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1119 NE 99 St (3)ti • Date 10/27 Owner/Lessee / Tenant Susan Ackley Owner's Address 1119 NE 99th St ContractingCo. Arco Construction QualifierMagdalena Polec Jensen Architect/Engineer Ja c e k Sch i n d l a r Square Ft. X 36 APPROVED: Zoning Building Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 1119 NE 99th St Legal Description State # C GC 055868 Municipal # Competency # Ins. Co. Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL Tax Folio Historically Designated: Yes No SS# Address 2100 Coral Way #405 , 33145 Address Address Master Permit # Phone 305 - 663 -6774 Address1665 NE 137 Terr 33187 PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION T I\ (/. NO CZ / N (A) S D-eo rr y %("( Phone 892 -6507 /Or,O ©CJ u f ) 0 4T , OAJS Estimated Cost (value) t) 0 0 d i OA/ WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL 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. Furthermore, I authorize the above -named contractor to do the work stated. Notary as,to Owner and/or Condo President My Cow ssion Expires: iiFIGAL NOYTA&Y SEAL GLAUYS J VILLAR WARY PUBLIC VATS OF FLORID COMMLSSION NO. CC714103 AVSA�t�utISSION EXP. MAR. 1 ,2002 FEES: PERMIT RADON 'S. D C.C.F. / . NOTARY 0 4, C'R 1f r h 1 ? 9- Presi dyt4 t 7 Da i y •lure , f Con � for or Owner -Bui ( 16 -27 o ,� /`�' 3 .�, /0.27 -9i Date Notary as on : ctor or Owner - Builder My Commission v+irPC- OFr7CIAL NOTARY SEAL GLAD\ J VILLAR p NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR. BOND 300 TOTAL DUE 1 4 1 , 0 Structural Engineer a l / 9 Electrical rf nEitt 10.M P 47% ).too (D q23 / Da te NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FCLIONO. PERMIT NO. STATE OF FLORIDA: 9F'iS�$ iS101G 1999 NOV 15 12:56 COUNT'S OF DARE: e and in accordance with UNDERSIGNED hereby gives notice that improvements wilt be made to certain real p ro p M• Chapter 713. Florida Statutes, the following information is provided in Tes Notice of Commencement. t. Legal description of property and street address: Z. Description of improvement: 3. Owner(s) name and address: IS Interest in property: Name and address of fee simple titleholder' 4. Contractor's name and address: •• 5. Surety:(Payment bond required by owner from contractor, it any) Name and address: Amount of bond 5 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided se by Section 713.13(1)(2)7.. Florida Statutes. C Name and address: � . 8. In addition to himself. Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: .5 • 9. Expiration date of this Notice of Commencement: (the expiration date is year trom the date of recording unless a different date is specified) own Print Owners Name Sworn to and subscribed before me this day cl ��✓ MAW et Notary Public Prepared by: FANTINA M ANGULO STA COMMISSION NO. CC763230 AMY COMMISSION EXP. AOC 8,2002 �f V Permit Application (signed by person cerform: g the work, licensed contractor and the property owner, both signatures notarized) . V TA) sets of plans /drawings signed and sealed ti registered architect or engineer. Occupancies by Group Classification must be on plans and cernit application. All plans must include folio number and property address. Amended plans, in addition to the above, mist also include the permit number. uT 1.rMI OEE 3 L AGE EUILDING AND ZONING 10050 N. E. 2nd AVENUE 7M. (305) 795 -2204 FAX: (ZOE) - EE-:972 3JILDING P RMI /WN' RAC OPS RMIS RATICN C:oy of STATE OF FLORIDA CERTIFICATION (DPEZ2) or SAE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE C:cy of current OCCUPATIONAL LICENSE from cc:r_ y or runici :alitv where :usiness is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village) . Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt State of Florida LES Form BC:f-204, Construction Lndus ry Notice of Election to be Exempt. PLEASE SUB[Qr EVERYTHING 0.13 CIO OFF Structural Calculations signed and sealed by or engineer when applicable. Current survey of the property. .43 r'"O 71-0. f w - 400-6 aug,, Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor o- owner). Two sets of energy calculations 0 )- wo sets of signed & sealed Truss Plans (Engineer). DADE Co.. • `ate of Florida Pr •• .. Approvals for roof materials, sheds windows, - Lerior /garag= doers, alumin= c r:c_ts, screen enclos - , ings, sky_i. -, french doors and etc. eve SS .4€cr k A= provais from HRS, DADE County Imepact Fee Section, Fire Department & Health Department (when applicable). DERM Warranty Deed or Other Proof of Ownership if necessary. v Structural Review fee Flood Elevation 1119 F Eq s. 11U11' t 0 - UU 1 Ut: UU . e I ULt133 1 INJUarrt r auU 1 fi • __ Post -Ir Fax Note 7671 Acceptance No.:98-0625.03 Expires:01n2/01 Dan. 11 1 f f ► S' Id" It' C°M.P AITA err 1 ( ffl( i ` lug tea s Rc'1- S fr�'ll Fax ; PRODUCT CONTROL NOTICE OF ACCEPTANCE Week Glaswerk GmbH 5000 Oakes Road, Suite F Ft. Lauderdale FL 33314 Your application for Product Approval of: Glass Blocks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Week Glaswerk, Inc. drawing 8 9446, dated 12!!5/94 with latest revision on 1)6129/98, signed and sealed by IL Farooq PE. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07/22/98 - Internet mall address: postmnaahrthufldingcod eonttne.com r' r1A 11U. 70 r. u t ETHOPOLITAU DAD: COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING gor BUILDING CODE COMPLIANCE OFFICE METRO -OADE RADLER BUILDING 140 WEST FtAOLER STREET. SUITE 1003 MIAMI. FLORIDA 33130.1563 (M5) 375 - 2901 FAX t3OS) 378.290e PRODUCT CbNTROL DIVISION (305) 375.2902 FAX (305) 3724330 Director Building Code Compliance Dept. Metropolitan Dade County Homapage: http JIwww.butldtngeodaonllne.com nvv iU IUL UO.GO ULI100 iiri.7urui ,min Week Glaswerk GmbH MA M. U04304O0e4 r. ue ACCEPTANCE NO: 98-06403 APPROVED • ' 2 2 1998 EXPIRES : JUL 2 2 2001 NOTICE OF ACrEPTAj'ICE: SPICIFIC CONDITIONS 1. SCOPE t.1 This renews the Notice of Acceptance No. 94- 1118.01, which was issued on 06/15/98. It approves Week Glass Blocks as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County (SFBC) for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating indicated on the approved drawing. 2. PRODUCT DESCRIPTION - 2.1 Week Glass Block shall be used in strict compliance with the following documents: Drawing No. 94- 96, titled "Glass Block Panel Details ", prepared by AI_Farooq Corp. dated 12/15/94, revised on 06/29/98 Sheet I and 2 of 2 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. These documents shall hereinafter be referenced to as the approved drawings. 3. LIMITATIONS 3.1 Glass Blocks are to be used in non -load bearing wall exclusively. 4. INSTALLATION 4.1 Week Glass Blocks shall be installed in strict compliance with the Approved Drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each Block shall be permanently labeled with the manufacturer's name or logo and the Miami -Dade County Logo, 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of this product. Candido Font, PE, Sr. Product Control Examiner Product Control Division -2- • NOV -16 -99 TUE 09:28 GLASS MASONRY SOUTH Week Glaswerk GmbH FAX NO. 9545848824 P. 03 ACCEPTANCE NO.: 98- 0625.03 APPROVED : JU. 2 2 1998 EXPIRES :JUL 2 2 2001 NOTIC OF ACCEPT ST RD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. .3. Renewals of' Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. h) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- YODELS sass cows NUEO k CIALUlY 4' X S' x 3 -7/i' CLEAR • NUM* k CIA IY r x /' X 3-7/6' CLEAR • RUED 6 MARRY e' at e' X 3-7 /e' CLEAR k COLDTONE HWIO k CLARTY 12' at 12' X 3 -7 /e' • CLEAR AMTS. FORTRESS k SPRAY ' 6' X 6' at 3 -7/6' CLEAR X RIB C K /' X 3-7/6' • CLEAR X RIB • e at 6' x 3•-7/C CLEAR X RIB ' 12' X 12' X 3-7/6' ' CLEAR szt 11 -3/4' NUL 0, CNJ CO Da C LE) CT) I4 r 1 r PAR • MICNOR •12 SEE NOR / I if 1 1M$*4 ER U p WOOD POR INST)JIAB0N Lamar SEE NOTE W/ WASHER I MCI S T C 2/ IWCNOR ■ �PaT onto J r. MAX .- DDNWSCN thaRTIve SEE NOTE 17 NO4OR 0 12' O.C. MAX. SPAOSO 20 04 GAM STEEL 5114P PEIF0►ATED 24' L0740.. I LWDC 016W IN JONT J DRENONO 16' IMO JOINT. 404 NAIL • 2'OC SIX ROT / J INSTALLATION weE Tb MIX SUPPOR' MITM LADDER RftSCRCNC PANEL S s LIED AT JMIIS CNLY MAX. DESIGN LOAD • + 62 PSF — 62 PSF MORT sEE NO NOTE 17 2 x • 2000 SUCK RCNTORC14G 42) 9 GA CAM STEEL PAR+I .LA ROOS TIED TOGCITIER LE/ CRESS ROOF • 7 -1 /r o.c. STRIP J J v L ' 2. '3 3• B GENFRAI NOTES TKS STRUCTURE IS DESIGNED A3 PER THE SCUM FLORIDA SULONC CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 - IS U9NO Colimeircennie LOADS CLASS KOCK STRUCIL AIM 7104 - LWD KAWNG AO101MTE M10AMA Aar EE RIDE RW S199ORT OF CONS110C11O4 J I( BASS EOOt PAIRS. PIKNISION FOR DIPANSDN AND *DYD4Da MUST BE MADE AT JAMBS AND HD05 OF ALL 1 MORTAR MT NIT BRIDGE COMMON SPACES. PANEL RUNFORCING SHALL 6E or CALVANIZW STEEL DOUBLE-1 MM FORMED OF TWO PARALLEL, 9-GAUGE WIRES 2- O.C. WITH ELLCTRIC.ALLY WELDED CROSS TARES AT REGULAR WER9ALS. EXPANSION STEWS 314415, VI GLASS LAYER OR POLIEDOME. PANEL ANCHORS Stall BE 20.-GAUGE PERFORATED SEAL STRIPS 24' LONG TN 1 -3/4' SIDE CKV IIIZW AFT57t IHOWCRMO. CLASS 9L0Ex SHALL K IA4D W OIILY WPC if 4111 'S' WIORTTR PER AS111 C27G. BOTH VERTICAL AND NORQONTAL MORTAR JOIN► SNAIL BE AT LEASE ONE - QUARTER AND NOT MORE DYN TNIIE,E- EIGHTHS TICK THICK AND SHOAL BE OOMPLL70.7 FILLED. PF740. ANCNOFIS AHD RONPORCBDTT SA A00 OE SPACED • AT A MIXAMUM OF 12' O.C. VERTICAL ANCHORS ARE RODUIRED ON INSTALLATIONS TYPE 3. PANEL CONNECTION TO MASOENjY; A. USINC WOOD BUCK& IIITIs 1/4' • TAPOONS 1 -1 /4' EARED. S DIRECT USING WALJ. TIES: YA1M 3/16 • TAPCONS 1 -1/4' 012Th. FOR NUMBER OF FASTENERS RECUMIED PER ANCHOR SEE DETAILS Twp 0.1 W WYCU * TM000 N. 7 67 A7PIOL1m AR 071911II55 6ITH 110E SDIRH MAMA aN10DOC 000E _ 2 CM ST PRODUCT CONTROL NIL450N IUROOIO CODE E OFrCE 'comma YO ' r.Y' 1/02 6 5,3 Q a C) 9 co C7 r 9 v I t 11 -3/4 MAIL 1- 150 D1A 3-7 GLASS s %CO PARTIALLY EvACwIE0 NOILOW UNITS FOb4U 400 PCRIMNDIILY STALED BY NEAT IT.ISING TWO NyvE'S of _MOPED CLASS To.^r_"TNER APPROVED 15 SNOW$ ON UM 7 Ur HORIZONTAL LADDER PEINFORCIN, 2' W x 10' 9 GAUGE GALVANXZED STEEL SOC 0005 k 01055 RCOS. CROSS 8005 O 7 - 1/2' 0.C. SEE MOT[ if 4 LS0 DOA. 2' 1ffRI20HFf TRUSS REINFORCING 2 - Wx 10' 4 GAUGE GALVA102E0 STEEL 11005 SM NOTE / 4 -.434 776oc WAII 71 F4/PAINEL 20 CA. &1.04140103 24' LONG. 1 -3/4' MTO SEE MOTE 1 • NOR$ L KPANSION STRIP PCLYCTNYLENE Pus 3/D' DMA. 24' t.Cd4c. 3 -1 /D' *105 •3EE AWE f5 T U M ZQw C7 drawing no 94 -96 >N1eet 1 0T 2 L.0 0 C/1 C/1 Cr) M 0 CNOR • 1 S'1 NOTE / = 14 IC 1 - 1/2' SA SAL C/) WASNQ 82 ' TOW 7 2/ N1cHo P01 INSTALL ON TO ,.. MASONRY SEE NOTT 071 SHEET C/) V 14 1-1/2' ]/ 1 211 � INTO MO ........................<..... FOR SEE mow TO 4034:4411 s2 NoIE MAX NOR TAR SEE NOTE / 7 / 1RUSS Ra6DRCDO4T ✓ (2) C a ON.Y. STEEL PARAu.a PODS - COMMON MP / ANCHOR 0 12' 0.S MAX. SPALPVC 20 Oi CAI.Y. STOP PER/DRATED 24' LOfIC 1 -7 4 TIDE / EYBED IN J0112 MYOPIC Fs 1110 J20K. JAMS QfTNL INSTALLATION TYPE 2 A710 SICE SUPPORT MN MUSS PCi ORCINC PANELS TO AT "MS MN MAX. DESIGN LOAD • + 62 PSF • - 62 PSF 12 0. e • ✓ • SEE NOR / 7 2 X 8 W000 DUCK • IT' 0. SEE NOTE �O 14,/ A T1 i /�' C — 4 /MOOR f0P NSIYUA1ON TO ON SEE NOVI SNCET 1 / 12 X I -1/4' S.S. H • MV MOO 00 ENCO TOR ISSIAUAIION 70 ▪ �R SEE NOR ON B' MAt. EXPANS1 J UORTAR SEE NOTE JAMB DFTAI ANCHOR • 12'0.C. SM NOTE / a • ▪ 1 2 RC OC. SEE (VOTE / i I4 12 o.C. SEE 11070 / 8 12 x 1-1/4' 1tS N a _ N CR 7 ( W PAPA L& 00 G . STEEL PAPI.a ROOS Two 1DOS`'MER w/ MOSS ROOS • 7 -1/2' O.C. ON STOP ANCHOR 0 12' 0.C. AWE. 5PMCd40 20 01 C/LV. STEE. STRIP PERFORATED 24' ECHO. 1 4 11102E DAM k AR JOINT EXTENDING 10' INTO JOINT. INSTALLATION TYPE 3 MN SCE 5 PANELS 11 E0 AT JAMBS. HEM) Nf %) AND .1. MAX. DEMON LOAD • + 85 PSF - 85 PSF / 12 X 1 -1/4' S.MS. W/ WASNE N IMO WOOD 4/ ,wawa FOR INSTALLATION TO x SU 4ASENAT 2 X 1 11000 WEN 1 111 IIIII HEAD DETAIL ILLL DETATL LAW OR 161409114 mow I1.A Pt 111551 Aj N3 0 1998 ANCHOR • 12' a C. 1NX. SPA62AC p 2 p 0 GA OILY.....S��12J21 SOW EA7m R4� 140MR J021T COMM 12' IMO JOINT. ARROYO RS 078tP4Y186 NMI Vitt 3=8 �R R1011 BUXOM 007E Dirt u( y22 BY 01►ANS10 4 STPP ISL 017ISION f EWIWIIO 8B01 COWPLANCt 018261 droving 410. •NyrtircT yB.. 91-"iTCDi 1 ` 94 -96 t arot 2 or 2 ) , t:tETRD -UADE - Binnings Pan American 2805 N.E: 1,85 St. Miami . EL 33163 Acceptance No.: 97- 1027.09 (Revises No.: 96- 0220.01) Expires:07 /09/01 Approved: 07 /09/93 - Internet malt address: postmaster ©buildingcodeonlinc.com 11 -11 -99 01:33 TO: THE HOME DEPOT METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METR.O.DADE FLAGLER BUILDING 140 WEST FLAGLER STREET SUITE 1603 MIAMI, FLORIDA 33130.1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 0 5) 375.2906 PRODUCT CONTROL DIVISION (305) 375-2902 F,AX (305) 372.6339 Your application for Product Approval of: Series PA- 14 Ahuninrun Single Hung Window under Chapter 8 of the Metropolitan Dadc County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with DrtrwingNo. PA- 14DC-01, Sheets 1 fhru S of 8. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on, page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves The right to secure this product or material at anytime front a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or rnaterial immediately. The applicant shall re- evaluate this product or material should any arnmendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code_ The expense of such testing will be incurred by the manufacturer. Raul Rod tguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dadc County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Hamepage: http :rlwww_buildingcedeonline_com FROM: P01 Binninos Pan American ACCEPTANCE No.: 97- 1027.09 6.1.4 11 -11 -99 01:33 TO:THE HOME DEPOT - �- APPROVED JUL 0 9 1998 EXPIRES : JUL 0 9 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 96- 0220.01, which was issued on July 13, 1996. This approves an aluminum single hung �vindos.v, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for • Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series PA -14 Aluminum Single Hung Window and .its components shall be constructed in strict compliance with the following documents: Drawing No PA 14DC - 01, Sheets 1 through S of 8, dated 1022/97, revised on 6/16/98, signed and sealed by Wm. M. Meyers, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 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 ". .6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Man 1 Perez, P.E. Product C� Product Control Division FROM: Examiner P02 Binninas Pan American ACCEPTANCE No.: 97- 1027.09 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I'. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data. engineering documents. arc no older than . eight (8) years. • 2 . Arty and all approved products shall be permanently labeled with the manufacturer's name, city. slate, and the following statement: "Miami - Dade County Product Control :Approved'', or as specifically stated in the _ specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, sinned and sealed the.- equired documentation initially submitted is no longer practicing the engineering profession_ 4. Any revision or change in the materials. use. aadlor ma nuf cture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has beet' requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shalt also be grounds for removal of this Acceptance: o) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the Manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to compl with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists ofpages i, 2 and this last page 3. 11 -11 -99 01:33 TO:THE HOME DEPOT Manuel crez, RE. Product Produ rot Division END OF THIS ACCEPTANCE -;- APPROVED EXPIRES FROM: JUL n 9 1998 JUL Q 9 2001 trot Examiner P03 M'('r I2war ii Ir71.71rOAF.V7Vy !WATTWFE71.7rr L1 MEATAl.; IH LW' O.C.U. 1E47 11',11 ILVT 153171 :4 1111 I III II 10 413 23 31 •14 1. Il11 -• 101.1 1.147 111 1. :4 II 311 II 5:14. 1: l: 11.1 U I. 1N 1_• 134 IJ It ' /!A II 14 1 144 117. 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V1EET1K0 RAIL VTTT STOP FALSEGRID FRANI E(HORLL FALSEMUSITM MOSIIO3TAO V'ETT RELEASE 11 EETD:O LIAR. WT.SP. LENT DU. WSTP. GLASS sclrtel FRAME AHD SEXISM SCREW 1E71T SLOP Y'RER' FOAM PAD SNAP LATCH ROLL FORM QAZLVGIILAD Ii Er 87.114 BAR 131 l 3i' STEEL DAR 0/0' 1:1 '*1. fxs/-7 4M/ 4L17R1970.V '.14)1 E1 1441 E37:4.V7FFT AS RE1 AS Rfl7D AS IM OD PERT/CAL SECTION DILL OFAI.4TERl4L 14.10 14.56 1471 11.714 14 4! 11.17 AS R07D AS RE470 I! 145117 14.11411 14.111' 1440 .0•..r4. 4.01>41 41 DPI( C•K111[417. VARIES 37..4 ns 114,4.4 111 R'S 10/7.2/97 ••■• /92 il1C1e.WNG N('111471 JIM.) 1484.1 14.2.1 14.71.1 14.7131 1410!.1 14.11 -1 14.3.74 143574 14•!01 14377.1 Pon 11..5.: .4Lf7ERLIL 4151. 4163TS 4KJT.T 41E7TS 41331.7 OhOTS 41331.3 44471*-S MUM MILLS 1011EROLASS STEE1 STEEL POLSUR ui'JT ALUM STEEL SEED. 111.1115E %NV HEAD OPTIO7ALICAV BE YIBSTITLT ED UT !TEN! III, USED C4 EOCVAIKETIOV NT EH ITEM Al SEEAIPIIOPPIATE TABLES FOR TI11(KNESS AND PSF 4 S 1' 'Plait&P80 POIl.T 0 N 14 Fri isms - e - r Binnings I I f 37,.15.4 USE 174 AFTER ] r RIDE OPTIMAL (CAN 8E 31DSTITUTED V. RPAISa I'H IN k.E T TOP P.AILIAPPL! CS TO TABLE 3 OSL11 IN rRSSME EE11770 RA1L I APPLIES TO TAOLE SOSL11 I:i '1.4 Ai C71:101; PM DE $07M 1351111 1421.7.1 0413 CV (jy -- 11111. 106 IX13 ?\ 12!(0!13. C.2€ I4J710:'Yi 0 .xI4L1:I:i 81 q 1 1 P.O. Boo 530038 2803 N.E. 18513 Sires! Miernl, ilorido 33163 (305)931 -2350 bw4Y'1 7.41 '4'4 111..fl 104.444.1 '4v .{'4,W 7.5571941 I I S N I PA - 11 7 f 8 PA -14 SINGLE HUNG VERTICAL ASSEMBLY I .....,..".1 PA- 1400.0I - 4....' A A 10 ID 0 14 33 0 0 ID HORIZONTAL SECTION BILL OF MATERIAL R4RT A'O. 1 2 4 3 ITEM FRAME JAMB VENT JA\1D • FALSE MUNTIN INERT.) VENT BOTTOM GUIDE MACHINING NUMBER 14.51.1 -14 -49-1 1448.1 6 7 GLASS 8 9 VENT TOP GUIDE VENT JAMB WEATHER STRIP PENT HEAD ASS EMBLY SCREW 10 MEETING ASSEAIBLI SCREW 11 ROLL FORM CLAM BEAD 12 BLOCK RTACI LE BALANCE 13 DUST PLUG OUAIVTITY 2 2 AS REF7D 2 2 2 2 4 2 EXTRUSION -- NUMBER 14-51 14 -49 14-88 14 -5013 REMARKS USED IM CONJUNCTION WITH ITEM E3 14.5015 08 -.2010 14.8003 14.8002 NIB•03940631 14.2009 31.4TF.RL41 6061 T -S 6063 T -5 6063 T•5 NYLON NYLON STEEL 38 X I" PP1iS \IS PILOT POINT NYLON 48 X3.4' PTHSAIS'17 ALUM. OPTIONAL (CAN BE SUBSTITUTED WITH ITENIS #3 & 41 VARIES NYLON 011 K 131lEN4p1 CUSS WO Ai DAILCHT OPENING (RAW 0.511. GPM4 IEGTION HECK 0111111 18 118 24 23 112 28 30 32 36 40 41 4S 30 52 1:8 • • DA /.JGIIT OP12YING I-EAT 14 311 20 1/2 22 24 1.8 26 41 28 In 32 V2 36 1/2 40 In 44 1/2 46 1i2 • .II 34 FIXED 14 51 20 4/i 22 21 4:8 76 41 21144 3241 364%8 40 41 4/2 464.'8 . 48 L8 4i1..-1.5N 13'JATl1 FEAT 15 1/1 21 2? I/2 25 27 29 73 37 41 43 47 49 1 FIXED 15 1/3 21 22 112 23 37 29 33 37 41 45 47 49 Rt OPENING 15 11 /16 21 9:'16 23 1'16 23 9'16 27 9/16 -29 9 37 9/16 27 9'66 41 9'16 45 9/16 47 9'16 49 11/16 MAME uxN. 19118 23 26 1/2 29 31 33 37 41 -15 49 31 93 1'S 1- 110∎30 .as h - I CNA axial 1faAeS. vAMES own Op F43 I 04. 0/72/97 •*.J IV P/0 6114/94 AA MsJ.n • 1.TifGLC /3 Veil= 7418 74E •2 :IA P- 94:^-1 671008 C%7 0r _.p 441.44 .. F ?:t 5: ial! 111.793:A4 fSIW (C:JtUAACi 01110E AceoI7U c17. 1072 n9 /073 t 6 /�/ /is [-I—I Binnings FA — .Pan P.O. 8ox 630038 2805 N.E. 189th Street Miami, Florida 33163 (505)931 -2350 Ar a1..a AN a.* NJ [.1 1„1..11.41 I la... ASSFOp1Y 1 1 sN PA -lA 1 I / At e PA -14 SINGLE HUNG HORIZONTAL ASSEMBLY I u.a.f M. .' PA- 1106 -02 I .e... twt A . J [TNT CONSTRUCTION FRAAI E CONSTRUCTION Pert Namc Construction Details Harald CnaVraclinn DoltUr Hurd Vent Sitl 6063 T -3 Alum. • Butt Johan); Sill 6065 T -5 Alum. 6064 T -3 Alum. Butt Joining . Jambs R lO x l "phphpp 6065 T -3 Alum. Butt Joining Corner 2 rain Si unpin Grid System Steel • #10 1` plipbpp [TNT CONSTRUCTION Pant Name RIaterle1 Construction Details Vent Head 6063 T -3 Alum. Batt Joining Vent Sitl 6064 T -3 Alum. Butt Joining Vent Jambs 6065 T -5 Alum. Butt Joining Carter • Steel R lO x l "phphpp WEATHER - S TR I PPIMi Q non dry O*^aiprlaa Lotaiicmr 2 WoolpBe Vent Jamb 1 Flap Vinyl Sill I Flap Vinyl Meeting:ail -r _ Dust Ping hireling Rnil f ;L4 NAY; d/.. 17E111.41. AJatrriel uwaJnuret SI tae DOW GL:vir_ Beal Ilronilgt Paw Am rain Munn Fran., Ilooiret Pam Am Glass '- HARDWARE Qaturtio 1Jesdpdna Lr LVIIII r 2 Swap Luck Vent SRI - Balances Vent Jamb '- Vent Release Clip Frame Jamb 2 Vent Stop Frame lamb GiAZ4\T; OJATLOII I. S....134a a Wing head 2 rain Si unpin Grid System •.mil u rra CAR Le.. unaro VARIES aw. fn P s5 dVa. r0h2/m fol* Ion Y*: Wianie IT- Binnings FA I-American PA -14 SINGLE I tmatu Aanw PA-310C-03 51 1/6' mat 0.9.10. 52 1/6' BUCK 051. BD FRAME 0.5.0_ 89' BUG( bit. NOTE: 1) Slat: gam spacing for fasteners from the callers is 6' 2) hla2i gum spneing far fasteners 0.C. is 16 UJ' 3) Qsanlities at alxwe represent minimum number of fasteners. Additional fasteners is acceptable. 4) 65n dm, middle and naindovc heights on chant above nre for fastener anabsis. Check with manufs ter For aralWtilty or produc a,, ylo J: COV7E0o: r. TIC =TM (101101 CS11.14 Mat C.- 191 ar _ �dL� f::FJ:t .::il. en' SO I1a' :01 ME 0111i.tiNa OSIS ACIV IIar' t0 107 t•7 P.O. Box 630036 2805 N.E. 18311 Street Month Florida 53163 (305)931 -2330 0« .,Mew f..+r Ca lava Dram., n —Vrn4t Von. a..t 0 1 I nil I PA -1a 1 Cr A UNG CONSTRUCTION "".4"....' A Window 11741h Windup Hei)hl (in ches) 24.000 25.000 28.000 30.000 32.000 36.1100 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.600 60.100 63.000 64.000 6.7.0110 72.000 73.187 76.625 80.000 8.4.000 81000 90.0011 18.173 69.3) / G9.33 69.33 69.33 69.33 69.33 69.33 69,33 69.33 69.33 69.33 69.33 ' 6933 ' 69,33 69.3) 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.31 69.33 24.000 69.33 69.33 69.33 69.33 69.31 69.33 69.33 69.33 69.33 69.3.3 69.33 69.33 69.33 69.33 69.33 69.33 63.33 69.33 69.33 69.33 69.33 69.33 69.33 69,33 6933 25.500 69.33 6933 69.33 69.33 6233 69.13 6933 6933 6933 6933 69,33 69.33 69.33 69.13 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69 .33 69.33 693) 28.000 69.33 69.33 69.13 69.33 69.33 69.33 6913 69.33 69.33 69.31 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.3) 0933 69.33 69.33 6933 69 .33 69.33 69.33 69.33 69.3) 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.3) 69.33 69.13 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 6933 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.32 36.000 69.33 69.33 69.33 69,33 69.33 69.13 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 6933 40.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 60.33 69.33 69.33 69.33 69.13 69.33 6933 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.)3 66.53 66.96 44.100 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.37 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.52 65.03 61.19 60.43 187600 69.33 6230 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.70 63.19 62.43 39.36 56.39 53.06 30,600 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69233 69,33 69.33 69.33 6933 6933 69.33 6933 69.33 66.95 65.78 62.61 59.70 36.74 53,09 32,72 52.123 69.33 69.33 69.33 69.33 69.33 69.)) 69.33 693) 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6133 69.33 68.14 64.03 6193 59.90 57.19 34.28 31.66 50.44 54.615 69.33 69.33 69.33 69.33 69.3) 6933 69.33 69.3) 69.33 69.33 69.73 69.33 69.33 69.33 69.17 67.98 66.91 61.84 60.93 59.89 57.00 54.42 51.66 40.16 48.00 317 ado.) 11111101 Window I leigh (Inches) 24.000 25,000 20.000 30.000 32.000 36,000 37.375 40.000 44.000 48,000 _ 49.615 52.000 55.308 57.090 60.000 61.060 64.000 68.000 71.000 73.187 76.425 80.000 84.000 - 88.060 90.000 11.125 .120.00 .120.00 . 130.00 .120.00 .12900 .134100 -110.00 - 120.00 •110.00 •120.90 - 130.09 •120.00 •130,00 420,00 •120.00 - 120.00 •126.09 - 130.00 •120.00 .4 2000 - 130.00 - 12(1.00 - 120.00 .12900 - 120.00 24.1100 - 120.00 •1 20.00 - 120.00 . 120110 . 120.00 •120.00 - 120.00 •120.00 - 120.09 - 120.00 - 120.09 •120.00 .130.09 . 176,00 - 120.00 - 120.00 - 120.00 -12090 -120.00 .120.00 .114.41 .9374 -97.87 -9075 •67.57 35.390 •12900 .12906 -120.00 - 120110 .120.00 420.07 -110.00 -120.410 - 120.00 .120.00 - 120.00 - 120.00 - 120.00 •126.00 .120.90 - 120.00 - 120.00 - 1 •103.09 •11609 .106.78 4749 -9115 -84.71 •81.74 21.000 - 120.09 •120.00 4241.09 .12990 .120.00 •17000 - 139.09 - 120.00 .12090 - 120.00 .120.00 -120119 .120.00 .120.60 .120.00 .12000 - 1241.00 - 1 10.79 -92.74 .10.1.49 46.11 -78.74 -82.22 -7614 -73.56 30.000 - 120.00 - 120.913 - 10.00.12000 -12000 -12000 43409 - 110.00 - 120.00 •1241.90 - 120.00 .120.00 -120.00 •120.00 .170.00 - 12490 - 120.00 - 110.91 .0591 -9675 4899 -72.91 -76.13 -70.59 -63.12 32.000 - 130.00 -10.00 •10.01) .11000 -13000 - 130.00 - 120 -00 •114,00 •10,30 •10.00 .120.00 .120.00 •170.00 .12090 - 120,00 - 120.00 - 11659 -10327 .7997 -90.08 42.16 47.9 -70.84 . 65.73 -63.42 36.000 - 120.00 - 120.60 410.00 - 120.00 -12000 - 120.00 - 120.90 - 120.00 - 120.00 - 120.00 •120.00 - 120.00 -12090 - 119.65 - 113.43 409.52 - 102 -46 -90.75 -7930 -79.17 -72.82 49.66 -662.29 -57.76 -55.74 16.001) - 170.00 - 129.00 - 120.00 .12000 .1010 .120.00 . 110.00 . 12090 •170.00 -129.09 - 120.00 -11193 - 11901 •106.90 •101.17 .97,69 -9139 -80.95 •62 -79.61 .64.95 -5123 -35.56 -51.52 - 4'.l.7I 44.4100 - 13000 - 120.00 .121 •120110 -11000 .12001 - 131,00 -12000 .119.47 •113.94 . 111165 - 106.52 .92211 -96.47 -91.31 48.16 -62.47 -73.03 - 56.59 -63.7) 41.63 -4193 -50.14 461.50 - 4.1.87 43.000 •10.00 -12090 .1220.00 •420.00 .130.00 .117.56 -115.67 .11212 •106.36 •100.39 - 91.21 -95.32 .9046 47.00 43.19 4033 -71.15 .66 SO 41.56 -58 (X. -53.41 - 47.76 -45.69 42.37 -40.83 98.000 - 120.00 • 13000 •170.00.113.50 .115.61 - 110.23 - 168.50 .105.31 .100.85 -95.11 - 92.99 -90,16 - 146.52 - 81.16. -P2.66 .70.91 -7193 .6373 .49.37 -5339 -51.14 -41.90 -13.75 40.57 •39.15 52.125 •119.46. 117.91 - 113.49. 110.73 - 108.10 •101.19 .101.01 -98.71 -94 61) 49.42 •8711 .3.440 51.03 -79.81 -7621 -71.58 .63.84 -60.91 47.24 -3119 .41.93 4099 41.86 38.61 -37.45 54.425 -11037 -10898 - 105.03 - 102.54 - 100.17 -95.75 -94.32 .91.711 46.7.1 10.61 •71.51 •73.78 -73.16 -71.26 -69.17 47.98 465.51 .33.02 -14.93 - 50,62 -46.56 -38.13 •39.83 30.94 -35.64 TA111.1 :N GI ASS TYPE ItINNFOI(CEAIEN' SEE ISR0W LNG G fn I 3116 - ANNEALED NONE I'A- IJOC -•I 2 3/16' 1 NONE PA-HOC-05 3 3'IG TEAIPERF.D STEEL PA- 14DC -06 4 DSB Ur TEMPERED NONE PA-I4 DC-07 3 D511141" ANNEALED NONE PA.14DC -09 6 SSD 1.'12•' ANNEALED NONE PA•14IX•-0S t0 tD Ca N Comparative Analysis(Positive Loads) Takla 1A PA- 14S Ingle I kit g3%1oO6w PoslIlw Des1g. Londe Based on Compact in•e Analysis with 3116' A.,xiied Glass Kon-- S44474al Test Report: ATL20314.04 -93 SAruelumi Rep oil AI TL016029 Comparative Analysis(Ncgative Loads) Table ID 1'A -14 SIngle !lung Window Nogalite Design Leads Based on Comparative A .alysis r'i li 1116 Annealed Glass Nor- 544901.la1 Test Rep on: ATL10361.01 98 Sluciwal Tat R port 7.I T11116029 Pe AA -MG A0. wi woe =WT r rte Ibp a- P4S N.. 10/22197 " " 4/14/08 F Binnings HTAmerlcan w.. a. - . tn Or. ,A.4 0. a..s.4a.r n...- - (Ha87 I - -- I Sig I 041 -14 1 C044N4N• s. 4 O1 6 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS tin Mara MEL 31'Ini n alias and .i ado% aria%1s m 134rts below 991 ec 0naa rtirs onal .ie Cheat Ill, rwa,azw.rer - for .colsbiM -(product I w.o. r•.+wr I-1.711$3 Ii 07(:4104( t-ni 71 , 1(111 ((03407 09132 c• - L r.. R U(46��.1f [ ^.I ' :tt•. 01.55 eeatin: (61 G:7:!L•)_["_ aria 1797- 1677 A9 .0 356 1:1".414 6//7/4 P.O. Boa 630039 2805 N.E. 185th Steno/ 12lamL Florida 33163 (305)931 -2350 999+9.. a... PA- l4DC -04 112 edon' 11146 11 kw Hel • ht(inches) 24.000 25.000 28.000 30.000 32.000 36000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.187 18.125 69.33 69.33 69.33 69.33 69.33 69.13 69.33 69.33 69.33 69.33 69.13 69.33 6913 69.33 69.33 69.33 60.33 69.37 69.33 69.33 24.000 69.33 69.33 69.73 6933 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.31 6933 69.33 69.33 69.33 6933 25300 69.33 69.33 69.33 69.33 69.33 69.33 69.3.3 69.33 69.31 69.33 69.33 69.33 69.73 69.33 69.73 69.33 69.33 6233 49.33 69.33 28.000 69.33 69.13 69.33 69 .33 6913 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.31 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.31 69.33 69.33 69.33 69.33 69.33 69.73 69.37 69.33 69.33 69.33 69.33 33.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 1111 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 40 .000 69.31 69.33 69.33 6933 69.31 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 44.000 69.33 69.73 69.33 69.33 69.33 6933 69.33 69,33 69.73 69.33 6233 69.33 69.31 69.33 69.33 69.33 69.33 69.33 69.33 6213 48.000 69.33 69.33 69.33 69.33 69 .33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 • 69.33 69.33 69.33 68.04 67.37 30.000 69.33 69.31 69.33 (.9.33 69 .33 69.33 69.33 69,33 69.33 69.33 69,33 69.33 69.33 69.33 69,33 69,31 08.27 66.20 64.26 61.63 32.115 69.33 69.33 69.33 6971 69.33 69.33 69.33 69.33 0933 69,33 69,33 69.33 67.84 66.82 65.04 64.01 63.10 61.55 60.32 60.00 Window 117410 GLASS 71 Window Ile'ghl(inches) 24.000 25.000 28,0110 30.000 32.000 36.000 37.375 411.000 44.000 48.000 49.625 53.000 55.500 57.000 60.000 62.1100 64.000 68.000 72.000 17.131 18.123 .120.00 -120.00 - 120.00 .120.00 - 120.00 •120.00 .120.00 - 120.00 - 120.00 .130.00 - 120.00 •120.110 .120.00 .120.00 - 130.00 - 17000 - 120.00 - 120.00 •130.00 - 120.00 24.000 - 120.00 •120.00 - 130.00 .120.00 - 120.00 •120.00 - 120.00 - 120.00 •1 20.00 •120.03 - 120.00 - 12900 .120 00 - 130.00 •120.00 •120.00 - 120.00 -1 30.00 .120.00 - 120.00 25.500 - 130.00 - 120.00 .120.00 - 170.00 - 120.00 - 12900 - 121100 •12000 - 120.00 -12900 - 120.00 - 120.00 •12000 •I30.00 - 130.00 •12110(I - 3 20.011 - 110.00 •120.00 - 12000 23.000 - 120.00 - 130.00 - 120.00 .120.00 - 120.00 •12000 - 1211.00 - 120.00 .12400 •120.00 .130.00 - 130.00 -12000 - 1 20.00 - 130.07 - 170.00 - 120.011 - 120.00 .120.00 - 120.011 - 120.00 -17000 30.000 •120.00 •120.00 •120.00 - 120.00 -120.07 - 110.00 - 121100 - 130.00 - 120.00 - 110.00 .12000 .12000 - 120.01 .120.00 - 130.00 -120.00 - 120.00 -13000 32.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.00 - 120.01 - 120.00 •120)33 - 12900 - 120.03 •12000 .139.00 -120.00 - 129.00 - 120. - 120.00 - 120.00 - 110.00 - 120.00 36.1100 - 120.00 - 120.00 •130 00 -120.00 - 120.00 -12090 - 124300 - 120.00 .120.10 - 120.00 - 12000 -120.00 •130.01 - 120.00 - 130.00 .17900 - 117.91 - 11140 .10220 •103.1 40.019 - 120.00 -120.00 •120.00 - 120.00 - 1211.00 •12000 -120.00 -120 00 •120.00 - 119.74 .117.52 - 114.62 - 110.9) - 109.43 - 106.14 -10106 - 102.00 -93.28 •94.77 •97.79 44010 •130.00 -12100 - 120.00 - 120.00 - 110.00 - 120.00 •118.58 .114.87 .109.63 -10.1 77 - 101.61 -99.93 -96.25 -91.90 92.49 -91.03 -39.35 40.16 .83.18 .8134 43.1110 -17000 -120.00 •11639 •113.40 - 110.57 - 195. 70 - 101-60 - 100.51 .96.17 93 14 .90.60 - 38.42 -81.97 .93.05 01.23 -79.86 -78.50 .7075 .73.71 -7199 50.000 •111.73 - 113.22 •108.36 - 106.14 - 10155 -99.74 -97.18 -9.1.35 •90.31 4605 43.23 -03.25 40.21 -78.97 76.63 -75.23 -73.96 •71.11 •09.60 43.93 52.125 - 107. 00.10561 .191.6 •99.13 - 9682 •93.43 -)101 -83.42 -84.74 41.111 .79.11 -76.56 .71.50 .7239 70.46 4.35 .6836 •66.68 •6534 -65.00 TAUL.E GLASS 71 RIE\FOI(CI:;IE\T SFE DRAWING N's i 5/16' ANNEALED NONE PA .141X-4B I 3)15' TDIPFRED NONE PA•140C .L16 STEEL PA •IJDC1JS 030 UT TUIPERED NONE PA•140C•o7 9 6 DOD I /1 ANNEALED NONE P.- IJIIC -M SS03/1I' A NNE/. LED NONE PA•HOC -0l Comparative Analysis(PositiveLoads) Table 2A PA- 54 S1acle Hung Window Tosllhe Design Loads - BOSed onC6ntperauive Analy943 6" Tempered Non• Str1Lturd Report: AT L80514.01-99 Stsuctunl Test Rrport 6101.02.978 Comparative Analysis(Negative Loads) Table 213 l'A -I4 Slagle Hungll'Indow Negdise Design lauds Based en CaRpatat ire Analysis is Yh 3116' Tempered Non- Slnderal Test Report: ATL80514.01 93 Structural Teit It.ls A TL 0101.02 A-10%-go •1 rIM CCe adan raur Dr s ou n. P.15 PJ5 s.. saf 10 /n/s/ 6/ 16/5.6 [iAerican Binnings A Yu* ll'e do.t nib % rd v. indu..6.ilits at Aunt let.. ire for e0yarnit esslysis. (tied. elrh mlut5auro for a.tuTtiIiy ((p.0A1n r...W ••■•• R4- 1444 -0.1 0 ?7iC;:i. /4 e5Tl1W . ef.7 UM SO!71 n:a 61:¢_16 (33) ::. x r.:2./: ;; c7 e:+i.'.e :; tan C• 031(4 4eeree'L14L EL47.0 7 5 ,. i /7/96 P.O. Box 53003 8 2805 N.E. 165E 6 Sleets, Worn!. , Florida 33183 (305)931 -2350 I .4 11 1 r.� le,....r..4. f.•. n..• C7:MT I --- 611 J P.1 -11 COIIPAWL PA - SINGLE HUNG COMPARATIVE fA ,4 Sera ANALYSIS 111nt1nw- 11101h NVintim 1k gI11(itiches) 14.000 25.000 25.000 30.000 31.000 36.000 37.375 40.000 41.000 48.000 49.025 52.000 5.5.500 57.000 60.000 62.000 64.000 68.000 71.000 73.187 18.125 - 120.00 .120.00 - 120.00 - 130.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 130.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00 -120.00 - 170.00 •170.00 •120.00 - 170.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.W •120.00 - 120.00 - 120.00 - 120.00 •120.00 •120.00 25400 - 120.00 - 120.00 - 170.00 •120.00 .120.00 - 120.00 - 120.00 - 120.00 - 120.01 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 .120.00 - 120.00 - 120.00 - 120.00 - 120.00 . 120.00 28.090 - 120.00 - 120.00 - 120.00 •120.00 - 120.00 - 120.00 •120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 •120.00 - 120.00 -120.00 •12000 •120.00 •120.00 - 120.00 •120.00 30.000 •120.00 •120.00 - 120.00 .120.00 - 120.00 -120. 0)0 • 120.00 - 120.00 -120.02 •120.0)) - 120.00 •120.00 - 120.00 - 120.00 - 120.00 •120.00 .120.00 - 110.00 - 120.00 - 120.00 31.000 -120.00 •120.00 - 120.00 .120.00 - 120.00 - 120.00 •120.00 .129.00 - 120.00 - 120.00 -120.00 -120 OD •120.00 -120.00 - 120.00 •120.00 •120.00 - 120.00 - 120.00 - 120.00 36.000 - 120.00 - 120.00 -120.00 •170.00 - 120.00 -120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.03 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 10.000 - 120.00 -120110 - 120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120 .00 •120.(X) .120.00 •120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 116.64 •115.42 14.000 - 120.00 -120.00 - 120.00 - 120.00 -120.00 •120.00 •120.00 •120.00 -120.00 •120.00 - 12 - 120.00 - 113.46 •116.60 - 113.83 - 112.04 - 109.96 - 106.04 - 102.33 - 101.34 18.000 -120.00 -12000 -120.00 - 120.00 •120.00 •120.00 - 120.00 •120.00'.118.33 1123 -113.40 - 111.51 - 108.83 - 104.56 •102.96 - 100.03 -98.29 -96.71 -93.83 -90.72 -89.03 50.000 -120.00 - 120.00 - 120.00 - 170.00 -121100 -120.00 - 119.61 - 116.12 •111.13 •106.64 •103.90 - 102.46 -98.79 - 97.70 - 94.32 -92.60 - 91.02 - 88.26 - 35.66 -81.84 52.125 -120.00 •120.00 - 120.00 - I'0.00 - 119.17 - 111.76 - 112.01 •103.32 - 104.29 •99.82 .9736 -94.22 -90.46 - 89.09 -86.72 - 85.35 - 84.13 - 82.07 -50.42 - 80.00 11'latica W0d11, Window Nciolit(Inchcs) 24.000 25.000 28.000 30,000 32,000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57,000 60.000 63.000 64 .000 68.000 72.000 73.107 18.125 6933 69.33 6 69.33 69.33 69.33 69_33 69.33 69.33 69.33 69.33 69,33 69.33 6933 69.33 69.33 69.33 69.33 69.33 60.33 24.000 69 69.33 69.31 69.33 69.33 69.33 69_13 69.33 69.33 69.33 69.33 69.33 69.33 69.13 69.33 69.33 69.33 69.33 69.33 69.33 25.500 6933 69.33 69 3.1 69.33 693] 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.13 6933 69_11 69.13 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 60.33 69_13 69,3.1 69.33 69.33 69.33 69.33 69.33 69.33 69.31 6933 69.33 69.33 69 33 69.33 69.33 69_13 30.000 69.33 69.33 69.33 69.33 69_13 69.33 69 69.33 69.33 69.33 69_33 69_13 69.33 69.33 69.33 69.33 69_13 69.33 69.33 69 33 32.01S1 6933 69./3 69.33 69.13 69_13 69.33 69_13 69.3.1 69.33 69.33 69.33 69.33 69_13 69_13 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.31 69.33 6933 66.33 69.33 69.33 6931 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 1133:1:3132ZIEMICE9111211 1/3/2111120111221112111112/11;2211221 6933 1102111112122111=1111211112211 G1.33 1 ®11 1 ® 69.33 ®® Mal 69.33 IfZEI112/7® 69.31 ® 69.3.1 INAEI 6933 1 ®[2111W 6933 ® 60.04 121EZI 50.000 Ezie221 ®ZZI® 60.33 6933 6933 69.33 ® 69.33 ® 09.13 6933 ® ®nsis 69.33 ® 68.27 06.20 64.23 pas (•933 1123 (.9.33 ® 69.31 LIE4312INI 69.33 ® 69.33 EICEI®LMINUELI11' c ®® 00.00 10 10 0 W ro 0 t0 Comparative Analysis(Positive Loads) Tnble 311 PA-I4 Single Ilnn¢ 111adew I oslthe OmIgs (.0012(( Based on Campo -alive Analysis %yak 3116 Tempered h1 en his Rag Rein/bromism Non --Smn uTl1 Test Report: AT1s0i14.0I -98 Stnwtand Test Report ATL 0401 :03.97R Comparative Analysis(Nega live Loads) Tddc 30 1'A -14 Single l luOg Window isegs(ise Design Loads Based on Comparaivc Analysis with 316" Tempered with M min 5Rnil Rcinftreenical Nonr- Stnsttaal Test Report: ATIA0511.01 98 Siructuml Tat Re ATL 0401.034711 TAKE 0 1 2 3 a 5 6 CLASS TYPE MT ANNEALED 306 "TEAIPEOW 21Ie•TEAIPCRED 030 W TEMPERED 000110' ANSIEALEO SSO7132 ANNEALED MENTORCESIENI STEEL 2•02:E NONE 1 SEE oo AR1SC eL NOSE ICONS PA- 140E61 PA•140C-03 PA -14044 PA- 140E-0J PA- 110C-03 PA•140C416 r,ww: a.arvan a rts nar cw+, xaan Avows a.. P F a.. to atn rJ3 r•w o,. nn M_._, „ ._ . R'exLra ,.ickb wt1 winiewk. is oad,at. Mhv art kr mr panker al7sir Ckct WIN modals= £+ as8Wiy orpna4.t 02.4:0 03 moms.; wnt III tom r.[r:et P3eR: CIS) r.:1 .RS r - - x MS A ida_ iV' C.1 61E c010 3,:0) 1 1C) Jac cnc• wa 97• z?� [ran 6innlogs A P.O. Box 630038 2805 N.E. 165th Street Miami, florldo 33163 (305)931 -2350 ssr re cr.. r..t r. r ant.yvaaa n r ».w 0(001 I - -- n.a r 3H rw PA . - la CO' AwH.i 0 ot e a .. PA -14 SINGLE HUNG COMPARATIVE ANALYSIS 10 /aJ /117 PPA-11%-07 A J Wisdom. IM(Ith 11'61t10W 1)eight(inehes) 24.000 25.000 18.000 30.000 32.000 36.000 37371 40.000 44.000 43.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.147 18.125 6933 69.3.1 6933 69.33 69.33 69.33 6933 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 6933 24.000 6933 69.33 6933 69.33 6933 09.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 623.1 69.33 69.33 69.33 6933 23.500 69.33 69.33 69..13 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69 33 6933 69.33 69.33 69.33 69.33 6933 6933 69.33 69.33 69.33 69.33 30.000 69.33 69.33 6933 69.33 69.33 69.33 6933 69.31 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 32.000 69.33 69.33 69.33 69.33 69.35 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 6933 69.33 69.33 6933 36.000 6933 6933 69.33 69.33 6933 69.33 69-33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 6933 69.33 69.33 69.33 40.000 6933 6931 69.33 69.33 69.33 6933 69-33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 6933 44.009 69.33 69.33 69.33 69.33 6933 69.33 6933 69)3 6933 6933 69.33 69.3.1 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 48.000 69.33 69.33 69.33 69.33 6933 6933 6933 69.33 69.33 69.33 69.33 6933 69.33 69.33 6933 6933 6933 69.33 68.04 6737 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.13 68.27 66.30 6415 63.63 53.125 6933 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 6933 69.33 69.33 67.84 66.82 65.04 64.01 63.10 61.55 60.33 60.00 SAIILEX CLASS TYPE 91}1 FORCES' ENT Su: DIRM 'INC Ps I 3:1E ANNEALED NONE ('A -I4DC•N • 3'I1: TEMPERED NONE PA- 1413('43 3'16 - TEMPERED STEEL PP.- 14D('4Y. J DSO IA TEMPERED NDNE PA- 140E40 S 1X0 11X ANNEALED NONE (A•14DCJIa I. SSD V)!• ANNEALED NONE _ P.1.140C4u Comparative Analysis(Posifive Loads) Table 4A PA•14Sia *Ie ]lung 1lindaw Pasitise Desijrr Loads Based on Comp ruile A nalysis with D58 l/8 Tempered Non Structural Test Report: ATLe0514.01 -98 Struclluil Test Report MTL016610 Unit A 24.000 ESECI 28.11011 30.000 32.0110 36.000 40.000 44.0181 48.000 50.000 52.125 MIMEO - 120.00 • 120.00 - 120.00 - 120.00 - 120.00 -94.39 - 120.00 -12000 - 120.00 - 120.00 120.00 - 120 00 ELI OM IT -87.09 25,000 IBM) 120.(0 - 126.60 -120.00 •120 00 - 120 .00 - NI VI -73. 30000 - 120.00 - 120.00 - 120.00 -12000 116 6.1 •76.29 - 130.00 - 120.00 130.00 - 130,00 - 1 -120.00 - 120.00 -85.05 - 120.00 I. - 120.00 •1 • 120.00 12000 • 107..13 •81.00 -120 00 - 120.00 129 - 120.00 -120 00 -105, 52 -79.70 40.000 •120.00 II IHOM IIS� - 170 - 120.00 - 120.00 - 120.00 -11903 • 102.06 -72. -68.01 44.000 - 120.00 • 120.00 - 120.00 120.00 11M 120.00 -97.01 -73.96 -69.49 49.000 - 120.00 •120.00 EEO - 120.00 - 120.00 120.09 I 1 ® ® ®®� ® ®li�ill� EMI ® ® ®® -70.88 ®® BIM - 120.00 - 130.00 - 120.00 - 120.00 -105.7 3 -9040 52.000 - 120.00 - 120.00 •120.00 - 120.00 - 103.09 -88.17 IMO - 120.00 - 120.00 - 120.00 57.000 - 120.00 - 120.00 EZEI MEM IIt» MECUI 11 1 111331 MICHEIM MI WED ®ERIE ® EXEMEEE® CM MB EMI= OM I ® ®_I�100 1® ® ®I ®� - 120.00 - 120.00 60.000 - 120.00 - 120.00 120.00 - 120.00 - 120.00 •94.50 -58.95 -54.20 II 12000 - 120.00 - (20 - 120.00 •118 .33 - 108.38 -80 -70.02 61.000 -12000 120.00 120 .00 - 120.00 - 106.31 -90.72 68.000 - 120.00 - 120.00 -87.23 r.rsa r••• 4 PJS la U 7 EEL1 EEO III - 120.00 - 120.00 41 00 -50.26 011A? - 120.00 -12000 I I 1 J -1 ® 5 1310 I I I® - 12000 -97.0? -83.09 -5 ?.02 -50.00 W I..I.. MA- 14 C01MAVA1 -74.48 Comparative Analysis(Negative Loads) Table 40 P.1 -I1 Single Hung Sin N egallle Destga Lands 'Based on Co.puative An ly Frith DSD lr8 Telnp7ed • • Non - St ruct tral Ted Report: AT0051401 ■g StruttuniTcst Reparl MTLF16610 Una A 11111(10 IV 117dlh Window Ifel lil(ittettes) r - P !Innings p 1 A 1 erican n - Mitt: • Vardarai61u sal winest...114 ,m elves Ect7. • erekrmnpaii,eriAw Cheek villa maxi war ' for asaiW.17 dprodrrt 1J71aP.0 !S CO1011240 5711: tn? 50_111 Jonas mime COOS 150• 1.�y�n� rJ Cil.pn M .'a 0a r:Ixel r C 57 CC.`31:A:7C 79.7 2JULAACE 40 4i IA ?_7. to P.O. Box 630038 2605 N.C. 10.516 51ne1 1Nom1. florlda 33165 (305)931 -2350 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS ` e..wr r.r 6'I 5050 r.u..• ___- anmely ~� PA -r A0e -07 rwaral...r A 111ndor Width Window lie ght(Inehes) 24.000 25.010 23.000 30.000 32.000 36.001 37373 40.0011 44.000 48,000 49.625 52.000 55300 57.000 60.000 62.000 18.125 69.33 69.33 69.33 69.33 6933 6913 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.13 69.33 24A00 69.33 69.33 69.33 69.33 6933 649.33 6933 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.13 69.33 25.500 6933 69.33 69.33 69.33 6933 69.33 6933 69.13 69.33 69.33 69.33 69.73 69.33 69.33 69.33 69.33 23.000 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 6913 69.33 6933 69.33 69.33 69.33 69.33 69.33 30 .000 69.33 69.33 69.73 69.33 69.33 69.33 69.13 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.31 32.000 69.33 69.33 6933 69.33 69.33 69-31 69.33 69.33 69.33 69.33 69.33 61.33 69.53 69.3) 69.33 69.33 36.000 69.33 69.33 69.33 6933 69.33 6933 69.33 69.31 69.33 6933 69.33 60.73 69.33 69,33 69.33 69.33 111nelaw 111l1C11 Window 21eighlIinches) 24.010 23.030 28.000 30.000 31.000 36.000 37315 13.125 69.33 69.33 69.33 6(133 69.33 69-U 6933 24.000 69.33 69.33 69.33 60.33 69.33 69.33 69.11 25.500 69.33 6933 69 .37 69.33 69.33 69.33 69.33 21,000 69.33 69.33 69 -13 69.33 6933 69.33 63.31 30.000 69.33 69.33 69.33 6933 69.33 69.33 60.33 32.000 69.33 603) 6933 60.33 0933 69.33 69.31 36.010 69.33 69.3.3 69.33 69.33 6933 69.33 69.30 111n60U N111111 11Ind.w (1)ehe ) 24.1100 25.1100 28.0110 30.000 32.000 36.000 37.375 15.125 - 13000 •120.00 - 120.00, -1 .00 -131.00 - 170.00 - 120.00 24,000 - 120.00 - 1 - 120.00 - 120.00 - 13100 413.95 - 109.63 25.500 •120.00 •170.00 •130.00 - 12000 - 111.00 .10635 -!0236 21.000 •131.00 - 120.00 •120.00 417.80 .10939 -95.73 •92.13 30.000 •130.00 •110.00 •111,16 - 109.08 • 131.29 -83.64 415.31 33.0130 - 120.00 •120.00 •110.03 401.56 -94.31 402.54 -79.41 36.000 - 110.06. 108.26 -96.69 -19.36 -1119 -7!54 •69343 T.UllE 44 CLASS 311.47 III ERA SEE 011.33V ISG Fr I 316 - ANNEALED NONE P.414OG+u 2 916• TEMPERED NONE PA 14043403 I 914 TEMPOIED STEEL PA -I 100414 4 DSO IM• TEMPERED NONE PA -I 113C411 7 1)511 In" ANNEALED NONE P.•Il11ClE 6 SSD 3,.‘r ANNEALED RAVE PA•Ill3C40s 20 0 ( Comparative Analysis(Positive Loads) TnhloSA P. \ - 14Single21u 1 ;Inv DesIgt L.046; Basedo. Calaplri ea Jlatlyl with DSB 1/9' Annealed Nan-- StnseiU teti Repoil ATLOD31a ill -93 "Stmctun Tul Rronl AlTLN16fil0 Chs Comparative Analysis(Negative Loads) 'fable 513 PA -114 Single lint= Uindow Acgathe Design Lands Based on Comparative Analysis with OS13 /e- Annealed Non-- StrmctoralTest Report: ATI-00514.01 93 Stntclural Teri Report M TI.416610 Unit 13 11indws Width 13.135 24.000 25.500 20,000 24.000 •120.00 - 120.00 - 120.00 - 120.00 23.000 • 120.10 • 130.00 • 130.00 • 120.00 20.000 - 120.110 -120.00 - 120.00 -120.00 30.000 - 120.00 - 120.00 - 120.00 - 120.00 32.000 -120.00 - 120.00 - 1 - 120.00 36.000 - 120.410 - 120.00 - 120.00 - 120.00 11 7ndowJlelight(ln hes) 37.375 - 120.00 •120.00 • 120.00 - 120.00 40.000 • 130.00 • 120.00 • 130.00 •170.00 44.000 - 120.00 -120.0 •1 20.00 • 108 .00 48.000 - 130.00 - 117.74 - 109.90 .99.92 49.625 -120.00 -11 -106.28 -95.66 52.000 - 120.00 - 107.93 - 100.75 -90.60 55.580 - 120.00 - 100.61 -93.91 -84.33 57.010 1 20.00 -9176 -91.25 -53.14 60.000 - 120.00 -92.53 -86.37 -77.75 62.000 - 110.00 -89.35 -33.40 -75.07 30.000 - 1 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 111.97 - 100.75 .91.60 -8838 •13.98 -7838 -76.07 -72.0U •69.32 32.000 - 120.00 .12007 -120.00 -12000 - 120.00 - 117.21 -I 1241 •104,73 -93.81 45.29 -82.48 -78.19 -72.89 -70.53 -67.04 -64.73 36.000 - 120.00 • 120 .00 - 119.89 - 112.90 - 10105 •91.13 -95.10 .91.60 -07.45 •7497 . 7230 .69.73 - 64.07 -6136 -50.93 - 59.00 A717oc 11116n. cutIu or4 w.ala. h+Gtr.. du , him.. Its 1'u axlEncincaralfats Li[ct niib iamb i o 6cm:i;Jili sir punk.. •- M/.TE[ L It+l !a6.! [Rh KOJ!Y llalooLar w... PJS PJS Comparative Analysis(Positire Loads) Table 61. P.l•14 S1ngle lima' Win d.w Pnithy Oalgn 'toad, Based on Comports ire Amslysis with 558 30 A.acded N m-- Stnoctunl Test Rep rat: hl TIR 16029 Structural Test Rm on 3ITL3 166101H2 C Comparative Analysis(iYegative Loads) Table 60 PA-14 Single Hump W aline NelaUrc Design [oats Based on Coaparut ite Analysis vith SSB 33r A..caled Non--Slam oral Test Report: AiTla 1 6029 Una:fatal Test Report AMTLCI6610 Uai C 1 3727737 '' 'o/19/99 1iArnerican Blnnings DA I FA a... ea... 1'.n e1'. w.e [wry a.wnwr .• Y..1' 09141' I - -- I 5H I PA -le I ' 43000.11:. a .r 0 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS M ANYd's Al enemas 11tH 10€ 0.619 4495164 wan, COOE Lt_ »[:•7430011.. [K S : -`■ 143,40(1:5 9$31 CO5!u:•.CE 4 riCI ACCU T:4[1 191. x 117 44 l " /i .rs C P.O. Ous 630038 2805 N.E. 18514 Stroet 141am1, Florida 33165 (305)931 - 2350 PA- 166C-o0Ir. ' s.."1' A / 1 110V 1,1.7 O:J 1 l CUd � .riLU ar L�JdlCS • MIAM -D OE PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0318.03 Expires:I0 /10/2002 Approved:07 /0111999 1 of 3 tZUJJ OJT - UDO .� P . MIAMI -DADE COUNTY. FLORIDA METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAA11. FLORIDA _33130 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICEN SECTION (305) 375 -2527 FAX (305) 375-2558 i f CONTRACTOR ENFORCtMENT SECTION (305) 375 -2966 ; VAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902: FAX (305) 372 -6339 20 ga. Galvanized Steel Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Matetials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the -South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance Office • Internet mail address: postmaster abuildinecodtonline.cont Iiontepage: http :f /www.huildingcodeouline.com 11 - 03 - 99 11:27 TO PHONE SALES FROM:305 894 0695 P02 Nov 03 99 11:21a SEMCO SFL - Sales 11 -03 -99 11:28 To: PHONE SALES APPROVED EXPIRES (305)894 -0695 Southeastern Metal Manufacturing Co., Inc. ACCEPTANCE No.: 99- 0318.03 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 97- 0805.01, which was issued on December 1, 1997. It approves a 20 Gauge Galvanized Steel Storm Panels Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96- 20GA01, titled "20 Gauge Galvanized Storm Panel System ", prepared by Dote J. Kelley, P.E., dated October 17, 1997, last revision #2 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properl eva uate the instaltation of This system. 10/10/2002 p.3 JUL 0 1 1999 Helmy A fakar, P.E. - Product Control Examiner Product Control Division 2 of 3 FROM:305 894 0695 P03 Nov 03 99 11:21a SEMCO SFL -Sales APPROVED 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 11-83-99 11:28 TO: PHONE SALES (305)894 -0695 Southeastern Metal Manufacturing Co., Inc. ACCEPTANCE No. : 99- 0318.03 RI i 0 1 1999 EXPIRES 10/10/2002 p. 4 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requestaThrough the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Helmy A. akar, P.E. - Product Control Examiner Product Control Division 3 of 3 FROM:305 894 0695 PO4 N 0. 7 / T ..f T t3s0' 1 7/ 15.575' 13 COJERAG {--- 6 1/2' ( , 4 0/ 1 44.29' Q) TYPICAL 20 GA .1»'4 - -+ 1307 ---I -- I } -1.. »• - H I- "°• _UMINUM HEADER CHANNEL CETAILI 1 3 1/a „•.1 • i n . 11 otolo CO u m COA .x w6 65 sour /LOOM �uanwc OLCOX. 1n. mT6>< 4 111 1110.60WM1 ESAIIL .t 3 rM61 Ana S WCYCA OOHS sV S . •5 OIr0 ACC 3 w O•p3IQ w6 7 .1w OCYa1 (CADS 70 C 0W c 0"0.073 3 w0 oK0.14.1 £03 0 p M[s • . 1,413 LS l TO 1 37 T CwfK r• 37KO. (0.03511 (0.03511 COr6m TO AStY munw4t TOW n IC 6087-111. 1T • 1. _w 57305••05 0000 6C 17. VAN. 1 0 O U II •C (U0 1s d OK 0111 d M IA0[l rIN Yw 04 PP 3PO4 043 ..o s.IAL, II w3c6 AS rouo.k SCUTWASS60 5056.5 17M/K11 0 CO. me- 6•66:6611. 00704 SAX Cairn .000uCt COMM AMMO CT 16610-Wffi I7 CAI[ COOL RCM0110 •WVU wM solo. 10.15 1150 96 mos 7.5343 STOWS At 01(57 W ASS. .375 w0 .40Jima 1 S•4 •C CALYY.710 (T 57Aw,C53 SRC 66 A 66661. PC - 33 St .U. IXOruspll 00750 541611 Mt SIC Y OF1C55C'S •T101.501 0 034.04) to CO w PITMOT TESTING •1100 OCTµ3 9•0•04 161 OC .o•O06C5o M nnG C6p 11.PCATt_ runs MAT UNTO l007O07AILI 0•(60 MRC•515. 17335 MO YCOnCA•0•e p.m 05A5w AMUSE. •C r•tbOCR 10050.00 1 W I10.CI. : Ar0 VWOIY SUM AS rs(SSl5S TIIM r ACC60000 +N6 DAOC C0.IT1 16OTOC3/ AL A6. 700 6 0•340 Y tic Rsr s5•007 Y6 w AIAO.A•IC MS. LOA. I ` 3/9• MOLE ICY?) 090 R 17/8• GA VANIZED PANEL 56' SILL 1 1.]75 DCl. .125 - - •n••115 •3r eA.11 -w .Yaw 5743430 w 0A3041 Vet 4.00' _I 66• sal 2 .750 a .000 S/S CL60• ST.D J LOCO" 86" SILL 68 S'LL 7/8 X 5/16 SLOT 12 ANCHOR (TYPICAL) I /4 / 90CW*LIC 60.T 0.125• ® EAD.Q3LLIKILL 2.50 )- 11.00 - 73 • -}-- 13.00 -{ 56" SILL 6 ANCHORS 44 SAL I • • • } 6so4 4.53 6.5o4 6.so y 6 AH010As 2.00•-.I }- 1].001 -• -- 13:00• ---}- 13.00• -4- 4336•---4 • I 8 ANCHORS 10 ANCHORS HOLE LEGEND I • 7/16 THAD HOLE • CLINCH 5100 . 630• - 6.53•4 6.001+ 6.50•+ 6.3017 6.30•.6.63o•' 6 ANCHORS 1.50 - 11 . -- u.00 13.00"- - 13.00 13.10-4 - 13.00 -4 • •) 3 1 4 I hEAUtR L.IIANIY0L LAl vv1 44 SILL 3 1 /4 "-•1 r 6 1/2:.6 1/2:.6 1/21..6 1/2: -.6 1/2.. 7/8 Note: Reinforced panels with stitch bolts and spring .wt at mid -span secure at each lop joint. ee• S&L I • • I' 6.W+ 6.50 4.50 5.50 650 550'} 11.50 to ANCHORS . 13.00 --•6� 13.00• ---}- .13.00• --+- 13.00• - t3.00• -..4 -- 13.00 -4 I' 6.50'•{• 6.50 6.50 6.50 6.50 0.S0•.6• 6.50 6.50 150•+ 72 ANCHORS STUD ANGLE SILL LAYOUT a 44" m_ f2: $St PRODUCT RENEWED ' ACCFPTANCENus -A3 /0.0 EXPIRATION • ATE 1 • • _ - 00• BY I ..'- 5• YIROL DIN1SIO7I BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING 1519 THE SOUTH ILORMDA BUILDING CODE DAI ► -0 3921 BY �1 / / /nJ .. 1 e . . ►RODUC • ROL O ;L'!S :ON BUILDING CODE COMPLIANCE ma ACCEPTANCE Iro. 4i-680501 ANCHOR SCHLOUIE Suw. 2- EDGE OISTANCEI 1 LCCl.r .1°a M . p•D•G PI I/... VuR CAMt_. MOON • ti' mom MO 0/Y • •a.o) o ry /Y twat .•1•1 as . .4 ' . '" � - . ROOF N,w..1 a t/.'.Y COMMA MT U/ • ...0) Come 1=10 u . p •1Y floe •..n u.a •00W MI roe. i ./.. WAY. ••0Ka a ma.. ••20 mil • . 1113=11/1/18. tt TD Cu Cu E.hl,ag StNeluri Sln clure O WALL. ANGLE TO WAI. OFTAI 1/4'.21 Coo Pone unto Mosonr Boll ./t 1/4' Cal., snr & Wochr•d Tinged Nu1� cD S`ed 1 •1,1i /50 fit. 05400 3051 Y MOUNT SECTION OIRECT MOUNT SYSTFMl N.i.S T ing Nut 1'.1/4'/20 Red CO. A An.n• 1/4 Wood Log Sae. 1 1/2' IA.. Errbt0050) Stud 5rring Nut N T.S defog Slr.ctw• a PAN•L TO ANrrr SFTIi. F /4' MAX 1/4'05 9d.00r0 Be. • Wood rooming Oeu n 1'.e .0.125' Y.4' 0.123' WOOS. Tub or 2' 4' P.1. Wood for Stud rrooning 0 II' •.n A 2'16' P.I. Wood Stud rronVng 0 24' MG 1'.1/4'/20 He. Heed Bon l's1 /4/20 Re.l Cora-o Anchor ' .$ Slid 1/4 '2)' 1 SPri.g Nut sdnell eat p, 1/4'21' Sldt.00. 6051 1'.1/4'/20 Roof CoOt -H Md./ •WOS OCTAL WAY SC 1.15(0 AT IC? OR BOTTOM Or PANELS WAI I MOUNT Sr GTION (AOTTOM1 N.T.S AWN( TO WA 1 OFTM ?pin I. Alf SISAS © HFADER / STUDOFI) ANGI MOUNT SYSTEM N.T. S 1/4' Wood Log Sera 1 1 /I' Mw. En. bnmt S 1/4'• • 1/2' Leg Sc.. 0 24' o.c. Nov .11 a /4' Pentl otlon in COtti, of Studs l /4' MALI (misting StruclO. Ceiling S toolure AXOICR SCHEDULE (NIX. 2' EDGE DISTANCE) .noon yea r n(•• /SO too0 N6••e yen /•a •a0 •tw •ar s 1 % t.a .0 �n Ia., Oi r.n I t /. Car. • .004.11114 r•2O wb ./.•n �Pa rtn w�Il e r r.tc•t1 . •••c art as of Is AN0 *OR SCHEDULE MIX. 2• EDGE DISTANCE l i e . r W . 0 � Cr --- 0 n 1001 t/T'AY coact. MA •y t... 0••••• •.o.ae BY - ODI1CT.i'o1 OLDPI SON 0 Mug Noi ponslan Anchor 4 Tir Canada /4 MAR Q 1SLiwu CODE CO tOFFICE I, I, Es NYPW 13Oy,A,A Sled SpI)ng Nut 1/4'2Y Sidewalk loll 1/4'`2 1/4 Tocsin ./11 Head Sorry "CT •r4tA•1 ra r ••6 CM.. D•.r. -.OI ...XI rob N rums UK.. ra i s 00 a APPROVED AS COMPLYING WITH 111E SOLIDI FLORIDA BUILDING CODE w1 EDECE2 0Y FRODOCL..0NTIM END ON U BUILDING LODE WMPIWJCE 0211[5 ACCEPTANCE NO. q 1 -n Rb.S, ) ANGLE 10 WAi1 O PANrL Tr/ PIMP N O STUODFD ANGIF / TOP b BOTTOM MOUNT SYSTEM N.T.S 5OJZI6ANJ MILS AYG. LO. PC. 20 (0la G14.WWIP WNW. SYSIEN I to 0. O I- It • METRO -GAGE PRODUCT CONTROL NOTICE OF ACCEPTANCE Stanley Door Systems 1225 E. Maple Rd Troy MI 48083 Your application for Product Approval of: Series Sta - Tru In/Out - Swing Residential Insulated Steel Door (Deadbolt Lock) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by Stanley Door Systems, and test reports prepared by Miami Testing Laboratory, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 98-0619.08 Expires:08 /31/01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Internet mail address: postmaster @buildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE Approved: 08/27/98 -1- Part No. 07322 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul RodFiguez Product Control Supervisor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Stanley Door Systems ACCEPTANCE No. : 98- 0619.08 APPROVED 2 7 1998 EXPIRES Aug. 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance, No. 94- 0928.03, which was issued on November 10, 1994. It approves a wood swinging door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The wood swinging door and its components shall be constructed in strict compliance with the following documents: Drawing No. 05987, titled "STA -TRU: P/H ENTRY DOOR W/D -BOLT & SURFACE BOLTS, RECOMMENDED ASS'Y & INSTALLATION INSTRUCTIONS FOR P/H UNIT," prepared by Stanley Door Systems, dated July 7, 1994, sheet '1 of 1, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in the approved drawings. 4. INSTALLATION 4.1 The wood swinging door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Man 1 Pe z, P.E., Product Control Examiner Prod ontrol Division Stanley Door Systems ACCEPTANCE No.: 98- 0619.08 APPROVED : 2 1 1998 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Aug. 31, 2001 I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product.is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Manu Pere , P.E., Product Cq rol Examiner Prod ntrol Division 3 PRODUCT CONTROL NOTICE OF ACCEPTANCE Stanley Door Systems 1225 E. Maple Rd Troy Your application for Product Approval of: Series Sta - Tru In/Out - Swing Residential Insulated Steel Door (Deadbolt Lock) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by Stanley Door Systems, and test reports prepared by Miami Testing Laboratory, Inc. has' been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0619.08 Expires:08 /31/01 MI 48083 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 08/27/98 - I - Internet mail address: postmaster @buildingcodeonline.com Part No. 07322 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodliguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: httpJ /www.buildingcodeonline.com Stanley Door Systems ACCEPTANCE No. : 98- 0619.08 2 APPROVED p ';!: 2 'r 1998 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS > I a Aug. 31, 2001 1. SCOPE 1.1 This renews the Notice of Acceptance, No. 94- 0928.03, which was issued on November 10, 1994. It approves a wood swinging door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The wood swinging door and its components shall be constructed in strict compliance with the following documents: Drawing No. 05987, titled "STA -TRU: P/H ENTRY DOOR W/D -BOLT & SURFACE BOLTS, RECOMMENDED ASS'Y & INSTALLATION INSTRUCTIONS FOR P/H UNIT," prepared by Stanley Door Systems, dated July 7, 1994, sheet 1 of 1, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in the approved drawings. 4. INSTALLATION 4.1 The wood swinging door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Man 1 Pe z, P.E_, Product Control Examiner Prod ontrol Division Stanley Door Systems ACCEPTANCE No.: 98- 0619.08 APPROVED EXPIRES Lf a t i; ; , 2 1 1998 • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Atm. 31, 2001 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product.is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application w ith appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Manu Pere , P.E., Product C9trol Examiner Prod ntrol Division 3 IMPORTANT Final Instillation and PRInTng Instructions 1011 NEW WoRTRwC/1011 DOORS WITH W000 FnAWER win ewe erne ALLY art WARE. New Fee 2. ARC)GR MOM aoaeft NW W le eV... a nw seer eh eft MI el ti n.Ae, el be •••• - Now,. To rres • A ^tine ti rim ereleole M — m per Y need P THe aeren weer door Are • town were err, New an.. penes Y re rossarrel • Seel seed • lren see r le S ne ti reeeas Never emu a wet • led 1r ere ben ore to ewe r pee door ern • aaM/ an lee at w twee* • ems are - are • The enter dew dub. Mb• sees. Mee. eves areal a Nne nu Co oral DO NOT PANT WEATIQQTAR STANLEY DOOR STOUR Tree Y INeaa 7120 wedge Mote 1 )/red Michigan at THIS WORM A II 1111 WAY. THE FSRE _._ are.. rmew rearm ^elow e.. Ter r RATING RECOD>10 en at ate ere �w is MO LONDON van 1.• Stanley Door Systems Troy, Michigan 5 :.nee Reaea,ch hair. 20 Mirmie Rated Wood Erupt es San Antonio, Teem For are in wood, creel dud end pare h HER QA -400 wa11s. Mad be toed with Foe MMd door Reference No. 42031-03 sad hardware. 'l 3 r C A U T I 0 N • Oe re we ors eanra.e bred et beer r eve r be* we... • 0e b were eneeerrb roe •A 1e be Se.. er •eY• b er la - ore rreaear•n seo.alrw 07 ft... were, are. • Oar ram. MA ems ore area • Nora e ar we In err m e.. Ism ore ode • _ _ wrap •en Sol evolve e. 1.•r Wee eoleM/ Own to Mil Faun. Pay., proper ArblyOeN h•pb'a s.. Na/r foamy Ie peke/ dew, Teendwor deworettee bin ewe {web verde ff Poly of •• M,ra1Nr• ISM nth/ W.r.Wy. 01071 e I oir L8650 TN ONW,a STA -TRU THRESHOLD '5WING-IN' STA -TRU 'll 14 WEATHERSTRIP: " HEADER. MAUL. MAGNETIC W /VINYL JACKET. JAMB. /EAGER 4-9/16' MAUL: PONDEROSA PINE OR EOJ I VALE. . EATEN. LAIN Y EXTERIOR sntrts Al) UEXR T11550.0 WEATHERSTRIP. HINGE REF. SEAL -HI HEATIE/137RIP. LATOI MAT 1: SPEW FOAM AN RCr. SELF AOESIVE RACKING BRICKHOLO (OPTIONAL) HEADER: I-I //' X 2.0' MAUL: PELEROSA PINE OR EOUIVALEM. — WFATIER- STRIP: I EAGER. CALLX, LAT EX. EXTERIOR JOINT AND UDER TMESH0.O. SEAL - LATOI MAT'L.: EPCeI FOAM STA-TRU THRESHOLD OPTIONAL 'SWING -OUT' STA-TRU THRESHOLD O'TIQIAL • SWING OUT• BOTTOM STEEP NAT • L: IANL I1AOETER VINYL. SECTION B - B WEATHERSTRIP. LATCH. REF. STA -TRU THRESHOLD 'SWING -IN' SLAB - ENTRY DOOR: STA -TRU: 1-11/16' THICK, .021 STEI SKINS, 1.219 WIDTH OF WOOD OR PERIMETER X 1.610 THIOC. (STILES NO RAIL). 2•3/1• X 12.00' LOCKBLDOC, SKINS FA TENET) TO STILES AND RAIL': WITH NEO'RETE BASE CONTACT ADHESIVE COIF IS "O.YURETIME FILLED. 3.A0 SIT. 5: 2/1156/0 - 29.75' X 79.00' 2 /056 /B - 31.75' X 79,00' 2 /1006 /B - 33.75' X 79.00• 3/006/0 - 35.75' X 79.00'. SCRES. MOUNT ING •B X 1'. (9) REDO (SIF• :.LEO BY OTTER) 'FOR I)AOE COUNTY APPROVAL SEE !PEG IAL MONTING 1NSTR- UCTIII6'. (EAWOLT • SOLACE 100 SERIE!. I' TI-ROW OR EOUIVAI OJT . LOCK-CET - 1O-LAGE A• SERIE! 2 -3 /4' BAOCSET 1/2' LATOI THROW DR ECU IVALEYT /HUNT STRIPE RATES W /•B X 2-1/2• SCREWS. WEATIERSTR IP. HINTE REF. SEAL-MITRE NAT'L: MOM FOAM W/ SELF AOESIVE BACK ITO CAULK, LATEX. EXTERIOR .AIMS All UNDER T(IESHOLD E I0E BOLT MEN REDUI ) MONT WITH ( 27 X 1 -1/2 INTO CP AND OOTTON RAIL. 1" STRIKER WITH (2) r8 X 2 - I12' SEAL-LATCH MAT••..: CPOH FOAM CALLK , LATEX. EXTERIOR JOINTS ANA UNDER TNCESTELO. 5.500 34.750 WEATHERSTRIP: LATCH 2. 250 20.000 20.000 2.250 STA- 11111 WEATHERSTRIP: LATCH. MAUL.: MAGNETIC W /VINYE JACKET. SEAL •LATOI FLUSH 2/G 2/11 • 2/10 • 3/0 - 3.,.500 37.500 39.500 ♦1.500 2/6 - 31.500 2/0 • 33.500 2/10 - 35.500 3/0 • 37.500 SECTION A FRAME 1.0. LABEL ON HEADER. Br 15/16' TYP. B EH:OSSEO 'T STA • 11111 WEATHERSTRIP: HINGE. MAT'L.: VINYL COEYRESS ON. WEATHERSTRIP: 111 NGE A :I' / _ SEAL_ HINGE 0001 1.0. LABEL ON EDGE OF DOOR. Itl 2.000 2.000 2.000 BOTTOM SWEEP MAT'L.: COAL EUROPE VINYL. cAuucED. NMI' MCUNTED AND STAfLED.U/ l)1/2 X ' STAPLES, NOTE : ALL EXTERIOR .AIMS TO BE CALLXEO. 00 NOT SCALE THIS DRAWING TELERMEES W FRACTIOS a 1/164.CECIMALS 2.015.AN3J:5 Al•.ULESS OTHERWISE SPECIFIED. LT ICI VI'�IIII�I'I HINGE 1• X 1• .008' STEEL IN .234' WA. STEEL PIN. (3) RED O. ATADOENT SCREWS: TO 0001: (12).9 X 1.0' STEEL FLAT Hr All SCREWS. TO JAW): (i1 x •VII• All/ (1)/9 X 1/4' .1111 II AI II All !I I)) Wi. PRODUCT RENEWED .ACCEPTANCE Nn. � - 0‘./1,0S �_�tij I' \1`1!1.11 II1,V I1,\ I I' � � �� I'I' 11111 I LI .NI R1)I. 1115 III �11.I INI' IHG I_UAIPI.IANCI. PFICB 4 • DEs1GIJ PURE 2..o.TItJG 1- 43.33 -70.0 POSITIV 6 t�IEG�TI VE DADE COUNTY f ANN I Y 11(1( )11 : 'r' (F 111,1.11 .nn. •1•:/YV • 1.0.•N . r'f701)IJC1 ENr, I nn _LIT 1 nn: STA -Intl: P/11 ENTRY Ol)m W/O -(JILT L SNFAEC 151.10 pFIDRENXO ARV 1 INSTALL., 1104 INSTRUCTION! OF r /II WIT. AS NOTED 05987 RCM I r 1 - w•« MY o.ee logo wee 7-7-91 05987 1r9mrnm Nun RELEASED 1 0 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 17 - "K- Job Address4nq i(l f get 6■T. Tax Folio Legal Description Historically Designated: Yes �f Owner/Lessee / Tenant ( t) AA) A C 16'. F 64.74ci `( Master Permit # C o Owner's Address ,Q Phone /� f Contracting Co. &'5) / P't / /! s C'�' Address l-- ? d Ts " ' c kk . Qualifier g:1759.24 Q or 9(46 SS# State # O Municipal # Competency # - V/ IJ Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRIC " PLUMBING ECHANICAL ROOFING PAVING FENCE SIGN / WORK DESCRIPTION ( er Q l ' 1 nl A OVIYt ) 6f),\-cce <ev t Z--r NG Square Ft. Estimated Cost (value) 3 i ( D . p n WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: APPROVED: Zoning Building Mechanical Plumbing Signapt'o! Co(tractor or Owner- Builder dg/ My =mission Expires: FEES: PERMIT., " / J RADON C.C.F. NOTARY AGO, /#1. to Contractor or Own ui Electrical BOND TOTAL DUE 9� /2/-4 /T ate /44 ,9. Date OFFICIAL NOTARY SEAL JOSEFINA RODRIGUEZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC631684 MY COMMISSION EXP. MAR. 19,2001 Structural Engineer ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEW ARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR CRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY 1 OVEN ABOVE GROUND TANKS LAUPCRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER 1 MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK. POT /3 COMP. MOTCRS OVER 3- 5 HP MECHANICAL VENTILATION SINK. RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK. SLOP MOTCRS OVER 8- 10 HP ELEVATORS/ESCALATDRS . TEWCRARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEM6 URINAL MOTCRS OVER 25-100 HP COOLING TOWERS WATER CLOSET _ MOTCRS OVER 100 if VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS . A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • 'HEATER -NEW INST. _ GENERATORS TRANSFORMERS . HEATER-REPLACE . GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE • SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY - SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES _ . SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS ORAINFIELO, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK RE INSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL - DOMESTIC WELL AREA CRAIN ROOF INLET SOLAR HATER HEATER . FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL OWNER ADDRESS INSPECTOR '7 y ,, ?(22 't Shores Village, Fla. ()-(/// DATE / INSPECTION TIME READY PERMIT NO. "-1f 7 CONTRACTOR TELEPHONE NO. 1o,$ =4f 3 "/c2 1 Nr , 6 Dir DATE/' ���i Miami Shores Village, Fla. OWNER ADDRESS INSPECTION TIME READY PERMIT NO. CONTRACTOR TELEPHONE NO. ft/ 9 Aig 9T 57%t-e---t 4 /S - 8 .3 h S. &A_.t.Z• .35 C`d DATE !- G^ - P L INSPECTOR DATE (��'�/�� KA* C/ j E PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1 \ ?O Job Address \\ `� • e. `ko- \'t±-5-`C-1k Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant c\K\ s ,�( X \ Master Permit # 1 \ S 5 zt 3 J Owner's Address `\ \ t E q� —.ce Phone 30 \S Contracting Co. {� .t, x l p \)E e_L Address \1) )A—Ma 1Q ( 60:1 4 L I V Qualifier 1, kS SAP\)P r 0.AA1 ss# -C) l IS State # " 0 1 g;s J\ Municipal # 30— 21i9,7 O Competency # nnC)p gS'/ 3 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING I ECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN \5 WORK DESCRIPTION tz_l , \A)0 6L e ,k, 1 (C)-Y(cie Square Ft. Estimated Cost (value) 5 CC . (DC) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date My Commission Expires: Building Signature of Contractor or Owner- Builder Date Notary as to Owner and/or Condo President Date Not . as to Contractor or Owner - Builder My ommission Expires: ��VPq MELI K O . EDLSSER 2� �I� COMMISSIN DA # C 72265 8 EXPIRES MAR 8, 2002 BON DED TNRU 4'O ATLANTIC BONDING CO., INC. FEES: PERMIT RADON C.C.F. 0 NOTARY "0 TOTAL DUE APPROVED: Zoning Mechanical Plumbing Engineering Electrical ITEM BATH TLB UNIT FEE ITEM SWITCH OUTLETS UNIT t FEE �/ ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS ‘C; 2,67 HEATING DISHWASHER ,, RECEPTACLES \ ,2 ,0 A/C (WIND) DISPOSAL SERVICE TEWORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN ASPS DUCT WORK FLOOR CRAIN SERVICE REPAIR/IETER CWIUGE REFRIGERATION 1 GREASE TRAP APPLIANCE OUTLETS .. /*)z PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP \ 3", UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY ` WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER ' MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 If HOT WATER BOILERS SINK, POT /3 COMP. MOTCRS OVER 3- 5 If MECHANICAL VENTILATION SINK. RESIDENCE MOTCMS OVER 5- 8 HP TRANSPORTING ASSEM3LIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 If COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER _ FIRE SPRINKLER GENERATORS TRANSFORMERS • HEATER -NEW INST. GENERATORS TRANgCRUERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS CO,IERCIAL WATER SERVICE , SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTLRES SEPTIC TANK ANTENNA ' RELAY TELEVISION OUTLETS GRAINFIELD, 4" TILE/RES. VIOLATION PUMP S. ABANDON SEPTIC TANK RE INSPECT ION _ SOAKAGE PIT CU. FT. CATCH BASIN c C �, �'S o .e2 - T Ti DISCHARGE WELL 1 1 DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE - METER SET (GAS) • . GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL Miami Shores Village, Fla. OWNER X DATE) 0/ ADDRESS II I ()LC, ( 1_s 9 INSPECTION n 1 TIME READY ��� PERMIT NO. DATE Miami Shores Village, Fla. /� DATE 0 -2 2 OWNER (�4.6 4 ADDRESS / / / 4 V 9, St INSPECTION 1�� /h 61 A TIME READY id a. PERMIT NO. ,- 7 3 2, 2, CONTRACTOR alt4L-1,4-iL2 ,e,)-e.,474-eit_ 6ge a7v5 INSPECTOR DATE 0)c Date g Job Address !// 9 /t!r 9Q -tA' Tax Folio Legal Description 41/".y Historically Designated: Yes No Owner/Lessee / Tenant go AC Master Permit # • ) y 7,3 z z Owner's Address Phone Contracting Co. / D ✓,GtiC G 6 if Address /6yD /t/. v / ,5 T. Qualifier 6- 2)/17&S S' 6 SS# Phone 103) R - a-7 - State #Cf& o PX7 5 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL I ' LUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /� /ti /S 1 - Gt/AT -' f /'e (j\ /v /), i4/Cifejl ff,v.D aT /� / Dc J Square Ft. Estimated Cost (value) 7° WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL 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. Furthermore, I authorize the above -named contractor to do the work stated. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE _ � �� ,.n- y „ �IIXG Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT,' APPROVED: Zoning Building Mechanical Plumbing Notary a o ontractor or My Co 'ssion Expires: OFFICIAL j IA NOTARY %Mk GIADY51 �/II•LAR NOTARY PUBLIC SPAT OF mono COMMISSION NO. CC /14103 MY COMMISSION EX P. MAR RADON C.C.;. k a NOTARY BOND TOTAL DUE / Electrical P Structural Engineer In rn to . Q .l L7 x, 4 2 4 6 L . r Tost 0 tale, ZIP Code Postage Certified Fee t1.40 Special Delivery Fee $0.00 Restricted Delivery Fee $ Return Receipt Showing to Whom & Date De 1. -red $1.25 El ror I!Jdv 'ono! ujod Sd Return `S $0.00 4 , . g�i$ees I i $2.98 P or Date A m +► U Z 342 S.Postal Service rvice Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail ( See reverse Stick postage stamps to article to cover First -Class postage, certified mail fee, and charges for any selected optional services (See front). 1. If you want this receipt postmarked, stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier (no extra charge). 2. If you do not want this receipt postmarked, stick the gummed stub to the right of the o.) CC return address of the article, date, detach, and retain the receipt, and mail the article. u� 3. If you want a return receipt, write the certified mail number and your name and address rn on a return receipt card, Form 3811, and attach it to the front of the article by means of the gummed ends if space permits. Otherwise, affix to back of article. Endorse front of article n RETURN RECEIPT REQUESTED adjacent to the number. , Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee, endorse RESTRICTED DELIVERY on the front of the article. CO 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested, check the applicable blocks in item 1 of Form 3811., 6. Save this receipt and present it if you make an inquiry. 102595 -99 -M -0079. d HOLD HARMLESS Miami Shores Village Building and Zoning Department Miami Shores, Fl 33 138 RE: Property located at (address and Ill description) l i lq Me as eTa . Lo+ 2,1 17 8 Gentlemen: As legal owner of subject property, I request the A permit number 45 g69 issued to T 'NO fl 1L 5 , for t$e following reason: t) &Ppt, To Q Gam- t t —{ -te.E 11.1 O Q Date of last inspection: 12 • 17. _ • I hereby apply as owner - builder, or authorize (new contractor)X P O r_ ii (' `Dr C2 TUU. G2- k, P VlA r to apply for such p as necessary to construct or complete the construction on subject property. I agree to hold Muni Shores village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancaation of the existing permit or the issuance of a new permit. I furthermore assume responsibility, for the correction, if required, of work performed under permit for which I am requesting cancellation. Very truly yours, er's sigpatu e) 1 g 0 4 /68 27D 03 (print name) STATE OF FLORIDA COUNTY OF DADE: The undersigned, being the first duly sown, deposes and says that he'she is above property. - 7k Sworn to and subscribed before me this Notary Public, State of Florida at Large Date ( . ( , p Prime contractor (only if subcontractor holds permit or if of qualifier). Y SEAL VILLAR NOTARY M ?ATE OF FLORIDA COMMISSION CC714103 ( CO ION P• MAR. 1,2002 day of 00 of the - \%;g -08 -00 11:50A Certified letter: Z 342 964 159 August 02, 2000 Best Plumbing Services Company 6175 West 20th Ave., Suite 208 Hialeah, FL 33012 Re: Susan Ackley's Residence 1119 N.E. 99th Str. Miami Shores, FL. Dear Sirs: Sinc rely, � L er 3e (305) 892 -2379 P.02 A 7.c� Cvr:,54/tu .ors rt Due to the fact that your price on the new contract is not competitive and you are unable or unwilling to provide Workers Compensation and Employer's Liability Insurnace or exemption for all personnel on the job site, it is our decision to continue work with another company. GeneiaL Cont actoto /CGC 055868/1665 N.E. 137th Tewtace /N.Miami. FL 33181 305.892- 6507 /Fax 305.892 -2379 Miami Shores Village, Fla. OWNER �. ADDRESS INSPECTION TIME READY (� PERMIT NO. l 1-1)j C. 99 J'ir- DAT 3 43 CONTRACTOR 1 ''\ TELEPHONE NO. p.J' 9\-[9- �' 3 o/i 0 INSPECTOR v i�� DATE 91e267e:V Date ��J J Job Address Legal Description Owner/Lessee / Tenant )(,5rY \ `e Master Pen:ni l i N(F qq51-, Phone Contracting Co. ' E 1 �c G � ' Address ?36 A E ictgs+, - mss— 949 SS# Phone Owner's Address Qualifier State # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILD I ELECTRICA ' LUMBING MECHANICAL ROOFING PAVING FENCE SIGN ` • Le /.' GU Hi_ • /' i WORK DESCRIPTION ✓ Square Ft. Estimated Cost (value) q���! /•r ©0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above • n er and/or C • /6 I_I • • « NOT 1h YS GI A.DYSIVILLAR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR. 1,2082 Signature of Notary as o Owner an My Commission Expir 41, FEES: PERMIT RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ) l Cj 1\) E. 1 95i. Tax Folio Municipal # Presi, ent Dat Signature o�� ontractor o 1L ) ?S'p 4 03 Id -op Date C.C.F. Historically Designated: Yes Competency # Ins. Co. ntractor to do the work stated. Owner- Builder . otary as to ontractor oC Date s My Commis on E YSEAL LAMS I VILIAR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR. 1,2002 NOTARY•S� ✓ BOND 8.,/O -DO TOTAL DUE D 7 APPROVED: Zoning Building Electrica Mechanical Plumbing Engineering ITEM BATH TUB UNIT FEE ITEM SWITCH CUTLETS • UNIT — 5 FEE y 2,- ITEM SPACE HEATERS UNIT FEE BIDET L I GNT CUTLETS 50 7 CENTRAL HEATING DISHWASHER RECEPTACLES , ) A/C (WIND) D SERVICE TEMPORARY A/C (CENTRAL) OR INKING FOUNTAIN SERVICE SIZE IN AWS .7 ,.3 DUCT WORK FLOOR GRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE CUTLETS PROCESS AND PRESS PIPING I NTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN / • y .13 ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS 2LOTHES WASHER MOTORS 0— 1 FP STEAM BOILERS SHOWER MOTORS OVER 1— 3 FP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3— 5 I•P MECHANICAL VENTILATION S INK, RESIDENCE MOTORS OVER 5— 8 If TRANSPORTI ASSEMBLIES SINK, SLOP MOTORS OVER 8— 10 FP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTCRS OVER 10— 25 If FIRE SPRINKLER SYSTEMS ,dR I NAL MOTORS OVER 25-100 If COOL ING TOWERS MATER CLOSET MOTORS OVER 100 if VIOLATION I ND IRECT WASTES __ A/C WINDOW RE INSPECT ION I;TER SIPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER —_ GENERATORS TRANSFORMERS HEATER —NEW INST. —_ GENERATORS TRANSFORMERS HEATER — REPLACE —_ GENERATORS TRANSFORMERS LAWN SPRINKLER —WELL -_ SPECIAL PURPOSE SW 144 ING POOL —_ OUTLETS COMMERCIAL WATER SERVICE —_ SIGN TUBES EWER CONNECTIONS —_ SIGN TRANSFORMERS TILITY— SEER —_ SIGN TIME CLOCK TILITY —WATER -_ FIXTLRES EPTIC TANK _LAY __ — ANTENNA TELEVISION OUTLETS RA 4' TILE/RES. _ '_ V IOLATION AP & ABANDON SEPTIC TANK —_ RE INSPECT ION JAKAGE PIT CU. FT. A TCN BAS WM elf, ISCHARGE WELL :MESTIC WELL ICA DRAIN __ :OF IWATE LA LIAR WATER HEATER RE STAIL'PIPE AI PIPING fN SPRINKLER SYSTEM T RANGE TER SET (GAS) S ■ S PIPING PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL Subdivis to the above nam ly upon the express p ovision that the applicant will s of Ordinances Nos, 92, ' 3, 94 ,and 97, known as the s of Miami ore Village pertaining to remodeIln I1= `, o tures� N? 512 Owner, Lot /�"' +(� Block Street Addre CER.PFIC MIAMI SH B Approved use y pan Remarks: This Certificate of Occupancy is issue for building at above named location abide by and comply with all conditi Zoning, Electrical, Plumbing and B tiding Ordinan the erection, construction, alteration or TE co-F. OCCUPAN ES' VILLAGE, FLORIDA NG I IVISI 1 - -.. ... l'. - kir ..... - . . ...v, ..,,,,,,,,,,,,,,...,, 40•690 *Pilit ' • 51; Oww, Lo Stria A APProVik Romailis This Cowl for irt , • abide kw Zelda 74' 3 $44 "46461i, 4Ty NAT • • ADDRESS 1,,iJ n [11%;._ 77 S7 LEGAL / (0-t-11 / '/'' RECORD GARBAGE TAX PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER Edward J Derhae (o) /7-5// / . ,..--v /� / / /f /c. a�e f 6 ' /9V „ /2-51-i9 �� / -/ - spy / - -/ - To 427 /g/bvD- I. ,/ ,• /9 v ,( / .D 3/ - 5 ' ° / 9sf /Y, o o /2 2/ - s / o 0 - �-s - / / 395/0` 04 x 49144' . /f /�- /n9. a _ /Z 3/ - // /a." // .C-47 ___62traAal BUILDING ELECTRICAL PLUMBING Owner of Building Architect MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 5497 c ontractor or Builder'" g1 legal Lot / / B l . , Subdi- (/ /► Description SJ vision DATE Work to be performed under this Permit 7- r 194_ Contractor's / 6 7 6 License No Li B ildinssgof /6 q9 L�, �. ' 9 .4. Po ct Zr J Perm &g. This permit is granted to the contractor or builder named above to construct the building or to install the equipment or devie�e described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above ass es the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans ings or in e statements or specifications Signed• respon- sibility for work done by his agents, servants or employees. { . /' 1 .� c f By r ` P IN t. R o In consideration of the issuance to me of this permit I agree to perform the work covered here der in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the _plans, drawings, statements or specifications submitted to the proper auities of Miati ?r►ille. In acceyting this permit I assume onsib' 'ty for all work done by either myself, my agent, servant or employee. I O N TRA C / R OR BUIL X BY C OTRA AUTHORITY V OWNER'S NAME Epta .,T .I>..eHi91 PRESENT ADDRESS /ICJ & e,rz A /y1.8 LICENSE NO. 4 PHONE NO. 7/ // / e JOB N LOCATION (ST. OR AVE.) AlsoW , ! . 99-' LOT 4, BLOCK / SUBDIVISION J. S $ • GENERAL CONTRACTOR ai)i / t 7 ie ADDRES diroaE E 6209/ LICENSE NO. /676 9 BUILDING PERMIT NO. ��! 7 DATE l� / 7 � PERMIT FEE 5 ' BUILDER'S BONA NO. - - DATE f �l� / j EST. COST S 4 :5b40 o ZONE iC REQUIREMENTS .2 3 "0 CU. FT. PLAN CUBE IY/ / tf07 L CU. FT. DR AWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: ,,,4 /,/ S Ze+ DAATEE 7 X NEW CONSTRUCTION TYPE C,B .S STORIES ROOF CONSTRUCTION / AG E I TERIOa�..CONSTR_U�t 4.441E ,sc� /X OOR!/L E 4 .fs /, • 1 0 0 P REPAIRS DESCR IPTION n Q� ` 4 �J �/ hi/ .,P/• 1a� -,e %W7r/l .% e,4, i� qi -j , ,s- J vs ALTERATION DESCRIPTION oo // �j�� I /�Ag, cie�CyEAw - A.9 ED ADDITION APPROVED SUBMITTED TO PLANNING BOARD � // r2 REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD /I SUBMITTED TO VILLAGE COUNCIL REMARKS ////�� CERTIFICATE OF OCCUPANCY NO. 4 /// �,v �� J C ISSUED 4 BY ill J ��p� ���/ ( TO �//IGGY1la // ��i���L./7 BUILDING PERMIT AND IN5 RECORD -MIAMI SHORES VILLAGE INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT EY FOUNDATION 8 / '7 /S FEE TEMPORARY SERVICE 5 BEAMS & LINTELS /r ' 0 h,�' / ✓,;"S' oetil SEWER FRAMING 1 ��� f/ 123 «7 ,/ !/ 5 S GAS $ S $ $ FINAL /0" p 'ALS' RE- INSPECT BY RE- INSPECT BY CLEAN -UP i/' i4 ZWS ROUGHING CONTRACTOR 67Y /.L[//I/ /O /N C PHONE 7-24413 PERMIT NO. �) I DATE ? "/ '7 FEE S 7.S NEW BLDG. ,X I ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE 5 5 SEPTIC TANK /9Cf�sE ,�° ,�,i� Q o��•7 � p',1 i ///"� 7 s / a si, SEWER 5 S SOLAR HEATER 5 S GAS $ S $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING i/' i4 ZWS ROUGHING GAS =IS • H. W. HEATER CONN_ SEWER x +�-'��� RANGE CONN. SEPTIC TANK .67./7 Rik SOLAR HEM T FIXTURES & FINAL 1/3/48 T� / FIXTURES 1 1nrJ.12/26/4 / r/ 1•ICC 12/29/47 �v 1.1cC CONTRACTOR Hosack Electric Co PHONE PERMIT NO. 5772 DATE 10/15/47 n FEE 10.10 NEW BLDG. X I ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE 5 H. W. HEATER CONN. $ RANGE CONN. 5 MOTORS 5 FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE la/5 y p ROUGHING eY 1 /2 =IS H. W. HEATER CONN_ -3/ .•r iv- +�-'��� RANGE CONN. FIXTURES & FINAL 1/3/48 E -.f8 I t •t BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS (p) rj /. 31 APPROVAL TO POWER CO. FOR SERVICE DATE 1 J .0 Sent to _J .i Street • Number . ' • :. : r,'•.:.� - 'a wiligamiassmi Postage amim Certified Fee Special Delivery Fee 1 1' Restricted Delivery Fee I it Return Receipt Showing to Whom & Date Deliv erPh � jJ `rJ ;Q • OO Ret Receipt ` c • � ,MI Date, & Address TOTAL Post. Mg $2.98 0 Postmark or r - . 6 /4, USpS .Z •342 964 161 US Postal Service Receipt 'for Certified Mail No Insurance Coverage Provided. Do not use for International Mail ( See reverse) Stick postage stamps to article to cover First -Class postage, certified mail fee, and charges for any selected optional services (See front). 1. If you want this receipt postmarked, stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier (no extra charge). 2. If you do not want this receipt postmarked, stick the gummed stub to the right of the return address of the article, date, detach, and retain the receipt, and mail the article. 3. If you want a return receipt, write the certified mail number and your name and address on a return receipt card, Form 3811, and attach it to the front of the article by means of the gummed ends if space permits. Otherwise, affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee, endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of.his receipt. If return receipt is requested, check the applicable blocks in item 1 of Form 3811. 6. Save this receipt and present it if you make an inquiry. 102595 - 99 - - 0079 Miami Shores Village Building and Zoning Department i iami Shores, Fl 33138 RE: Property located at (address and 1521 description) 111Ct 4q c-512. 1A'Arta SFt s . + 1 C B I 17g Gentlemen: As legal owner ofsubjec property, I request the cancellation of permit number q S issued to J E►.1 t S sqtAtr N CO QT f S , for the following reason: U N (G Tn O " G 701= Date of last inspection: -- Per . Q ft I hereby apply as owner-builder, or authorize (new connector)' 4 11 61 PataG , lU c to apply for such permits as necessary to constr or complete the construction on subject property. I agree to hold Mani Shores village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (iincluding attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit I furthermore assume responsibility, for the correction, if required, of work performed under permit for which I am requesting cancellation. Very truly yon, down /9 �5 cm ous,-,(J i r k( (print name) STATE OF FLORIDA COUNTY OF DADE: HOLD HARMLESS g77-09 03 The undersigned, being the first duly sown, deposes and says that he'she is th above property. Sworn to and subscribed before me this Notary Public, State of Florida at Large DateOg.02? -0 0 Prime contractor (only if subcontractor holds permit or if cfiange of qualifier) aph lo A ?o - C 76) (print name) day of ?U' a s/; �bbd y OFFICIAL SEAL ri eilvci NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR. 1,2002 f the lug,- 0'8 -00 11:50A (305) 892 -2379 P.03 _; v Cv-e.lraotcvt i c.rn Certified Letter: Z 342 964 161 August 02, 2000 Lewis Steven Curtis 17620 Atlantic Blvd. #410 Funny Isles, FL 33160 Re: Susan Ackley's Residence 1119 N.E. 99th Str. Miami Shores, FL. Dear Steven: Due to the fact that you are unable to provide Worker's Compensation Insurance for your subcontractors or personnel on our job site in Miami Shores, we had no choice but to award the contract for electrical restoration to another company. / X 7elY' e ens Genet Convtactou /CGC 055868/1665 N.E. 137th Ta aoe /N.Mian.i, FL 33181 305.892 - 6507 /Faa 305.892 -2379 Date Legal Description Historically Designated: Yes Owner/Lessee / Tenant 5JS A ►■ f � L e Y Master Permit # Owner's Address yA Phone Contracting Co. 4_00 CON (, L)CT OA) CO2 P . Qualifier Dt- 'OC C 1/4 )6NS6rU SS# Phone (o) g9Z State # Cal: g 6 g Municipal # Competency # Address Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 1:5;(2. 2 WORK DESCRIPTION l4. oLinQa Q , N Cfis i2S Square Ft. y, S I ke 1C Estimated Cost (value)X WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Notary as to Owner and/or Condo President My Commission Expires: 1) nn FEES: PERMIT 5V APPROVED: / b D PERMIT APPLICATION FOR MIAMI SHORES VILLAGE J o b A d d r e s s i t a t✓ cfcr4A Tax Folio RADON Date Signa Address ! )35 Ins. Co. P , �� • O Date otary as to Contracto My Commission Expir CO gtiPBUil PTA MMISSION NO. CC7I41G MY COMMISSION EX?. ?AAR. i 2 C.C.F. ' ! �T NOTARY c BOND • TOTAL DUE / - O v Date Zoning Building l 1 " � Electrical e 9/1 %° Mechanical Plumbing Structural Engineer Zi 00 Dq 00 Date Name Building Official • Name of unicips A9s 1'V c -2 kd ,/`e Address Sin erely, City, State, Zip Installer Southeastern Metals Mani facturing Co., Inc. 11801 Industry Drive • P.O. Box 26347 Jacksonville, Florida 32218 1(800)342 -1279 FL WATS • 1(800)874 -0335 NAT. WATS • (904)757 -4200 0 13? - 238 2 RE: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Sir : We are the authorized distributor of the Dade County Notice of Acceptance Holder for 20 GA. SINGLE STORM /���� Y SYSTEM under the 97- 0805.01 . This letter authorizes t`74� p c /Jj(vat oIJ to use our 20 GA. SINGLE STORM PLY SYSTEM approved under number 97- 0805.01 to be used at the following job: 6v S A N 1GK Le y Na me OfOwner ( Il gKi q1 GIP Job�'te A d dr ess I v� �4 I t 5i-toads l .G'u 9I \Authoriz d Signature fry) z Notice of Acceptance Holder JIM HORTON. VICE PRESIDENT Print Name and Title Acceptance No.:99- 0318.03 Expires:10 /10/2002 Approved: 07 /01/1999 MIAMI MIA sfl -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 20 ga. Galvanized Steel Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Internet mail address: postmaster @buildingcodeonline.com rancisco . Quintana, R.A. Director I of 3 Miami -Dade County Building Code Compliance Office BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division 10.4. Hornepage: http : / /www.buildingcodeonline.eom Southeastern Metal Manufacturing Co.. Inc. ACCEPTANCE No.: 99- 0318.03 APPROVED , J (.L 0 1 1999 EXPIRES 10/10/2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 97- 0805.01, which was issued on December 1, 1997. It approves a 20 Gauge Galvanized Steel Storm Panels Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96- 20GA01, titled "20 Gauge Galvanized Storm Panel System ", prepared by Dole J. Kelley, P.E., dated October 17, 1997, last revision #2 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy Helmy A .�?�takar, P.E. - Product Control Examiner Product Control Division 2 of 3 Southeastern Metal Manufacturing Co., Inc. ACCEPTANCE No. : NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies; shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of .3 APPROVED EXPIRES 99- 0318.03 Jul 0 1 1999 10/10/2002 Helmy A. akar, P.E. - Product Control Examiner Product Control Division • ANG2E 10 WALL UTAH 1/1'.7' Cleo Pone uot• Ya.on loll ./1 1/4' Cdr. Washer & WoN.,•d Wnged Nvl� Steel Spring NA )'.1/4'/20 Her 11101 Boll 1'.1/4720 R0.1 COI- in Anther O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM) N. T.S 1/4'1 Wood to Sere. 1 1/2' Yn, Embedment 1'•1 /e %0 Wood Bushing /1'.1 /1 /20 He. Head Boll Sleet Spring Nut tl 1/1'.1' Sidewalk Dolt a n Wood fromng PANEL 10 ANGIE Of TM ANIa r 20 WAIL or TAR 1/4' YAK ©STUDDED ANCIF / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAMFI N.T.S 0 .. w Door 1'4' 0.125' or 2'..' 0.175' Atom. Tub or 2' 4' P.T. Wood /w Stud horning 0 16' a.. f r 6 P.T. Woad Stud Framing 0 24' ..0. .1 0e. Heed 0011 1'01 /1'/20 Rawl con-In Anchor 1/1'21' Sidewalk 0011 1'.1/1'/20 Rcol CaM1 -n Mcnw 2 5/0' Sint 1 /00' Spring Nut SIde.e. Ball a PANEL 10 AND Of 1411 © HEADER / STUDDED ANGIF MOUNT SYSTFM N.T.S 1/4 Wood lag Ser. 1 1/7• Yln. E..b dment 2 1/4•1 4 1/2' Log Screw 0 24' 0.0. leer ./1 3/4 Penel,ollon in Cenl• al Stud. •TINS DETAIL %MY BE USE0 AT 10P OR 0012044 Of PANELS WALL MOUNT SECTION (BOTTOM( N.T.S rID 1/ • • 0003 LAC . M 1/ 4'03• CLC0.egt 004 ■3130017 SOLI wM 1 1/1• Cele. 1aren • .00440 10.0 *Jr 1/ / 11 1 1'/ / 1 9 D in ANOr 10 WAIL Or1AR STUDDED ANGLE ANCHOR SCHE0 A.( JUIN. 2' EDGE DISTANCE) ( 1.313.11 Le55N.1 1111 1 /1'/11 e r R11r ,A 1q; COmm DUO 1/1 M. MIN tlnl 3] •1 13 ANCHOR SCHEDULE (YIN. 2 EDGE DISTANCE) 3 IUK 000.0 v L 0010[13 1/• A•el 000 - 4100 • * C *' 11 WAD) CO Comm 1/1 C044RR Oat MK wM [••310, ••01 1 /•• 1/1 0 11 1 CO3 09K0 .40, way MM 1 11/• 10•1. MEMO,/ , /1 nW .0111 ••• 1A1•1• 10.1 •M 1 I/•' Cat. WAVES • ••••1C0 10110.1 Mul 11/4' moat 0 1/1•.1 . 04•*u 10.1 43/4' • WADI 13 14 1.1 13 13 E1TMT 111C1111_0.44 tI104o..• I()-256L Dy PR ODUCT CU\'TROL DII TH DL9LDT1 G CODE COMP [ 4 /4' WAX. 1/4'.1 1/2' Concrel. Odra Not ./ Eeponiron Anchor 51111 Spring Nut S:de.olk Boll 1/4'.7 1/4' Topton ./Hee Hew/ 5c PAN([ TO ANGLE 0(409 / TOP & BOTTOM MOUNT SYSTFM N. T.S 0131140 InNeru.l 1031*. •001 ANCHOR SCHEDULE (MIN. 2' EDGE INSTANCE) enact 0000 9 14 ° 0 l J 1/0 MR C•10 -111 * 140 0 /4' � 1 e1 1a1.M •011011 /. 1/4 I■? .LM 4t• 1011. •• 1 1/1' WM. (01440:01 • . moot 1011 - M .MOO. • *POW fa 0011 10.1 (3/.' • .440) COI.. CM 1/e /• ['co *wet 009 10300.• "XI •M 4/.* /:mum. 0 *0* 13 q• '*01 AYAAAA1 I0, 44 *Alt 11*CM 00.•. "001 0.0•41I 10, M' ••0, ..KIM 14111/.0. R0O OA, IM 13 OC 0'•40 APPROVED AS COMPLYING WON MN SOUT11 FLORIDA DUIIDING CODE DA1 ► •• 1g 9i BY / / / /C!� /_ , - PRI • IROL DIVIS.ON BUILDING CODE COMPLIANCE OI110E ACCtPIANCE N0. 47 - 6R1).5I) 3 J 5OIJIKASEE1 ll MEEALS 20 GP( 5100A PANS. 915111A 1. 010. " coals 1/, pro u 1YYSdr ��b•?OG i Y 2 of 2 ."A 1 7 /s' (17P) 1 7/8 .573 - 6 %Am' moon. - no. •� nen T f IM- I +- 1 •T' --. me' 15.575' 13 COVERAGE 1/2' I 4 S/6 0.114 R 44.29• [._.: 19171,181. ® TYPICAL 20 GA GALVANIZED PANEL F ALUMINUM HEADER CHANNEL DETAIL 3 1/ -- 0 5 . 500 • S/ CLNCH SIUD g STUD ANGLE 11.11111L-62111 I. MM 9111511 a KDCKO N A cOnDAnCL 550 Mt IOIIM 01.000A suolooG ROC OM COOKS. NO 00 IMO MONAM CANT (0000 I. P07301 W 1005001 WPM PItIN•e CALORLIOSS full K 5•101010 N ACCO•oua MM AWL 7-01 01001 00501 ra &Ame3 we SIRS SIO/CIUII 3 510511 PNKU Poo K AA IS GAMS CYI.MANI (053%') COsaw10 10 ISM 413 IwKwI1A1 caw 30 005 511. ft • POP. ALWMN C101YfWS MAU K 1013 - 111. 0.0.50 • mart! mama MAIL K NOW Sr • Or KM (IS Or IC matt 050 5.1 or OK 5wl•IG we awn we OWL K LAKUI A3 7011000 30411• KIM{ IAN/A[7a0C C0: 11C O01407\LC •SO• OAK COAT 110004I taws A•►10010 • 10 VIII Kw0 -11AK OVIOKw0 sox. KMMOO IAMS3 NM Mina KOS AM0 PCNC 4430 AI IA -IPM KMt6 At [0101 150 3 S. ALL 6610 MM NA0RII 5041 K 64••••• a 51504710 ItIlt ■M A moon/ f3 . 33 10. 7. MAIN* 75[0(0500 0 NOIC• MKN AK OR IuIRACON(Y 11011•01AO00 O 0.511141 10 K Ilan N 'SWUM Kin1O • We a •1105 KIM13 50M VAT K N111044410 AI MOD Mama 001010 PAMU VAT K 0ONRI M■l01t411 M•K AMCAMC. • M K1AL3 AM YICnCApOq 95005 Kato KPKK51 nit IMONCO 550OSIO (a OARS. CICUC M9 toSOOV {IAIC 501 5001594E 1151WC N ACCOMSQ 550 OAK mein 51010Cse PA 501. 504.550 701 K901 • •51(5 CO CIS 52-51 •0041 ea 16 (MAUI ALL0AMt KM. (OAR 5051st . $I3 1KGAI01 - LI S /8• HOLE (1 TP) 1 1.375 • RCP. 60' SILL (• • • • • 86' SILL 1.D00� 2.000 68' SILL ®PATIO SILL DETAIL 44' SILL 7/8'- ) - 56' SILL 7/8'- X 5/16 SLOT (TYPICAL) 86 SILL I • • • • • • • • • • HEADER CHANNEL LAYOUT 3 1/4'-•1 50 6 1/2I./.6 1/2:1.6 1/2:1+6 I/2" 6 I/2.. 6 ANCHORS • 5,. • P 8 ANCHORS 10 ANCHORS 12 ANCHORS .. S 30 • i 13.00 }-- .---}- lsoO :-4 -13.00 .---4 • , 6.504 6.30 -4.30-4 6.504 6.30 6 ANCHORS 2.00 - 1 13.00 I3.00 - 13.00 -}- 53.co•---1 54• SRL • • • • • • • • • • • 4so•} 4.30•} sso•} 6.50 s.SO } 6.30 4.58'4 6 ANCHORS 1.50• -4 F- 13.00 -}-- 13.00 -f-- 13.00 ---}- 1300 13.00' -4 ��II Note: Reinfo panels with stitch bolls and spring •113t of mid -spon secure {„ ..{ of eoch lop joint. HOLE LEGEND • 7/16 IHRU HOLE • CLINCH so.* I' .50 }6so }6.50 }4.30 }4.30 }6.50 +5.30 }6.30 }6.30 10 ANCHORS 4.00• -4 }-- 13.00 -f-- 13.00 -•F- 13.00 -4.-- I..00 --+- 13.00• -4 13.00• -4 I. 6so } 4.08 1 4e•5O4. 6.30 4.30 .5016.50 }4.30 }4.50 17 ANCHORS STUD ANGLE SILL LAYOUT 2 I 3 1 4 I I 9!_ 0 - 2 PRODUCT RENEWED ACCEPTANCE No. F? -h3/ Y • 0 3 FJ PLRATION DATE F 0 • - 7002- By PROD Ir- r. \TROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA1 )gA7 BY PRODUC NIROL DIV!S.ON BUILDING CODE COMPLIANCE WIC( ACCEPIAICE NO. Q7 - 1 /SO. 5j.O w 1��.• M.. N. w.•I ►• Ib•NNI /L•P Inn. 5OI)5fAS1E» ME015 '' 505 uN (1 w�� .c. 70 1 6i. 5106L 5151EM 0Cl ti 0.1091 I• HANSA. I OF 2 SEMCO STORM PANEL FACTS The Galvanized Steel Storm Panel Hurricane Total Envelope Protection System is building code listed by Metro Dade County Florida, U.S.A. Tested by one of the toughest construction standards worldwide. Wind and hurricane storm panel protection is mandatory in Dade. Broward and Palm Beach counties and is also building code recognized nationwide, particularly in coastal or high wind regions. Regular carpenter tools listed in the installation instructions are all that you need for Do-lt- Yourself Storm Panel Applications. - Our storm panels system has been tested with a variety of alternate fastening hardware for both concrete, masonry, stucco, block or wood frame application. I) Tapcon screws into concrete masonry. 2) Lag screws into wood framing and 3) Sidewalk or hex head bolts secured by a tamp -in masonry or concrete anchors are all typical examples of different corrosion resistant fastener hardware combinations that are all code approved for both storm panel mounting systems. The detailed installation instruction pamphlets are available in English and Spanish. They provide easy to follow, step by step instructions. The bilingual material selection guide located in the installation pamphlets will provide available size and quantity take -off information necessary to confirm your materials. Our system utilizes standardized 44 ", 56 ". 68 ". and 86" panel lengths to provide hurricane high wind and impact protection for most typical sized window and door openings. • The stitch bolt secures panels together and is located at panel midspan and provides excellent impact protection without unsightly side mounting hardware. Th is secures both panel layers together. • The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available. • When pre - drilling for tamp -in anchors and accidentally break into an open all of the concrete block the expansion tamp in anchor may still be installed utilizing this special tool (Kline expansion anchor setting device). This device does not require impact setting. • A 1/8" pilot hole for wood frame construction or 1/8" pilot followed up by a'' /r" hole for masonry construction. Expansion anchors are typically drilled to a maximum depth of between 1 "- 1 -1/8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly. • When installing storm panel sections the next corresponding panel is to lap over not under the normal left to right applications. • The product placement form, located in the detailed installation pamphlet will record the number of labeled or numbered panels required for each opening by its specific intended location. • Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is first applied. Typical paint may match the trim or wall color to accent and conceal mounting hardware. See your paint specialist different types of paint tend to require special attention. • A minimum 2" edge distance for concrete or masonry opening or %" edge distance for wood frame openings are required to insure correct fastener edge clearance. • Storm panels provide hurricane protection without lapping past the window opening. • A wing nut driver tool is available for both screw gun and hand ratchet screw driver. • To meet building code standards, after the initial mounting hardware is applied, storm panel systems are designed to be installed without the use of special power tools. • In areas where storm panels are required by building code and also for existing buildings constructed in code required regions, typical mortgage insurance premiums are sufficiently reduced when the application of approved storm panel protection is provided. • The tested wind speed rating for the SEMCO Storm Panel Systems is approximately 140 M.P.H. This exceeds the average building code requirements of 110 M.P.H. wind born water and flying debris protection. • Approved fasteners for proper installation are critical to confirm building code requirements. • Furring is a means of adding a spacer to set out away from the wall or glass of a window. • Proper care in storing and handling panels is essential. Panels not being immediately installed MUST BE KEPT DRY. Ideally, panels should be stored in an indoor area. If indoor storage is not available, extreme caution should be taken in order to prevent moisture penetration of the stack(s) by rain, snowfall, or condensation. Whether storing indoors or outdoors, the panel stack(s) should be stored off of the ground on wooden blocks, with one end slightly elevated. A loose canvas tarp or waterproof paper should be placed over the stack(s) but never tightly secured to the ground in order to allow proper airflow to occur. Plastic tarps should never be used. The plastic will only create and hold condensation. • The 20 Gauge Galvanized Steel Storm Panel System was tested at *71.5 PSF and —55.0 PSF and with a maximum of impact deflection 2 -5/8". Deflection is the minimum clearance required from window to the panel. Wind forces are defined at pounds per square foot in pressure and vary with height and location of the building. • SEMCO maintains a toll free technical support Hot Line 1 -800 - 737 -7327 or 1- 800 -SE -SPECS with a team of qualified technicians. Monday through Friday, 8:00 . am to 5 <00 pm EST.. Providing information on building permitting, custom lengths, special applications and general "How To" information. Building permitting forms areavailable where storm panels are purchased. h e ..a�. 14�� t i. Date Legal Description Owner's Address i Q- Contracting Co. Qualifier rr•A CATPI -(,e O (,g•C 061\656k) SS# __ Phone 05, b State # �� �' (�j'S O �� Municipal # Competency # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one) BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 04 C+c gi ekXR 3>Qo Q WORK DESCRIPTION lJ VRkto "D7nQs a2 61 (ot 02 (sAc T A7 \ t i,Sl W9o.. )c CP m)t N C S \ Q C IA ) Z Square Ft. Estimated Cost (value) 500r) OP WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. 1..• r Con �! `�? C q t j IAR Date NARY PUBLIC STATE O FLORIDA COMMISSION NO. MY COMMISSION EXP. MAR.1 as 0 er ssion Expires r and/or on an Signature o Notary My Co �o C Job Address 1�I `7 /�/. V V Tax Folio 694- 16 ,7L 17 ' / Tenant 3,Ft f,) I "(7%uc 1 t otj CORP do President Date S • 3-0 FEES: PERMIT' /,f O RADON C.C.F. ut a- NOTARYS APPROVED: Zoning Mechanical Plumbing PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Address Historically Designated: Yes No Master Permit # ( 55, 9 74,,, Phone tart' s to Contractor My Commission Expire Building Electrical I ► - 205 - oI Q-6oso 1 NE (37'` iwQ . Ins. Co. /4 cv tZQJird tttc-, , r ,t7„m W dleSTA 1, • COMMISSION NO. CC7 MY COMMISSION P. MAR' 1 002 BOND .ma TOTAL DUE Structural Engineer 2 %Z 9/ v,4 ate 0 Huu 31 2000 08 ".' - , I' S Hialeah - le -< rr<tr1 1 Ur, W 1 NDOWS , 305 286 8145 , U 30b88"eeJ ly PRODUCT CONTROL NOTICE Yale O org n Manufacturing Co., Inc. 61i West 18 Street FL 33010 of: • OF ACCEPTANCE Your application for Produ - "La Francai's"Aluminu rr Oulsrvirlg French Door with Sidelites under Chapter 8 of the Met - .alit- . tt+ade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. W97 -18, Sheets 1 /lira 3 of 3. has been recommended for acceptance by the Building Code Compliance office to be used in Dadc County, Florida under the specific conditions set forth do pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, o malnalshould any arnmcnd product c►�ts to the South Florida Bui d The Ing applicant shall re-evaluate this product or mate Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this'approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing'will be incurred by the manufacturer. Acceptance No.:97- 0815.09 Expires:07/22 /Q1 V THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE con-lt`1ITItE This application for Product Approval has been reviewed by tlhe Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Commiucc to be used in Dade County, Florida under the conditions set forth above App roved: 07!22/98 -1- Internet matt address: postmesterebulldtngcodeentlne .Cam P.01 ' METROPOLITAN DADE COUNTY. FLORIDA METRO -OADE FLAGI,ER,BUILDING 9UILOING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 110 WSST FLAGLER STREET. SUITE 1603 • MIAMi. FLORIDA 33130 -1583 (305) 375 -2901 FAX (305) 375 -2908 Z4 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rodl:igucz Product Control Supervisor _ //7,/ C hat'It.s Director Building Code Compliance Dep. tvletropQlitan Dade County Itomepage: IiltpjIwww .bUIldIngeodeonllne.com ItODJrts my I/ ' novae. 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(Mies/ I Amp 2 ARt 5(015(0 aN ALL M %Nt UMS 700 Zan MD 40110m .SOLID LSE 0r10u 3 0A • '('0* •••0. 00.1 Is IMLOC OA 64S110C• 10 112 Or S((1 CA4•0 5111 mutts nut 111(1 twos ILVSI 401.1$ 400• ANO 121(0 10 K Or 2•14• 0131.4 atm .204 all Tlttt tS14$%0N 400 640 I /2 Ow Nr501. 111. wont; l0n AID 40T1068 Ruff KOS 144) K (A416(D maws man Or MJAACAK ..A.00• ,' l.• I(1► GLASS • 1122!11( AI WOO1 GLAst 0 W000 SOCKS 502 07 TALI, MUST SVSTMN LOADS 0 4)0SE0 WMZIN GG SYSTEM *N0 1RANSCA .TM(U TO THE &CINC STRUCTURE. t' .: a.... , 0V• ..1001 ►')�ir:0 U cream IYq III 2IA1.4(IuIt 1 S!A :C r.0TOl 5120(25 COS( 1/A K ( 1 1161 2 WI M it Atir .1e1 , la OitoN gel MOMS (tat COJ7L11AUT 0210 KWINTU 0 ft /t• 07 `� I al i • a. 05 s 0 l n ; 0 a: 0 a • < r • - If I- 0 0 u . h 1 L NO 2 = •4• W97 -1 � 11y1 04 L 1 • Yale OPron Mfj Co. hie. ACCEPTANCE No.: APPROVED EXPIRES 97- 0815.09 JUL 2 2 1998 9 200+ NOTICE OF ACCEPTA S TANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents. are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved. c) I f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product: d) The engineer who originally prepared. signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use. and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product. for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Dade County. Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. whet it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer does not need to reseal the copies. 8. Failure to Comply %vialt any section of this Acceptance shall be cause fi`r termination and removal of Acceptance. • 9. This Acceptance contains pages 1. 2, this last page 3. Manu Pcrcz, P. C., Product Produ taro! Division CND OF MS ACCEPTANCE - 3 - trot Examiner Hut? 31 2000 t4b:lb rm rtC.l•11u1'I W1'NUUWS • •I I Yale Pon T . o. Inc. ;.iuui ebb ti 1 4J 10 �i10JtibGG i fb ACCT PTAr'C1: No.: 97- 0815.09 APPIWNED Cxi'IlzEs NOTICE OF ACCEPTANCE: SPECIFiC CONDITIONS 1. SCOPE 1.1 This approves an aluminum outswing French door as described in section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, (SFBC), I 994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION . 2.1 The "La Francais" Aluminum Outswing French.Door with Sidelites and its components shall be constructed in strict complittnce with the following document: Drawing No. W97 -18, titled "Alum French Door w /Sidelites ", Sbeets I thru 3 of 3, dated 08/05/97, with revision D dated 06/16/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hercinafler be referred to as the approved drawings. 1 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with sidelites, as shown in approved drawings. Single door units shall include 311 components described in the Itctivc leaf of this approval. 4. INSTALLATION: 4.1 The aluminum outswing French door and its components shall be constructed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will r c}iui a hut ricalrc protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturers name or logo, city. stale and following statement: "Miami - Dade County Product Control Approved" 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by two copies of the following• 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings. as identified in section 2 of this Noticc of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida fluiltling Code (SFDC) in order to properly evaluate the installation of this system. GL_- F'. Jb - JUL 2 2 1993 JUL 2 2 2001 Menu Perez. 1'.1:. 1'roduct Exnmorei Produ onunlDivision ** TOTAL PAGE.06 ** MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7840 N.W. 62nd Street Miami FL 33166 Acceptance No.:99- 0329.01 (Revises No.: 98- 0709.05) Expires:10 /31/2001 ✓ Approved: 11 /18/1999 I of3 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 - 2 22901 FAX (305)375. CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 - 2558 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372 -6339 Series 238 Aluminum Casement Window - Non- Impact and Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Offic: Interact mail address: postmaster ®buildingcodeonline.com Homepage: http : / /ww•w•.buildingcodeonline.com Construction Glass Industries Corp. 2of3 ACCEPTANCE No.: 99- 0329.01 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ProducControl Division NOY181999 EXPIRES : October 31, 2001 1. • SCOPE 1.1 This revises the Notice of Acceptance No. 98- 0709.05 which was issued on 08/20/1998. It approves an aluminum casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 238 Aluminum Casement Window — Non- Impact and Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -100, titled "Series -238 Aluminum Casement Window " Sheets 1 thru 6 of 6 dated 12/04/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the install lion of this system ?' e .t., .o Manu l Perez, P.E. Product ntrol Examiner Construction Glass Industries Corn. ACCEPTANCE No.: 99- 0329.01 APPROVED NOY181999 EXPIRES : October 31, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this list pare 3. Manz .Perez, P.E. Product C Product Control Division END OF THIS ACCEPTANCE 3 of 3 Examiner t SNUBBER ` IMPACT VINDOVS ONLY VENT VIDTH VINDOV VIDTH . EXTERIOR D L. OPG. . GENERAL WINDOW SECTIONS I- = W a z z W a a FOR GLASS TYPES, REFER TO SHEETS 3 AND 4 OF 6. a a -I INSTRUCTIONS FOR USING THESE CHARTS: STEP 1. DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW. STEP 2 OBTAIN CAPACITY OF WINDOW /GLASS TYPE FROM APPROPRIATE CHARTS. A) SHEET 3 FOR IMPACT RESISTANT. B) SHEET 4 FOR NON- IMPACT RESISTANT. STEP '� SELECT INSTALLATION (ANCHOR) TYPE FROM DETAILS ON SHEET 5 AND CHART ON SHEET 6. THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR EXCEED THE REQUIRED PRESSURES. c D.L. OPG. 10) VENT VIDTH 2 1/2' V INDO V VI DTH _ I • N 1 U a. 0 0 WINDOW WIDTH VENT WIDTH WW -2' D.L OPC. WW -7 17 MAX. 24 MAX. TYP. I _ AT SHORTER SIDES � ! � / II 1I II II II II �; N 'I N TYPICAL ELF,VATION / N FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. 6 MAX. TYP. AT HEAD /SILL CORNERS SURFACE APPLIED FALSE MUNTINS OPTIONAL NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORIP PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Engr. DR. MUMAYOUN FAR000 STRUCTURES FLA. PE j 16557 OCT 111999 d U, W 0 U, CC W z O APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA Mo-re,g010 . /P 19 ! G 9 BY PRODUC .1 ROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE HQ 99 -e2_ 0/ z 00 0 a (0 Z W I O o ,..: lc , N Q 8 ...., O a 0... X O N `r U W ^ O Z " O 0 z ¢ ¢ c I O o_ 2 N R: vi cc 0 W N F4 1 5 ,..1 ZN cj dw ate 0 0 0 •v CL O U 6 z to (n I- w w H- N C • 0 S .0 a u t drawing no. W98-1 00 (sheet 1 of 6 ITEM PART I QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS' 1 CGI -373 4 FRAME 6063 -T6 [INDALEX OR EOUIV. 2 CGI -378 4 VENT (5/16' LAM. GLASS) 6063 -T6 INDALEX OR EOUIV. 2A 3 CGI -374 4 VENT (3/16' L 1/4' GLASS) 6063 -T6 INDALEX OR EOUIV. GLAZING BEAD 6063 -T5 INDALEX OR EOUIV. CGI -375 4 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP -425 AS REOD. FRAME VEATHERSTRIPPING SCHLEGEL APTUS 7 0200 X190 AS REOD. VENT VEATHERSTRIPPING - SCHLEGEL 0 -LON 8 35 -10-00 -101 2/ VENT 4 BAR HINGE, AT TOP AND BC•TTOM STEEL TRUTH, ATTACHED V/ (6) N8 X 3/8' SS •MS 9 24 -13 -00 -202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED V/ (2) *8 X 3/8' SMS 10 - 2/ VENT .110 THICK LOCK KEEPER. AT FRAME JAMB FACING LOCK STEEL 1CGI, ATTACHED V/ (2) *10 X 3/8' SS EMS it 10A 21087 2/ VENT LOCK KEEPER, AT FRAME JAM' FACING LOCK (STEEL I TRUTH, ATTACHED v/ (2) *10 X 3/8' SS SM 11 23 -20 -00 -101 1 OPERATOR HANDLE I STEEL TRUTH, ATTACHED v/ (2) *8 X 3/8' SS S145 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED v/ (2) *8 X 3/8' SS .;MS ( 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREVS - *10 X 1 -1/4' SS S145 VENT CORNER ALL FRAME ANO VENT CORNERS-TO BE SEALED WITH GE S1LPRUF OR EOUN. FRAME CORNER 2.625 CORNER KEY .060 THICK ST. STEEL x FOR NON- IMPACT VONDOVS VITH 3/16' ANN. GLASS ONLY CORNER KEY .062 THICK ALUMINUM Engr. DR. HUMAYOUN FAROOQ STRUCTURES FL/L PE j 1 6557 OCT 1 1 1999 2.075 FRAME 1.875 VENT (5/16 LAM. GLAS! 1.757 .090 TYP. L 1.222-I VENT (3/16" & 1/4 G. VENT (3/4' INSUL. GLA.: GLAZING STOP APPROVED AS COMPLYING WITH SOUTH FLORIDA BU !DING CODE DAT /1 PROOU 1 TROL DIVISION BUILDING CODE COMPUANCE OF- CE 3CCEPPrANCE NO. '19 4 32 '- 2/ ' t� : Z 1.1 t.l >1 3t a 1 0 • • a 0 ‘ Z c t c O p U CC 0 f1 — Z . Oto U r-. i a drawing no . W98 -100 Sheet 2 of 6) PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '1' GLASS TYPE '2' GLASS TYPE '3' WIDTH HEIGHT ' EXT. ( +) 1NT. (-) EXT. (+) 1NT. • (-) EXT. (+) 1NT. (-) 20' . 2 4 ' 28' 30' 32' 36' 70.0 70.0 110.0 192.3 110.0 219.6 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 120.0 110.0 120.0 60' 70.0 70.0 110.0 112.2 110.0 120.0 70.0 70.0 103.5 103.5 110.0 120.0 64.7 64.7 89.7 89.7 110.0 120.0 20' 2 2 8' 30' 32' 70.0 70.0 70.0 110.0 169.0 110.0 169.0 70.0 70.0 70.0 110.0 120.0 110.0 120.0 66' 64.2 64.2 110.0 110.1 110.0 120.0 70.0 60.6 60.6 101.0 101.0 110.0 118.2 57.5 57.5 93.2 93.2 105.5 112.2 20' 2 28' 30' 32' 72' 66.4 66.4 110.0 120.0 110.0 120.0 56.1 56.1 102.8 109.3 102.8 109.3 48.9 , 48.9 89.6 95.3 89.6 95.3 46.0 46.0 84.4 89.8 84.4 89.8 43.6 1 43.6 79.9 84.7 79.9 85.0 20' 24' 28' 78' 52.0 52.0 95.3 101.3 95.3 101.3 43.8 43.8 80.3 85.4 80.3 85.4 - - 69.8 74.3 69.8 74.3 20' • 2 84' 41.5 41.5 76.0 80.6 76.0 80.8 - - 64.0 68.0 64.0 68.0 19 -1/8' 26 -1/2' 37' 26' 70.0 _ 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 200.0 110.0 220.0 19 -1/8' 26 -1/2' 37' 38 -3/8' 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 120.0 110.0 120.0 19 -1/8' 26 -1/2' 37' 50 -5/8' 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 158.9 110.0 203.3 70.0 70.0 105.1 105.1 110.0 120.0 19 -1/8' 26 -1/2' 3 63' 70.0 70.0 110.0 194.3 110.0 203.2 70.0 70.0 110.0 120.0 110.0 120.0 59.3 59.3 82.3 82.3 110.0 117.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '1' GLASS TYPE '2' GLASS TYPE '3' WIDTH HEIGHT EXT. (+) 1NT. ( -) EXT. (4) 1NT. (-) EXT. < +) INT. (-) 20' 24' 28' 30' 32' 36' 40' 42' 70.0 - 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 200.0 110.0 220.0 • 36' 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 186.4 110.0 220.0 70.0 70.0 110.0 161.5 110.0 210.4 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 120.0 110.0 120.0 20' 24' 28' 30' 32' 36' 40' 42' . 42' 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 183.6 110.0 220.0 70.0 70.0 110.0 168.3 110.0 216.5 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 118.8 110.0 120.0 70.0 70.0 110.0 112.2 110.0 120.0 20' 24' 28' 30' 32' 36' 40' 42' 48' 70:0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 192.3 110.0 220.0 70.0 70.0 110.0 •120.0 110.0 120.0 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 115.4 110.0 120.0 70.0 70.0 101.8 101.8 110.0 120.0 69.3 69.3 96.2 96.2 110.0 120.0 20' 24' 28' 30' 32' 36' 40' 42' 54' 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 168.3 110.0 210.4 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 120.0 110.6 120.0 70.0 70.0 110.0 116.5 110.0 120.0 70.0 70.0 101.0 101.0 110.0 120.0 64.2 64.2 89.1 89.1 110.0 120.0 60.6 60.6 84.1 84.1 110.0 120.0 3/16' ANN. GLASS 'DUPONT SENTRYGLAS R -457 3/16" NOMINAL GLASS TYPE '1' 1/8' ANN. CUSS . .090 INTERLAYER SAFLEX PVB 1/8' ANN. GLASS 1/8' TEMP. GLASS .090 INIERLAYER SAFLEX PVB 1/8' TEMP. GLASS GE -1200 GE -1200 GE -1200 SILICONE SILICONE SILICONE 5/16" NOMINAL GLASS TYPE '2' 5/16" NOMINAL GLASS TYPE '3' Engr. OR HUMAYOUN FAR000 STRUCTURES FU. PE / 16557 OCT 111999 L APPROVED AS COMPLYING WITH THE SOUTH FLOR►DA BUILDING CODE. DA . ' ' BY PROM, . ROL DIVISION • BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO 17 0 / Q. 0 U p Z U C.) 0 0 0 a 0 U Uj 0 C N 0 c (.0 O cv r= p0) n o> o Z o - - O co - W N c 0 c 0 0. U d b .0 c 0 0 ,c 1 • U 0 1 0 Sr. drawing no: W98 -100 CIEMEEMUI EXTRUDED GLAZING BEAD OPTIONAL 3/16" NOMINAL GLASS TYPE '4' ROLL FORMED GLAZING BEAD 3/16' ANN. GLASS 3/16" TEMP. GLASS GE -1000 GE -1000 SILICONE 11111111 SILICONE cr,J 3/16" NOMINAL GLASS TYPE '5' PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. WIDTH HEIGHT 20' 24' 28 30' 32' 36' 40' 42' 36' 20' 24' 28' 30' 32' 36' 40' 42' 42 20' 24' 28' 30' 32' 36' 40' 42' 48 20' 24' 28' 30' 32' 36' 40' 42' 54' GLASS TYPE '4' EXT. (+) 110.0 121.4 110.0 121.4 110.0 110.0 110.0 110.0 102.8 97.1 110.0 110.0 110.0 110.0 110.0 97.1 92.5 85.6 80.9 110.0_ 110.0 110.0 104.0 96.0 83.2 73.4 69.3 • 110.0 110.0 91.0 84.0 72.8 64.2 60.6 1NT. (-) 121.4 121.4 121.4 107.9 97.1 92.5 121.4 121.4 118.9 111.0 104.1 83.3 79.3 121.4 121.4 104.1 97.1 91.1 80.9 72.8 69.3 . 121.4 107.9 • • 92.5% • 86.3 . 80.9... 71.9 64.2 60.6 GLASS TYPE '5' EXT. (+) 1NT. (-) 110.0 220.0 110.0 220.0 110.0 220.0 110.0 220.0 110.0 220.0 110.0 210.4 110.0 189.4 110.0 180.4 110.0 110.0 110.0 110.0 110.0 202.9 110.0 180.4 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 •,., 110.0 110.0 110.0 110.0 110.0 110.0 110.0 _ 110.0 110.0 220.0 220.0 220.0 216.5 162.3 154.6 220.0 220.0 202.9 189.4 17 7.6 157.8 142.0 135.3 220.0 210.4 180.4 168. 157.8 140.3 126.3 120.3 PERFORMANCE VALUES OF NON IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS • WINDOW DIMS. WIDTH 20' 24' 28' 30' 32' 36' HEIGHT : 60' 20' 24' 28' 30' 32' 66' 20' 24' 28' 30' 32' 7 2' 20' 24' 28' 78 20' 24' 84' 19 -1/8' 26 -1/2' 37' 26' 19 -1/8' 26 -1/2' 37' 38 -3/8' 19 -1/8' 26 -1/2' 37' 50 -5/8' 19 -1/8' 26 -1/2' 37' 6 3' GLASS TYPE '4' GLASS TYPE '5' EXT. (+) 1NT. < -) EXT. (+) 110.0 112.6 110.0 95.4 95.4 110.0 83.4 . 83.3 110.0 78.8 77.7 110.0 74.6 72.8 110.0 64.7 64.7 86.7 86.7 73.4 73.4 64.2 64.2 60.6 60.6 57.5 57.5 66.4 66.4 56.1 56.1 48.9 48.9 46.0 46.0 43.6 43.6 52.0 52.0 43.8 43.8 41.5 41.5 110.0 121.4 110.0 121.4 110.0 121.4 110.0 121.4 110.0 121.4 104.5 98.5 110.0 121.4 110.0 104.3 75.7 74.7 104.2 77.9 59.3 104.2 77.9 59.3 110.0 110.0 110.0 110.0 110.0 105.5 110.0 129.4 102.8 109.3 89.6 84.4 79.9 95.3 I 101.3 80.3 I 85.4 69.8 I 74.3 76.0 80.8 64.0 68.0 110.0 220.0 110.0 220.0 110.0 220.0 110.0 110.0 110.0 110.0 110.0 110.0 145.6 110.0 203.2 110.0 110.0 1NT. (-) 219.6 186.0 162.3 151.5 142.0 126.3 169.0 143.2 125.2 118.2 112.2 95.3 89.8 85.0 220.0 220.0 192.1 220.0 203.3 151.9 117.0 OCT 111999 Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE I 16557 i ALT. GLASS TYPE '4' 3/16" TEMP. 3/16' TE GE-1000 GE -1000 SILICONE .d,, SILICONE 3/16" ANN. CUSS 3/1 ANN. GLASS ALT. GLASS TYPE '5' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA PRODUC ' CONT' IL DIVISION 81111.01$ CODE COMPLIAN OFFICE ACCEPTANCE NO. 99 ' Z 4 7- 19 i 3/4" OVERALL INSUL. ANN. 3/4" OVERALL INSUL. TEMP. In Z C 8 O U 5 t W • Z M «Q I 0 a. In 0 Mt C C C 0 U m o. i 0 0 C.7 w �� °' O N,:� "" 3J o Z 0 0 Q W r- : c 0 n. U •0 .n 61 0 '0 0 I I . • 0 0 .0 a C drawing no. W98 -100 sheet 4 of 6 #14 SMS S/S 1-7/16' MIN. WOOD PENETRATION INSTALLATION TYPE '1' SEALANT ° r • Q • ° v a BUCK INSTALLATION BY OTH INSTALLATION TYPE '3' N T E � . N N ■•• TYPICAL INSTALLATION DETA -t. ON ALL FOUR SIDES /USING 1rLQD SOD BUCK TYPE '1' N ataL L: PRESSURE TREATED • if • ►. . ON ALL FOUR SIDE$/USI 1 3/8' 2 1/8' WOOD BUCK TYPE '3' R1 L PRESSURE TREATED FOR ANCHOR PERFORMANCE VALUES SEE" SEALANT WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING •SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. OR' 1/4* TAPCDN 1114 SMS S/S 1 -7/16' MIN. WOOD PENETRATION INSTALLATION TYPE '2' INSTALLATION TYPE '4' Engr. OR. MUUAYOUN FAR000 STRUCTURES FLA. PE j 16557 OCT 111999 O TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD BUCK INSTALLATION BY OTHERS v L TYPICAL INSTALLATION DETAIL 9N ALL FOUR SIDES /USING WOOD 2 1/8' MIN. 2 1/8' MIN. WOOD BUCK TYPE '2' NATFRIAI PRESSURE TREATED WOOD BUCK TYPE '4' ,MAT RIAI L PRESSURE TREATED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 110 /3 AP BY L/ -: ice`•, PRODU CO.""• . DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Y — O $ 2-1- OZ O C ) C in 0 y v O N 0 0 0 s C ) co 0 ) V • 0 0 1 0 u C drawing no. W98 -100 (sheet 5 of 6 PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'C' • REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. WIDTH HEIGHT 20' 24' 28' 30' 32' 36' 40' 42' 36' 20' 24' 28' 30' 32' 36' 40' 42' 42' 20' 24' 28' 30' 32' 36' 40' 42' 48' 20' 24' 28' 30' 32' 36' 40' 42' 54' ANCHOR 'A' 220.0 191.0 163.7 152.8 143.3 127.3 109.1 101.9 183.4 152.8 131.0 122.2 114.6 101.9 91.7 87.3 220.0 191.0 163.7 152.8 143.3 127.3 114.6 109.1 196.5 163.7 140.3 131.0 122.8 109.1 98.2 93.6 ANCHOR 'B' ANCHOR 'C' 220.0 220.0 220.0 220.0 220.0 220.0 209.6 220.0 196.5 220.0 174.7 206.0 149.7 176.6 139.7 164.8 220.0 220.0 209.6 220.0 179.7 211.9 167.7 197.8 157.2 185.4 139.7 164.8 125.8 148.3 119.8 141.3 220.0 220.0 220.0 220.0 220.0 220.0 209.6 220.0 196.5 174.7 220.0 206.0 157.2 185.4 149.7 176.6 220.0 220.0 220.0 220.0 192.5 220.0 179.7 211.9 168.4 149.7 134.7 198.6 176.6 7 158.9 128.3 151.3 ANCHORS: AT 6" FROM CORNERS AND 17" O.C. MAX. SPACING. A = 3/16" TAPCONS THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY WITH 1-1/4" MIN. EMBED B = 14 SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -7/16" MIN. PENETRATION INTO WOOD C = 1/4" TAPCONS THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY WITH 1-1/4" MIN. EMBED 20' 2 4' 2 8' 30' 3 2' 36' 20' 24' 28' 30' 32' 20' 24' 28' 20' 24' PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'C' REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. WIDTH HEIGHT 60' 66' 20' 24' 28' 30' 32' 72' 78' 84' 19 -1/8' 26 -1/2' 37' 26' 19 -1/8' 26 -1/2' 37' 38 -3/8' 19 -1/8' 26 -1/2' 37' 50 -5/8' 19 -1/8' 26 -1/2' 37' 63' ANCHOR 'A' ANCHOR 'B' 171.9 220.0 143.3 196.5 122.8 114.6 107.4 168.4 157.2 147.4 95.5 203.7 131.0 220.0 169.8 145.5 135.8 127.3 183.4 152.8 131.0 122.2 114.6 16 6.7 1:2.9 119.1 191.0 15 9.2 220.0 206.4 157.4 112.7 220.0 161.2 115.5 169.2 122.1 37.5 220.0 199.6 186.3 174.7 220.0 209.6 179.7 167.7 157.2 220.0 190.5 163.3 220.0 218.3 220.0 220.0 169.3 220.0 218.1 220.0 215.9 154.6 220.0 220.0 158.4 220.0 167.5 120.0 ANCHOR 'C' 220.0 220.0 198.6 185.4 173.8 154.5 220.0 220.0 220.0 219.7 206.0 220.0 220.0 211.9 197.8 185.4 220.0 220.0 192.6 220.0 220.0 220.0 220.0 220.0 220.0 220.0 182.4 220.0 220.0 186.8 220.0 197.5 141.5 TAPCONS AS MANUFACTURED BY ELCO.1 Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE i 16557 OCT i i lass APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 0 l B P Y RODU r • • O' DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE Ho. 0 3 Z y OL Z co U o o i t0 W I N I- N 0 0 n C a V) v ce r t.) 0 0 QQ� a m e cn o_.... cc (1) 1 5-1 W - al c c r-. 0 C 0 N .> CD 1 G 0 C m o. 0 s V l 0 0 0 d W N W N N 0 v u p Z C cD 0 - c - Z Lj Q � O ao- o_ 1 C.) 0 0 c0 J a M 0 v t. drawing no. W98 -100 sheet 6 of 6 BUILDING il- MIAMI SHORES VILLAGE, FLORIDA Date ELECTRICAL ❑ PLUMBING ❑ PERMIT ROOFING ❑ Owner of �/ Building G L)5 Cl tti C k• 1z y O \ Architect A . r Contractor Builder >^C S7 rt.) l> ©i-11 Legal Lot Description / S ' �" / I Bl. _ 117 Address of , /J /I C L N_ .47463 y S "b S3 j Work to be performed under this Permit Building BY Gee r (/ uJ .S Su is i t/_ bib ''O/ g JIO vision r J� Sq. Ft.: /so (J Value of �j Project $ �? �� Contractor's License No. Permit: CCF: Notary: Bond: Radon: Amount of >d Permit: This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any • plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder na ed above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether hown on th,�plans o .rawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees Signed • / LL. (I i (INSPECTOR) BY 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 is permI assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRALTO or BU LD ER AUTHORITY eatiAl, 4-4-01 4214i R= ,Guy ___iki. ThYwS del "rts b ,atim -,;frul O 6-Kolateievv el s hU�vhis d o/fryi,,t — (C - 7(( 6 3 1 evi, /-p4 n a �l�, o- tc� L f6 s � c, /� . � �) b'3 -e,-, /6 4 sus s n��e � �s"-e. ,I4 G� � R' � � - 1 . A.1 , : ia" 41 ? y 6 3 fi-t.e/u az.6 �� sue.. 5 kA-e.ew ea I .. , .L. e ..46-a ' j4-64-i4v4;,,i