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WS-09-1447Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 125804 Permit Number: WS -8 -09 -1447 Scheduled Inspection Date: December 30, 2009 Inspector: Bruhn, Norman Owner: CAMP, JOHN Job Address: 1050 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)530 -0050 Parcel Number 1132060143520 Building Department Comments INTALLATION OF A NEW IMPACT FRONT DOOR Passed/c, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 125318. Slide bolt must be installed. NB December 29, 2009 For Inspections please call: (305)762 -4949 Page 8 of 20 014\0610(1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 prTvy-czymil la AUG 282009 Li Y: ms oes_eao Permit No. VSC PI 144'J Master Permit No. Permit Type (circle): uildin Roofing 3 Owner's Name (Fee Simple Titleholder) J e",' Rh) f - Cal 01 l'9 Phone # ?)0 S -1 S1 - S J 0 ) Owner's Address (0 S 0 i)c. 4 Sf. City tV\ 1 ►M 1 6iloaS State f Zip 33 i 3 r Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village 1091 County Miami -Dade Zip I3 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address, _» _.a_. -. City i State Phone # Zip_ Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ).,0 0 0 . Square / Linear Footage Of Work: Type of Work: DAddition Describe Work: \f' 1) ktt z_ DAlteration ONew 1 Reyair/Replace ❑ Demolition AUG2 7 PAi *********** * * *:x******* * **** **** *** * ** Fees* ************:x********* ::x:x******* ****** * **** Submittal Fee $ -50100— Permit Fee $ / /0T CCF $ 1 `9.10 CO /CC ,,rr�� Notary $ 5.0 Training/Education Fee $ (1) • �' Technology Fee $ ai.s Scanning $ CLY 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ C Structural Review. $ Total Fee Now Due $ 13'' See Reverse side -) 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a ; a reinspection fee will be charged. Signature ' _ .'.: 1ai, . Signature Contractor The for going i trument was as owl -_ed bef• ' a �e this . The foregoing instrument was acknowledged before me this 1 day o ; �' _ . • , 20 by ! ' JAL 1 I .ti who i personally known to me or who has produced As identification and who did take an oath. f ,20_,by who is personally known to me or who has produced as identification and who did take an oath. off: NOTARY PUBLIC: v, .Acp v 'tom CNI *;10 -6 rbq'c?3� � ��3 -'fr Sign: 0, Print: My Commission Expires: �:;;,,;, • "`� My Commission Expires: **** * *** * * * ** x**** ************ ** ****4 *** * * * * * * *** * ********* : *+ *+x****** ********** * * * ******* * ***** * *:x **** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning VILLAGE OF MIAMI s"OREs OWNER BUILDER DISCLOSURE STATEMENT NAME: LOW"( 0)J COQ -Wra " I" DATE: Cpl rat ADDRESS: (050 N �_ (0 M C v.,6\,4 33) 3 4 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to.be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale.or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You gritty not hire an unlicensed person as a contactor. It is your responsibility to make sure the people employed by you have lloensea required by state law.and by county or mtuiioipal licensing ordinances. Any person working on your building who is not licensed Must work under your supervision and must be employed by you, which means that you must deduct F.LC.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction . must comply with all applicable laws, ordinances, .buildings codes and zoning regulations. Please rend and initial each paragraph. 1. I hold. title to the above property and I am plaiming on doing this c. n : ction Myself. Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. •Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstate ent of the p ermit., Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I. understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial 5. 1 understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract- disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to lidve a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. initial, • 7. I understand' that if any person gets injured on my construction project—they are entitled to workmen's compensation: And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do . any Electrical, Plumbing, Heating, Air & Roof work on my 'property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this lS day of Produced there License or ,2069 was personally known to me or who has Of29-01 01.112.&008 identification. OWNER NOTARY NOTARY PUBLIC -STATE OF FLORIDA C AL V Cubillos Cm :0a /a D x.79233 ExvIree SEP. 23, 2011 BONDED C DONDIuG CO., INC. soxnEU �g a�'rI BUILDING CO 1E COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ifne. 719 Coral Way I, 33155 oCOPE: MIAMI-DADE COUNTY, FLORIDA METRO-DA,DE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 wwwmainaidnde. ov/bui0din code This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having jurisdiction (Al J). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Coneloor" Outswing Opaque Wood Door with & without Sidelites — N.I. APPROVAL DOCUMENT: Drawing No, W08-36, titled "Outswing Wood Patio Door (N.I.)", sheets 1 through 7 of 7, dated 04/10/08 with revision A dated 05/16/08, prepared by A1-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E,, bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miarni-Dade County Product Control Division. MISSILE ffIVITACT RA-fiNG: None LABELING. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 ug.cpange in the applicable building code negatively affecting the performance of this product. • ' WtafiN4T1/04 of this NOA will occur after the expiration date or if there has been a revision or change • • •tprimaterills, ute, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of •• gdy Droducti for Ales, advertising or any other purposes shall automatically terminate this NOA. Failure to .comply with kity.tion of this NOA shall be cause for termination and removal of NOA. • • :A.%)VCRT' '16ENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed a • ,bythCexpir15 ati1Nate may be displayed in advertising literature. If any portion of the NOA is displayed, then • it shan be doWiri its entirety. •• thrECTIGSloqA copy of this entire NOA shall be provided to the user by the manufacturer or its • • *digtorieutors ricit+47.11 be available for inspection at the job site at the request of the Building Official. ttiStIOA casist? of this page 1 and evidence pages F-1 and E-2, as well as approval document mentioned The submitted documentation was reviewed Manuel; Perez, Fe& NOA No, 0S-0422.09 Expiration Date: June 19, 2013 Approvd at Js IQ TAM ov.j.,',.■ TICE FVFITRE,TC f3TIMMITTED A. DRAWINGS Manufacturer's die drawings and sections. 2. Drawing No W08-36, Sheets 1 through 7 of 7, titled "Out-Swing Wood Patio Door (N.I.)", dated 04/10/08 with revision A dated 05/16/08, prepared by A1-Farooq Corporation, signed and sealed by Llurnayoun Farooq, RE, •••• • . t,..• :cm:g • • .i.ivivioNs. . „•• • •, 1. • • Anthor verification calculations and structural analysis, complying with FBC-2004 •••• • •. . :ontlel 2007, prepared by A1-Farooq Corporation, dated 4/3/08, signed and sealed by •• • • • 'I-lima:your, Farooq, P.E. • • • • ••• TTS I. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagrarn of outswing wood French doors w/sidelites, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-07-4174, dated 5/07,, signed and sealed by Candido F. Font, P.E. 2, 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of outswing wood French doors w/sidelites, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-07-4175, dated 11/15/07, signed and sealed by Candido F. Font, P.E. 3. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of outswing wood French doors w/sidelites, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-07-4176, dated 11/i 5/07, simed and sealed by Candido F, Font, P.E. • • • • • • •• cool. .i�inii • Dade _61,11.1ding C pzce Office (BCCO). • •• • • • • • • • • • •• • •• • • • •••• • • • • • •••• : ULIts:‘ ASS-URAL. NC.k.; Mantle° 'erez, P. Procinet Control E NOA No. 08- Expiration Date: June 19, 2013 Approvni Mee: June 19. 201M TZT.071:CE. Of.ACCT.,?T..4.14(.7 E. MATERIAL CERTIFICATIONS L None. Ird YENC 4.7-KT-K53).e,orF-Fr, L'TA7EMZI41'; 1. Statement letter of conformance, dated April 3, 2008, signed and sealed by flumayoun Farooq, P.E. 2. Statement letter of no financial interest, dated April 3, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Test Proposal issued by :Building Code Compliance Office, Product Control Division, dated 5/24/06, signed by Jaime Gascon, P.E. None. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Manuel ere; P Product Control Exa aier. No")?, Nct‘ Erpfroflou Dote AMC 19, 2013 Approvai Daie: June 19 . 2008 • STRUCTURAL ENGINEERS CMZSMf 111 AUG 282009 J ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Structural Calculations for Camp Residence 1050 N.E. 96th st. Miami Shores, Florida December 3, 2008 Wind pressures: • Front door: +52.2, -56.9 • Back door: +54.7, -59.3 • Garage door: +47.1, -57.98 In accordance with the Florida Budding Code Submitted By: CSW STRUCTURAL ENGINEERS • • '....' • • 0f3 c Sauve, P.E. rida License No. 57585 • • • • • 11/21/2008 WINDO2 v2 -10 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: Description: Company Name: CSW Structural Engineers User Input Data Structure Type Building Basic V1lnd Speed (V) 146 Struc Category (I, II, III, or IV) I I Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Slope of Roof 3.0 Slope of Roof (Theta) 14.0 Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 11.00 Ridge Height (RHt) 15.75 Mean Roof Height (Ht) 13.33 dth Perp. To Wind Dir (B) 55.00 Width Paral. To tAtind Dir (L) 80.00 t:alculal<ed ' arameters Type of Structure Height/Least Horizontal Dim 0.24 Flexible Structure No Calculated' Parameters Importance Factor 1 Hurricane Pron Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt= 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor .. 4 o ^l: RI. d Structures-- Simplifie t Method Gust1 For ri gid structures (Nat Freq > 1 Hz) use 0.85 0.85 Max - Open Buildings Gast Factor, Category II: Rigid Structures - Complete Analysis 0.00 Zm Zmin 15.00 ft lzm Cc * (33/z)A0.167 0.2281 0.18 Lzm I *(zm/33)"Epsilon 427.06 ft Q (1/(1 +0.63 *((Min(B,L) +l -It)Rzm) "0.63))^0.5 0.9134 Gust2 0. 925 *((1 +1.7 *Izm*3.4 *Q) /(1 +1.7*3.4 *Izm)) 0.8794 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition - - - - -- - - -- Gcpi - - - -- Max + Max - Open Buildings 0.00 0.00 Partially Endosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 CSW Structural Engineers • • • • • .. • • .... • • .... • • • • • • • • • • .. • ...• • . .. • • • • .. • • .. • • • • • .. ... • • • .. • • • .... • .. • • • • • • • • • • • • • • • 11/21/2008 WINDO2 v2 -10 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.332 = => a Hipped Roof 7 < Theta <= 27 5.33 ft Double Click on an data entiv line to receive a help Screen Component wan (ft) span (ft) Area (ft" 2) Zone GCp Wind Press (Ibtft "2) Max Min Max Min up to 19 sq ft 3.162 3.162 10.00 1 0.50 -0.90 31.50 -50.03 20 tO 49sq ft 4.472 4.472 20.00 1 0.44 -0.87 28.71 -48.63 50 tO 99 sq ft 7.071 7.071 50.00 1 0.36 -0.83 25.02 -46.79 100 sq ft and up 10 10 100.00 1 0.30 - 0.80 22.23 -45.40 up to 19 sq ft 3.162 3.162 10.00 1H 0.50 -0.90 23.16 -41.69 20 tO 49sq ft 4.472 4.472 20.00 1H 0.44 -0.87 20.37 -40.30 50 tO 99 sq ft 7.071 7.071 50.00 1H 0.36 -0.83 16.69 -38.45 100 sq f and up 10 10 100.00 1H 0.30 -0.80 13.90 -37.06 up to 19 sq ft 3.162 3.162 10.00 2 0.50 -1.70 31.50 -87.09 20 tO 49sq ft 4.472 4.472 20.00 2 0.44 -1.55 28.71 -80.12 50 tO 99 sq ft 7.071 7.071 50,00 2 0.36 -1.35 25.02 -70.90 100 sq ft and up 10 10 100.00 2 0.30 - 1.20 22.23 -63.93 up to 19 sq ft 3.162 3.162 10.00 2H 0.50 -2.20 23.16 - 101.91 20 tO 49sq ft 4.472 4.472 20.00 2H 0.44 -2.20 20.37 - 101.91 50 tO 99 sq ft 7.071 7.071 50.00 2H 0.36 -2.20 16.69 - 101.91 100 sq ft and up 10 10 100.00 2H 0.30 -2.20 13.90 - 101.91 up to 19 sq ft 3.162 3.162 10.00 3 0.50 -1.70 31.50 -87.09 20 tO 49sq ft 4.472 4.472 20.00 3 0.44 -1.55 28.71 -80.12 50 tO 99 sq ft 7.071 7.071 50.00 3 0.36 -1.35 25.02 -70.90 100 sq ft and up 10 10 100.00 3 0.30 - 1.20 22.23 -63.93 up to 19 sq ft 3.162 3.162 10.00 3H 0.50 -3.70 23.16 - 171.39 20 tO 49sq ft 4.472 4.472 20.00 3H 0.44 -3.34 20.37 054.66* 50 tO 99 sq ft 7.071 7.071 50.00 3H 0.36 -2.86 16.63• • • -32.54 100 sq ft and up 10 10 100.00 10.00 3H 4 0.30 1.00 -2.50 - 1.10 13.90.••■$15.81 54.66. • •* • •69.29 u p to 19 sq ft 3.162 3.162 20 tO 49sq ft 4.472 4.472 20.00 4 0.95 -1.05 52.29• • 48.94• • •8-%56.83 . • • -53.58 ' 50 tO 99 sq ft 7.071 7.071 50.00 4 0.88 -0.98 CSW Structural Engineers • • •• • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • • •••• • • •••• • • • •• • • • • • 11/2112008 WINDO2 v2 -10 Detailed Wind Load Desion (Method 2) Baer ASCE 7 -02 85 t0 199 sq ft 10 10 85.00 4 0.84 -0.94 47.06 -51.69 200 t0 499 sq ft 14.142 14.142 200.00 4 0.77 - 0.87 44.02 -48.65 500 sq ft and up 22.361 22.361 500.01 4 0.70 -0.80 40.76 -45.40 up to 19 sq ft 3.162 3.162 10.00 5 1.00 - 1.40 54.66 -73.19 20 tO 49sq ft 4.472 4.472 20.00 5 0.95 -1.29 52.20 -68.27 50 tO 99 sq ft 7.071 7.071 50.00 5 0.88 -1.15 48.94 -61.75 85 t0 199 sq ft 16 2 85.00 5 0.84 -1.07 47.06 -57.98 200 t0 499 sq ft 14.142 14.142 200.00 5 0.77 - 0.94 44.02 -51.90 500 sq ft and up 22.361 22.361 500.01 5 0.70 -0.80 40.76 -45.40 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. CSW Structural Engineers •••• • • • • •••• • • • •• • •• • • • • • •• • • • • • • • •••• •• • • • • • • • • •••• • •• • • •• •• ••• • • • •• • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • •••• • • • •• 5 btct Iu0 •••• •• •• • • •• • • 1 •a•• • • • •••• • • • • • • • • • p+'''I • •• •• y • ••• •• • •••• ,1-1 • • • �' • • • ltd • •• :✓•••• • • • J • • • • 1.• • • • • •••• • • • • al • 1 1 f 4 TJtOrN4E't- S 0 st t) •3 rf t'prch # 0.B.5. i F . 0 } I15 12..35 q...) {cg's W W to 0 W BOLT LENGTHS 96" LEAF HT. = 42" LONG 84" LEAF HT. = 30" LONG 80" LEAF HT. = 26" LONG 7" MAX. HEAD /SILL 22 1 /8" D.L. OPG. 1 5" MAX. HEAD /SILL CORNERS 38" MAX. •gj`T•T —SWING WOOD PATIO DOOR ..1■PIPRUVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS AI/1-4 OR WITIIOUT;SIDELITES. '.'5JI 'UTES ,PAN BR ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET :3:Fal DESIGN LOAD CAPACITY. •• .. .• : TT-N& .PRODl. air. :AS BEEN DESIGNED AND TESTED TO COMPLY WITH THE EQUIREMENTS.OE*THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING • J-IIGFj VELOCITY. LIVVICANE ZONE (HVHZ). WOOD BUCI OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO iN •$Ti2UCTURE. AN -TORS SMAI+L T3E AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS AlltitPMENT 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 IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 7" MAX HEAD /SILL 5" MAX. HEAD /SILL CORNERS TYPICAL ELEVATIONS DOORS /SIDELITES NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. SOLID WOOD INSERTS NON IMPACT Engr. DR..HUMAYOUN FM000 S7RUCRIRES FLA. PE # 16557 CAN. 35,38 Approved 39 Complying with the F1orkin 8aoidiag C Vale 1' INCA ti • :,— a •V.&MIL. WTi. ®I aside Powlieet z 0 F o O W A. iii N O to • a M Cfawro 0aao a • W7 �:. Z'n .. .5 ama d Writ 0 OUT -SWING WOOD PATIO DOOR (N.I.) U z C 0 0. a .a 43 0 0 0 vi 0 date: 04 -10 -08 ) drawing no. W08 -36 (sheet j of 7 SINGLE LEAF (X) OR DOUBLE LEAF (n) DOORS DESIGN LOAD CAPACITY - PSF 1 -5/16" THK. LEAF WIDTH LEAF HEIGHT WOOD INSERT FT. /IN. FT. /IN. EXT. ( +) INT. ( -) 2/0 / 60.0 72.9 2/6 0 6/8 60.0 , omen 3/2 / 60.0 72.9 2/0 v 60.0 69.5 2/6 7/0 60.0 69.5 3/0 60.0 60.0 69.5 3/2 60.0 60.0 69.5 2/0 60.0 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 60.0 3/2 60.0 60.0 60.0 •••• • • • •• • •••• • • •••• • • • •• • • • • • • •• • • • ••• • • • •• •• • • •• • •••• • • • • • • •• •••• • • •• • • • • •• • •• • • • •••• • • • • •••• LEAF WIDTH 0 w X LEAF LEAF WIDTH WIDTH XX d � a STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF / / �\ \ \ (/ FT. /IN. EXT. ( +) INT. ( -) \ / 60.0 / \ 6/8 / 72.9 3/0 \ / 72.9 3/2 \ v 72.9 XX d � a STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF 1 -5/16" THK. WIDTH (W) LEAF HEIGHT WOOD INSERT INCHES FT. /IN. EXT. ( +) INT. ( -) 2/0 / 60.0 72.9 2/6 6/8 60.0 72.9 3/0 $ 60.0 72.9 3/2 \ 60.0 72.9 2/0 -V'- 60.0 69.5 2/6 7/0 60.0 69.5 3/0 60.0 69.5 3/2 60.0 69.5 2/0 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 3/2 60.0 60.0 SIUCONE BEAD p %� BRAD X 1A3 LONG S%°' BR NAILS 1" FROM ENDS w & 3" 0.C. MAX. 1 -5/16" RAISED PANEL SOUD MAHOGANY OR LAMINATED W000 3/4" MIN. GLAZING DETAIL 11/16" THICKNESS NOMINAL MAX. AREA OF WOOD INSERTS 8.5 SQ. FT. WIDTH 0 w W1 W1 W2 W2 W1 W1 W2 W1 W1 W2 / \ / \ \ \ / i / \ \ / 2-- $ / W2 W1 W1 W2 W1 W1 W2 WIDTH (W) = W1 + W2 (F0R DOORS WITH SIDELfTES) 2 Enir. DR. IiUMAYOUN FAR000 STRUCTURES FLA. PE f 16557 C.A.N. 3538 dipprol d as crNa� Florida °aiding C Pate OAS • ;. Muni ProdattlCs in with tho : 47,494441 • Z n T n N m 0 a 0 0 N ro ce 4 w 0 N a! 1 h pi M :rtilUt W ”Ew a Z 0_ O O 0 0 0 0 z V) 0 • in C 0 ) C 0 P. 11) 0 2 0 U 2 0. a D v`° vo oa .0 b_ 0 5 0 x x o drawing no. W08 -36 sheet 2 of 7 /!\ \ / \ \ $ / \ / -V'- WIDTH (W) = W1 + W2 (F0R DOORS WITH SIDELfTES) 2 Enir. DR. IiUMAYOUN FAR000 STRUCTURES FLA. PE f 16557 C.A.N. 3538 dipprol d as crNa� Florida °aiding C Pate OAS • ;. Muni ProdattlCs in with tho : 47,494441 • Z n T n N m 0 a 0 0 N ro ce 4 w 0 N a! 1 h pi M :rtilUt W ”Ew a Z 0_ O O 0 0 0 0 z V) 0 • in C 0 ) C 0 P. 11) 0 2 0 U 2 0. a D v`° vo oa .0 b_ 0 5 0 x x o drawing no. W08 -36 sheet 2 of 7 LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH • • • • • • • • • • • • •• • • ••• •• • • • • • • •• •••• •••• • • • • •• • • • • • •• • • •••• LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIUOS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: STILES AND TOP RAIL 6 -3/4" LOCK STILES 6 -3/4" INTERMEDIATE RAILS 8 -1/2" INTERMEDIATE STILES 3 -1 /2" BOTTOM RAILS 9 -1/2" Engr. DR. HUMAYOUN FARC.OQ .STRUCTURES FLA. PE / 16557 C.A.N. 3538 LIMIT MAX. AREA OF WOOD INSERTS 8.5 SQ. FT. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. p 1�tazr,a ;! �s ete 6l�y iq� K.l¢ tkv: }br1ldB 6$tai4jriiq O • e. Bate NOA Plats ar: de OY. drawing no. sheet 3 of 7 x 0 0 0800 • • • 00 • •••• • • ••0• • •• • • • ••• •• • • • • • 0 • •• • •• • • •• 000 •0• O W TYPICAL ANCHORS SEE ELEV. FOR SPACING • a • a POLYURETHANE GLUE • • • • • •• •• • • • •• • • • • • o a. Q . TYPICAL ANCHORS SEE ELEV. FOR SPACING DOOR UNITS DOOR HEIGHT x O W POLYURETHANE GLUE TYPICAL ANCHORS SEE ELEV. FOR SPACING a 4 a' e vow N �'_ Nomasm drrt to 1BY WOOD BUCK 0 J INSET OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY WOOD BUCK #8 X 2" FH SMS AT 3 -1/2" FROM ENDS AND 15" O.C. MAX. #8 X 2" FH SMS AT 3 -1/2" FROM ENDS AND 15" O.C. MAX. SIDELITE UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 WOOD BUCKS NOT BY F.P.G., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. #14 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 Appr-oved 89 cchoptyingwitk Florida itkeitlivg r Eve «OLMn, 1 ; 10:1 M 0 F m Q w N O W r): CL • G M oaQa$ O E • N p W 3 10 cv N = 0 J W in Q A Q w1gP 0 ca a 2 0 Z 0 0 0 0 0 0 0 z I D 0 ?n c 0 0) .> 0 U 0) 4i 0 V 0 0 O .c data: 04-1 0 -08 N i drawing no. W08 -36 sheet 4 of 7 TYPICAL ANCHORS SEE ELEV. - FOR SPACING ACTIVE LEAF 6D X 1 -3/4" LONG BRAD NAILS AT 12" 0.C. MAX. #8 X 2" FH WOOD SCREWS IN PAIRS (10) AT EACH END AT 3/8" FROM ENDS AND 2" 0.C. MAX. INACTIVE LEAF 1BY WOOD BUCK.. 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING #8X2 "FHSMS AT 5 -3/4" FROM ENDS AND 14 -1/4° O.C. MAX. FRAME WIDTH #8 X 2 -1/2" PFH WOOD SCREWS AT 3" FROM ENDS AND 12" 0.C. MAX. #8 X 2" FH WOOD SCREWS AT 15 -3/4" FROM ENDS AND 8" 0.C. MAX. EXTERIOR LEAF WIDTH 3 -1/2" X 1/8" ALUM PLATE FULL LENGTH 2BY • WOOD BUCK. •Q • • • • • •• • • } • •e • • •••• • • • • • • °. .. • • �`•• }; • :" • • .4. • •:. • • • • ••• • • •• • • • • • • • •• • • •• • • •••••• • •&HIM • • • • •••• • • •••• • • •••• • •:gal MAX. • • •••• rb POLYURETHANE GLUE D.L. OPG. FRAME WIDTH EXTERIOR LEAF WIDTH INSET WIDTH D.L OPG. Engr. DR. FRAM:YOUR FAROOO STRUCTURES FIACA. PE #351358587 .N. 3538 Approved tut catIVi; Florid• Dakifag C • Date NOM Miami Dade Preduzi &� BY' I/ /, < .. Z ti O )� tip a2 O w cc a u. O 6 ✓ a m 0�0w O O Eaaa,� • cE g mg 3 ILL z M< .1 U OUT -SWING WOOD PATIO DOOR c 0 .03 0 2 c 0 0 a U u, 0. a a .a 0 0 a 0 m 0 M 0 0 x " drawing no. W08 -36 (sheet 5 of 7 J .*--5.250 .650 \\\ \ \1��1 `t \ 1 �( I-- 3.140 FRAME HEAD /JAMB 2.570 3.500 12 INTERMEDIATE STILE .5- 62 WOOD OPTIONS 1- SOUTHERN CHERRY 2- ANDEAN WALNUT 3- TROPICAL WALNUT 4- WHITE OAK 5- YESQUERO 1_1.750{ 6.750 I-4-.562 6.285 TOP RAIL /HINGE STILE /LOCK STILE SIDELITE RAIL /STILE .137 -�{ x.500 .520 -d GLAZING BEAD ASTRAGAL 1.750 - a 8.500 k -.562 7.570 INTERMEDIATE RAIL 0041• of • • • • •• • • • 0000 • • 0000 • • • h --.562 • • • • ▪ • 9.500• • •0 • • • •• • • • • • • • • •• • • • • • •• • • • • • • • •• • • • •0•• • • 41.41• 1.750 BOTTOM RAIL 1.750 1.3os � � 1 sos L /II 1 .375 k=- j Fes• .250 U ASTRAGAL INT. COVER r .276 9.035 /� 9 I-7 1.000 I - t0ASTRAGAL EXT. COVER HINGE .13" THK. STEEL HINGE INSTALLATION SCREW$ TO PANEL (4) #12 X 1 -1/4" FH W.S. TO FRAME: (4) #12 X 1 -1/4" FH W.S. ITEM IIE PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 - 3/ DOOR FRAME HEAD /JAMB WOOD - 2 - AS REQD. TOP RAIL /HINGE & LOCK STILE /SIDELITE STILE WOOD - 3 - 1/ LEAF BOTTOM RAIL 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 - 11 - AS REQD. INTERMEDIATE RAIL WOOD - 12 - AS REQD. INTERMEDIATE STILE WOOD - 13 - 4/ LEAF HINGE S1tEL - 14 #10 X 3" 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD - - 15 QEBD650 AS REQD. FRAME W'STRIPPING, FOAM TIP PVC Q -LON .200 SILL COVER 6063 -T5 .900 \ \ �I 0 600 -0J r1.6o01 ��/ �•' I .685 .295 2.100 �I 1 n SILL FILLER O FRAME SILL �J WOOD WOOD SEALANT: FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S. 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 AT TOP & BOTTOM OF INACTIVE LEAF. Errgr DR. NUMAYOUN FAROOQ STRUCTURES FLA. PE f 16557 CAN. 3538 Of 4 )Ll'}. Approved as remplyb g Mai tha ,F7urists BiwgC: =;s, NO ■TAIWC*00# z cc 0 °' I}" w N 0 O W M IX o it O a t%g 1') O'O O 0cWM .< • CO 1 JO e 4W JW O 6P' c< M a W 1 2 .7 0 0 0 OUT -SWING WOOD PATIO DOOR (N.I.) tO N N m m 0 c vi C 0 N 0 0 O 0. 0 .O °v a >, n v 0 .O 0 0 0 c 0 0 0 • • 0 a drawing no. W08 -36 sheet 6 of 7 sheet 7 of 7 ) • • • • • •• • • • • • a • • • •••• • • • •• • •••• • • •••• • • • • ••• •• • • • • • •• • • •• • • • • •• • •• • • • •••• • • • • '**4•••, FRAME TOP CORNER • FRAM BOTTOM CORNER 5" X 5/8" WOOD DOWEL 40' PANEL TOP CORNER 5" X 5/8" WOOD DOWEL or s PANEL BOTTOM CORNER Engr; tiDR. HUMAYOUN FAROOQ STRUCTURES FLA. VE 16557 C.A.N. 3538 � rte.-- - ----� 1 •� 'RA film Z r. F w 0 d 0 O w M re C O t a ✓ 0 0 aQO g O 4�E M 0 i d W >LL � u. WV) - O J omg j d w F c 0 0 0 0 r OUT -SWING WOOD P (!) O ) O O. 0 1) 0) T O 0 o ID ui 0 O c 0 1 a C drawing no. W08 -36