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WS-08-1568/ MO VA Project Address 11040 NW 2 Avenue 1121360020270 Miami Shores, FL 33168- Block: Lot: Qww.Info(mation JULIO SOTO Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) HOME OWNER Phone Cell Phone Type of Work: MAIN DOOR REPLACEMENT No of Openings: 1 Additional Info: IMPACT DOOR Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $5.00 $110.00 $3.00 $2.75 $121.55 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 . Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Friday, August 22, 2008 Address Mat Expiration: 02/1812009 Parcel Number Applicant Phone Total Payment Type : $- 0.00 $ 0.00 Amt Paid I Amt Due $ 0.00 Valuation: Total Sq Feet: JULIO SOTO 11040 NW 2 Avenue MIAMI SHORES FL 33168 -4304 Available Inspections: Inspection Type : Window Door Attachment Final Shutters Final Shutter Attachment AM 2 2008 C MIAMI SHORES VILLAGE August 22, 2008 Date Cell $ 1,000.00 0 1 Tenant/Lessee Name 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 AUG 2 2 2008 w w r Permit Type (circle): Owner's Name (Fee Simple Titleholder) 1114 S0 ± O Owner's Address 1) 0 y ('7 rok.o a.01 (> City RUM \ S 1 c r y state P L o f rei. a zip 33 f 6 Job Address (where the work is being done) ,10 Flo to W `� . J `5 Ave- City Miami Shores Village County Miami -Dade Zip 33163 FOLIO / PARCEL # Is Building Historically Designated YES NO X Contractor's Company Name 0 W Y1 e r Phone # Contractor's Address p It 40 N to .2_ Q V e. City Tt t m) I% a-ren state P 10 r f a m. Zip 33 j 66 Qualifier Name State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: (Addition Describe Work: Bond $ Code E Structural Review. $ /4/7 LjAlteration DNew AU Q2 2 2008 CA 411 MIAMI SHORES VILLAGE Permit Nlo. WS 0g Master Permit No. Phone #( ) 7 5. 70 Phone # 3 0 5'7 51 757 0 3 0 s 7 (5 7'r) Phone # Phone # Square / Linear Footage Of Work: ❑ Demolition ******** **** ************** ******* ****** F *** ******** ***** * ************** Submittal Fee $ Permit Fee $ 1 / 0 CCF $ ®. 0 CO /CC Notary $ Jo Training/Education Fee $ 0 Z D Technology Fee $ Scanning $ • Radon $ DPBR $ Zoning $ Double Fee $ pp Total Fee Now Due $ V ' 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 carte ed 7 • �" reinspection fee will be charged. Signature day of Sign: Print er or Agent Contractor 21 itti The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this '—, 20 ox b c itho �rb , day of , 20 _ , by who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. who is personally known to me or who has produced17S NOTARY PUBLIC: My Commission Expire ******************** t * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) Signature NOTARY PUBLIC: Sign: Print My Commission Expires: ********** *** ** * **** ** ******** ** ***** **** Plans Examiner Engineer Zoning Please read and initial each paragraph. VILLAGE OF MIAMI SHORES A ri . 1 c, 2 . 1100 OWNER BUILDER DISCLOSURE STATEMENT NAME: Tv t 0 S340 DATE: ©8 © ADDRESS: if 0 L (0 IV IAJ 9,2 ,Ade 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 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. 1. I hold title to the above property and I am planning on doing this construction Myself. 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 reinstatement of the permit. 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. 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. MONICA LI S 7.70 MY COMMISSION # DD 483995 EXPIRES: October 20, 2009 Bonded Thru Notary public Underwriters Initial Initial Initial ARY 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. 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. 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. Initial Was acknowledged before me this day of Ai/ 6T , 20 OK By O XTh Produced there License or fl ,'7/wais Lit as identification. who was personally known to me or who has • ••• . .• •• • . • • . • • • • • • • • • .•• • • • • • . • ••• • • • •• • .•• • • • • • • • • • ••• PERMIT #: 'v4 01 -noc Miami Shores VIII= ! e APPROVED BY DATE ZONING DEPT yy BLDG DEPT SUBJECT TO COMPUAN WITH STATE AN • s UNTY RULES ANO REGULATIONS RECEIVED 2008 /dJ�i Awer bar BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Trinity Glass International 4621 192 Street East Tacoma, WA 98446 SCOPE: 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: 6'-8" Ontswing Glazed Fiberglass Door w/ wo Sidelites -LMI APPROVAL DOCUMENT: Drawing No. S -2728, titled "Glazed Fiberglass Outswing Door ' ", sheets 1 through 12 of 12, dated 10/05/06 and last revised on 01- 14-2008, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, 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 Missle 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 beioz d; di o h: user by the manufacturer or its distributors and shall be available for insptctionnhCjcfp CtPdt thettquest of the Building Official. This NOA consists of this page 1 and evidenc'eVage"2-1, .s vdeltas'dpproval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • •. •• ••• • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • •• 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 NOA No 06- 1113.04 Expiration Date: February 21, 2013 Approval Date: February 21, 2008 Page 1 Trinity Glass lirgernistiourd NOTICE OF ACCEPTANCE: VIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2728, titled "Glazed Fiberglass Outswing Door ", sheets 1 through 12 01 12, dated 10 /05/06 and Last revised. on 01 -14 -2008, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. B. TESTS 1. Test reports on 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 and TAS 202 -94 5) Small Missile impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FEW, TAS 203 -94 along with marked -up drawings and installation diagram of 6'0 x 6'8 Glazed Fiber Glass Outswing doors w/ sidelites, prepared by Testing Evaluation Laboratories, Inc., Test Report No. TEL - 06-0918 -I, dated 10/1006 and revised on 12- 05-07, signed and sealed by Wendell W. Haney, P.E. 2. Additional test report No, TEL-06-0918-1, per TAS 201, 202 and 203-94 for 6'0 x 6'8 opaque Fiber Glass Outswing doors w/ sidelites, issued by Testing Evaluation Laboratories, Inc. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by RW Building Consultants, Inc., dated 11/03/06, signed and sealed by Lyndon F. Schmidt, P.E, 2. Glazing complies w/ ASTM E 1300-98/02. D. QVAL,ITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 054206.01 issued to Trinity Glass International, for their Unfinished Fiberglass Door Slain, expiring on 03/02/11. 2. Notice of Acceptance No. 07.0828.01 issued to Trinity Glass International, lbr their Trinity Lite Frame, expiring on 07/03/12. 3. Test Report No. FTC- 05 -7S1- 17122.1, prepared by ETC Laboratories., issued to Trinity Glass International, dated. 10/19/05 and revised on 01/020/8, Polyurethane Foam, tested per ASTM 19291) "Self Ignition Temperature"; ASTM Efl4 "Flame Spread Index" and "Smoke Developed Index ", signed and sealed by Joseph Labora Doldan, P.E. F. STATEMENTS 1. Statement letter ofconfonnance and no finan eial interest, dated 01 /14/08, signed and sealed by Lyndon Schmidt, 14.E. • • • • • • • • • • 2. Statement letter of lab compliancgis pit if it:4 G. OTHER. •• ••• •••• • •• • • • •• 1. "DSE -814" Silicone Adhesive Sealant by Dons Yang Silicone, co, •••• • • •••• • • • • • • • tam L Cbanda, P. E. • .. .. • • • • • • • •••• ••.• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • •t • . • • • • • ••• • • • •• • 4 4.Jc Product Control Esar NOA No 06- 1113,84 Expiration Date. February 21, 2013 Approval Date: February 21, 2088 • TABLE OF CONTENTS 1 TYPICAL ELEVATIONS, DESIGN PRESSURES & GENERAL NOTES 2 DOOR & SIDELITE PANEL CROSS SECTIONS & GLAZING DETAIL 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS 5 HORIZONTAL CROSS SECTIONS 6 VERTICAL CROSS SECTIONS 7 FRAME ANCHORING DOUBLE & DOUBLE BOXED UNITS 8 FRAME ANCHORING SINGLE & SINGLE BOXED UNITS 9 FRAME ANCHORING CHS UNITS 10 COMPONENTS 11 ASTRAGAL DETAILS 12 BILL OF MATERIALS & COMPONENTS GENERAL NOTES TriniOp Gla&s, I N T E R N A T I O N A L 4621 192nd STREET EAST TACOMA, WA 98446 TEL: 253-875-7300 FAX: 253- 875 -7301 FLUSH GLAZED FIBERGLASS OUTSWING DOORS WITH & W /OUT SIDELITE(S) "IMPACT' o , 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE 2 n g g a WITH THE 2004 FLORIDA BUILDING CODE INCLUDING THE H1GH VELOCITY HURRICANE ZONE" ("HVHZ ). 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN THE ° HVHZ" THIS PRODUCT COMPLIES WITH SECTION 1626 OF THE FLORIDA BUILDING CODE AND DOES NOT `�` NOM REQUIRE AN IMPACT RESISTANT COVERING. 4. WHEN USED IN DEBRIS P RO OUTSIDE CT ION THIS PRODUCT REQUIRING WITH Di.' • h SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE AND DOES By, NOT REQUIRE AN IMPACT RESISTANT COVERING. 5. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF TH ESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 6. SITE CONDRTONS THAT DEVIATE FROM THE DETAILS of THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR A REGISTERED ARCHITECT AND TO BE APPROVED BY BUILDING OFFlCAL. 7. IX AND 2X W000 BUCKS BY OTHERS MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS TO S�IRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL 8. FOR DESIGN PRESSURE RATING SEE CHART UNDER EACH PRODUCT ELEVATION. 9. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). �� § o D. ii complyhW x JAMB MULL W/0 REINF. 72.00 MAX. OVERALL FRAME WIDTH 37.375 MAx. SDL CHS WIDTH 37.375 MAX. FRAME WIDTH OX OR XO (cHs) $INOI F FUI I I ITF DOOR W /SIDELITE (CHS) DESIGN PRESSURE (PSF) +60.0 1 -80.0 148.75 MAX. OVERALL FRAME WIDTH (W /NON- REINFORCED MULL) 74.00 MAX. OVERALL FRAME WIDTH 36.38 MAX. PANEL WIDTH W /ASTRAGAL 21.00 MAX. DLO 21 ".00 0XX0 (BOXED NON- RFINFORCFO MULL DOURI F FUJI LITE DOOR w /SIDEUTES (BOXED) DESIGN PRESSURE (PSF) +55.0 I -55.0 108.00" MAX. OVERALL FRAME WIDTH 37.375" MAX. SDL FRAME WIDTH 37.375 MAX. SDL FRAME WIDTH oxo SING' F FULL LITE DOOR W /SIDELRES (cHs) DESIGN PRESSURE (PSF) +60.0 1 -80.0 JAMB x JAMB MULL W/0 REINF. 75.82" MAX. O.A. FRAME WIDTH W /1X MUWON REINFORCEMENT 37.375 MAX. SDL FRAME WIDTH 7 75 MUWON REINFORCEMENT XO OR OX (BOXED) SINGLE FULL LEE D00R W /SIDELITE (BOXED) DESIGN PRESSURE (PSF) + 60.0 1 -60.0 74.00" MAX. OVERALL FRAME WIDTH 36.35" MAX. PANEL WIDTH IW/ASTRAGAL XX DOUBLE FULL LITE 000R DESIGN PRESSURE (PSF) +55.0 1 -55.0 7 37.50 MAX. FRAME I•- WIDTH 113.75" MAX. AVER$LL: FRAME WIDTH W /,X MULLION REINFORCEMENT • • 21.00' FRAME D.LO. WIDTH ••c5 IN • ffi •• ..... m SINGLIF F1111 Lin DOOR• • DESIGN PRESSURE (PSI ,,Z rc +At: •I • -55.0 o •• •• • . • n. • ..: • • • W R 75 .75" MUWON - I MUWON REINFORCEMENT REINFORCEMENT OX0 (BOXED) SINGI F FUI I I ITE DOOR (Bono) W /SIDELRES (Bono) DESIGN PRESSURE (PSF) +80.0 1 -60.0 • 1 • • • • • • • • • P. s N 2 R a CM: 1 0/05/06 sole N.T.S. awa.I3n EW am en LFS DR ma NQ: S -2728 v • • • • ry 11•••• • • s • • • zz 3 1 c° g ° o Emu oFla • • 4 SIDEUTE PANEL, d 0 DOOR PANEL T SEE DETAIL 1 ztn z FIBERGLASS YARN 03 0 REINFORCEMENT FIBERGLASS SKIN PETAL 1 EXTERIOR INTERIOR DOOR & SIDEUTE DETAILS ILLUSTRATION SEE DETAIL 1 INTERIOR ( 1 HORIZONTAL CROSS SECTION 1) SIDELITE PANEL 1/2" GLASS BITE STRUCTURAL SILICONE BY DONG YANG SILICONE CO. SCREW, STEEL 3 HORIZONTAL CROSS SECTION 2 FRAME (MATERIAL: PC /ASA) (LAZING DETAIL 1" O.A. GLASS THICKNESS 1/8 TEMPERED GLASS SWIGGLE 1/8 HS GLASS .090" PVB INTERLAYER DUPONT BUTACITE 1/8" HS GLASS INTERIOR 0 2 2 VERTICAL CROSS SECTION DOOR PANEL SlDEUTE PANEL EXTERIOR INTERIOR Approved as cc d aku p Florida Back *Pl Miami Dade Prodds* Car** BY 0 • •• • • • • • • ••••• • SEE NOTE 7 SHEET y 19.7 FROM END & 27.4 MAX. 0. C, SEE NOTE 1 SHEET 3 I 1/4" MAX. SHIM SPACE (TYP,) 1.14" MIN. PENETRATION ® SIDELITE JAMB SEE NOTE 1 SHEET 3 INTERIOR EXTERIOR HORIZONTAL CROSS SECTION 6 FROM END & 27.4 MAX. O.C. NON— REINFORCED MULL 3 2 HORIZONTAL CROSS SECTION 0 HINGE JAMB SEE NOTE 7 SHEET 1 0 00 0 INTERIOR EXTERIOR 1 -3/8 MIN. EMB. (TYP.) • 1 /4° MAX. SPAC SHIM E (TYP.) 11 �1!i!lill!:i •..:.• I � INTERIOR .. St .F: �t�it 55 VERTICAL CROSS SECTION 3 SEE NOTE 1 SHEET 3 EXTERIOR SHOWN W /1X SUB —BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS NOTES 1. ITEM #48 — #9 X 2 -1/4 PFH SCREWS THRU JAMB INTO SIDELITE LOCATED ® 6 27 50 -1/4 ° , & 72 -1/8 FROM TOP OF FRAME TYP. BOTH SIDE JAMBS. 2. ALL UNITS ARE GLAZED UNITS. SEE SHEET 2 FOR DETAIL. 0 0 p tin r 0 t ! 1 • NOT SHOWN SEE NOTE 7 SHEET 1 1 /4 MAX. SHIM SPACE (TYP•) 1.14 MIN. PENETRATION C) 3 33 HORIZONTAL CROSS SECTION ® ASTRAGAL INTERIOR • • •• • •••• • • •••• EXTERIOR • •• ••• •• • • • • • • • • • • •• • • • • • • •• •• O4 HORIZONTAL CROSS SECTION 3 ® HINGE JAMB • • i. • Apprard ® mP g wi• ""- � • ••• NO Miami U/041$ Ptod4i� Cas•% • • 0 MI 0 1 � 11111111111111;11111111111 °ag' i t.LL • • • INTERIOR ks hi iij 0 •••II E. 6 41 4 ON •••• • ••• •••• W y W • • 2 0. W 8 .• 4. N z • • • z 0 x1:10/05/06 sadm N.T.S. D 1). EN: EW OK BY: LFS 0BANUJC NO S -2728 sNm' 3 or 12, •• • • • •• • • • •• • • • • • • • NOT SHOWN INTERIOR 1/4" MAX. SHIM SPACE (TYP.) 0 HORIZONTAL CROSS SECTION HINGE JAMB ' • . . p. • 1.14° MIN. PENETRATION SEE NOTE 1 SHEET 3 SEE NOTE 7 SHEET 1 19.7 FROM END & 27.4* MAX. O.C. NEWS MULLION W/REINFORCEMENT 0 HORIZONTAL CROSS SECTION HINGE JAMIE 6" FROM END & 27.4 MAX. O.C. 6" FROM END & 27.4" MAX. O.C. NOT SHOWN MULLION WJREINFORCEMENT 0 HORIZONTAL CROSS SECTION LATCH JAMB INTERIOR EXTERIOR 19.7 FROM END & 27.4" MAX. O.C. SEE NOTE 1 SHEET 3 By • • • • • •0 • • • • • • • • • • • • A as carlEIW Florida NOM Jag Dula Wool • • • • • • • • NOTE 1. ALL UNITS ARE GLAZED UNITS. SEE SHEET 2 FOR DETAIL • • • • • • • • • • IS 00 • • • • • • • • • • • 0 • • • • DAM 10/05/06 soLL N.T.S. Dn. BY EW aec. LFS MMODNO4 S-2728 ssizEr as • • • • 1 • • • • • • • • • • • • 0, 00 • • • • • • • • • 0000 • • • 04110411 • •••• • mum Acil ;" mil rAIV �I • 5 1 HORIZONTAL CROSS SECTION 0 HINGE (CHS) W /INTEGRAL MUWON CHS MUWON ATTACHMENT AT SILL (2) #56 THRU SILL INTO MUWON • MIME E� NOT SHOWN • • • • •• • CHS MUWON ATTACHMENT AT HEAD (2) #56 THRU HEAD INTO MULLION 22 HORIZONTAL CROSS SECTION 5 • • • •••• Approved m implying wih ib Miami Dade Prodift k • • • • • • • • • • SEE NOT l • SHEET 3 ® LATCH (CHS) W /INTEGRAL MUWON • • • • • •• • • ••t. • • Ert .•.4 • • 1 1 • • • 0 N a 0 Z Dom 10/05/08 MIL N.T.S. ..a •W. EW eNK..w LFS OWNING Na S -2728 SKEET' 5 of 12 •••• • • • •• • z 1 7 O z 00 W 0 • • • • • • • • • • SEE NOTE 7 SHEET 1 0 VERTICAL CROSS SECTION HEAD JAMB — DOOR NOTE 1. ALL UNITS ARE GLAZED UNITS. SEE SHEET 2 FOR DETAIL 2-1/2" MIN. FROM EDGE (TYP.) I 2-1/2° MIN. FROM EDGE (TYP.) C) VERTICAL CROSS SECTION OUTSWING THRESHOLD ° VERTICAL CROSS SECTION SHOWN W/1X SUB—BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS SEE NOTE 7 SHEET 1 2-1/2 MIN. 2-1/2" MIN. FROM EDGE FR EDGE (TYP.) (TYP.) 0 VERTICAL CROSS SECTION OUTSWING — SIDELITE 0 VERTICAL CROSS SECTION • • HEAD JAMB — SIDELITE • • • • •••• • • • • • • • • .anteidatha AppaaeW ingraiapOiW / DEd. 0 140 • 8 , • * NOE 1. ITEM #48 — #9 X 2-1/4" PFH SCREWS THRU HEAD & SILL JAMB LOCATED 3° FROM EACH FRAME END AND ON CENTER UNE. •• • • • • • •• •• I • • •• scv 6 I avc. Em LFS DMEMINI: S-2728 SHEA 8 °Fla • • • • • • FRAME 2X BUC r r i. .. a 6" 2X BUCK MASONRY' OPENING MASONRY' OPENING FRAME lc OR -- 4" W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMIS ACTIVE 4.5" J 6 " NON — REINF. MULL FRAME ANCHORING SEE —) DETAIL 1 `- ASTRAGAL — SHOWN FOR REFERENCE C TYP. SILL SEE NOTE 1 / SEE DETAIL 2 I INACTIVE 1 OXXO (BOXED) OUTSWING ro ci ri 7 11 1 T / N / TYP. JAMB TO JAMB a W/0 3/4" N MUWON 1 1I SEE DETAIL 1 ASTRAGAL — SHOWN FOR REFERENCE / / TYP. SILL SEE NOTE 1 SEE DETAIL 2 I INACTIVE I 11 W /2X BUCK INSTALLATION OR W/1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS 0 BUCK TYP. JAMB TO JAMB W/3/4" MUWON 11 4.5" 7 7 U O N. W2XCK I STALLA110N W /1X BUCK INSTALLATION SEE NOTE 1 NOTE DETAIL 1 © HEAD EXITERIOR W/2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 2 DDET�LL 2 A warn, fl 8 wil,uW Data NO L � Cd vco� Miami Dada „°a� I.LL41.I� STRIKE PLATE DETAIL 0 ASTRAGAL • • •• • • • • • HINGE DETAIL, •••• • • • o • c .Q •• •• • 1. 1/4" ELCO OR ITW CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1 -1/4" EMBEDMENT. 7 2. 3/16" CONCRETE SCREWS ANCHORING ASTRAGAL STRIKE PLATE AT HEAD OR SILL REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 2 -5/8" CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. • • • • • • • • • •• •• •• • • • • • 0 N s z RTE 10/05/06 WAD N.T.S. DWG. BY: EW aec BY: LFS CROW NUJ S -2728 BST 7 or 12 • •• • • •••• • • •••• • • • • io / ' © W /T BUCK INSTALLATION OR W /1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS 0 BUCK TYP. HEAD,II SILL & JAMBS N — 4" 0 0 4" t� MASONRY OPENING I I� N TYP. JAMB TO JAMB � W/3/4" MUWON ` ACTIVE 1 I 0 0.75" II MUWON --�If� E I FRAM ANCHOR NQ gX0 (BOXE01 OUTSWING W /MUI I ION REINFORCEMENT U 6 E ' W /2X BUCK INSTALLATION OR W /1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS 0 BUCK 0.75" MUWON 1 1/ r _ 4" ri t TYP. JAMB TO JAMB W/3/4" _ MUWON 0.75" MUWON FBAMF ANCHORING XO OR OX (ROXFD) OUTSWINR W /MUWON RF1NFORCEMFNT TYP. SILL SEE NOTE 1 W/2X BUCK ALLATION OR BUCK INSTALLATION SIM NOTE 1 TYP. HEAD & JAMBS 0 BUCK O . TYP. SILL SEE NOTE 1 NOTES: STRIKE PLATE DETAIL 0 JAMB • • • • • •• • • • • • •••• 1. 1/4" ELCO OR ITW CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2 CLEARANCE TO MASONRY EDGES AND A MINIMUM 4 CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1 -1/4" EMBEDMENT. 1 • • _ • <a f • • • • • • • • • • SCAM • • o we 10/05/06 N.T.S. DIG. BF. EW moc Bn LFS DRAW N S -2728 gr • • • ai• •••• • O 2 sl OET & aFla • • 1 2 • • 2 m ti • 0 a 0 • • • • • • I 11 11 11 / / CHS MUWON /SHOWN FOR REFERENCE ACTIVE 4 ACTIVE r � W /2X BUCK INSTALLATION OR W 1X BUCK I STALLAnON SEE NOTE 1 TYP. HEAD & JAMBS 0 BUCK 1 1' / / CHS MUWON SHOWN FOR REFERENCE \ n co 4 TYP SILL 44 SEE NOTE 1 11 FRAME ANCHORING oxo (CHS) W /INTFGRAL MULLION (CHS) FRAME ANCHORING OX OR X0 (CHS) W /INTEGRAL MULLION (CHS) 4" W /2X BUCK KSTALIATION OR W 1X BUCK I AUATION SEE NOTE 1 TYP. HEAD & JAMBS 0 BUCK 0 TYP. SILL 4 4 SEE NOTE 1 m 0 1 STRIKE PI ATF DETAIL ® MUWON NOTES: 1. 1/4° ELCO OR 11W CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2 CLEARANCE TO MASONRY EDGES AND A MINIMUM 4 CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1 -1/4" EMBEDMENT. • • • • • •• • • •• • • •••• • • ye p m yy Pato By •• • •• i •• • •• • w z 0 N 0 z wsE 10 /05/08 • • WLE. N.T.S. MS 8Y: EW Dec. Oft LFS owu•m :w.: S -2728 scEEr 9 oF JZ • • • • i • 9 m • • • •• • • • • • • • 0 1.562" 11 TOP RAIL �:J TOP RAIL DOOR SIDELITE BOTTOM RAIL DOOR 4.560" SIDELITE STILE 0 u 0 0 19 SILL-TO -JAMB KIT DETAIL OPTIONAL 1.562" .305 N to 1.562" r to 0 47 BOTTOM RAIL SIDELITE 1.220" 4.560" e �+ 2.435" --y 14 HINGE STILE EDGE 13 HINGE & LATCH STILE SUPPORTER ILL to J --{ 1.891" 5' 0 17 LOCK BLOCK 0 ul 7 l 198" L LATCH STILE EDGE r 2.362" 0 {r � 1.983" rn r — I 3.983" --►1 0 0 18 HINGE 1.250 000 ° o 1 JAMBS 1.000 0©© AFRTO"d oy coFFNOFS aiththe 0 NOA0 Mule Product W tmol I' 2.000" 1 6- CHS INTEGRAL MUWON CHS (OX, 0X0) m to 00 • •••• I-•- 2.250" --1 • •••• 1X REINF8RM • • MUWON MUWON • • •• •• --- 2.500 -i - 2.250" 1- W /OUT REINFORCEMENT • • • • • • • • • g ka p i s •••1 • ••4 • •• • 4 • •• • Y • • • • N • z Ewe 10 /05/06 OMB N.T.S. o•a. BY: EW rant. au LFS 0Mx0to N04 S -2728 stir 10 or 12 •• • •••• • •• • • • • • •••• • • DEAD BOLT LATCH (THRU HOLE) • (BUND HOLE) • :1111DIMININ ouJ ALUMINUM ASTRAGAL ASSEMBLY BY ENDURA PRODUCTS 40 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS 40 40 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS • • • 0 1.625" 6;\ SUDE BOLT ROD STEEL 0 0 "' 1.825 r _ o I T • • • • • •• • • NOTE 1. (12) OF ITEM #48 ASTRAGAL RETAINING SCREWS LOCATED (2) ® 2 -1/2 ", (1) 0 3 -1/2 (1) ® 10 -1/2 ", (1) ® 18 -1/2 ", & (1) ® 26 -1/2" FROM THE TOP OF ASTRAGAL AND (2) ® 2 -1/2 ° , (1) 0 3 -1/2 ° , (1) 0 10 -1/2 ° , (1) 0 18 -1/2 ° , & (1) ® 26 -1/2 FROM THE BOTTOM OF ASTRAGAL. • • •!• • • • • • • •• •• • 41 TOP BOLT RETAINER 6:7"A TOP BOLT RETAINER • • MATL: HDPE V., MATL: ALUMINUM • • LENGTH: 4 3/4" LENGTH: 9 3/4' • • • • • •• • • • ▪ Approved av complying Mb 0 0 • NOM 19.625 0 �� % t •••• 1 •• • •• • 1g 3 5 0 DATES 10/05/06 L& N.T.S. 17110. BY EW aec DYs LFS DRMD10 BD.: S -2728 Sam 11 OF 12 • • • • •• • •••• • • •••• • • ITEM 1 2 3 4 5 7 8 9 10 11 12 13 14 15 18 17 18 19 21 22 23 23A 238 24 26 27 28 29 30 31 .32 3.3 34 .35 38 37 38 40 41 42 43 44 DESCRIPTION FIBERGLASS sKIN 0. 076" BY TRINITY MW. THK. W/RBERGLASS YARN REINF. SIDELITE JAMB - FINGER -JOINT PINE HINGE & LATCH JAMB - FINGER -JOINT PINE HEAD JAMB - FINGER -JOINT PINE 1/4' X 3 TAPCON (ELCO OR MY) OUTSWING THRESHOLD (HIGH RISE 1YPE)(ENDURA PRODUCTS INC.) STRIKE PLATE SCREW 18 X 2.0' PFHWS (2 REQUIRED PER STRIKE PLATE) COMPOSITE BOTTOM RAIL DOOR PANEL CORE FOAMED IN PLACE BY TRINITY COMPOSRE/WL TOP RAG. WEATHERSTRIP COMM Q-LON LVL HINGE & LATCH SOLE SUPPORTER COMPOSITE HINGE STILE EGE BEAD 1/4' COMPOSITE LATCH SOLE EDGE LK LOCK BLOCK 3.983 X 4.0' HINGE MIN. 0.098' THICK S81 TO JAMB KIT (OPTIONAL)* KWIKSET LATCH GRADE 0 KVAKSET DEADBOLT GRADE 11 STRIKE PLATE FWSH BOLT STRIKE PLATE O HEAD FLUSH BOLT STRIKE PLATE 0 SILL HINGE TO JAMB SCREW 19 X 5/8' PFHWS (3 REQUIRED EACH HINGE) HINGE TO DOOR SCREW 19 X 1.0" PFHWS (4 REQUIRED EACH HINGE) LTE FRAME SCREW �8 X 1-1/8" SELF THREADING 1' INSULATED LAMINATED GLASS (WTERLAYER DUPONT BUTACITE) 1/8' TEMPERED - AIR - 1/8' HS - .090' PVB - 1/8' HS 2X BUCK 1X BUCK MASONRY MULLION BASE KIT• JAMB 70 BUCK SCREW 110 X 2.5' PFN WS WITH MIN. 1.14' EMB. NOT USED LATEX CAULK 1/4' MAX. SHIM SPACE LITE FRAME BY TRINITY UNDER SEPERALE MCA! SCREW PLUG* ASTRAGAL (ENDURA PRODUCTS INC.) 80L7 RETAINER F1.USH BOLT 3/18' X 2 -1/4' TAPCON (ELCO OR in 1/4" X 2-3/4" TAPCON (ELCO OR OW) MATERIAL FIBERGLASS MOD W000 STEEL STEEL. PVC POLYURERGWE PVC /LVL F0AM POPLAR PVC WOOD PVC POPLAR STEEL PC /ASA STEEL. STEEL STEEL STEEL. STEEL STEEL STEEL STEEL GLASS WOOD WOOD CONCRETE PC /ASA STEEL. LATEX WOOD PC /ASA PC /ASA ALUMINUM STEEL. STEEL. STEEL ITEM 45 46 47 48 49 50 51 52 5.3 54 55 58. 57 DESCRIPTION LVL SIDEUTE TOP RAIL LVL SIDELITE STILE LVL SIDEUTE BOTTOM RAIL 19 X 2 -1/4' SELF ORO.UNG SCREW 10 -32 X 5/8' MACHINE SCREW OUTSWING SIDELITE SPACER #10 X 2.0' PFH WOOD SCREW DEAD BOLT STRIKE 1X MULLION REINFORCEMENT INTEGRAL MULLION (CHS) 18 X 1 -1/4' PFH DRYWALL SCREW 18 X 2-1/4" PFH SELF DRIWNG SCREW STAPLE 16 GA GA1V. 7/18' CROWN x 1 -3/4' LONG CELLULAR PVC COMPETE O M --� 2.010" O SIDELITE SPACER OUTSWING MATERIAL POPLAR POPLAR STEEL. STEEL PVC STEEL STEEL WOOD STEEL STEEL STEEL f�--- 3.068 O OUTSWING THRESHOLD HIGH RISE TYPE • PC /ASA- POLYCARBONATE/ ACRYLONRRILE STYRENE ARYLATE 1 g 1 • • • } • 4. • • • • 3 • cwt • • u •••• . • • . •••• • • •• •• • • • • • • • • • • •• • Approved n complying wih the Florida Building NMieroi 1 o"P`roduct �o+�l ., 17;17 r41 _1.Lty • ••• ••• •• • • SCALE ma. 9Y: 1 � y ag N.T.S. EW DIMINO NO.: 5 -2728 • 0 0 15 C • • • • • t • • 08 4A1 • • • • • • • REPLACEMENT OF DAMAGED DOOR TO BREAK IN. Passed Inspector Comments Please call Julio 30 minutes before arriving homeowner 305 341 8558. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/18/2008 Inspector: Rodriguez, Jorge Owner: SOTO, JULIO Job Address: 11040 2 Avenue NW Miami Shores, FL 33168- Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, September 18, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1121360020270 Lot: Page 1 of 2