 37 3/4' MAX. 37 3/4' MAX. O 36 MAX. 37 3/4 MAX. LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH SIDEUTE WIDTH 74 1/2' MAX. 150 1/2' MAX. 63 FRAME WIDTH FRAME WIDTH =�?O sVillage PIEc__ �` T1 P�;�,� J•,� ®V DATE MOICAL ELEVA°I"IONS — --- cIA OUT—SWING WOOD P.MQ DOOR M Y 2 6 2016 ZONING DEPT f APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS _ `� W-1413 toll 1 /b WITH OR WITHOUT SIDELITES. . BLDG DEPT SIDE LITES CAN! BE ON ONE SIDE OR 130TH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. PRODUCPRHVISAU SUBJECT TO COMPLIANCE WITH ALL FEDERAL 0 e mpift mvtlh the Kiorida � m� � In S : THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE BAo�ildingCodo • STATE AND COUNTY RULES AND REGULATIONS c REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY tunC4 NO ~ imdonDaus fc�'ozp W�(�— SOLID WOOD INSERTS < m o a HURRICANE ZONE (HVHZ). ' o LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 11 aftPmdact Cautr $ •� ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORSEngn JAVAD AHMAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE DOORS/SIDELMM ARE RATED FOR LARGE & SMALL MISSILE IMPACT. CNL N 170592 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. CANjL 38 NOT PART OF THIS APPROVAL. 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 FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DURMLE'. 232015 W10_1 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 —off—$—)l SINGLE LEAF (X) OR DOUBLE LW (XX) DOORS LEAF LEAF LEAF STATIONARY PANEL (0) OR DOORS WITH SIDNIZES WDTH w1 W2 W1 �w1 WIDTH WIDTH WIDTH I I D=GK LOAD CAPACITY -- PSF �� ��Q i DESIGN LOAD CAPACITY - PSF T-1 1-11/18"THK 1-11/1ESL. Z LEAF WIDTH LEAF HEIGHT WOOD PANEL / / \ WIDTH (W) LEAF HEIGHT FLAN. Fr./IN. w. (I) INT. (-) / / \ FT/IN. From EXT. (+) Inilk 2/0 80.0 60.0 � \ 2/0 60.0 60.0 2/6 8/0 80.0 60.0 x % 2/6 8/0 60.0 60.0 \\ // \\ Qui of O 3/0 60.0 80.0 � \ \ 69 / 3/0 F so.a E-60—0 Of wi W2 Wi o9 w1 >+v2 x xx a 10, Li WIDTH (W) W1 2 w2 (FOR DOORS WITH SIOEUEES) 114 '� ' •••.• b ' o Z •� • • 0 000 Pee R 0100 :0000 • DECORATIVE MOLDING © • ,o .• •0:•• OPTIONAL. 1-11/18" THK. INSERT 0 J lox • ••••� SOLID WOOD OR I p 0• LAMINATED WOOD z O d •• ••••• .V • OD X I-3BRAD NAILS�' LONG o •t d 0 _ j�$� 0 0 4000 1" FROM ENDS S •`- & 3" O.C. MAX. 0 ~ 18 o cis 0 M 4 N tlf W M R g d9 GLAZING DETAIL °a oo o w BRAD NAILS TO COMPLY WITH ASTM F 1667--13 En9r. JAVAD Mv+0 CIVIL�C.A.N 70592 d PLLODIIGTREVJSE D asc0n*yw8%v tbtholtida Buildlug Ccdo .,. , a ;ratioDaw "- +'t� drowing no. 2 8 241 W10--11 � II to nctC sheet 2 of 8 . i c� LEAF WIDTH LEAF WIDTH LFjW WIDTH LEAF WIDTH L>W WIDTH LFA ' WIDTH � LEAF WIDTH LEAF WIDTH LEAF WIDTH LE WIDTH YIN a � CC i 0 o � I Fo" I I m 0 m Z HP4 TET Ja V_ M . ..... Pal • 3 O t ". z � ....: o ., OR m ro mm, 0000-114% Q°o . ..... o • 5 lit g O , Y C T Y Z LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS g ARE ALSO ALLOWED. �uj �amoc MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS.........................5-1/2" q 0 LOCK AND HINGE STILES........................5--1/2" E„gr. JAVAD MWo INTERMEDIATE STILES...............................5-1/2" ems- FLA. PH 70592 n in FIF PRODUCT RBVM CAM us Y th 1he Florida /i���' /v� �} �� q n{ 1 jj rJ L�'-J t�CCOplflllh Datc cean w f •;•'/� [!t7 L1}yrl 16 drawing no. BY W10-11 1+4fanu ado act G sheet 3 of 8 BOLT SUPPORT AT HEAD/SILL ALUM STRIDE PLATE' POLYURETHANE TYPICAL ANCHORSSEE a W TYPICAL. A14CHOR ALUM STRAP BRACKET EMBEDED IN WOOD GLUE < FOR SPACING WOOD BUCK SEE ELEY. METAL TYPK AL ANCHORS OR SPACING STRUCTURE SEE ELEV. FASTENED WITH FOR SPACING (2) i X 1-1/4" SMS :. . . M a �• '°t t EDGE DIST. T., 3 s �" .•• •e •e s N ..(. 'a <• '?. • ' .,i• 2BY WOOD BUCK ...t i. �. •i .'e b = a e OR E DIST: �r d• EDGE DIST= _ WOOD CTURE EDGE DIST. 1'• 1 s•• N 4 LL s . N 2 - 3 ppA it+�i I MULLION & MULLION A IL % O 13 MIAMI-DADE COUNTY APPROVED a Q SEE SEPARATE NOA ANCHORS $ A EacE alsr. TYPI ANCHORS t�h x SEE `` #8 X 2" FH SMS I is FOR PACING AT 3-1/2" FROM ENDS _ AND 15" O.C. MAX. ` TYPICAL ANCHORS SEE LA FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ' AND TRANSF=ER THEM TO THE BUILDING STRUCTURE. 4 •, •'F't ••••• TYPICAL ANCHORS: SEE ELEV: FOR SPACING •• ? ""' ..... .I DIA. ULTRACON BY 'E!CO' (Fu-i77 KSl, FY-155 xsq LQ 0- INTO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES -� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) �' . 3 .4."� '. ••••• to sT THRU 18Y BUCKS INTO CONC. OR MASONRY • o Ed N •, SURFACE B xTs _ 1-1/4- MIN. EMBED INTO CONCRETE (HEAD) z 0 F,,+ • ••••• $ SEE SHEET 1 0 . 1-1/4" MIN. EMBED INTO ,CONC. OR MASONRY (JAMBS) U ' DIRECTLY INTO CONC. OR MASONRY s • 1-1/4 MIN. EMBED INTO CONCRETE (HEAD/SILL) o W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) r W SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) t INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) INTO METAL STRUCTURES oa STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) cou R ;? ALUMINUM : 1/8 THK. MIN. (6063-T5 MIN.) 1 #8 X 2" FH SMS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -ATATu i5/ " F•ROMM ENDS TYPICAL EDGE DISTANCE Ul f 91 INTO CONCRETE AND MASONRY = I" MIN. Z z 3 INTO WOOD STRUCTURE a 3/4" MIN. bd 2 " oo Un 3 Ino I INTO METAL STRUCTURE 1/2" MIN. •- WOOD AT HEAD OR JAMBS SG - 0.55 MIN. L c a m v o 4 CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. C-90 NORMAL WEIGHT HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 5 1 PRODUCT'RSVJ$BD Eagr. ,IAVAD AHMAD ' �udt� tb*140lde CmL 6aocepcm►oef�N.u. -:'00-64-G� .04 c A H 38 92 Lu a',lYPICIa AI+ICF�OR�SS ' I °, o• •v ": r •. ` . e e ° a $Y $ I • • Q'SEE ELEV: Q' a` •Product tt1 FOR SPACING GLUE POLYURETHANE . .v'• . T EICAL AN cat 9 drowin no. EDGE DIST. EDGE DISI. o-1 FOR SPACING W10-1 1 DOOR UNITS ,SIDELITE UNITS sheet 4 of 8 j FH WOOD SCREWS IN PARS MD NAILS 1 X 20 8D X 1 3/4' LONG 10 AT SND r AT 12O.C. MAX. AT 3EACH /8° FROM ENDS ACTIVE AND 2° O.C. MAX. INACTIVE LEAF ACTIVE 3 � a TYPICAL ANCHORS SM Q a FOR G r' s .:•.� a•.: 13 10 5 1/2' MIN. FN woo SCREWS INSET VWDTH AT 18-3/4 FROM ENDS O 80 O.C. MAX. 0 _ LEItFWIDTH EXTERIOR LEAF WIDTH 1/4° MAX. FRAMs: WIDTH 9 ' •' ctll4l �j . .... . .,. . doe .— . .... . WOOD 81CCK 1 �K 4 .• • • ACTIVE LEAF IINACTIYE LEAF • •i .... • 09 • O li 1Y� �•' i TYPICAL MCHORS.- SEE ELEV. ' FOR SPACING +; — — — it UK + i •�• 13 5 ll:rMIN. INSET WIDTH WOOD DOWEIS 5 1/2• M. INSEP WIDTH s $ • .¢+ .., i, SEE SHEET 8 FOR LOCATION LEAF WIDTH EXTERIOR LEAF ~� LEAF WIDTH $ � csmvo Ile MAX. FRAME WIDTH SHIM Fsgn MAD MIJAD •� c , CML 70092 PRODUCT REVISED AN as complying with Ow Floridalilt DmldiagCodc ��^ N u gatc a drawing no. a��,'ami dcon c;r 24� W1 0--11 "• street 5 —of--8)1 F M I 0 3 tL a o U h TYPICAL ANCHORS SEE ELEV. FOR SPACING 3-1/2" X 1/8- ALUM Q 1/4" X 2--1/4" fTW TAPCONS '`"_'J FULL LENGTTHTE �sos3-T5Z} 0 Im � a #8 X 2" FH SMS AT 3" FROM ENDS 1 AT 5-3/4" FROM ENDS AND 12" O.C. MAX. 1 18 X 3/4" F11 SMS IN PAIRS" 7 AND 14-1/4° O.C. MAX. AT 1 FROM ENDS & 10-1/2 O.C. OU4 Us 15 - Q: �stOil ••••• • ire O f tp •C, ? M rq ••�• • 4 • ••••• cq • POLYURETHANE 2 2 EXTERIOR 2 'Z O N .• • �� GLUE5 1/2" MIN. 5 1/2" MIN. 5 1/2" MIN. o 'U ' :••• •+ � • • • • LEAF WIDTH LEAF WIDTH O a • 1/4" MAX. L FRAME VM)TH SHIM SILICONE TYPICAL ANCHORS DOW CORNING 795 SEE ELEV. c g FOR SPACING o W ;+w aq oaam •� 6 in tl O STRUCMTU E E"r. JAVADAH�AA1) i CML RA PPE 70592 pRODUt:7'REVIS13i? a4 omnptyim%Vhh Flotilla �' � v I 1/4" MAX. Building Co" „� SHrrd Acirt►t ncallo s ?.,-lo s- 0+ 23105 drawing no. 1 W10-1 , product 1 sheet 6 of 8 • l 5250 3425 ITEM PART RSQD. DESORPTION MATERIAL Mm./SUPPIm/RI�I�fAm JL� 1 - 3/ DOOR FRAME HEAD/JAMB WOOD - o •0 2 - AS READ. TOP & W90M RMlL/HINGE & LOCK STILE/SIDELITE STILE WOOD - 1.250 1.750 I 1200 3 •- AS READ. ALTERNATE TOP & BOTTOM RAIL/HIiVGE & LOCK S71LE/SIOEI ITE sru WOOD 0.482 _ rr4 1 SILL COVER ALUMWl1MT 5.500 5 - 1 SILL FILLER WOOD - 0. 0 12 6 - 1 FRAME SILL WOOD Q FRAME HEAD/JAMB D INTERMEDIATE STILE AS READ. GLAZING BEAD WOOD - +� 7 - 8 - 1 ASTRAGAL 8 k PLYWOOD AB MARINE GRADE 13 PLY �i � d, 1.750 1.181 9 - 1 ASTRAGAL INTERIOR COVER WOOD - V p ehi 10 - - ASTRAGAL EXTERIOR COVER WOOD O a ' T/ 12 - AS READ. INTERMEDIATE STILE WOOD - a 1.693 13 S44 4/ LEAF HINGE EL OR ST/ST DELTANA - - ' I 14 X10 X 3" 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HERO 15 QEBD650 AS READ. FRAME WEATHERSTRIPPING Q-LON PVC SCHLEGEL 4.713 Q Ila F 5.500 / O WOOD S OPTIONS - GLAZING BEAD 1- SOUTHERN CHERRY 2- ANDEAN WALNUT 3- TROPICAL WALNUT g 1.000 4- WHITE OAK v I 5- YESQUERO •4 SPECIFIC GRAVITY = 0.50 MIN. (E=1,400,000) p •� N • •••• GRADE = 2 MIN. '� •• • I MOISTURE CONTENT = 12% MAX. .�• a •C3 : •••.: M-.492 2.500 ¢ •' U" :� :•••• 2 TOP & BOTTOM RAIL a Q • ••:•• HINGE & LOCK STILE/SIDELITE STILE SEALANT: '� 3 0 • 4.000 FRAME & PANEL CORNERS SEALED WITH NATIONAL CASEIN WUP 4379 ADHESIVE. ig iE N •• —1.750— ASTRAGAL z 0 (.750 0 I HINGES: 4" X 4" X .130" THK. HINGE S p:vt •• • • I I 4 PER LEAF" AT 9-3/4" FROM EACH END a Lt_i r • AND 25-1/2" O.C. MAX. 1 1.509 I I 4.000 LOC 5• 5 ® CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACME LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LUCK AT 36" FROM BOTTOM, c 9 T T DEAD BOLT AT 42" FROM BOTTOM R N ASTRAGAL INT. COVER HINGE OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR L£VERSET v a tt j{ 13 .13' THK. STEEL OPTION 2 a KWIKSET POLO KEYED ENTRY DOOR KNOBSET z �t M-.492 •278 OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET HINGE INSTALLATION SCREWS TO PANEL- (4) #12 X 1-1/4" FH SMS MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND a o a m c m . TO FRAME: (2) X12 X 3/4" FH SMS BOTTOM OF ACTIVE LEAF. o v � m O3 ALTERNATE 1,000 IN INNER HOLES (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) solo TOP & BOTTOM RAIL (2) 1/4" X 2-1/4" FH TAPCON L �a m o c HINGE & LOCK STILE/SIDEUTE STILE 10 ASTRAGAL EXT. COVER IN OUTER HOLES MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HGGER OR FPG WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. 4.625 Engn JAY�AHMAD �1.600— F1 CA 70592 -T --T PRODUCTREVISED 1.820 900 .685 im comptylag��the Florida ,.� � .062 I I c k-1.600 —� .2952.40O--�I� at10�n , _� f+ �� drewing no. .200 , N U-11 SILL COVER SILL FILLER FRAME SILLheet 7 of $ O 6063-T5 o WOOD o WOOD Mian adCPtOduci COCC tiro z $ O 5" X 5/8" WOOD DOWEL fi i 4 ' --- -/ Lft „pj U 5" X 5/8" WOOD DOWEL ���� a Q LL - 00, .' o0oo .' -� C baa - �5 0.1 - , �, 000 X11 A i• • PANEL TOP CORNER •• �.W :•••' FRAME TOP CORNER a 1 0tn • O 3 Q• • INTERMEQOS IATE CORNER o a �• ••••: Ti0 —• • �•••• 5" X 5/8" WOOD DOWEL �j A g•� • O --- 00,100 00, 001, 000 , - -i - --�-i C mo d - 'w �-0 �amvo PR REVISED :- 0 Build tn#t Iho Flot#dtt Engr. JAVAD ANMAD 0 c I CML • Aca* callo •O FLA. PE 170592 M ' E 1# R DMO C.A.N. a Ui � adeProduct on SEP r drawing no. 1/2° X 4-1/2" WOOD DOWELS AT SOUDAAMINATED WOOD iNSERr Wi 0-11 ,EWE BOTTOM CORNER IN FOUR SETS AT a" FROM TOP AND BOTTOM AND 28" O.C. PANEL BOTTOM COINER (3 DOWEL PER SET AT 2 O.C.) of 8 sheet 8