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WS-17-2360Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. WS -10-17-2360 Pennit Type: Windovvs/Shultters Work Classification: Door Replacement Permit States: APPROVED Issue Date: 10/13/2017 Expiration: 04111!2018 Parcel Number Applicant 935 NE 99 Street Miami Shores, FL 1132060340251 Block: Lot: USA SPECIALTY REALTY LLC Owner Information USA SPECIALTY REALTY LLC Address 935 NE 99 Street Miami Shores FL 33138- Phone Cell 3233 Commerce Parkway Miramar FL 33025- Contractor(s) F P G WHOLESALE INC Phone (305)266-2296 Cell Phone Valuation: Total Sq Feet: $ 3,500.00 40 Type of Work: MAIN DOOR OLD NEED TO REPLACE No of Openings: 1 Additional Info: MAIN DOOR OLD NEED TO REPLACE Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $2.00 $2.00 $0.80 $110.00 $9.00 $3.20 $129.40 Pay Date Pay Type Invoice # WS -10-17-65218 10/13/2017 Credit Card 10/04/2017 Cash Amt Paid Amt Due $ 79.40 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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. FuthermI authorize the above-named contractor to do the work stated. October 13, 2017 Authorized Signatur : Owner / Applicant / Contractor / Agent Building Depa October 13, 2017 ment Copy Date 1 cand CoN\,-e--Ia l ei5 cE - g �(R - 3 gb l BUILDING PERMIT APPLICATION Miami Shores Village Building DepartmenlEcEivEgREcEivED 10050 N.E.2nd Avenue, Miami Shores, Florida 331T d 4 17 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 F C 20 I Master Permit No. IS 23 (0 Sub Permit No. 11 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP (� (j L CONTRACTOR DRAWINGS JOB ADDRESS: Ci S 1ST City: Miami Shores f1 County: Miami Dade Zip: -27-513c3 Folio/Parcel#: 1 ` — 2- 0 (D' 03 9 " 02 5 ( Is the Building Historically Designated: Yes NO ,X Occupancy Type: 11 Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): U S S Pec 1 AL Re& 1 -TY SLC- PhonekCI) V C1 —31r° Address: 32.3` Ci3 Bkktkt(5.(, City: IV\ 1 (ChoState: r (-- zip: 3 3 0 2S Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: T --:?6 1-4))14.e, DL -5 w'yi kr.-t>✓11 Phonet 365-- 26C—a29 Address: —MO Co ^CA kK) City: M\ 1, '1nM. J State: F 1- Zip: g 3 i S S Qualifier Name: P --1—ef Cc.• • ro Phone#: r-coS 1 -CC 27.91 State Certification or Registration #: Certificate of Competency #: i Lig some -L-1 DESIGNER: Architect/Engineer: Phone#: m d re City: State: Zip: t Value of itic MPthis Permit::$:P,,� /SOD ,,.. • to 9We V sta! Type`ofWISrkcrzr..n a3Additigf }] Alteration I mama Description'ofiNoi+l:W" O �Z x Square/Linear Footage of Work: `'{0 S� ❑ New p LD n Repair/Replace ❑ Demolition Nl;eb'1-7) 25Prv4c8 Specify color of color thru tile: . ; , Submittal Fee $ Permit Fee $ f (g, GC) CCF $ • CO/CC $ Scanning Fee $ Radon Fee $ 2- • 0/' DBPR $ 2 • C� Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 9 - 4'0 (Revised02/24/2014) !`4. — t 1 r? 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 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this day of Ser'iexAJlie , 20 7 , by /C Xe444c.iP.' Zot.al bc- ho is personally known to me or who has produced ,1,/C/ ti Cera as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 0,3111,,,„ / Vii. D. S 300.1f 190312 . J Q • NO Q Cn •••. P 1.\.G•• ACe-.. ., /,Ar, .•UB ••••.%., ******************** 'i 06,5* �i'********************************************************************* Signature CONTRACTOR The foregoing instrument was acknowledged before me this (q day of Serl 7cM17<-5" , 20 17 , by DAer c, g, me or who has produced identification and who di NOTARY PUBLIC: Sign. Pri Seal: , who is personally known to as .0 a',, MANUEL FEIJ00 AP' t{ Notary Publk - State of Florida • a COmmlaalon #r FF 199757 ;: My Comm. Expires May 17, 2019 „ **'''''' Bonded through National Notary Assn :TOO APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review Zoning Clerk --20Z7 FLORIDA LIMITED LIABILITY CONIPANY ANNUAL REPORT DOCUMENT# L15000112340 Entity Name: U.S.A. SPECIAL REALTY LLC Current Principal Place of Business: 3233 COMMERCE PKWY MIRAMAR, FL 33025 Current Mailing Address: 3233 COMMERCE PKWY MIRAMAR, FL 33025 US F4L.ED Apr 22, 2017 Secretary of State CC4424395750 FEI Number: 47-4447051 Certificate of Status Desired: Yes Name and Address of Current Registered Agent: ZAMBRANO, ALEXANDER 3233 COMMERCE PKWY MIRAMAR, FL 33025 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Authorized Person(s) Detail : Title MGR Name ZAMBRANO, ALEXANDER Address 3233 COMMERCE PKWY City -State -Zi?: MIRAMAR FL 33025 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: ALEXANDER ZAMBRANO MGR 04/22/2017 Electronic Signature of Signing Authorized Person(s) Detail Date 10/4/2017 Property Search Application - Miami -Dade County OFFICE OF THE ROP RTY APPRAISER Summary Report Property Information Folio: 11-3206-034-0251 Property Address: 935 NE 99 ST Miami Shores, FL 33138-2568 Owner USA SPECIALTY REALTY LLC Mailing Address 3233 COMMERCE PKWY MIRAMAR, FL 33025 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,833 Sq.Ft Living Area 2,124 Sq.Ft Adjusted Area 2,447 Sq.Ft Lot Size 9,996 Sq.Ft Year Built 1961 Assessment Information Year 2017 2016 2015 Land Value $299,483 $259,715 $240,236 Building Value $259,994 $263,052 $266,111 XF Value $2,010 $2,010 $1,622 Market Value $561,487 $524,777 $507,969 !Assessed Value $561,487 $413,6461 $410,771 Benefits Information Benefit Type 20171 2016 2015 Save Our Homes Cap Assessment Reduction $50,000 $111,131 $97,198 Homestead Exemption $360,771 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 40 MIAMI SHORES SEC 8 PB 14-33 E34FT LOT 18 ALL LOT 19 BLK 170 LOT SIZE 84.000 X 119 OR 9319 438 Generated On : 10/4/2017 Taxable Value Information Previous Sale 2017 2016 2015 County Exemption Value $0 $50,000 $50,000 Taxable Value $561,487 $363,646 $360,771 School Board Exemption Value $0 $25,000 $25,000 Taxable Value $561,487 $388,646 $385,771 City Exemption Value $0 $50,000 $50,000 Taxable Value $561,487 $363,646 $360,771 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $561,487? $363,646 $360,771 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/04/2016 $675,000 30033-2581 Qual by exam of deed 06/25/2012 $550,000 28204-0816 Qual by exam of deed 02/01/2004 $385,000 22083-4943 Sales which are qualified 05/01/1976 $87,500 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: s 11 — 73(e Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of, same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: /.0142- 4/11-Aeazz 4oReee, er Signature Date Print Name \ 21+ AL-FAROOQ CORPORATION SITE SPECIFIC WINDLOAD CERTIFICATE Page 1 of 2 9360 Sunset Dr. I STE 220 I Miami, FL 33173 I T. 305.264.8100 I F. 305.262.6978 I www.afceng.com alfarooq@afceng.com Project Number: 75252-5656 Date Requested: 9/27/2017 2:02:06 PM Client: RICARDO CORNEJO USA SPECIAL REALTY LLC 3233 COMMERCE PKWY MIRAMAR, FL 33025 Mailing Address: RICARDO CORNEJO USA SPECIAL REALTY LLC 3233 COMMERCE PKWY MIRAMAR, FL 33025 Project Address: 935 NE 99 St Miami FL 33138 Job Name: OPENING DESIGN PRESSURES Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category D Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 1.03 Velocity Pressure Coefficient (Kz) 1.03 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 68.7 psf Velocity Pressure (Qz) 68.7 psf Gcp Zone 4 Next page Gcp Zone 5 Next page Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. @ 2017 , Copyright AI-Farooq Corporation Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2014 FBC. • • • • • • •• • •••• Wind pressures dht an next {,ague ZONE 4E= ZONE 51=3 •••• • • •••• • •••• •••• • • • • ••• • • • • d=10% OF LEAST HORIZONTAL DIMENSION •• •• •••• HEIGHT 'H' FR rEo ROOF I% THE MEAN •• ROOF HEIGHT• • • • • • • Valid Only with Engineer's Seal CAN (EB) #3538 9/27/2017 o. ��AL-FAROOQ CORPORATIQN SITE SPECIFIC WINDLOAD CERTIFICATE Page 2 of 2 9360 Sunset Dr. I STE 220 I Miami, FL 33174 I T. 305.264.8100 I F. 305.262.6978 I www.afceng.com alfarooq@afceng.com Project Number: 75252-5656 Mark Component NOAI Comp Size Area Gcp Coefficients Type FL# W(in) H(in) (sqf) Zone 4 Zone 5 Design Pressures (PSF) Zone 4 Zone 5 1 Swing Door 68.00 82.00 38.72 +0.90 +0.90 +44.3 +44.3 -1.00 -1.19 -48.5 -56.5 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loadsconverted to design loads as per 1609.1.5 of the FBC by0.6 multiplication factor.Wind Load Analysis for components and cladding withimpact protection as per specification of ASCE 7-10 &2014 FBC. Valid Only with Engineer's Seal `- �- r • !� .• • • .• • • ,• •••• • "•� • • •• ' •••• • ,.••,1„ '-, • • • •• • R •.•••• • • • : • ... . . . ... .. .. . • .• . .. .. • . •. ... . . • . i. ... . . . . ... • u• m m'rtn OF SMELT NE 99th STREET EXISTING SITE PLAN SCALE: 1/8' ' t' _._. ... .. . . . . . ... .. - ~ o.1 0615 '11 _ _ _ ^ NE 99th STREET • ° - °° ° °°°°°= ° ° ~° ° ° ° °° °°° = °= ° CV /0 CENTER OF MELT• • • . ° EXISTING SITE PLAN SCALE: ,/8"-r o ° °°° ° o ° ° ~ • ° ° ° •° °°° ° o ° °° ° o ° ° ° ° °°° °° °° ~°° o °°° o °° °°° • ° o °°° ° • ° °° ° °• ° ° °°° ° ° ° ° °°° LOT - /7 BLOCK - /70 F.1P %' 0 ALLEY .7-fE _ ea w eS BBB' �I t W r t. z 9 5' ASPEIN T . • ••• • • • ••• •• •• • • • • •• •• • • • • • • •• •• •• • • • •• • • • •••• •• • •• • • • •• • •• •• •• • • ••• • •• •• • • ••• • • • • • ••• •• • EAST8.100'(edM) IYUN •• I F P. / .. LY �r/D m THE WEST 16' { OF LOT -!8 { SLOG! - i70 FI P. r'1 NO 10. 1 SLOG,'' 7124,r'NRSAS �I:r P, �• CORNEA • • AG d1. ;` n A I '1''/L�z V 4 r 1 wS X I� _MTVit7lr / eV" *AL •_ A r, .7.111pr «�_7 ,Y �T1 SHE: ADC 4'. 'A4 •' .2GT f b I R .5' CHAIN I INT r_•,r- LOT - !9 BLOCK - %70 h'A - v TKr• RR. F� �!! 9�SJ^ I+ -i I 019:: STORY I' RESpENCE S :" A 't�'�h .t7G✓ 1 tzar f • • • • • • • • • �• • • • ••• • • • • • ii • • • • • • ••• • CERTIFIED TO: • •ULI•VA•, ADMIRE 868Y_LIV!#NAPIN . • • • U.S AISP*CIAQ RIAL*, L•k }FLORI%LIMITED LIABILITY COMPANY, •,LD:in,84 N8TI4Y,4L. IT;ElNSUR,47,46E COMPANY, L • • • • • • • • • •• ••• •• •••••••. w TOW' y'-2.51•0 1;:25. PLAN RR tJ'. V r ` IP TO' _War' TAE EAST SA' OF LOT - rJ - LCOI • 170 70.00 TOTAL R/W LI I 1.+ I .I —I —I 6r! `%P' ,NO WEST rckr.. zU' PARK WA Y 84.00' (R&M) • LOT - BO BLOCK - 170 3 r A 8 44 /FE 230 4,1-06645' n4'•1 195'ASFNAALT N.E. 99th STREET -------- F _-------'--- FLP. I ' NO /D. LOCATION SKETCH NOT TO SCALE IPI FTI7 • C. D R r �v 'r NE: ?8 n' STRLL' ELL, ia1„Ibl Q.,,,„1„7 «I+ LEGAL DESCRIPTION: THE EAST 34 FEET OF LOT 18 AND ALL OF LOT 19. BLOCK 170, "SECTION NO. 8 OF MIAMI SHORES". ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 14, PAGE 33, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY. FLORIDA. SURVEYORS NOTES: i) NOT VALID UNLESS S10NATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYOR'S SEAL B LEGAL DESCRIP77014 PROVIDCJ BYOTHERS. - 7J PROPERTti9 SHOWN HEREON WERE NOT ABSTRAGTEO FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTY RAT OF RECORD. 4j MEASUREMENTS TO WOOD FENCES ARF TO OUTSIDE OF WOOD, 5) UNDERGROUND MURIES. FOUNDATIONS, OR OTHER lMP.ROVEMENTS, IF ANY, WERE 1107 LOCADM, G ELEVATIONS, IF SHOWN ARE EASED ON NATIONAL GEODETIC VERTICAL DATUM 1939. 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. 8) MEJSUREMEN1S TO WIRE FENCES ARE TO CENTER OF LURE 9) WALL MEASUREMENTS ARE TO/FROM FACE OF WALL 10j DRAWING DISTANCE BETWEEN WALLS ANLVOR FENCES AND PROPERTY LINES MAY BE EXAGGERATED FOR CLAR•TY. i 1) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MAINAGEATE`ITAS'?CY FLOOD INFORMATION RATE MAPS 12)BEARINGS 1F ANY S,HO'I4,0., BASED ON ASSUMED PLAT NERIO/ANA,T: NORTH RIGHT OF WAY OF NC MI :.:...= IWESTT LEGEND Air—ArdCCI.'IOSAMA' AVE 'MM. euO DOMEVARC fib BENIN AMAK cAly culls TaEvisION ROA CD CATCH MANN CNS CYMXVPIP W.00K STRUCTLRE CPB CHOYOAEAR.AC CN pIDRD tIMITLNCE COR COR1LPR CI COURT F CGvTERALE CL CLEAR CONC. COM::WM CO CLEAN W: E8 EI CCM CSOX EIEV EIEVA7/DN ENCP. ENCROACHMENT EMP E'LEVATION/ILIEERENCE POINT Ir, FIND/ROC-A FN E•NC rrTMANT v IRRMA TON CONTROL AL I£ PCPs SWANI CrIVIMA INTIM IMON PIPE PMS PROFESWOMW LANDSA65EYOR PM FLOR1p1 POWER 6 LhiHT PSM .'ROF�SIONAL S:.RVLTORAN0 NIPPER FCP POUND Rpm PIPE PL PROPERTY LONE P..R FOUND PION POO POB PO/MlaP REam.4 PHD, FOLIO POC POPIT CP CJAMIENCDAEHT 1 ARC LENGTH PRG PONT OFREYFRSE CURVATURE (/ LEGAL OA N.I. PCRMNFNTIIEHFTICNCLMONLWEI, i.P. LIGHT OLE PT. PONT OP TA.NO'NCY LO LCENscc BLISRMESS R RAM. LS LAIC SUAEYOR IR) RECORD IMI 4CASMEO AI- RN FLOAT,. IAVO ADRRIAMERC,µ N.BTYAL OITIAI RW RIOlT-OXIIAY hGW NA MAL OEDOETIC vERTKAL DA Tow SAN. SM TAR, NO /0 NOTOENTNMALE 6.U•. BETPON PIPE I0 MINER SLR SET WON POO .VIS NOT TO SCA : S7. MEET DRO OFRCML RECORD 6Cbl T rANOERI Owl Oh PROPER TLMB TAN TGMORMYBENCH MIR( L1L4 OVFrtMGAP UICIry LMsS Tit TELEPHONE P.0 POW? OP CL,RVATURC TIP. TYPICAL �•+� PCC T, -Na A]IPOUNI GMNA.77m WV WATER METER N:V "A,Em VAIv±' Wu P 'WOOJ UMW -Y POLE SYMB OPEPNEN) UI,TY [YES -.-+ :VSG: FENCE W>xw lus �•O•� PWO•EAIY CORNER •++.� NIATCR PLOY, EASTnc GRADE CRNA TION --{+� MIHI OEHT ORAITE PLEVATi01f Ay WATER VALVE Rr ORNNAOEMA+/HCi16 `AM7MYA NSA,. -REHMRAYI 4 LIGHTING .7M rUA6 tl IiTCA.^.:t L[nT •`A•1Aa'C>Al4 FLOOD ZONE' X MAP 8 PANEL= 12086C0306 COMMUNITY NO.: 120652 SUFFIX: L DATE OF FIRM: 09-11.2009 BASE F.t.EV.= WA PROPERTY OF: U.S.A SPECIAL REALTY, LLC., A FLORIDA LIMITED LIABILITY COMPANY, 935 NE 99th STREET, MIAMI SHORES, FLORIDA 33138 NOT VALID WlR10UT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCCISED SURVEYOR AND MAPPER. A BOUNDARY SURVEY I HEREBY CER71/YT/wr WE` BOUNDARY SLAWEY WAS MAO[ W1'JCR MY SUPLIPASIJI AND MECTs STANDUIDS OF PRACTICE SET FORTH BY THE PLOIHDA WARD OF PROPlsSON•AL sVRVEYOIL: AND MAPPERS /H [RANTER N /7.050 THROUGH 6:47 062. F' O1PTM ATALEASTRADVE CODE, PURSUANT TO SEL'TION 172 O2T-FLORM STA TI TCS. AND. TWT THE SKETCH HEREON IS TRUE AND CORRECT 70 TN! UFST OF MY ICwWLEDGE AHD YkuEF, SUONEcr TO NO NA AND NOTATIONS SNOW,/ 71. FRANCISCO F. FAMROO FLORIDA PROFESSIONAL SU VEYOR AND MAPFER REGISTRATION NO, p87, PROFESSIONAL SURVEYING AND MAPPING LANNES & GARCIA, INC. LB # 2098 FRANCISCO F. FAJARDO PSM # 4767 (QUALIFIER) 2700 SW 37th AVENUE, MIAMI, FLORIDA 33133 PH (305) 666-7909 FAX (305) 442-2530 FTFI D DATE0IN612076 SCALE: 1' c 20' ' DRAWN BY: PAUL ( DWG No.: 220949 x DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 dobumentation 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 (AHD. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section an Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reservesthe right to have this product or material tested for quality assurance purposes. If this product or material UM to perform in the accepted manner, the manufacturer will incur the expense of such testing.dnd the ARI•may immediately revoke, modify, or suspend the use of such product or material within theisiurisdictioxr limit reserves the right to revolve this acceptance, if it is determined by Miami -Dade Comet? 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 tRLflorida Builryt.g Code, including the High Velocity Hurricane Zone. • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy •• •• •.•• DESCRIPTION: Series "Condoorlmpact" 81-0" Outswing Glazed Wood French Door w,6 saFdelites-I,,119�L APPROVAL DOCUMENT: Drawing No. W09-29, titled "Out -Swing Wood Patio Dbor (12M.I.)1 sheds 1 through 8 of 8, dated 05/11/09, with revision D dated 09/16/15, prepared by AlA oocj Corpplitioq, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dade County Product Control Revision stiltup 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: Bach 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", 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 ofNOA. 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 and renews NOA No. 12-0514.21 and consists of this page 1 and evidence pages E-1 and B-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMN7ADE COUNTY APPROVED NOA No. 15-0615.03 Expiration Date: August 25, 2020 Approval Date: October 08, 2015 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. 10-0503.02) 2. Drawing No. W09-29, titled "Out -Swing Wood Patio Door (L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09, with revision D dated 09/16/15, 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 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20?,-9et 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 205=90• • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 20Z -Be.:* • • ; • along with marked -up drawings and installation diagram of an' .Frencli .dooi, prepared by Hurricane Engineering and Testing; Inc., Test Reports No. • • • • • • • HETI-09-2501, HETI-08-2119A, HETI-08-2119B, and HETI14812172, •'Med 11/23/09 and revised on 07/15/10, all signed and sealed by Candido r.rxhit, P.Ed. • (Submitted under NOA No. 10.0503.02.) . • • . .. .. . ..• . C. CALCIILATIONS • • • 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition {2014), dated 06/03/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL C RTIFICATIONS 1. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology, Inc. dba GIasslam for their "Glasslam Safety -Plus II Glass Interlayer" dated 09/27/13, expiring on 08/07/18. 2. National Casing data-/ specification sheet of National Casing WUP 4379 Adhesive. 3. National Casein data-/ specification sheet of National Casein 5881 Adhesive. Manue,P.E. Product Cont aminer NOA No. 15-0615.03 Expiration Date: August 25, 2020 Approval Date: October 08, 2015 E-1 . . . . . • .• F.P.G. Wholesale. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated 05/26/15, issued by AI-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-08-2172, issued by Hurricane Engineering and Testing, Inc., dated 11/23/09 and revised on 07/15/10, all signed and sealed by Candida F. Font, P.E. (Submitted under NOANo. I0-0.503.02) G. OTHERS • 1. Notice of Acceptance No. 12-0514.21, issued to F.P.G. Wholesale, iugf 'ir theirSaries • • "Condoor Impact" 8'0" Outswing Glazed Wood French Door w/wo •Sidelites - , • approved on 07/05/12 and expiring on 08/25/15. • • • E-2 •••• •••• • . • •••• •••• ••••' . • ••• •• •••• . .. . . . . • .. .. . • . • . ••• . . Manuel Per P. Product Control er NOA No. 15-0615.03 Expiration Date: August 25, 2020 Approval Date: October 08, 2015 Z 8" MAX. HEAD/SILL FALSE MUNTINS MAY BE USED BOLT LENGTHS 96" LEAF HT. = 42" LONG B4" LEAF HT. = 30" LONG 80" LEAF HT. a 26" LONG CONCEALED FLUSH BOLTS w d ' ••• Q / i / U II D / -Ii=g=. II/ I U II \ II =�=1i=_ \II 1\ ---H-�_ ---�—,,_ k \ _— D N II = _u-- li / / 1 J 41 © -_4-- i i-); v ===_-W II u II \o1 _.\ I i / IW1 1 lel CY ACTIVE INACTIVE I 1411,1 11 38" MAX. CONCEALED FLUSH BOLTS 37 3/4" MAX. LEAF WIDTH 74 1/2" MAX. LEAF WIDTH FRAME WIDTH OUT -SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AHD DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. • • ••• • •• •. • • • • • • • • • • • • • • • • • • •••• • . • • • • • • • • • • ••• • • • • • • i .1 24" km _ • • 4billl • • • • •• •• • 5° MAX. HEAD/SILL CORNERS • • • • •• • • • • • • • • • • • • •_ • ••• • 1 THIS PRODUCT HAS BEEN DESIGNED AND ttstED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCRY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE 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. MATERIALS .INCWDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WHH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE �a U • • m • • •• .• • •• • • I- �• • • • • • • 6 x w m J I• 1• 6" MAX. HEAD/SRL e4 22 1/8" D.L OPG. O 5" MAX. �• • 0. ••• • ii •• � • a ' ••• Q / i 1 1 1 1 1 1 / / / / H ACTIVE 11111 36" MAX. 0 I/ / / / / INACTIVE 37 3/4" MAX. / LEAF WIDTH LEAF WIDTH 150 1/2" MAX. 37 3/4° MAX. HEAD/SILL CORNERS SIOEUTE WIDTH FRAME WIDTH TYPICAL ELEYATIONt PRODUCTREVISED as complying Mai the FloridaDoildlag °°da AcceptD3 lon Data ♦ :�i•-C_ � '.I'r c Dy tYBalnl ado Product ant THESE DOORS/SIDEUTES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DURABLE'. THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA USING AND MUST HAVE A SPECIHC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. LAM. INSUL. GLASS SOLID WOOD INSERTS LARGE MISSILE IMPACT 13 m o z to � gzE O 3 of Z 3be O a 8 C.O4"3 1- a0, �{{ i a .9 5 q R N g s i? U 0 i5 .I S a drawing no. W09-29 • • ••• • • • ••• •• • • • • • • • • • • •• •• • • • • • SINGLE LEAF (X) OR DOUBLE LEAF 01) DOORS DESIGN LOAD CAPACITY — PSF r ' GLAZING TYPES LEAF WIDTH LEAF HEIGHT 'A'. '8', 'C' OR 'D' FT./IN. FLAN- EXr. (+) INC (—) 2/0 • _ 60.0 60.0 2/6 8/0 60.0 60.0 3/0 • ., 80{1....4 .BOA SIUCONE BEAD DOW CORNING 995 3/16" TEMP. GLASS 0.10' Interlayer Glasslam Safety—Plus II By 'Polymer Extrusion Technology, Inc.' 1/8' TEMP. GLASS 3/8" AIR SPACE 1/8" TEMP: GLASS o_ .m z 6D X 1-3/4" LONG y{ BRAD NAILS '�11 � 7" FROM ENDS Q �SUPER SPACER �1� PREMIUM EE (FLEXIBLE SIUCONE) BY 'QUANEX' PL AYSEAM ACRYUC LEAF WIDTH LEAF WIDTH X SILICONE BEAD DOW CORNING 995 1/8" TEMP. GLASS 0.10' Intelimm- Glassiam Safety—Plus D By 'Polymer Extrusion Technology. Inc.' 3/16' TEMP. GLASS 3/8" AIR SPACE 1/8' TEMP. GLASS �m GLAZING ,TYPE-Ite 1' OVERALL THICKNESS a i XX LEAF • • ••• yam • • • • • . • ••• • • • V • •• • • • • • •• • • ••• •• 1STATIVARY :ANEL (0) OR DOORS KITH SIDBUTBS r • TDlSl6N LOAD CAPACITY — PSF r GLAZING TYPES WIDTH LEAF HEIGHT 'A'. le. 'C' OR V F1(W) FT./iIli • • W'AN' ETR (+) INT. (—) z/10 • • 60.0 60.0 : • 2/6: • • 8/0 60.0 60.0 Is 3/0 • • 60.0 60.0 •• •• •• •• ••• •••• •• • • • • • NOTE: • • GLASS•CAPRCITItS 0�1 TM& 41E?T•ARE • BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 6D X 1-3/4" LONG BRAD NAILS & FROM ENDS � & 1° O.C. MAX. FAApro o:� SUPER SPACER PREMIUM (FLEXIBLE SIUCONE) BY 'QUANEX' PLOYSEAM ACRYLIC SIUCONE BEAD DOW CORNING 995 zm GLAZING TYPE 1' OVERALL THICKNESS BRAD NAILS TO COMPLY WITH ASTM F 1667-13 1/8" TEb1P. GLASS 0.10' Interlayer Glasslam Safely—Plus II By 'Polymer Extrusion Technology, Inc.' 1/8" TEMP. GLASS 3/8° AIR SPACE 1/8" TEMP. GLASS 6D X 1-3/4" LONG _ BRAD NAILS y ,( FROM ENDS & �5 I & 3" QC. MAX. trj SUPER SPACER PREMIUM (FUMBLE SIUCONE) BY 'QUAN CR Y PLOYSEAM ACRLIC O EE GLAZING TYPE '0' 1" mama THICKNESS PRODUCTREVISED m aompglyiugCoda •with the floods ccopt+ O AcmptatuoNo se .0 1.3tp on/sets ✓].1/0.:1•py2p By Wang Fade Product Can • • GLAZING OPTIONS WIDTH W� 1_,_W2_, W7 W2 W7 W1 W2 V/1 WIDTH (W) = W1 + W2 (FOR DOORS WRH SIoELRES) 2 DECORATNE MOLDING OPTIONAL 1-11/16' NW. INSERT SOUR WOOD OR LAMINATED WOOD 6D X 1-3/4' LONG BRAD NAILS 1' FROM ENDS & 3" O.C. MAX. m iggl)1 CORNING 995 s GLAZING TYPE 'D' WOOD INSET OPTION MAX. AREA OF GLASS TYPES 'A' OR 'B' 13.0 S . FT. MAX. AREA OF GLASS TYPE 'C' 10.4 SQ. FT. MAX. AREA OF WOOD INSET 19.0 SQ. FT. GLAZING TYPES 'A% 'B' 60 X 1-3/4" LONG BRAD NAILS 1' FROM ENDS & 3' O.C. MAX. GLASS WITHIN WOOD INSET OPTION (13444u 0. h w g a G ao U'ty.a 20 Qtt4p 04433. ua. 0, 9 a6 z 2 .4 H R d S t J D [date. 05_11-00 1 1 n drawing no. W09-29 • •• •• LEAF WIDTH a S .i s S 4 LEAF WIDTH !l 'rte i 11 l LEAF WIDTH r�� Il LEAF WIDTH 6r Iftftiliftfteftft i < i i • • • • ••• •• •• •• • ••• LEW WIDTH• • • • • • • • • • • i [•••••••-••4 1 • 1 • 1 • • r • • • • • • •• • • • • • • • LtItF•• LFAF•WIDTH LEAF WIDTH • • • • • • • • • • • •• • • • • • • •• • •• • •• • • • • • ••• •• r") l • LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS ARE ALSO ALLOWED. J MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS ............ 5-1/2" LOCK AND HINGE STILES 5-1/2" INTERMEDIATE STILES 5-1/2" SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESIGN LOAD CAPACITY. PRODUCT REVISED • es complying with the Florida A,mdmacndc _D6AcceptancoNo X03 Tac imflo Dace • Ay Ugh. _ .f�; LEAF WIDTH �1 .i t"1 LEAF WIDTH Engr..UVA° AHMAD CML FLA. PE i 70592 CAN. 3538 (uq.0 0j-. W Q 4 N 1•L7 (ri a e M Q 08 `t UA 0 0a¢o 11111 wa1q (t EI N 8 J O U cc O 0 0 0 0 0 3 r1 Z F O EI � g pH` RF N 432RR a c 0 w a 2 te m O 0 4 S i� a 4 S 1 drawing no. W09-29 iel.nuF 2 ..f a T BOLT SUPPORT AT HEAD/SILL ALUM STRAP BRACKET FASTENED WITH (2) /3 X 1-1/4" SMS ALUM STRIKE PLATE EMBEDED IN WOOD A •• I EXTERIOR ID O EDGE DIST.J POLYURETHANE GLUE •• • • ••• • • . ... .- . • • •• •• •TYP • MIALSNECHEIS. •• • •• •• • •• R• _.. TYPICAL ANCHOR • FOR•SPACIMG • • • �N • ORSEESPACMGEEV , . • • • • EDGE DISt zBY WOOD BUCK 115/.4.OR • *oft • w000 sti k • • • • • - PViCo i: Jb 71• • re'V e TYPICAL ANCHORS SEE ELEY. FOR "PACING SURFACE BELTS SEE SHEET 1 0 "1YFICAL_ANCHORS6. • L °..o'• SEE ELEV. FOR SPACING EDGE DIST. DOOR UNITS •• ••• • •• #8 X 2" FH SMS AT 3-1/2" FROM ENDS AND 15" O.C. MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING �_- 1 EDGE DIST. I awn MIAMI-DADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA 6 EDGE DIST. \\ \\ TYPICAL ANCHORS SEE ELEV. 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. #8 X 2" FH SMS AT 3-1/2" FROM ENDS AND 15" O.C. MAX. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1,14" DIA ULTR4CON BY 'ELCO' (Fun177 KSI. Fy-155 KS() INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/.4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) •: 4 11: L (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MUWONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN. ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. / ® CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. 6-eliir ORODUCE'RBVtS®C-90 NORMAL WEIGHT HOLLOW/FILLED BLOCK A7 JAMBS fm = 2000 PSI MIN. a4 comPEY�B��N • ortde 90 NOELLr. J/ ED B�//i.��/� Aaepmnc�eNo r� •a ►Fu PE 70592 38� [ %Ua[C J �%-'� 0 CAN. 535 v •:� �Iaa Co Ira{ TYPICAL ANS `•-. SEE ELEV. EDGE DIST. FOR SPACING POLYURETHANE GLUE STURIT.TTF`. TTNTTS �J eftV a O h da yt. 01'04° Qa'a0 Zig§2 o Ng 4a420 0 0 0 0 0 o_ 0 3 1 0 E o o g Vi"p �g 2,100 6� vrc °�a a 0 .y d 0 v° S S c 0 L' 4 .g• drawing no. W09-29 (sheet 5 of 8 ) • • ••• i i11.1 •• •• • • • •• •• • • • • • • • • • • BR/AD•Nms • • • • • AT•12' 0.11,4% • • • ••• • • • 88x2' FH WOOD SCREWS IN PAIRS (10) AT EACH END AT 3/8" FROM ENDS AND 2' O.C. MAX. T(PICAL ANCHORS SEE ELEV. FOR SPACING /8x2' FH WOOD SCRUM AT 15-3/4' FROM ENDS AND 8" O.C. MAX. ACTLVB LEAF P11111 TIPICAL ANCHORS_SEE ELEV. FDR SPACINGf;l ro `���` e°. � � -�7/I a�+rd PRODUCT REVISED as complying with the Florida Building Code • AcceptanneNe • 1,,. o Date+;Ipr-7 �it :Job" 11, *Product Control Eno.. JAYAD MAO CML FIA. PE . 70592 N 23 2011 • rehm ) Q & m n • 0 s ce o u. 8' h 14 o'&wj2 o a 0.4G movtot 4.0,4 4E,Er cn J 0. g 0 O Q a 0 i OUT -SWING W n s F a v 14 tl m 0 v k 'drawing no. W09-29 • • ••• • • • ••• • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX SHIM #8 X 2" FH SMS AT 5-3/4" FROM ENDS AND 14-1/4" O.C. MAX POLYURETHANE GLUE 5 1/2" MRL • • • II • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • •• • N • •• ••• • 4/4. X i-1.i4r 6W'Amen • • • • • Ai r•FROM EilOi • • • • ANN 1IND.C. MAX. • • • • r • • • •• •• • • 3-1/2" X 1/8" ALUM PLATE (6063-152) FULL LENGTH #8 X 3/4" FH SMS IN PAIRS AT 1" FROM ENDS k 10-1/2" O.C. D.L OPG. LEAF WIDTH 0 5 1/2" MIN. FRAME WIDTH EXTERIOR 5 1/2" MIN. D.L. OPG. . LEAF WIDTH TYPICAL ANCHORS SEE ELM FOR SPACING METAL S(RUCTURE i 1/4" MAX SHIM SILICONE DOW CORNING 795 PRODUCTRU'YISPD . Iias camplyi lwiidf Wo Florida Acapulco - % A "Qs _ LJC7 Expiration Dam ..7I�G�'ZGZp yde Product Con mi Engr. JAVAG AHMAD CML FIA. PE # 70592 CAN 3538 SEP 32015 O O O Q a_ 0 0 3 C) 3 N H 0 N C3 iJQJ III 9. (n ? t7.3 c �3a O�9m �g " O 0 o� O j ltnM CI C O s8V6 C N M!S5 zN RE R ,th:h T a O O d 3 d c I 8 0 U 1 tn n s S 3 drawing no. W09 -29 5.250 .69x0 \ \ 1 I \\\\X.1 I t^ --3.140—e1 OO FRAME HEAD/JAMB • •••• • • • ••• •• •• • •• • •• •• • • • • 3.925------{ • f • I\ \ \\\\M 92 • s•p • 5500 �• • • t2 INTERMEDIATE STILE • i • ' 5.500 / d.71J O TOP & BOTTOM RAIL HINGE do LOCK.STILE/SIDEUTE STILE 5.500 O ALTERNATE TOP & BOTTOM RAIL HINGE & LOCK STILE/SIDEUTE STILE OO GLAZING BEAD GDo p- 2.500 �I O ASTRAGAL •• • • ••• • •rrEM:f 'ammg • • s;•i • -• • • REQIR 3/ DOOR • • JUSCRD: TION FRAME HEAD/JAMB MATERIAL MANP./SUPPLIER/REMARR6 WOOD 2 AS REQD. TOP & BOTTOM RAIL/HINGE & LOCK S TILE/SIDELRE STILE WOOD 3 AS READ. ALTERNATE 10P & BOTTOM RAIL/HINGE & LOCK Si1LE/SIDELRE STILE WOOD • • _• 1••SILL COIIR ALUMINUM • • • • -• • • ••1 • 8 • •- • 7 • _ • •1 • • 1 • AS RED' SILI'ALLER WOOD FRA NE SILL GLAZING BEAD WOOD WOOD 8 t ASTRAGAL PLYWOOD AB MARINE GRADE 13 PLY 9 1' ASTRAGAL INTERIOR COVER WOOD • •••• •••-1- apS•TRIIGAL EXTERIOR COVER WOOD • 011 • •- • _11—• 44• • ASM7[QD. 41LEAF INPERMEDIATE STILE • RING' WOOD STEEL OR Sf/ST DELTANA • 149 SRO XSo V MAR ?FAME ASSEMBLY SCREWS FLAT HEAD 15 QEBD850 AS READ. FRAME WEATHERSTRIPPING Q-LON PVC SCHLEGEL ()ASTRAGAL INT. COVER x.276 -=11.000 F� tG ASTRAGAL EXT, COVER dA00 HINGE 13 .13' THK STEEL 4.000 HINGE INSTALLATION SCREWS TO PANEL (4) 112 X 1-1/4' FH SMS TO FRAME (2) #12 X 3/4' FH SMS IN INNER HOLES (2) 1/4" X 2-1/4' FH TAPCON IN OUTER HOLES _9i .685 1.600 O s>uni- ,29b��2.4G0�� OFRAMF SII I worn WOOD OPTIONS 1— SOUTHERN CHERRY 2— ANDEAN WALNUT S- TROPICAL WALNUT 4- WHITS OAK 5- YRSQURRO SPECIFIC GRAVITY = 050 MIN. (E=1,400,000) GRADE = 2 MIN. MOISTURE CONTENT = 12SC MAX. SEALANT: FRAME & PANEL CORNERS SEALED WITH NATIONAL CASEIN WUP 4379 ADHESIVE. HINGES: 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9-3/4" FROM EACH END AND 25-1/2" O.C. MAX. LOCKS: CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 36" FROM BOTTOM, DEAD BOLT AT 42" FROM BOTTOM OPTION 1 m EMTEK CORTINA KEYED ENTRY DOOR LEVERSET OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TDP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG WTTH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. BRODUCTRHVISED as complying With 1heFIOTIde Buitdiog Coda Acceptant* No Nation Dato By adoucTCO D3 Enon JAVAD AHMAO CML RA 470592 CA .353838 3 2015 it's° z g o g a. � N O p a Ma u. 0t v y/v Q (x�m�1 z•.W 0 on•gi oa O q W »s6 et 3 J a O U i tr a. 0 F a }j Z 1 5 LL v, a 0 ti i g =Of' 0 h g 0 a c O m i v v a 8 8 oc Y A • • c drawing no. W09-29 • • 000 • • .4141. 4141_00 • • • 4141 410 • • •4100 • • • • • • • • •• • • .4141 • •• • • . 4141. • • •• • • • • •• • • • s" x s/D" WOOD DOWEL • • • • • 0041 • • • • • • 4141• • • 5"X 5/8" WOOD DOWEL •• • • • • • • •..0• • • FRAME TOP CORNER PANEL TOP CORNER INTERMEDLATE CORNER 5" x s/B" WOOD DOWEL t I -N# 1�\ l: FRAME BOTTOM CORNER (7) 1/2" X 4-1/2" WOOD DOWELS AT SOUDANANATED WOOD INSERT ON EACH SIDE AT 9" FROM BOTTOM AND 2" O.C. PAMPI GnTTn,A Pranocia drawing no. W09-29 RECEIVED OCT.0 1017 5" X 5/8" WOOD 00 EL FRAME TOP CORNER FRAME BOTTOM CORNER N INTERMEDIATE 4K yr WOOD DOWEL • L -TOP CORNER IT #: � fv iami Shcres Villa APPROVED BY • e DATE 7nur4lr, n P r BI nr4 SUBJE STATE I E Nu C �I CQLIPLJANCE WITH ALL. FEDERAL X 5/8" WOOD DOWEL Y�l1YiYRULES AND REGULATIONS 4/111 (7) 1/2" X 4-1/2" WOOD DOWELS AT SOLID/LAMINATED WOOD INSERT ON EACH SIDE AT 9" FROM BOTTOM AND 2" 0_C. PROD JCT RBVISh-D as complying with Lilo Florida Bandita Code , Acceptance No Ion Date I i 13y Miami Ar101. Iii_1 o • c Product Contr r • 03 PAAII 1 11n7171LA rnGnlCO 0 O O w ao o f �a M M 0 °a'ao O 4 o0o a O Q W. 4612 h Of 0 cn N I rn 0 zJ I a 0 U v c •••► rr r • r� rv.• Pito^y r lf-• • rOr . a .O• r� Z cn O Eng r: JAVAD AHMAD CIVIL FLA PE 70592 CAN. 38 461 • • • • • • • o' I• • • g1 •t• `r • aW < rn to co o g Q� • L.0 � N V .tL 0 00 at lt: M J N C O co .) m C O .Y n U ln O b O z 8 W A N d 0 ro 0 csa 0 iv 0 O c m to 0 m i 0 v Y w -o r u drawing no. W09-29 :• • • •• • • • •• •••• • •••• • • • • • • •••• •••• •••• • • .650 \\\\ 7 O 5.250 \\\\\ 1.TO0 1-=3.140 FRAME HEAD/JAMB 3.925 5.500 INTERMEDIATE STILE 5.500 x1.750-1 .492 4.713 O TOP & BOTTOM RAIL HINGE & LOCK . STILE/SIDEUTE STILE 5.500 1.750-1 O ALTERNATE TOP & BOTTOM RAIL HINGE & LOCK STILE/SIDELITE STILE 1.6193 8 -c-1.819 O GLAZING BEAD 2.500 O ASTRAGAL ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 - 3/ DOOR FRAME HEAD/JAMB WOOD - 2 - AS REQD. TOP & BOTTOM RAIL/HINGE & LOCK STILE/SIDEUTE STILE WOOD - 3 - AS REQD. ALTERNATE TOP & BOTTOM RAIL/HINGE & LOCK STILE/SIDEUTE STILE WOOD - 4 - 1 SILL COVER ALUMINUM - 5 - 1 SILL FILLER WOOD - 6 - 1 FRAME SILL WOOD - 7 - AS REQD. GLAZING BEAD WOOD - 8 - 1 ASTRAGAL PLYWOOD AB MARINE GRADE 13 PLY 9 - 1' ASTRAGAL INTERIOR COVER WOOD - 10 -- - ASTRAGAL EXTERIOR COVER WOOD - 12 - AS REQD. INTERMEDIATE STILE WOOD -- 13 S44 4/ LEAF HINGE STEEL OR ST/ST DELTANA 14 #10 X 3" 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD - - 15 QEBD650 AS REQD. FRAME WEATHERSTRIPPING Q-LON PVC SCHLEGEL 1.309 1.750 In: .375 —I L 1.50 1.5[ 9 .250 ASTRAGAL INT. COVER x.276 -1 J,...0 1ASTRAGAL EXT. COVER HINGE; 13 .13" THK. STEEL HINGE INSTALLATION SCREWS TO PANEL: (4) #12 X 1-1/4' FH SMS TO FRAME: (2) #12 X 3/4" FH SMS IN INNER HOLES (2) 1/4" X 2-1/4" F1i TAPCON IN OUTER HOLES 4.625 L .062 .200 0 1.820 SILL COVER 6063-T5 .900 1.600 -�I .2951-� 2.400-�1—t- 1_ r-1.600 .685 ,115 OSILL FILLER wnnn O FRAME SILL Wenn WOOD OPTIONS 1— SOUTHERN CHERRY 2— ANDEAN WALNUT 3— TROPICAL WALNUT 4— WHITE OAK ' 5- YESQUERO • SPECIFIC GRAVITY = 0.50 MIN. (E=1,400,000) , GRADE = 2 MIN. MoISTURE CoNTENT = 12X. MAX. . SEALANT: FRAME Sc PANEL CORNERS SEALED WITH NATIONAL CASEIN WUP 4379 ADHESIVE. HINGES: 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9-3/4" FROM EACH END AND 25-1/2" O.C. MAX. LOCKS: CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 36" FROM BOTTOM, DEAD BOLT AT 42" FROM BOTTOM OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. PRODUCT REVISED as rnmplyjng �vill� We Florida 13uildina Codc Aceeplonca No &Dijon Date - D 4 By 03 Engr. JAVA() AHMAD CML FLA. PE 70592 C.A. 538 3 2015 .4 .� • • : 1 1 41"u Z O °f W ii aN O p • w O t d ✓ a 0, 0 0 aQo � C °atax i Qa Wim u.1A1 o aV42 • I 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING O1/4" X 2-1/4" ITV! TAPCONS O O AT 3" FROM ENDS 1 AND 12" O.C. MAX. #8 X 2" FH SMS AT 5-3/4" FROM ENDS AND 14-1/4" O.C. MAX. Y U m -\*____ Q / r A irilt - ;i1- vt . 3-1/2" X 1/8" ALUM PLATE (6063-452) FULL LENGTH #8 X 3/4" FH SMS IN PAIRS AT 1" FROM ENDS & 10-1/2" O.C. POLYURETHANE GLUE 5 1/2" MIN. EXTERIOR 5 1/2" MIN. 5 1/2" MIN. LEAF WIDTH D.L. OPG. 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX. SHIM FRAME WIDTH SILICONE DOW CORNING 795 PRODUCT REVISED . Bues com ildingplying with We Florida ;,r- ; ceN �/ A �• ^� Acceptance No _2026, Acceptance Expiration Date ;7.f -Li 2O� / � By z.I`/.. , . .� Mi =ado Product Control Engn JAVAD AMMO CML FLA. PE I 70592 C.A.N 3538 SCP i 2015 • • • • • • �V •J• W ••• Ct .g. ••• .• • D O• C9 Z_ to FI O O N C O .L v • M • • o • Ifl • • •SI., .� ..rg•� M •W • ke •�1 • r ▪ E. • •J�Q 'O o• Q � N i U o. . 0 C a+ d 'C U to N U 0 O O Z UPDATED 70 2014 FED O 0 0 M O csi ri O O N O a �md O 0 C Q m O O • 1 • r ra 0 N u 1 A r drawing no. W09-29 • • • • • •• •• •• • • •• • • • • • • ACTIVE LEAF SD X 1-3/4" LONG BRAD NAILS AT 12" O.C. MAX. \t„ i VIIIIMIII� iiiiiiwi MR IR ;Vii. Mnimmi l tIIpi- i IIIIII!!kvi. _ Almwok1IM1,1l1U_\\ --1* 18 X 2" FH WOOD SCREWS IN PAIRS (10) AT EACH END AT 3/8" FROM ENDS AND 2" O.C. MAX. INACTIVE LEAF INSET WIDTH . EXTERIOR LEAF WIDTH 1/4" MAX. SHIM 1BY WOOD BUCK ACTIVE LEAF INACTIVE LEAF INSET WIDTH LEAF WIDTH WOOD DOWELS SEE SHEET 8 FOR LOCATION 5 1/2" MIN. INSET WIDTH EXTERIOR 1/4" MAX. SHIM FRAME WIDTH PRODUCT REVISED as complying with the Florida 9uildL►g Code Acceptance No a tlo Date ado Product Control drawing no. Wog --29 0 0 0 c. BOLT SUPPORT AT HEAD/SILL ALUM STRAP BRACKET FASTENED WITH (2) #8 X 1-1/4" SMS x rR ALUM STRIKE PLATE EMBEDED IN WOOD n 4 _ .4 EDGE DIST., •••1•* POLYURETHANE GLU� TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK EDGE DIST; _I Z ai a 0 TYPIC L ANCHORS SEE ILEV. FOR PACING I N I II I I I SURFACE BOLTS SEE SHEET 1 1d151CACMCHORS a• `• BEE ELEV. • FOR SPACING EDGE DIST. •I. DOOR UNITS 2 0 0 0 LEAF HEIGHT POLYURETHANE GLUE O� O a. a 0 4 �r I I I I I 'MITO Al • 9I V 9 • v • v EDGE DIST. e 1 SID FIT .TTF. TTNTTR TYPICAL ANCHOR SEE ELM FOR SPACING 2BY WOOD BUCK 1111 OR woo0 Y • 1 CTURE NEM #B X 2" FH SMS AT 3-1/2" FROM ENDS AND 15" O.C. MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. -- — ---11 MIAMI-DADE COUNTY APPROVED MULUON & MULUON ANCHORS SEE SEPARATE NOA A EDGE DIST. TYPICAL ANCHORS SEE ELEV. 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. #8 X 2" FH SMS AT 3-1/2" FROM ENDS AND 15" O.C. MAX. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/_4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. • • •• • • •r • � • • • • WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 'RODUCTp:SYISED C-90 NORMAL WEIGHT HOLLOW/FULLED BLOCK AT JAMBS f'm = 2000 PSI MIN. as complying with the llorida Engr: JAVAD AHMAD Building Code ...+ f G.0 CML AcceptancoNo -+C VVF CA.N. 538 92 Date 7. ,'I, v•why /! Ij <• TYPICAL AAL •• -!ade °ro WCo fro{ SEE ELEV. FOR SPACING Z 0 O Q�a � 00 a� c) 0 0.Qd °o g g Cita a t° a log— o iIRIN>n COMP -ANL\WOS-2 ••• •0.1 • t • • ▪ .. ,-• •c4 • . • ca � CO . r» 1 •I:413 o .'� dy ras- p70: OALLI all '1.n >-• . o. . Q•W� Q N _, }��O Z N V L` w 0 N 0_05— rn o p c m c 0 .y L c 0 0 a U m a� v 8 m P UPDATED TO 2010 FBC UPDATED TO 2014 FBC a .o u a •O 0 0 m 0 O 8 m N tD S 0 C m U O 0 i 2 .$ c e m M L 8 0 .n �, �T L drawing no. W09-29 r . . • • 1-t , O 1 I t I I I I. I. II �r I I I I I 'MITO Al • 9I V 9 • v • v EDGE DIST. e 1 SID FIT .TTF. TTNTTR TYPICAL ANCHOR SEE ELM FOR SPACING 2BY WOOD BUCK 1111 OR woo0 Y • 1 CTURE NEM #B X 2" FH SMS AT 3-1/2" FROM ENDS AND 15" O.C. MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. -- — ---11 MIAMI-DADE COUNTY APPROVED MULUON & MULUON ANCHORS SEE SEPARATE NOA A EDGE DIST. TYPICAL ANCHORS SEE ELEV. 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. #8 X 2" FH SMS AT 3-1/2" FROM ENDS AND 15" O.C. MAX. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/_4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. • • •• • • •r • � • • • • WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 'RODUCTp:SYISED C-90 NORMAL WEIGHT HOLLOW/FULLED BLOCK AT JAMBS f'm = 2000 PSI MIN. as complying with the llorida Engr: JAVAD AHMAD Building Code ...+ f G.0 CML AcceptancoNo -+C VVF CA.N. 538 92 Date 7. ,'I, v•why /! Ij <• TYPICAL AAL •• -!ade °ro WCo fro{ SEE ELEV. FOR SPACING Z 0 O Q�a � 00 a� c) 0 0.Qd °o g g Cita a t° a log— o iIRIN>n COMP -ANL\WOS-2 ••• •0.1 • t • • ▪ .. ,-• •c4 • . • ca � CO . r» 1 •I:413 o .'� dy ras- p70: OALLI all '1.n >-• . o. . Q•W� Q N _, }��O Z N V L` w 0 N 0_05— rn o p c m c 0 .y L c 0 0 a U m a� v 8 m P UPDATED TO 2010 FBC UPDATED TO 2014 FBC a .o u a •O 0 0 m 0 O 8 m N tD S 0 C m U O 0 i 2 .$ c e m M L 8 0 .n �, �T L drawing no. W09-29 r . . • • LEAF WIDTH LEAF WIDTH IIMIN 11 <r i i i LeVe•00 LEAF WIDTH m 1L. o LEAF WIDTH LEAF WIDTH II I EIMSII. LEAF WIDTH i / i I i LFAF WIDTH LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS 5-1/2" LOCK AND HINGE STILES 5-1 /2" INTERMEDIATE STILES 5-1/2" LEAF WIDTH SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESIGN LOAD CAPACITY. LEAF WIDTH PRODUCT REVISED as complying with the Florida Building Coda �O fpw:� rOS Acceptance No Ex Ratio Date dr .01/ By LEAF WIDTH Engr: JAVAD MAD CML FLA. PE 1 70532 CAN. 538 0 • • • • V 1 43 Z CO 0 is 171 LU g N Q 0 a a 4 O t; d' ✓ Q a o 0o.cgli O 03to'a1 1r fir j0 � N w z ui - o �014i' ¢ big r r r r c� N I m 3 Q I a_ U .r • • • H 0 • • p • a • .. • • • _ • • M •'R. Z • Z ' .� •Q M • '0 J - I Ocs, o,L C• 0 11. 1J: C O N C O Q U co Uo N W V 2 NO CHANGE THIS SHEET U 2 O v 0 2 0 O N 0 0 c 4 i 0 v° a m v a f 8 o_ 2 a5' v 3 u drawing no. W09-29 f•1•.eo1. i / ,; LEAF WIDTH IIMIN 11 <r i i i LeVe•00 LEAF WIDTH m 1L. o LEAF WIDTH LEAF WIDTH II I EIMSII. LEAF WIDTH i / i I i LFAF WIDTH LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS 5-1/2" LOCK AND HINGE STILES 5-1 /2" INTERMEDIATE STILES 5-1/2" LEAF WIDTH SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESIGN LOAD CAPACITY. LEAF WIDTH PRODUCT REVISED as complying with the Florida Building Coda �O fpw:� rOS Acceptance No Ex Ratio Date dr .01/ By LEAF WIDTH Engr: JAVAD MAD CML FLA. PE 1 70532 CAN. 538 0 • • • • V 1 43 Z CO 0 is 171 LU g N Q 0 a a 4 O t; d' ✓ Q a o 0o.cgli O 03to'a1 1r fir j0 � N w z ui - o �014i' ¢ big r r r r c� N I m 3 Q I a_ U .r • • • H 0 • • p • a • .. • • • _ • • M •'R. Z • Z ' .� •Q M • '0 J - I Ocs, o,L C• 0 11. 1J: C O N C O Q U co Uo N W V 2 NO CHANGE THIS SHEET U 2 O v 0 2 0 O N 0 0 c 4 i 0 v° a m v a f 8 o_ 2 a5' v 3 u drawing no. W09-29 f•1•.eo1. ,; i i r i I 6 / LEAF WIDTH IIMIN 11 <r i i i LeVe•00 LEAF WIDTH m 1L. o LEAF WIDTH LEAF WIDTH II I EIMSII. LEAF WIDTH i / i I i LFAF WIDTH LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS 5-1/2" LOCK AND HINGE STILES 5-1 /2" INTERMEDIATE STILES 5-1/2" LEAF WIDTH SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESIGN LOAD CAPACITY. LEAF WIDTH PRODUCT REVISED as complying with the Florida Building Coda �O fpw:� rOS Acceptance No Ex Ratio Date dr .01/ By LEAF WIDTH Engr: JAVAD MAD CML FLA. PE 1 70532 CAN. 538 0 • • • • V 1 43 Z CO 0 is 171 LU g N Q 0 a a 4 O t; d' ✓ Q a o 0o.cgli O 03to'a1 1r fir j0 � N w z ui - o �014i' ¢ big r r r r c� N I m 3 Q I a_ U .r • • • H 0 • • p • a • .. • • • _ • • M •'R. Z • Z ' .� •Q M • '0 J - I Ocs, o,L C• 0 11. 1J: C O N C O Q U co Uo N W V 2 NO CHANGE THIS SHEET U 2 O v 0 2 0 O N 0 0 c 4 i 0 v° a m v a f 8 o_ 2 a5' v 3 u drawing no. W09-29 f•1•.eo1. / r i / LEAF WIDTH IIMIN 11 <r i i i LeVe•00 LEAF WIDTH m 1L. o LEAF WIDTH LEAF WIDTH II I EIMSII. LEAF WIDTH i / i I i LFAF WIDTH LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS 5-1/2" LOCK AND HINGE STILES 5-1 /2" INTERMEDIATE STILES 5-1/2" LEAF WIDTH SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESIGN LOAD CAPACITY. LEAF WIDTH PRODUCT REVISED as complying with the Florida Building Coda �O fpw:� rOS Acceptance No Ex Ratio Date dr .01/ By LEAF WIDTH Engr: JAVAD MAD CML FLA. PE 1 70532 CAN. 538 0 • • • • V 1 43 Z CO 0 is 171 LU g N Q 0 a a 4 O t; d' ✓ Q a o 0o.cgli O 03to'a1 1r fir j0 � N w z ui - o �014i' ¢ big r r r r c� N I m 3 Q I a_ U .r • • • H 0 • • p • a • .. • • • _ • • M •'R. Z • Z ' .� •Q M • '0 J - I Ocs, o,L C• 0 11. 1J: C O N C O Q U co Uo N W V 2 NO CHANGE THIS SHEET U 2 O v 0 2 0 O N 0 0 c 4 i 0 v° a m v a f 8 o_ 2 a5' v 3 u drawing no. W09-29 f•1•.eo1. i SINGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS DESIGN LOAD CAPACITY — PSF GLAZING TYPES LEAF WIDTH LEAF HEIGHT 'A', '8', 'C' OR 'D' FT./IN. FL/IN. EXT. (+) INT. (—) 2/0 % / 60.0 60.0 2/6 8/0 60.0 60.0 3/0 \ 60.0 60.0 a: z M SILICONE BEAD DOW CORNING 995 m U' 3/16" TEMP. GLASS 0.10" Interlayer rGlasslam Safety—Plus 11 By 'Polymer Extrusion Technology, Inc.' c. 1/8" TEMP. GLASS —3/8" AIR SPACE —1/8" TEMP: GLASS 6D X 1-3/4" LONG BRAD NAILS 1" FROM ENDS & 3" O.C. MAX. GLAZING TYPE 'A' f" OVERALL THICKNESS d M SUPER SPACER PREMIUM (FLEXIBLE SILICONE) BY 'QUANEX' PLOYSEAM ACRYUC LEAF WIDTH LEAF HEIGHT X SILICONE BEAD DOW CORNING 995 t 1/8" TEMP. GLASS 0.10" Interlayer Glasslam Sofety—Plus II By 'Polymer Extrusion Technology. Inc.' 3/16" TEMP. GLASS 3/8" AIR SPACE 1/8" TEMP. GLASS LEAF LEAF WIDTH WIDTH '\ WIDTH (W) LEAF HEIGHT 'A'. 'B', 'C' OR 'D' / FT./IN. \ (\ 2/0 % / \ 60.0 i / 8/0 \ / 3/0 \ / 60.0 ,,, XX STATIONARY PANEL (0) OR DOORS TfITH SIDELITES DESIGN LOAD CAPACITY — PSF GLAZING TYPES WIDTH (W) LEAF HEIGHT 'A'. 'B', 'C' OR 'D' FT./IN. FT./IN. EXT. (+) INT. (—) 2/0 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 6D X 1-3/4" LONG BRAD NAILS 1611 1" FROM ENDS & 3° O.C. MAX. ce SUPER S �•► PREMUM PACER w�(FLEXIBLE SIUCONE) BY 'QUANEX' w PLOYSEAM ACRYLIC GLAZING TYPE 'B' 1" OVERALL THICKNESS BRAD NAILS TO COMPLY WITH ASTM F 1667-13 SILICONE BEAD DOW CORNING 995 1/8" TEMP. GLASS 0.10" Interlayer Glasslam Safety—Plus II By 'Polymer Extrusion Technology, Inc.' 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" TEMP. GLASS 6D X 1-3/4" LONG BRAD h`AILS N i '11N4 1" FROM ENDS ' 3 O.C. MAX. SUPER SPACER � �PREMIUM s (FLEXIBLE SILICONE) BY 'QUANEX' PLOYSEAM ACRYUC O w to GLAZING TYPE 'C' i" OVERALL THICKNESS PRODUCT REVISED as conlplyin8 with the Florida Pding Cods Acceptance No Exp. ration )ate .i1.tii:4;11 ee, BY 141/ 4L , Miami 'Me Product Cont GLAZING OPTIONS DECORATIVE MOLDING OPTIONAL WIDTH W1 W2 I W1 W2 W1 1-11/16" THK. INSERT SOLID WOOD OR LAMINATED WOOD W1 W2 W1 fi W1 w2 t WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDELITES) 2 60 X 1-3/4" LONG BRAD NAILS 1" FROM ENDS & 3" O.C. MAX. ac O w GLAZING TYPE 'D' WOOD INSET OPTION MAX. AREA OF GLASS TYPES 'A' OR 'B' 13.0 S M . FT. MAX. AREA OF GLASS TYPE 'C' 10.4 SQ. FT. MAX. AREA OF WOOD INSET 13.0 SQ. FT. 03 NE CORNING 995 F z GLAZING TYPES 'A', '8' OR 'C' 6D X 1-3/4" LONG BRAD NAILS 1" FROM ENDS & 3" O.C. MAX. GLASS WITHIN WOOD INSET OPTION Engn JAVAO ANNA!) CML FIA. PE # 70592 A CN. 538 015 • a 0 H l ei a 0 O co fr C O 8 a o ¢ el`i 0 e°co Q0 °a R .o-� O 4 6 , It Li. - ..... o 11 et6g1P N I rn O ZJ O U • • . " • • 113 I • . • O 411 Z 3 W � u- .... � ....<N el J 21'1 O N L.L. J .V 'o (9. 0 • rn LL n � c 0 .5 v G O Q ,c U N a� v 0 U O V m y3� F W 0 Z UPDATED TO 2014 FHC w K a� a C 0 0 ,D M 0 O 2 N i; O << m O 0 m 0 1 i 0 0 ,� c ■ ele E a 0 .a v drawing no. W09--29 r_6__= f. _L nk i •••i w .,r w tt n 07 FALSE MUNTINS MAY BE USED 6" MAX. HEAD/SILL BOLT LENGTHS 96" LEAF HT. = 42" LONG 84" LEAF HT. = 30" LONG 80" LEAF HT. = 26" LONG CONCEALED FLUSH BOLTS ) 5" MAX. HEAD/SILL CORNERS 36" MAX. LEAF WIDTH CONCEALED FLUSH BOLTS 37 3/4" MAX. LEAF WIDTH 74 1 2" MAX. FRAME WIDTH OUT -SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 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. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. O co -I 24" MAX. 6" MAX. HEAD/SILL 5" MAX. HEAD/SILL CORNERS L 6. I\ i \ IA ci 0. — / / / / / '/ o / / •1. O — / LEAF WIDTH LEAF WIDTH 150 1/2" MAX. SIOEUTE WIDTH TYPICAL ELEVATION PRODUCT REVISED as complying with the Florida Building Codo j,k03 Acceptanc•e N ra r ion Date f :�'f-e Byylil/, L 1 '. tvltarnl o ade Product ont FRAME WIDTH THESE DOORS/SIDELITES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DURABLE'. THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. LAM. INSUL. GLASS SOLID WOOD INSERTS LARGE MISSILE IMPACT Engn JAVAD AHMAD CML FLA PE 70592 CAN. 3538 232 15 • • • • • O F h Z g G7). N 0 e cea O 8 d �° m c) O < g . M 0,,� Q W�e 46g20 0 0 O • •- • •w .a •a a- 0 0 .ID 3 z O • • ( N C O N .5 V c 0 n �L U ar a N a L 6 y tcg 2 .a 0 0 e n 0 N N N 0 p0 O 0 C a co U 0 dote: 05-11-09 t x .O .a 3 drawing no. W09--29 o / G d' CI I\ i \ / / / / / y \ \ \ \ \ \ / / ? b \ \ \ // / / // / / �/ \\ \ \ \\ \ \ e a 1 ' IACTIVE / F INACTIVE -I IIIIII 36' MAX. TITh 37 3/4" MAX. LEAF WIDTH LEAF WIDTH 150 1/2" MAX. SIOEUTE WIDTH TYPICAL ELEVATION PRODUCT REVISED as complying with the Florida Building Codo j,k03 Acceptanc•e N ra r ion Date f :�'f-e Byylil/, L 1 '. tvltarnl o ade Product ont FRAME WIDTH THESE DOORS/SIDELITES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DURABLE'. THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. LAM. INSUL. GLASS SOLID WOOD INSERTS LARGE MISSILE IMPACT Engn JAVAD AHMAD CML FLA PE 70592 CAN. 3538 232 15 • • • • • O F h Z g G7). N 0 e cea O 8 d �° m c) O < g . M 0,,� Q W�e 46g20 0 0 O • •- • •w .a •a a- 0 0 .ID 3 z O • • ( N C O N .5 V c 0 n �L U ar a N a L 6 y tcg 2 .a 0 0 e n 0 N N N 0 p0 O 0 C a co U 0 dote: 05-11-09 t x .O .a 3 drawing no. W09--29