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WS-07-799Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 126 NW 108 Street Miami Shores, FL 33168 -4313 Owner Information CHARLES SAFDIE Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $5.00 $110.00 $6.00 $2.75 $124.55 Building Department Copy Tuesday, May 29, 2007 Permit Issue Date: 5/29/2007 Permit NO. WS -4 -07 -799 Permit Type: Windows /Shutters Work Classification: Window /Door Permit Status: APPROVED Expiration: 11/25/2007 Parcel Number 1121360100030 Block: Lot: Address 126 NW 108 Street MIAMI SHORES FL 33168 -4313 Contractor(s) HOME OWNER Phone Cell Phone Type of Work: DOOR REPLACEMENT No of Openings: 1 Additional Info: Classification: Residential Authorized Signature: Owner / Applicant / Contractor / Agent Phone Total I Amt Paid I Amt Due ................ . ..................._... $ 0.00 $ 0.00 $ 0.00 Payment Type: I PAID Applicant CHARLES SAFDIE Valuation: Total Sq Feet: May 29, 2007 Date Cell $ 1,000.00 Available Inspections: 0 Shutter Attachment Window Door Attachment Final Final Shutters Inspection Type: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated 1 Inspection Number: INSP -46777 Scheduled Inspection Date: September 09, 2010 Inspector: Bruhn, Norman Owner: SAFDIE, CHARLES Job Address: 126 NW 108 Street Miami Shores, FL 33168 -4313 Project: <NONE> Contractor: HOME OWNER Building Department Comments Passed 9 Ye) Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments replacing the front door September 08, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -4 -07 -799 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360100030 Page 30 of 31 • PENINAILA"Miami • Shores Village WM Building Department 1 0050 N.T2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: 75&8972 897 INSPECTIO.N'S PHONE NUMBER: (305) 762.490 BUILDING PERMIT APPLICATION FBC.2a Pelt Type. LINING ROOFING E ING ,8 (Fee Simple Titleholder) Owner's Address Z-- A , Is Building. Historically Designated YES NO Contractor's Address Zip Phone # City. .... State Zip Qualifier Name ,Phone # Permit No. N s.601 Master Permit No. City State Tenant/Lessee Name Phone # Email itortiftrir e is being done) .` 4A' a ,� �� l City iami Shores Village County Miami -Dade Zi 3'7 e FOLIO it PARCEL # Flood Zone State Certificate or. Registration No. Certificate of Competency No Contact Phone E -mail Arebitect>ngitseer's Name (if applicable) Phone# . V W4r"lt or, this Ferri Square /Linear!outage Of Work: Type of Work: DAddition DAlteration New . 0 RepairlReplace EJ `Demolition D1he` -off 12 met- * * * * * * * * * * * * * * *;: * * * * * * *a* * * * * ** * * ** * * ** Fees * * * * * * *: * * * * * * * * ** * * * * * * * * * * * * *** * * * * * * * ** Submittal Fee $ Permit Fee $ .. `k 0 , CCF$ CO /CC $ Notar $ 1 Training/E'ducatien. Fee $ Technology Fee $ Scarming.$. Radon $ ... ` DPBR $ Board $ Double. Fee $ Violation date: Structural Review. $ Total Fee Now Due $ i 10 CO Sec Reverse side -., • s.: Vitt 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 insulations 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, PLUMB.ING, 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 SCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN .' FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Signature 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 subje attachment. Also a certified copy of the recorded notice of commencement must be posted at the job site for the first inspecti' wh eh ' r s en "(7 'ays after the building permit is issued In the absence of such posted notice, the inspection will no .ap o ,1u a r i • ec ' n fee will be charged. Contractor The fore _fig instrument wa acknowledge me this J ' The foregoing instrument was acknowledged before me this day of , 20 byC't - � S ( day of . , 20 , by who is personally known to me or who bas produced T'?.-+ .D who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC» As identification and who did take an oath. NOTARY PUBLICi �,h9``��ti��uuuu4l1��f1 • 'a Sign: Print: My Cotnmission Expires: • *****4 ***** *** ** ***** *** **** * **14* ** **** ** ** ** *****1 ** ** * * * e.*** asp * ** * * *** * * * *** APPROVED BY (Revised 07 /l0 /07)(Revised 06/10/2009) �;... 6--.. 0 �:...., Engineer.. Zoning Clerk checked Plans Examiner Sign: Print: My Commission Expires: 0 �. 1 Ipfh ry& BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circ Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: DAddition Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DAlteration is LW` U\I30 - 7 19 �s Permit No. Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) C —5 I c Phone # 3D f ?fF -61/Y Owner's Address / Z kik) /®F S 7 City /)l// A 5 State Zip 5r/ Tenant/Lessee Name Phone # Job Address (where the work is being done) LCS City Miami Shores Village County Miami -Dade Zip 3 if c ' 0 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ADAL____Oww Phone # Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Square / Linear Footage Of Work: DNew; MCIEEWEIM la APR 2 3 2007 kJ BY: (ILL^ 2—Repair/Replace ❑ Demolition 44,, `V s w� * * * ** r** ** ** * * * *�r **** * * * * *, * * ** * * * * * **Fw---"---- � * *********** * * * * ** ** * * ** * * * * * * * * * * * * * * * ** ** Submittal Fee $ Permit Fee $ //O . CCF $ , 20 CO /CC Notary $ 2 . B .0 v Training/Education Fee $ i (0 0 Technology Fee $ 5 Scanning $ ( .0 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 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 ;.. occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not appr. .;, e °ction fee will be charged. Si e � Si �� L i s w.- -- Signature er or Agent Contractor The foregoing instrument was acknowledged before me this 2 3 The foregoing instrument was acknowledged before me this day of pit- , 207 , by C r ifr' Sc f k , day of , 20 , by ' who is personally known to me or who has produced P7. 3)7tvO/ 3 who is personally known to me or who has produced 3 30 As identification and who did take an oath. ; < as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: *,r**,r ,r** ,r*** *** * *** *** ** * :<,. * * * *** * * ** * * ** * ** * * * * ** ** *********** * * * * * * * * * ** ** * * * *** * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commission Expires: ) Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT V o 7 ADDRESS: (2-6. (o r SS1 A1t L,444A ,5 (c. J2 Do hereby petition the Village of Miami Shores to 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 may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal 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.I.C.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 read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction NAME: ( • DATE: Initial 2. I understand that as ari owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application 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. I 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. By e4 dlt Produced there License or , ' tk'6i3 . (r( 3 3 36 Initial 6. I understand that if I compensate any person or company for work performed they are required to have 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. Initial 8. I understand that under state and local laws I' can not do any Electrical Plumbing, Heating, Air & Roof work on my with out first obtaining the proper permits by licensed contractors. Initial c �_ Was acknowledged before me this 2 3 day of PL. , 20 01 7 who was personally known to me or who has as identification. .407/14;;„ M ONICA USSETH DIAZ • MY COMMISSION # DD 483995 EXPIRES:October • '•1,x'0•• �:`' Bonded TYiru Notary Public Underwriters / 2(. /1/4) 1.4) /of 1 "*" - WIPt: Z.^ &Pe l•■•■•••11 Stai rffs". ■•W • ■,4 • 0 7 • vt, ••■•■• ■■■ ........ - • • • • 1 • •4 ,4 • •4 •4 ■T■Tere 4747•7•7•TEWE '47•7•7•7* •-•-■ t a-7 - 7 4:7 :7,•■■■'4■Ter• • I MIMI ■• I SIM MON I Inn =I= 1 MIMI 11'O" sAkelf 33/cj 10' 10" 15' 2" >K 17' 8" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 13' 7" • • • • • • • • • • • • • • • • • • • • OOOOO • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 'its: • • `. •,.,- •• • • • - Q 0 /til 4r/ 11 11 11 11 ••• •• • • • • • • ••• •• J o_ 2 0 0 LiJ 0) 0 co Miami Shores Building Department , Product Approval Schedule / Comparison Chart Address: / hiteJ /® S i Permit No. 6 — ?1 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -)) PSF ( +) PSF O PSF u " 40 •••• • • • • • • • •••• •• • •••• • • •••• ••—• • •• • • •'•• • • • • • •• ° • • • •• •• • • • • • . • • • • ••s• • • • • • • •••• •• • ••• • • • • • • • .S• •• _ * •• . •• • ••• • t • • •. •• • • • •.. ••• •• • • • • ■•• • • • • • •• • • • • •♦ •• • • • • • • • • • • • • • ••• • •• • • • • 000 • • • 6.0 • • • • • • • • • •• • ••: •y• ••• •• •• 1 ••• • BY: -..' MIAMI•DADE COUNTY 3 2 2001 bJ BUILDING CODE !: , C ;O I ICE (B 4 O) PRODUCT CONTROL NOTICE OF ACCEPTANCE (NOA) • • Jeld - Wen 3250 Lakepoint Blvd. Klatnmatth Falls, OR 97601 SCOPE: • • • • • • • • • • SUBJECT TO COMP • ••• • • • • •• • •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • •• • • • • • • • • ▪ • • • • •• • •• • • • •• • • • • • • • • • • 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 (AHJ). 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 `6 Inswing " Glazed Insulated Steel Door - L.M.I. APPROVAL DOCUMENT: Drawing No "JW0509 04 - ", titled "Impact Glazed Steel Door Inswing 6' -8" Lip Lite ", sheets 1 through 6, of 6 prepared by Jeld -Wen, Inc., dated 09/06/05 with revision "B" on 04/08/06, signed and sealed by James J. Dobrowski, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspect cial. This NOA consists of this page 1 aticl yj i er ce page E -1 a ewe ; al document mentioned above. M arm Shores VI'1 =ge The submitted documentation w r■ 1: . _.,_ y itme APPROVED ZING DEP' __D3 DEPT ascon, BY DAIS A" LIAr -�E WITH AL ro E A STATE AND COUNTY RILES AND PEGULATIOS • ••• • • • • • • • • • • • • :MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • • • MIAMI, FLORIDA 33130 -1563 • • • (305) 375 -2901 FAX (305) 375 -2908 ••• • • ▪ www.buildinacodeonline.com 1,4 NOA No 05- 1215.04 iration Date: May 25, 2011 Koval Date: May 25, 2006 Page 1 • • • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • •• Jeld -Wen, Inc. • • • • • • • • • • • • • • • • "' • •• •• • •• • •••• • • • • • ••• • • • • ••• NOTICE OF ACCEPIaANEE: EVIDENCE SUBMITTED A. DRAWINGS •• • • • •• ••• •• 1. Manufacturer's parts and sectiaes ve. van s.;. . 2. Drawing No "JW0509- 05- 017,.dctJLd: "Tmp gt 31'aeed•Sfeel Door Inswing 6' -8" Lip Lite ", sheets 1 through 6 of 6, prepared by Jeld -Wen , Inc., dated 09/06/05 with revision "B" on 04/08/06, signed and sealed by James J. Dobrowski , P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistant Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of Impact Glazed Steel Door Inswing 6' -8" Lip Lite, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210- 3195 -1 dated 9/28/05, signed and sealed by Gerard John Ferrara, P.E. C. CALCULATIONS: 1. Anchor Calculations and structural; analysis, prepared by Jeld -Wen, Inc., dated 11/04/05, singed and sealed James J. Dobrowski , P. E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, expiring on 03/04/09. 2. Test report No.J99006660 -001, dated 04/08/99, for "Surface Burning Characteristics of Building Materials" per ASTM E84 -97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3. Test report No.J99006660 -001, dated 04/08/99, for "Test Method for Ignition Properties of Plastics, Procedure B, Short Method" per ASTM D1929 -91 for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 4. Test report No.ATI - 61782.01- 106 -31, dated 01/14/06, for "Standard Test Methods for Tension Testing of Metallic Materials" per ASTM E8 -01 for Steel Door Skin, issued by Architectural Testing, Inc. 5. Notice of Acceptance No. 03- 0428.02 issued to ODL Inc. for "ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly- Impact" dated 07/28/05, expiring on 07/28/10. E -1 Jaime D. ascon, P.E. Chief, Product Control Division NOA No 05- 1215.04 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 a Je Id-Wen, Inc. • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • •.• . • ••• • • • • • • • • •.•• • • • • • • • • • • • • • • • NOTICE OF ACCEF ANeE: EVIDENCE SUBMITTED F. STATEMENTS •• • • • • •• ••• ••• • • 1. Statement Letter of conformance•aid�ekteie c t /Ng financial interest" issued • Jeld-Wen, dated 11/02/05, signed and•sealed b' St re•Saffell. 2. Statement Letter of conformance and letter of "No financial interest" issued by David Evans and Associates, Inc., dated 11/04/05, signed and sealed by James Dobrowski, P.E. G. OTHER 1. Letter form the consultant, dated 03/24/06, stating that the product is in compliance with the Florida Building Code (FBC). E -2 Jaime D. ascon, P.E. Chief, Product Control Division NOA No 05- 1215.04 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 TABLE OF CONTENTS SHEET# DESCRIPTION t TYPICAL ELEVATION; 2 VERTIG1LCROSS SECTION a BILL OF MATERIAL 3 HORIZONTAL CROSS SECTION S 4 ANGHORINO LOCATIONS 8 MISOELIANEOUS DETAILS 8 • UNIT COMPONENTS TABLE I DESIGN PRESSURE RATING j / WHERE REQUIREMENT WATER INFILTRATION IS NEEDED. REQUIREMENT PROTECTED YO INFILTRATION *R POSRNE NOT APPROVED •80.0 PSF NEGATIVE NOT APPROVED 4E0.0 PSF • • • •• • • • . • . • •• GENERAL NOTES 1. MIS PRODUCT'S DESIGNED TO MEETTHE FLORIDA BUILDING CODE MICLUDWG 1MVHZ' ,Z wtOOD BUCKSBYOIHEAS MUST BE ANCHORED PROPERLY TO TRANSFER • LOOS TO THE STRUCTURE. 9t PROIAL LISTED AND SPACED AS SHOWN ON DETAILS. . Wiwi EMBEDMENT ID BASE MATERIAL SHALL BE BEYOND WALL DRESSING •ORETUARD 4. DES( PAID PRESSURA slip TABLE b PAGE I. fn THIE PRODUCT DOES IQ4MPT E WATER REQUIREMENTS FOR HIGH VELODRY HURRICANEZONE (M412J •. 4'•WSOCY®T Pl 1 EG UE COYERWG INACCORDANCE TO THEFBC IN Q : z• • J JELIINEN® Steel WOOD EDGE IMPACT GLAZED INSULATED STEEL DOOR 8-8 INSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL INC. AND ENDURA PRODUCTS INC. • St • IN TED S'IREL DOOR Common to at name • • • CONSTRUCTION: Face sheets: 24 GA (e10WPO leddeloress. Ga(vanbred steel A-625' wormer J quarY,4021sPi4V16 620 with averagemUtbmmm yield CteC m Evended tlymjr 1.25lbsSanely,byJefd- Wen /rta • The re am mvepenale are constructed time 24 GA (0 min gai erdaedeteel. Thehu msheetsattop °over the f•p.a dtoftom Wis. The top tail measures 1.0 'high x 1$ar wbhh. The steel bottom rag measures 12r high x t.S88 ivfde. Theslawofthefare sheets arena Formed Into ire hitch and hinge sties widhth measum tor high x 1.888' wide. The hdedor cavity Is Riled with impaneled polystyrene. The has sheets are glued to the wended polystyrene. The panels are art out for the awakes ODL A/ombrum tke frame. Units are glazed with tempered end laminated Impel:a 1"tG.On double door eppgatons the breofve door tented with an extruded alundwrm astragal of 8083 -T5 alloy, aamWaclured byEndwa. Frame Construction: The Mans are constructed of fageiobae' pine lambs measuring 4- 8/16°x 1-114: The head lambs are nw,tbmf and butJobed to the sde Jambs, end unsalted with twee (3) 16GA 7116° moan x 2' long staples on each side. The tnashthold Is ateched to the side lambs with three (3) 160A 7/16' crown x2' Tong staples on earth side. Gkorlml: ODL Misdated fife to 1" overall tdokness, consisting of mre (1) pane of 0.f2r tempered gfess ;0.5°airspace;two(Ipanes of0.125' annealed with .090" PVS Intorlayerby $oMIa. AI files are sandwiched glazed Into the panels. 37 I/2 MAX. 1_ FRAME WIDTH 35 3/4 MAX. PANEL WIDTH \!f 21 1/8' MAX D.L.O. SINGLE INSWING UNIT g r ts- 1 \ ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE * Unit shag be tnetalted at location protected by overhang such that overhang ratio (OH). OH length/OH height greater than 1.0 36 1/2' MAX. PANEL W1D1H W /ASTRAGAL 74' MAX. OVERALL FRAME WIDTH 1 27 /8 MAX. 0.49 I NACTIVE ° v 1 I/s° MAX. DLO. ACTIVE 1 DOUBLE INSWING UNIT REF ASTRAGAL BOLT ITEM # 12 Dim NOM Weed Ds& a� a Q,G+w`IN .o� CHIC. BY: CO w I 1 o CV m DATE: 9 -06 -05 sou: 1 : .32 DWG. 81.. JPR 4 0 DRAWING Ha: JWV05O9. - 04 - 01 SHEET 1 of 6 • • • •• • • •• •• • • • • • • • • • i VERTICAL CROSS — SECTION (ENDURA # ZAI4625AA SILL) •• • • • ••• • •• • • • • •• • • • • • •• • • • • • •• • • •• • • • ••• • •• • • •••• ••• • • •Y • •z zN MIX • N = • •••i•• •14 .8 • •••1.••• N ••••• • w.• • O • m • • • ••• SEE NOTE 1 & 2 33 EXTERIOR INTERIOR 0 ta N 0 Z NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTIUZE OPTIONAL 3/16" TAPCON OR ITW BUILDER TAPCON (NOA #03- 0114.03) OR ELCO TAPCON (NOA 102- 0503.07) 0 to 0 m 0 DATE: 9 -06 -05 sCAIE: NTS DWG. Sr. JPR GrtC. Br DRAWING N0. JW0509 -04 -02 •wEEr 2 of 6 m z 0 0, Gi bi 0 0 z Item DESCRIPTION Material 1 SIDE JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE i 2 HEAD JAMB (1 1/4 "x 4 9/16" FINGERJOINTED PINE) PINE .3 4' x 4" BUTT HINGE 12GA. (.089 MIN) STEEL STEEL 4 #9 x 5/8" PHILLIPS FLATHEAD WOOD SCREW 5 #8 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 6 #10 X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 7 #8 X 3" PHILLIPS FLATEHEAD WOOD SCREW STEEL 8 #8X1" PHILLIPS FLAT HEAD WOOD SCREW STEEL 9 COMPRESSION WEATHERSTRIP (Q -LON QDS -650) 11 INSWING ADJUSTABLE THRESHOLD (ENDURA) ALUMINUM 12 ASTRAGAL THROW BOLT, STEEL ROD, 5/16 x 18" STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 Go. 7/16 CROWN x 2 LONG STAPLES STEEL 15 KWIKSET TITAN SERIES LOCK SERIES 400 16 KWIKSET TITAN SERIES DEAOBOLT SERIES 780 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM 18 2x WOOD BUCK 19 2x WOOD BUCK WOOD 20 SHIMS FOR 1/4" MAX THICKNESS WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 1° IMPACT IG ASSEMBLY NOA 103- 0428 -02 GLASS 23 1/8" TEMPERED GLASS GLASS 24 3/8 LAMINATED ANNEALED GLASS GLASS 25 LOCK BLOCK (LVL x 48" LG) LVL 26 TOP RAIL ( FINGERJOINTED PINE) PINE 27 BOTTOM RAIL (25GA. MIN GALVANIZED STEEL) STEEL 28 EXPANDED POLYSYIm1'E (1.0 TO 12516s DENSITY BY JELO -WENL FOAM 29 STEEL OOOIt PANEL SKIN MATERIAL (24GA GALVANIZED) A -525 COMMERCIAL QUALITY 0.021 MIN. THICK.) STEEL GALVANIZED 30 001. LITE FRAME ALUM 6063 T5) ALUMINUM .31 HINGE SIDE STIL (FINGER JOINTED LVL) PINE 32 LATCH SIDE STILE (FINGER JOINTED LVL) LVL 33 #8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 34 INSWING VINYL DOOR BOTTOM SWEEP VINYL • • • •• • • •• •• • • • • • • • • • i VERTICAL CROSS — SECTION (ENDURA # ZAI4625AA SILL) •• • • • ••• • •• • • • • •• • • • • • •• • • • • • •• • • •• • • • ••• • •• • • •••• ••• • • •Y • •z zN MIX • N = • •••i•• •14 .8 • •••1.••• N ••••• • w.• • O • m • • • ••• SEE NOTE 1 & 2 33 EXTERIOR INTERIOR 0 ta N 0 Z NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTIUZE OPTIONAL 3/16" TAPCON OR ITW BUILDER TAPCON (NOA #03- 0114.03) OR ELCO TAPCON (NOA 102- 0503.07) 0 to 0 m 0 DATE: 9 -06 -05 sCAIE: NTS DWG. Sr. JPR GrtC. Br DRAWING N0. JW0509 -04 -02 •wEEr 2 of 6 m z 0 0, Gi bi 0 0 z a E NOTE #3 & 4 • • • ••• • • • • • • • • •• •. •• • • • •• • • • • • •• • • •• • • • ••• • •• • • • 3/4' MIN. EMB. 1/4' MAX SHIM 1 /8'MIN I CTRSIN ®0 0 • •• • •• 114111411i0 0 • • • - • mama* ---- • • • HORIZONTAL CROSS SECTION • • • V...4.0 AT LATCH JAMB TO BUCK. 11P. • • ® HORIZONTAL CROSS SECTION AT "ENOURA" ASTRAGAL EXTERIOR 1/4' MAX. SHIM -J 3 HORIZONTAL CROSS SECTION AT HINGE JAMB TO BUCK. TIP. 3/4" MIN EMB SEE NOTE #3 & 4 NOTES: 1. ASTAGAL FASTENER SPACING DETAIL F, PAGE 15. (TOTAL OF 14 SCREWS). 2. LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE 18 X 3" PHILLIPS FLAT HEAD WOOD SCREWS 3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 4. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA 102- 0503.07) 2 f41 1 41- 0 0 A Snar 3 OF 6 O 0 z DATE: 9 -06 -05 SCALE, NTS OW6. BY JPR MK. Br. WANING NO.: JW0509 -04 -03 •• • • • •• • • II ire coo Tram N. • • •• - SEE NOTE 1 �O 0 - Q . H 14 14 • •• • •• i i ,,, l ,r 111:• • • ••• • • •• N • 41 • _I SEE NOTE 1 7 TYPICAL JOINING OF SIDE JAMB TO HEAD JAMB OR SILL SEE DETAIL A SHEET 5 NOTES: o + SINGLE DOOR ANCHORING LOCATIONS SEE DETAIL B SHEET 5 6-1 12 12 � 12 2 — { SEE DETAIL D SHEET 5 4 04 C•114 1. HEAD JAMBS & SILLS ARE JOINED TO THE SIDE JAMBS USING (3) 16 Go. 7/16" CROWN x 2" LONG STAPLES. 6 SEE NOTE 1 6 --1 12 12 d 12 --I 12 I-- 6 SEE NOTE 1 74 co DOUBLE DOOR ANCHORING LOCATIONS 0 7 q -M- o z 7 CO CO z 1 W z 6 sn N in z 0 14 0 0 z WE: 9 -06 -05 wax: NTS DWG. BY JPR CHK 01101)0 NO.: J4/0509 -04 -04 SHEET 4 or 6 • • • •• • • • • • •• • • • • • • • • • ••• •••• • • • •• •• • • • • • •• • • • • • •• • • •• • • • ••• • •••• • , • DETAIL C STRIKE PLATES TO JAMB • • •• • • e • • DETAIL A HINGE MOUNTING DETAIL DETAIL D STRIKE PLATES TO TYPICAL ASTRAGAL 1 1 0 ro T DETAIL F Fastener Spacing Endure Astragal, 18 x 1 PPH WS DRILL 3/8 ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8 DEEP DETAIL B THROWBOLT STRIKE PLATE MOUNTING. DRILL 5/8 ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP DETAIL E TYPICAL ASTRAGAL RETAINER BOLT HOLE GLAZING DETAIL INSULATED GLASS UNIT 1/8 TEMPERED GLASS 1/2 AIR SPACE 0.090` PM INTERLAYER BY SOLUTIA 0 a_ a 0 m 0 0 0] m N z 0 tar Q O z DATE, 9 -06 -05 sw.E: NTS OM. Er: JPR CHIC. BY DRAWING Na.: J1d0509 -04 -05 SHEET 5 OF 6 • • • • • • • •••• • • •••• • • • • • • • U 4" • • BUTT HINGE • .11 x 4 x 120A STEEL • ••• • •• •• • •••• . • C30 • •. • • •• • •• • • • • • •• 1.688" ▪ - •• •• • • •••••• • II +324"•7•' -1 • • • • • • • • Tar • ••• •BOTTOM R R, • *STEEL, SGA MIN GALVANIZED • 13 2.5" N (,! O ASTRAGAL BOLT HEAD STRIKE • 4.561" INSWING THRESHOLD (ENOURA) PART, A14566AA, 6063 -T6 ALUMINUM 0 0 N 4.563" - -I 2.188" WOOD JAMB FINGERJOINTED PINE 0 --1 I--19/32" CNI COMPRESSION WEATHERSTRIP SST GAL (ENDURA) 6063 -T6 ALUMINUM } 3.128 LOCK BLOCK (12" LG) WOOD 3�• 1 23/32" 7/8 4,46= DOOR BOTTOM SWEEP up 18" ASTRAGAL BOLT MATERIAL: C/R STEEL ROD ZINC & YELLOW CHROMATE 1.21" I I • • 1 1.688" h f" STILES AND RAILS LATCH STILE & HINGE STILE (LVL) TOP RAIL (FINGERJOINTED PINE) 1 3/4 "r -- ODL UTE FRAME ALUMINUM 6063 T5 A z 0 W a u 0 situ 6 of 6 a z v 0 m N N Z 0 rn W 0 DATE 9 -06 -05 SLUE: NTS WJ . Br: JPR CHIC BY: BR lNG NO.: JW0509 -04 -06 BUILDING CRITIQUE SHEET -2f'Le) E lr a?cel..) e4-(4 2 AO //d90 r d is T4t ae lie .g *10 t1o7 2 ,QA) //7-7 '.4ej /ose .r' ta.ur Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department Permit No. Job Name Date LOOM N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972