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WS-08-1082
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 • 1 Inspection Date: 07/10/2008 Inspector: Grande, Claudio Owner: ASHCRAFT, SHERI Job Address: 307 99 Street NE Miami Shores, FL 33138 -2436 Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters rmit,d2/Inspection Type: Windows and Doors Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060135480 Lot: Building Department Comments PATIO DOOR REPLACEMENT \O ' Inspector Comments CREATED AS REINSPECTION FOR INSP- 88243. no one home.CG. PLEASE MAKE INSPECTION BETWEEN11:30 AND 12:00. OWNER WILL LEAVE WORK TO BE AT HOME FOR THAT TIME. N� 7 l6) Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, July 9, 2008 Page 2 of 2 W.Abs 4704 yDiG�ryr►ci�l , Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.l Off' In-. Master Permit No. BUILDING PERMIT APPLICATION. FBC 2004 ipammim la JUN 11 2CM ; BY: Permit Type (circle)- Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple is e older) ci4En 1 / /31f(-44► r Phone # 78 uilding Owner's Address C 7 Al F 9 d. City /V141+-141 SWO n- State PC Tenant/Lessee Name Zip ;3 / Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # ;O7 ?Fi fr County Miami -Dade Zip t� San NI Is Building Historically Designated YES NO 1"/..- !-Qw1 Owr Contractor's Company Name Contractor's Address Phone # City State 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 $ 5W Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New "Repair/Replace 0 Demolition Describe Work: /&P f'CE OvT /2 T S ,t) %/!2 A-ct ?IA) s i-Pu re () ,vt 3 . Submittal Fee $ X/ Permit Fee $ /10 - CCF $ OP) CO /CC Notary $ 5 a) Training/Education Fee $ C) . 90 Technology Fee $ 7S Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 12.1.53 See Reverse side -� 6 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 ik.accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The fo �goiinpg nstrument�was ac day o(' 9/ ,2�b,/by owtedgell b fore me AshCrit wh is personally known to me or who has produced Slar Signature Contractor is ) 1 1 The foregoing instrument was acknowledged before me this 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. NOTARY PUBLIC: Sign: Print: My Commission Expires: 42 194, * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ' 'it 7 *** *9t**** **7Y4tk9e*** ***tl *** ***** * 71e# **it4YnF9titie**ak***icieit******7F*** NOTARY PUBLIC: rt9 O0'9 f''.7 ' _ � cCf3 ., Sign: 4 �o Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning crank- 00 BY: 0-. c-'0 P, 140 yb- Okcl cQ 910 et' ,••, • • J • •• • , • •••• • •0 •. • • •••• • • • • • • ••••*- • • • • • ••• •r '•Ae ((Yi re--6)(7r_ PERMIT #: ZONING DEPT BLDG DEPT • ••` ••• • • • SUBJECT to cam 11,1 STATE ANC COUNTY RULES Air REGULATIONS 3 o -7 Ai gel l‘ s� MOO Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: $07 ,tie"" I f jr Permit No. e $ —lei IF Opening Description of Wiudow 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 ( -) PSF /p / t DOf- QV- -1 /S 2? - f-Ga.ct °dot 0 r -53 ;2 ',k 00 Ito C0KLS ?t.v ctfo7leg. see__ ----- ..: •• ••• • • • • • • • • • • • • •• • • • •• • • •• • • • • • • • • • ••• • • • • • • • • • ' - •• ••• •• • • • •• • • •• • • i • • • • • • • • • •• • • • • • • • • • • . • • • • • • • • _ • • • •• • • • • • _ •• I ••• • • • • ••• • • • • • • • • • • • • '• ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ll• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Traco Windows & Doors 71Progress Ave. Cranberry Township, PA 16066 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: Series "Doral 3" Outswing Aluminum Patio Door APPROVAL DOCUMENT: Drawing No. 04 -113 -0007, titled "Series Doral 3 Outswing Aluminum Patio Door", Sheets 1 thru 5 of 5, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 09/15/03, with revision "5" dated 09/06/05, signed by sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: 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 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 i •its entirety. • • INSPECTION: ? cgpy of this entire NOA shall be provided to the user by the manufacturer or its distributors • and shtM1'Ife.availab?e for inspection at the job site at the request of the Building Official. • This NbA'renews siDA# 05- 1003.11, and consists of this page 1 and evidence pages E -1 and E -2, as well as • • approval documeni i$enh %ned above. The sgbiraitted documentation was reviewed by Jaime D. Gascon, P.E. • • • • • • • •••• •••• • ACT "Dy •••• c^ � . • •• • • • ••. _ • • • • NOA No 06-0629.01 Expiration Date: September 14, 2011 Approval Date: July 20, 2006 Page 1 Traco Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 04-113 -0007, titled "Series Doral 3 Outswing Aluminum Patio Door", prepared by Frank Bennardo, P.E., sheets 1 through 5 of 5, dated 9/15/03 with revision "5" 09/06/05, signed and sealed by Frank Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Force Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0021- 0502 -03 dated 4/28- 6/19/03, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA # 04- 0611.02" 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) Force Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a patio door, prepared by Architectural Testing Test Report No. ATI 01- 50138.01 dated 03/31 - 04/13/04, signed and sealed by Steven M. Urich, P.E. "Submitted under NOA # 04- 0611.02" 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) Force Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a patio door, prepared by Architectural Testing Test Report No. ATI 50138.02- 122 -18, dated 09/21/04, signed and sealed by Steven M. Urich, P.E. "Submitted under NOA # 04- 0611.02" C. CALCULATIONS 1. Revised Anchor Calculations and, prepared by Frank L. Bennardo, P.E., Consulting Engineer, dated 09/06/05, signed and sealed by Frank Bennardo, P.E. • Complies with ASTM E1300 -98 • • • : i\TK; 1f3 stress increase used in anchors into masonry or steel substrate. • • • • . • • • • • • •••• • • • •• • •••• • • •••• ••••• •• • • •••••• . • • • •• • • • • • •••• • •• • • • • •••• • • • • E -1 Jaime D. scon, P.E. Chief, Product Control Division NOA No 06- 0629.01 Expiration Date: September 14, 2011 Approval Date: July 20, 2006 Traco Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. E. MATERIALS 1. None F. STATEMENTS 1. Laboratory compliance letter for Hurricane Test Laboratory, Inc., Test Report No. HTL 0021 - 0502 -03 dated 4/28 - 6/19/03, signed and sealed by Vinu Abraham, P.E. "Submitted under NOA # 04- 0611.02" 2. Statement letter of no financial interest, dated 06/08/04, signed and sealed by Frank Bennardo, P.E. "Submitted under NOA # 04- 0611.02" 3. Statement letter of no financial interest, dated 06/08/04, signed and sealed by Frank Bernardo, P.E. "Submitted under NOA # 04- 0611.02" G. OTHER 1. Letter from the consultant, dated 12/06/05, stating that the product is in compliance with Florida Building Code (FBC). 2. Notice of acceptance No. 05- 1003.11, Traco Window & Doors "Series Doral 3 Outswing Aluminum Patio Door", approved on 01/26/06 and expiring on 09/14/06. •• • • • • • • • •• • •• • • • • •••• • • • • •••• • • • • • • • • • •••• •• •• • .. • • • • Jaime D. Gascon, P.E. • • Chief, Product Control Division • NOA No 06-0629.01 • • •••• •••• • • • Expiration Date: September 14, 2011 • • Approval Date: July 20, 2006 • • • • • E -2 • • •••• • •• • • • • •••• • • • • • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • 417.11 II: • • ••• (• /J• • • /••• CLUSTER OF TAPCONqS (SHOW), OR CLUSTER OyF( ((34" • SHOWN) _ OM N. S RING BESWEENOCLUSTER • • • • ANCHORS). •TYR, TOP & BOTT011. -•�. • • •• • • • • • • • • 1. NON - IMPACT OUTSWING DOOR, WITH SIDELITES WIDTH • • • • � �.�.. (144" MAX) SINGLE PANEL DIMENSIONS (36" MAX) 6 • A )+ T - - - - 36"NMAX) W - - MAX) W 72.0 • • • 2 - - 68.5 • • • •et, - - -r -� ■ 6„ 1 47..--:-F.71.11 - . 50.0 -61.0 2'-6" 2' -8" 3' -0" - -ice _ 57.7 50.0 _�� - 4 4- I 50.0 -53.2 50.0 50.0 ,,7 / 3/16" / // / // < < 1 I Irk / © I MI © \ v v 0 M m O Mr 3/16" \ TEMP EXTERIOR ELEVATION AS SHOWN, OR OXX, XXO, OXO, XO, OX, orXX CONFIG (N.T.S.) / GLAZING NOTES: ALL INSTALLATION SCREWS, FRAME & PANEL CORNER SEAMS SEALED WITH ALUM- OR CLEAR - COLORED 3/16" TEMP \ GLASS neighs III SEALANT (FOR USE WITH AftWomee 3/16" TEMP GLASS). 5/16" TYP. ADHESIVE 3/16" TEMP BEDDING GLASS COMPOUND 1/2 " INSUL. GLASS 3" MAX 1/8" TEMP INBOARD & OUTBOARD LITES, W/ 1" AIR SPACE 0 GLAZING DETAILS TYP FOR LEAF -8, SIDELITE • ADHESIVE BEDDING COMPOUND no.ucr eav�a •/e�lrllf •dMt 1M IIIMie GENERAL NOTES: 1. THE SWING DOOR SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004, HIGH VELOCITY HURRICANE ZONES, AND MIAMI -DADE COUNTY PROTOCOL TAS 202. 2. NO 33 -1/35 INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. AX 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS DOOR SYSTEM SHALL BE DETERMINED BY OTHERS N A JOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. • - ,t.9.11 4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DADE COUNTY PROTOCOL TAS -202 AS REFERENCED IN TEST REPORTS #94 -532 BY MIAMI TESTING LABORATORY (MTL), #0021- 0502 -03 BY HURRICANE TEST LABORATORY HTL, & #01- 50138.01 BY ARCHITECTURAL TESTING, In (ATI). 5. THE DOOR SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (NOT BY TRACO) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. DOOR AND SIDELITE PANELS GLAZED WITH 3/16" TEMPERED GLASS OR WITH 1/2" INSULATED GLASS ARE NOT IMPACT RESISTANT AND SHALL BE PROTECTED WITH MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS FOR ALL INSTALLATIONS. 8. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. TABLE IE DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF SINGLE PANEL DIMENSIONS POSITIVE NEG PANEL' WIDTH FRAME HEIGHT WHERE WATER* INFILTR. NOT REV WHERE WATER* INFIL1R REQD 2' -6" 2'-8" 72.0 50.0 -69.9 68.5 50.0 -66.5 62.9 . 50.0 -61.0 2'-6" 2' -8" 3' -0" 8' -0" 57.7 50.0 -56.1 54.8 50.0 -53.2 50.0 50.0 -48.5 TABLE 1 NOTES: 1. "PANEL WIDTH" DENOTES MAX PANEL WIDTH (LEAF PANEL WIDTH OR SIDELITE PANEL WIDTH) FOR EACH OPENING IN HOST STRUCTURE. 2. TABLE 1 APPLIES TO DOORS & SIDELITES GLAZED WITH 3/16" TF/IP GLASS OR WITH 1/2° INSULATED GLASS. WATER INFILTRATION REQUIREMENTS APPLY WHERE ROOF OVERHANG IS LESS THAN WALL HEIGHT AT DOOR LOCATION. FRANK L. BERNARDO. P.E.N PPE0046549 5 h 0 Oa �a$ 878 mgg Nzo 0 1a1 04- 113 -0007 PAGE BCALE OEeCRIFROL • • ••• • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • ••• CLUSTER OF (6)12 5115 OR 3/16' TAPCONS ($I- 10UIW), OR CLUSTER OF (4)'14 5115 OR V4' TAPCONS (NOT 51-105N) AT • THESE LOCATIONS SP . ANCHO )• Y �p4 V ' • • • •• • • • • • •. • • • • AL • • •• I • • • • • • • 7, • • • •• NON- IMPACT OUTSWING DOOR, NO SIDELITES • _ _•- CONCEALED FLUSH BOLT a TOP 4 BOTTOM OF INACTIVE LEAF 6' MAX (TYP) • %. .'i 1 i, •' • • ..• • • ••y • •0! •• / k \ _ - © I 1 - - -- / \ ° \ - - -- / / / == //I pi / o / 3/I6' TEMP OR GLAZING \ \ \ SUAPPL ED \ MUNTINS 7'O\PT(ONALJ \ \ // o © _ -- �r I 1 1 1 =_- =qi /1 / / ! -83.5 2' -8' 6' -8' 18.3 '18.0 - 1- 24' MAX -""'I _ MAX 69.6 DLO • LW - 941,' 24' DLO • LW - S ' LEAF 136 MAX) 6' MAX) =AN= nunrU 0 EXTERIOR ELEVATION AS SHOWN (N.T.S.) 5/16' TYP. 3/16' TEMP GLASS Q J TABLE 2Q MAX 3 3/4' MAX TABLE 2 NOTES: 1. 'PANEL WIDTH' DENOTES MAX PANEL WIDTH (LEAF PANEL WIDTH OR SIDELITE PANEL WIDTH) FOR EACH OPENING IN HOST STRUCTURE. 2. TABLE 2 APPLIES TO DOORS GLAZED WITH 3/16' TEMP GLASS OR WITH 1/2' INSULATED GLASS. * WATER INFILTRATION REQUIREMENTS APPLY WHERE ROOF OVERHANG IS LESS THAN WALL HEIGHT .4T DOOR LOCATION. GLAZING NOTES: ALL INSTALLATION SCREWS, FRAME 4 PANEL CORER SEAMS SEALED WITH 4U3'1- ' OR CLEAR - COLORED SEALANT (FOR USE WITH 3/16' TEMP GLASS). ADHESIVE BEDDING COMPOUND 3/16' TEMP GLASS I/8' TEMP INBOARD t OUTBOARD LITES, W/ �'4' AIR SPACE GLAZING DETAILS TYP FOR LEAF & SIDELITE 1/2' INSUL. GLASS 5/16' TYP. ADHESIVE BEDDING COMPOUND TESTED SIZE "12' D.L. OPG. LEAF WIDTH (36' MAX) FRAME WIDTH EDEXTERIOR ELEVATION AS SHOWN (N.T.S.) FRANK L ENMMOO, P.E. d CO ZLii 0 i i § i O o• 0 J 0 , 2 Y CO 18 • igili -I D 0 L!iJ a 1 04- 113 -0007 PAGE',CALM DE Tv N' DOORS ONLY (NO SIDELITES) DESIGN LOAD CAPACITY - PSF wSINGLE C7 PANEL DIMENSIONS POSITIVE NEG T Norte want( 3/16" TEMP 2' -6' 83.5 180 -83.5 2' -8' 6' -8' 18.3 '18.0 -18.3 3' -0' 69.6 69.6 -69.6 2' -6' 69.6 69.6 -69.6 2' -8' 8' -0' 652 652 -652 3' -0' 58.0 58.0 -58.0 2-6' _ 12.0 500 -69.9 -8' 6' -8' 68.5 50.0 -66.5 g2' 3' -0' 62.9 50.0 -61.0 2' -6' 51.1 50.0 -56.1 2' -8' 8' -0' 54.8 50.0 -532 3' -0' 50.0 50.0 -48.5 MAX 3 3/4' MAX TABLE 2 NOTES: 1. 'PANEL WIDTH' DENOTES MAX PANEL WIDTH (LEAF PANEL WIDTH OR SIDELITE PANEL WIDTH) FOR EACH OPENING IN HOST STRUCTURE. 2. TABLE 2 APPLIES TO DOORS GLAZED WITH 3/16' TEMP GLASS OR WITH 1/2' INSULATED GLASS. * WATER INFILTRATION REQUIREMENTS APPLY WHERE ROOF OVERHANG IS LESS THAN WALL HEIGHT .4T DOOR LOCATION. GLAZING NOTES: ALL INSTALLATION SCREWS, FRAME 4 PANEL CORER SEAMS SEALED WITH 4U3'1- ' OR CLEAR - COLORED SEALANT (FOR USE WITH 3/16' TEMP GLASS). ADHESIVE BEDDING COMPOUND 3/16' TEMP GLASS I/8' TEMP INBOARD t OUTBOARD LITES, W/ �'4' AIR SPACE GLAZING DETAILS TYP FOR LEAF & SIDELITE 1/2' INSUL. GLASS 5/16' TYP. ADHESIVE BEDDING COMPOUND TESTED SIZE "12' D.L. OPG. LEAF WIDTH (36' MAX) FRAME WIDTH EDEXTERIOR ELEVATION AS SHOWN (N.T.S.) FRANK L ENMMOO, P.E. d CO ZLii 0 i i § i O o• 0 J 0 , 2 Y CO 18 • igili -I D 0 L!iJ a 1 04- 113 -0007 PAGE',CALM DE Tv N' • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • ••• • • ' • •• • • s ,,••, }(4' MQX • • 1• 64.11x1 • • • • PERIM. SEAL BY OTHERS •• • • • • • • ••• • • • •• • • • • I/2' INSULATED GLASS SHOWN w 1- IY 0 IY H x W • • • ••• / EMBED • /I�_e: •` u.' ,.I- o 0 • • • ••• 3A6' TEMP ® '41 jo GLASS SHOLLPI •� SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATIONS FOR LOCATIONS AND SPACING. EXISTING STRUCTURE (OPTIONAL Ix OR 2x WOOD BUCK NOT SHOWN) I/4' SHIM MAX. BY INSTALLER SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATIONS FOR LOCATIONS AND SPACING. I/2 INSULATED GLASS SHOWN NOTE: EXTERIOR AND INTERIOR FINISHES, BREAK METALS AND FLASHING BY OTHERS. FLUSHBOLT ACTIVATION LEVER ON INSIDE TOP AND BOTTOM AT ACTIVE PANEL ■ /— �r 3/16' TEMP GLASS SHOWN ACTIVE LEAF EXTERIOR Ad JAL OFRANK L BENNARDO, P.E. PBW46548 EXISTING STRUCTURE (OPTIONAL Ix OR 2x WOOD BUCK NOT SHOWN) — SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATIONS FOR LOCATIONS AND SPACING. m INACTIVE LEAF lemma. FIELD APPLIED SEAL OSECTION OF RESIDENTIAL DOOR HALF SCALE EXISTING STRUCTURE FRAME WIDTH I/4' MAX SHIM, BY INSTALLER O 1 /EMBED IMF ! I- z PERIM. SEAL BY OTHERS EXTERIOR MASONRY OPENING OASTRAGAL DETAIL HALF SCALE ANCI -{OR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, EXCLUDING STUC1'O OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (G.055 OR GREATER SPECIFIC GRAvITY), GROUT - FILLED BLOCK (MIN 2000 pal COMPRESSIVE STRENGTH FOR GROUT), OR CONCRETE (MIN 3000 PSI). 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. 5. ENSURE MINIMUM OF 211' EDGE DISTANCE FOR ALL ANCHORS INTO GROUT- FILLED BLOCK OR CONCRETE, AND MINIMUM OF ly EDGE DISTANCE FOR ALL WOOD ANCHORS. 1/4' MAX f SHIM DOOR JAMB DETAIL HALF SCALE illOWCFSENSWED 71•ii• ALLOWABLE ANCHORS: TO 2x WOOD BUCK OR WOOD STRUCTURE: 92 EMS, 3/16' TAPCONS OR h4 5115 / 1/4' TAPCONS (ITU) OR ELCO) WITH 11,2' MINIMUM EMBEDMENT. TO GONG OR GROUT- FILLED BLOCK (DIRECTLY OR THRU Ix OR 2x WOOD BUCK) 3/16' OR 1/4' TAPCONS (ITW OR ELCO) WITH 04' MINIMUM EMBEDMENT TO CONC OR GROUT- FILLED BLOCK. J-TalE9 phials• PST REWIND ce.vb*"411II• dill 04- 113 -0007 PAGESCALM DESCRIPTION: • • ••• • • • ••• •• •• • • 0 •• •• • • 0 • • • • • • • • • • • ••• • • y • • • • • • • • • • ••• • • • • ••• • •• 1 /4•MAX • SgIM: • 0 z a 0 0 ¢ w z N 4 EMBED SEE ANCHOR NOTES FOR ANCHOR TYPES & EMBED. SEE ELEVATIONS FOR LOCATIONS & SPACING. PERIM. SEAL BY OTHERS •• • • • • • • • ••• • • • • • • EXIST. STRUCTURE (OPTIONAL 1x OR 2x WOOD BUCK NOT SHOWN) 1/4° SHIM MAX. BY INSTALLER NOTE: EXTERIOR AND INTERIOR FINISHES, BREAK METALS AND FLASHING BY OTHERS. SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATIONS FOR LOCATIONS AND SPACING. APPLY STRUCTURAL SILICONE TO BOTH LEGS PRIOR TO SNAPPING MULLION PARTS TOGETHER. ACTIVE OR INACTIVE LEAF 1/2" INSULATED GLASS SHOWN 1/4" MAX SHIM FRANK L BENNARDO, P.E. i PE0x46549 05 (SF -48) 4" LONG AT EACH INSTALLATION FASTENER SIDELI TE hoesptssee 1/2" INSULATED GLASS SHOWN EXTERIOR 3/16" TEMP GLASS SHOWN ALLOWABLE ANCHORS: 0 S R #12 SMS, 3/16" TAPCONS OR 4 SMS 1/4" TAPCONS (I W OR ELCO) WITH 1 \ " MIN EMBED. 1/2° INSULATED GLASS SHOWN 0 15 X W EXTERIOR PERIM. SEAL BY OTHERS 1/4" MAX SHIM TO CONCRETE OR GROUT- FILLED BLOCK' (DIRECTLY OR THRU 1x OR 2x WOOD BUCK) 3/16" OR 1/4" TAPCONS (ITW OR ELCO) WITH 11" MIN EMBED TO CONCRETE OR GROUT- FILLED BLOCK. LEAF FRAME WDTH 4— MASONRY OPENING SIDELITE FRAME WIDTH SECTION OF DOOR JAMB & SIDELITE (SNAP MULLION) 5a HALF SCALE EXISTING STRUCTURE (OPTIONAL 1x OR 2x W000 BUCK NOT SHOWN) EXISTING STRUCTURE (OPTIONAL 1x OR 2x WOOD BUCK NOT SHOWN) 3/16" TEMP GLASS SHOWN 1/4" MAX SHIM ACTIVE OR INACTIVE LEAF SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBED. SEE ELEVS FOR LOCATIONS AND SPACING. SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATIONS FOR LOCATIONS AND SPACING. 1/2° INSUL. GLASS SHOWN (SF -48) 4" LONG AT EACH —1 lir INSTALLATION FASTENER SIDELITE EXTERIOR 3/16" 1/2" TEMP INSUL. GLASS GLASS SHOWN SHOWN PERIM. SEAL BY OTHERS EXTERIOR 1/4" MAX SHIM LEAF FRAME WIDTH SIDELITE FRAME WIDTH EM/ QSECTION OF SIDELITE HALF SCALE MASONRY OPENING O SECTION OF DOOR JAMB & SIDELITE (TUBE MULLION) tM°°' � HALF SCALE ' - „,..!/ r• A..' EXISTING STRUCTURE 1 1 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • II • • • • • ••• • • • • ••• MATERIAL LIST ITEM No. PART No. 01I4 421T1 DESCRIPTION MATt 1-ERKNPPLtER/REPfAR43 I • • • 0u031113 • 1l5 I1E 41.441 PRAMS MA • 6063 -16 TPTGN OR ECWV. 52 • d • • WA* • • • • • • •0 I.EAiTpfb4 8 TTOM PAL 6063 -29 4LUMAX OR 863118. 443 • di0 -eft2 V •ELPE E MTILEV•R • • • 6063-19 - 4 6063 -26 241464 OR EQUIV. 9 090 -198 1 • 00018 THRESLIOLD 6063•18 4LIMAX OR SQIV. 6 080.297 U rm% 49041 FRAME JAMB 6¢63.78 TIPTCN OR EMMA 1 091 -3911 2/ LEAP DOOR PAM. VERTICAL STILE 63.19 6EOM TIPTON OR EO 8 • & .$ V }�RESIDENTIAL • • • T 6063 -19 TIPT4N OR EQIV. • 9 • SP.40 • • • 11 AE52E0 • •IBT.40.4T1i IP (4' LC* AT ANCI40R6 6063 -TS TIPT N OR 80118. 10 4.0 -¢09 •{/ GL*06STE %..*29 S .3- PRAAM•�E (20.101TED GLASS) 6063.76 - 8 • • A0-1: 1 48.18 r11 1 �1' X'la• •- • • AurctA1 D 094.00 -003 AS RECD. ROLL. PORTED GLAZING BEAD - D • A8 RECD. '8X1' PHP14 BT14 - N AS RED. - U8' 81181 PL4611C • B - S/ PR411E '10 XI. 00018 PRAM 484116I.61 SCREW - - 16 - AS RECD. DOOR RANDLE - MARSOLLO (I - 4/ LEAP IR' BELP LOCK NUT weal. • 8 - 1/ LEAP 113 ROD 12 X PANELS) STEEL - 19 - 4/ LEAF 1n' FLAT 184811ER STEEL . 20 - 4/ LEAP V7' R'fd8.4R NUT - - 21 091.891 3/ LEAP 421626 - 22 001.10.051 2 /1.E4F STANDARD PLUSH BOLT - 73 - 4 .5.82.** - - V4 29 - 4/ LEAP BLOCK ROD GUIDE - - 26 • 1 I X 2 X W' ANGLE 41.WIINl21 SILL RISER 21 • 8 LEAP 1 X 090 AL.111 BAR [BETWEEN VERTICALS) ALUMINUM - 2 8 090.44 48 RE®. c4.4283 BEAD POR 818UL4TED 6L4Z616 ALUMINUM W/ GASKET 29 - AS RECD. CONT1U0.19 METAL SPACER - - 30 144006 AS IMOD. 2' 11 4' ALIIIINISI TUEE 11111.1294 6063.15 - ADDITIONAL SYSTEM NOTES SEALANTS: ALL FRAME AND LEAF CORNERS, INSTALLATION SCREW HEADS (AT SILL 4 JAMBS), AND BOTTOM GLAZING BEAD SEALED WITH SCHEE MOREHEAD 5504 SEALANT HINGES: 4' LONG ALUM. BUTT I- IINCsES WITH .312 DIA X 2 -1/2' ALUM PIN, BRASS SPACER AND NYLON CAPS AT 3 I/2' FROM TOP 12 BOTTOM AND AT MIDSPAN LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 39 I/2' FROM BOTTOM AT ACTIVE LEAF LOCK STILE. CONVENTIONAL LOCKSET WITH LEVER TYPE OPERATOR HANDLE AT ACTIVE LEAF LOCK STILE NEAR MIDSPAN. STANDARD FLUSH BOLTS. MANUALLY OPERATED AT TOP AND BOTTOM OF EACH ACTIVE AND INACTIVE LEAF. WEATHER - STRIPPING CONFIGURATIONS FIN SEAL VINYL FLAP VINYL BULB FOAM -TITE LEAF POOR FRAME TOP CORNER GLAZING INSERT CORNER NIODUCtitiffiliWZO. IY•Yk /lam Didiescsek Moots :�29.oJ '781.3 4 ritovauctuvisee w4••— - /iA'. /I SIDELITE FRAME TOP d BOTTOM CORNER AT MULLION SIDELITE FRAME TOP AND BOTTOM CORNER, PRANK L BENNARDO, P.8. PEO846549 Z CL W 111 W41; � Z w uffi w oZdZ/ Wo ao- g8 Hill II gi 4 04- 113 -0007 PAGE SCAL• DESCRIPTION; HEAD JAMBS MEETING SILL 1 a a a a 2 c c a d 3 c c b d FIN SEAL VINYL FLAP VINYL BULB FOAM -TITE LEAF POOR FRAME TOP CORNER GLAZING INSERT CORNER NIODUCtitiffiliWZO. IY•Yk /lam Didiescsek Moots :�29.oJ '781.3 4 ritovauctuvisee w4••— - /iA'. /I SIDELITE FRAME TOP d BOTTOM CORNER AT MULLION SIDELITE FRAME TOP AND BOTTOM CORNER, PRANK L BENNARDO, P.8. PEO846549 Z CL W 111 W41; � Z w uffi w oZdZ/ Wo ao- g8 Hill II gi 4 04- 113 -0007 PAGE SCAL• DESCRIPTION; VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: L{^l `01� S'� ` ,-�-- DATE: 6,/ti ( ®,> ADDRESS73 CY ? S S 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. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this cons ; ti on 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 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 struc; eets 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. 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 property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this 11 day ofaL , 20 OY a,S6 Astiuti} who was personally known tome or who has *T1 Produced there License or 5l 3-n 0 )' J 3 10 as identification.