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826 NE 92 St (12)PERMIT APPLICATI01,41 F 1VAMI SHORES VILLAGE Date � Job Address g eg gFolio Legal Description 11 Owner/Lessee / Tenan r • (� !.( Owner's Address 8,76 U v C / a.- Contracting Co. Q er )"1 /,M ,7V1 State # r �� Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): /riper WORK ESCRIPTION quare Ft. PPELECTRICAL PL / BIN MECHANIC St AO keli ms's 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 requir • for ELECTRIC , PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. o • o President OWNER'S laws regulating Notary as to Owner and/or Condo Pfesident Date My Commission E • ires: Pool, UW FEES: PERMIT OCC,A, qV d^Iv¢vJG =J Lip ' s a le 4 1 APPROVED: Zoning ' 3 le C Mechanical AVIT: I cert nstruction d o g. Furthermore, I authorize the above -named contractor to do the work stated. Municipal # Building A1I,4' Histo rically Designated: Yes No 444' 1Q.A. 446 Master Permit # LK' /J33'i Phone C,5 7S7'® 5^;2 „ii`j Ackimss,g..74 f 313S� • Competency # Address Address • Estimated Cost (value) at all the foregoing information is accurate and that all work will be done in compliance with all applicable Date r a a ' e of Contractor or Owner- otary as to Contr My Commis RADON (3 0 9- g C.C.F. ( -)S 0 - O NOTARY 6 BOND 3 56 TOTAL DUE 6 `ecie 1 Electrical � � � / E ndue en 4 4//' ngmeermg Sy.Le Plumbing SS# Ins. Co. r or Owner - Builder CC7972 (31' CWAISSION EXPIRES OF FX- 0 DEC. 17,2002 L ROOFING PAVING FENCE SIGN ha noLdog, Tao(614 KLIG Date Date �- .7" V 2n r' 0,11030A ®(E LOS AR1GEELfES Cl ERMARIDEEZ Manager, Licensed Agent Notary Public 4690 -D N.W. 183rd Street. Miami, FL 33055 TEL: (305) 622 -9611 FAX: (305)622 -9613 r g 2 -- (, /YE 90 MIAMI SHORES VILLAGE EU LDING AND ZONING OaDA.°.=,- 10050 N. E. 2nd AVENUE 2h. (305) 795-2204 FAX: (305) TEE-:3972 BUILDING PERMIT /CONTRACTORS REGISTRATION CHEMIST Copy of STATE OF FLORIDA CERTIFICATION (DM) cr STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from coun v or munici ality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S COP (addressed to Miami ShoresVillage) or if exert State of Florida LES Form BCS -204, Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECKED OFF V Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be en plans and permit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). Two sets of energy calculations. Two sets of signed & sealed Truss Plans (Engineer). 5 . _ I () DADE County or State of Florida Products Approvals for reoNateri als, heds, windo erior /garage doors, aluminum carports, screen enclosures shut awnings, skylights, french doors and etc. Approvals from HRS, DADE County Impact Fee Section, Fire Department & Health Department (when applicable). DE2M Warranty Deed or Other Proof of Ownership if necessary. Structural Review fee Flood Elevation keeh NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.`i- TAX FOLIO NO. 1 1 -3a- G b ®d 563 / ?'d STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with t " ipter 713, Florida Statutes, the following information is provided jp this Notice of encement. • 1. e al descriptiph of ocerty and street ad ress: 7 6 Interest in property: 2. Description of im • rovement: leO5 12o5 3. Own r(s) name and address: S /Mir a e. s� Name and address of fee simple titleholder: 6. Lender's name and address:) CZ 1 99R325313 1999 JUN 23 11:14 -� • - ' coca -u e_ 7raCS. 4 ✓ l 4. Contractor's name and address: stt✓c ( CL9 /V.7 /• /NC - 7 °/YE j 7 Sr .#` I<D0 /V • /W' 8 • /0- 4-V-5/4‘. 5 . Surety:(Paymer..._..a .,,......,.a ►... _ lf.,..! ,...nK if ,., ,/�/ 1 ., Name and addres Amount of bond $ ��,,". f - v Y�• 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statute (� �/� , r / Ai9ma 2nni atteiroce• "X t eh() ,fl F ' a L1 at.. a " /( -1 1T1.4a H' - /'f �.� - MET1:10-0ADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Stanley Door Systems 1225 E. Maple Rd Troy MI 48083 Acceptance No.:98- 0619.08 Expires:08 /31/01 Approved: 08/27/98 -1- 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 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. Raul Rodfiguez 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. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmaster @buildingcodeonlIne.com 110 Homepage: http:/hvww.buildingcodeonline.com TEST TEST LOAD DESIGN LOAD 1 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +80.0 PSF +53.33 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -105.0 PSF -70.0 PS;' WATER RESISTANCE (PSF) ASTM E547/E331 6.50 PSF r43.3 PSF AIR INFILTRATION @ 1.5' PSF ASTM E283 ( <0.37 CFM /FT') 0.09 CFM /FT' l FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2 (b) MTL - 16201 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY MIL-16201 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +69.0 ?SF 1 * S3.08 PSF `CYCLIC WIND PRESSURE TEST iSFBC PA 203 -94 NEGATIVE -9L0 PSF -70.00 PSF Design Pressure Rating (Positive) +43.3 PSF Design Pressure Rating (Negative) -70.0 PSF SS,an1 y Door System NOTICE OF ACCEPTANCE: SECTFIC CONDITIONS .. INSTALLATION.; - SCREWS AND METHOD OF ATTACHMENT: SILL : None HEAD : None JAMBS : #I0 x 2 1/2" FH Wood screws at a max. of 6" from corners and 24" apart. OR # 8 x 2" FH Wood screws at a max. of 6" from corners and 24" apart. (4) #9 x 2 1 /4" F J Wood screws at hinges. Note: Please see ncte I I. Page 3 A copy of this approval as well as manufacturer's installation instructions shall be provid • to the permit applicant by the manufacturer or his distributors and % s e liable for insp= Lions at the jobsite at ail time. "b- ACCEPTANCE No.: 94- 0928.03 APPROVED . NOV 1 0 1 9 9 4 EXPIRES : August 31. 1991 Gil Diamond, P.E. Supervisor Product Control Division A Stanley Door Systems ACCEPTANCE No. : 98- 0619.08 APPROVED t";; 2 7 1998 EXPIRES Aug. 31, 2001 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 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 of Examiner Prod ntrol Division 3 •METRO -OADE METROPOLITAN DARE COUNTY, FLORIDA METRO -DAOE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Stanley Door Systems 1225 E. Maple Rd Troy Acceptance No.:98- 0619.08 Expires:08/31 /O1 Approved: 0827/98 MI 48083 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 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. THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • CONDITIONS WILDING 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. Internet mail address: postmaster @buildingcodeonline.com • Homepage: httpJ/www.br PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rod iguez Product Control Supervisor s w anger, Director Building Code Com ' Metropolitan Da' IMPORTANT IMPORTANTE 4 -3/4" t Supplemental Installation Instructions for Stanley New Construction Entry Door Systems Refer to Stanley Door Systems Installation Instructions - Part No. 00824. 4 -3/4" 24 " 24" 24" FLUSH OR EMBOSSED Dade County Door Frame Mounting Instructions In addition to the properly installed Hurricane Suoplementai Hardware (Multi -Point Lockset or Slide Bolt Kit with approved Deadbolt and Lock Handle), the door system must be mounted to the rough ooening follow- ing these exact screw locations to meet Dade County. FL approval. Follow the Stanley Door Systems New Construction Installation Instructions (Part No. 00824) while using these supplemental instructions for proper screw mounting locations. Failure to mount the door system at the exact loca- tions shown will result in an unapproved installation. x:994 n+e Stan'ev Woras Part No 07302 suplemento para las instrucciones para instalar el • sistema de la puerta de entrada de Stanley para la construccion nueva Favor de referir a las instrucciones para instalar Stanley Door Systems - mimero de la parte: 00824. / 1 USE #8 X 3" SCREWS FOR MOUNTING DOOR JAMB THROUGH THICK SECTION OF WOOD TO ROUGH OPENING. HAY QUE OAR LOS TORNILLOS DEL TAMANO DE 8 X 3' AL LADO ASPERA POR LA SECCION GRUESA DE LA MADERA PARA MONTAR EL MARCO DE LA PUERTA. Las instrucciones para montar el marco de la puerta en el condado de Dade Adernas del suplemento de la ferreteria (Multi -Point Lockset o Sine Kit con un tornillo grande y una asa pare cerradura reconociccs: �e Hurricane instalado correctamenta, se necesita que el sistema oe :a : - .•- ta monte sobre la entrada aspera con los tornillos en los lugares exac:os pars obtener el reconocimiento desde el contado de Dade en Ponca seguiendo el suplemento para las instrucciones para montar los for - Tics a los lugares exactas, hay que obedecer las instrucciones nuevas :a•a instalar el sistema de la puerta (numero de la parte: 00824). En caso awe el sistema de la puerta este instaledo en otro lugar que el exacto agar enser'tado arriba. la instalacibn no seria reconocida. Pnr :ec _ - Stanley Door Systems . ACCEPTANCE No.: 98- 0619.08 APPROVED EXPIRES • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2 7 1998 Aue. 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 I, 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 perrnit 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 2 Stanley Door Systems ACCEPTANCE No. : 98- 0619.08 APPROVED 2 1 1998 EXPIRES Aug. 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 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 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Manu Pere P.E., Product C Prod ntrol Division TEST TEST LOAD DESIGN LOAD 'UNIFORM STATIC AIR PRESSURE TEST 'SFBC ?A 202 -94 POSITIVE +80.0 PSF 453.33 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -105.0 PSF -70.0 PSF WATER RESISTANCE (PSF) ASTM E547/E331 6.50 PSF 443.3 PSF AIR INFILTRATION V 1.57 PSF ASTM E283 ( <0.37 CFM /FT`) 0.09 CFM/FT' FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2 (b) MTL- 1620! 1LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY MTL -1620i CYCLIC WIND PRESSURE TEST +69.0 ?SF SFBC PA 203 -94 POSITIVE 53.08 PSF 'CYCLIC WIND PRESSURE TEST ISFBC PA 203 -94 NEGATIVE ' Design -91.0 PSF -70.00 PSF Pressure Rating (Positive) 4 43.3 PSF 'Design Pressure Rating (Negative) -70.0 PSF Stanley DoorY ^stem INSTALLATION: SCREWS AND METHOD OF ATTA_ HaMENT; SILL : None HEAD : None ACCEPTANCE No.: 94- 0928.03 APPROVED NOV 1 1994 EXPIRES : August 31. IOW Zoo 1 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JAMBS : #10 x 2 1/2" FH Wood screws at a max: of 6" from corners and 24" apart. OR # 8 x 2" FH Wood screws at a max. of 6" from corners and 24" apart. (4) #9 x 2 1/4" FH Wood screws at hinges. Note: Please see note ' 1 I . Page 3 A copy of this approval as well as manufacturer's installation instructions shall be provid • to the permit applicar.t by the manufacturer or his distributors ands % a liable for tnsp; nor* at the jobsite at ail time. Gil Diamond, P.E. Supervisor Product Control Division IMPORTANT IMPORTANTE Supplemental Installation Instructions for Stanley New Construction Entry Door Systems Refer to Stanley Door Systems Installation Instructions - Part No. 00824. 4 -3/4" 24" 24" 24" 4 -3/4" J t FLUSH OR EMBOSSED Dade County Door Frame Mounting Instructions In addition to the properly installed i•-umcane Suopiementai Hardware (Multi -Point Lockset or Slide Bolt Kit Atth approved Deacboit and Lock Handle). the door system must be mounted to the rough opening follow- mg these exact screw locations to meet Dade CoLrty. FL approval. Follow the Stanley Door Systems New Constn;ct on Installation Instructions (Part No. 00824) while using these supplemental mstn,ct,ons for proper screw mounting Nations. Failure to mount tre door system at the exact loca- tions shown will result in an unapproved installation. \ T \ t The Stanley wo"Ks Par. No 07302 suplemento para las instrucciones para instalar el • sistema de la puerta de entrada de Stanley para la construccion nueva Favor de referir a las instrucciones para instalar Stanley Door Systems - numero de la parte: 00824. USE #8 X 3" SCREWS FOR MOUNTING DOOR JAMB THROUGH THICK SECTION OF / WOOD TO ROUGH OPENING. HAY QUE USAR LOS TORNILLOS DEL TAMANO DE 8 X 3" AL LADO ASPERA POR LA SECCION GRUESA DE LA MADERA PARA MONTAR EL MARCO DE LA PUERTA. Las instrucciones para montar el marco de la puerta en el condado de Dade Acer:as del suplemento de la ferreteria (Multi -Point Lockset o Si ce K.t con un tornillo grande y una asa para cerradura reconoc'ccs: •�e riumcane instatedo correctamenta. se necesrta que el sistema de •a a monte sobre Ia entrada aspera con los tomillos en los lugares exac:es pars obtener el reconoamiento desde el contado de Dade en Ponca segulendo el suplemento para as instrucciones para montar los tor� :s a los lugares exactos. hay que obedecer las instrucciones nuevas _a-a instalar el sistema de Ia puerta (numero de la parte: 00824). En caso � .e el sistema de Ia puerta este instalado en otro lugar que el exacto ugar enserlado arriba. Ia instalacidn no seria reconocida. Prr :ec ^ - MARCH 03, 1999 Date Name Building Official METRO –DADE BUILDING DEPT. Name of Municipality 1 40 WF.ST FT.A(T.F.R STRF.RT STTTTF.# 1603 Address MTAMT, FT,ORTDA 33110 City, State, Zip 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 PLY SYSTEM under the 96- 0606.05 . This letter authorizes CARLOS SANCHEZ to use our Installer 20 GA. SINGLE STORM PLY SYSTEM approved under number 96- 0606.05 to be used at the following job: Si'_ erel P ,,Authoriz d Signature fr JIM HORTON. VICE PRESIDENT Print Name and Title Southeastern Metals Manufacturing Co., Inc. CARLOS SANCHEZ 11801 Industry Drive • P. 0. Box 26347 Jacksonville, Florida 32218 1 (800) 874 -0335 • (904) 757 -4200 Name Of Owner 826 N E -92nd STREET Jobsite Address MT AMT SH()RFIS, FiT.ORT1)A 33138 Notice of Acceptance Holder FORM #180 -04 RA ETRO -DARE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET PRODUCT CONTROL NOS' ]ICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563 (305) 375-2901 Southeastern Metals Manufacturing Co., Inc. FAX (305) 375 -2908 11801 Industry Drive INTERNET: mdc:01@ shadow.net Jacksonville FL 32226 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 20 ga Galvanized Steel Storm Panels 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 Drawing No. 96- 20GA01, Streets 1 and 2 of 2. (For listing, see Section 8 of this Notice of Acceptance) 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.: 96- 0606.05 IEzpires:10 /10/99 Approved: -1- Raul Rod guez Product Control Supervisor THIS IS TIHIIE COVE SHEET, 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. �. .1 s .anger, . Director Building Code Compliance Dept. Metropolitan Dade County Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS OCT 1 0 1996 0CT 1 0 1999 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bons and/or straps are properly installed. 6. USE 6.1 Application for building permit sha:i be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shur:ers; mean roof height, length and width of building. 6.1.3 Duplicate prints of approve:: Drawing number 96- 20GA01, Sheets 1 thru 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to snow the components selected for the proposed installation. 6.2 The Building Official shall ensure :e adequacy of shutter to meet the pressure requirements of the opening in which it is to be installer:. Man . el Perez, P.E. - Plans ` r iner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE SFBC PA 201-94 1E IMPACT TEST ( 86" Span) SATISFACTORY CTC 96 -020 Max. 2.375" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE i +71.5 PSF CTC 96 -020 +55.0 PSF CTC 96 -020 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -55.0 PSF CTC 96 -020 i -71.5 PSF CTC 96 -020 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (86" Span) +82.5 PSF CTC 96 -020 +55.0 PSF CTC 96 -020 Max. 0.86" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (86" Span) -107.3 PSF CTC 96 -020 -71.5 PSF CTC 96 -020 Design Pressure Rating (less than 86" Span) +55.0 PSF -71.5 PSF Southeastern Metals Manufacturing Co. IIgc. ACCEPTANCE NO.: 96- 0606.05 RESULTS: - 2c- APPROVED : OCT 1 0 1996 EXPIRES : OCT 1 0 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: TESTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: Uniform Static Air Pressure Test, per SFBC PA 202 Large Missile Impact Test, per SFBC PA 201 Cyclic Wind Pressure Test, per SFBC PA 203 prepared by Construction Testing Corporation of South Florida, Report No. CTC -96 -020 dated May 18, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 96- 20GA01, Southeastern Metals Manufacturing of South Florida, "20 Gauge Galvanized Storm Panel System ", Sheets 1 thru 2, dated 4/17/96 with Revision No. 1, dated 9/6/96, signed and sealed by Dole J. Kelley, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by USX Corp., U.S. Steel Group division, dated 6/4/96 with chemical composition and mechanical properties for galvanized steel, ASTM A653 -95. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number 6DM -1113 dated 5/3/96 for 20 Ga. steel. 8.4 Calculations: 8.4.1 Anchor analysis dated 5/6/96, Pages 1 through 13, prepared by Southeastern Metals Manufacturing of South Florida, Inc., signed and sealed by Dole J. Keller, Man el Perez, P.E. - Plans Product Control Division iner II Southeastern Metals Manufacturing Co. Inc, . ACCEPTANCE NO.: 96- 0606.05 OCT 1 0 1996 :OCT 1 0 1999 APPROVED EXPIRES ]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: "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 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. items 10. 11 & 12 listed below only anoly to gl azednroducts and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter Florida Building Code. END OF THIS ACCEPTANCE the South Man r el Perez, P.E. • Plans : a iner 11 Product Control Division 7 v ® TYPICAL 20 GA GALVANIZED PANEL T .750' .150 i 1.730' 1 4109011E . 435 P,5.C. NC0A11VE . -71.3 P, S. i. 1 7/8' I 090 R 1 7/8' -.1 1 7/8' (TYP) 1.500' --I UN4.. s. 114 .. . , 9 0344. D 4..13. a0 . .0625 T +750 I .- 1.475' - 4 E -- .150' ALUMINUM HEADER CHANNEL DETAIL SOUTHEASTERN METALS MANUFACTURING CO.. INC. /A04304011L TLONOA 0ADE COUNTY PRODUCT CONTROL APPROVED 15.575 13 COVERAGE F+ - 6 l /2' 3 1/4' < .1(4 R 0.114 R 44.29' 11.375 REF. 1 4 250 % .500 S/S CUNCH STUD , - 2.000' ---1 © STUD ANGLE SFVr3+0 N01E5 1. 1495 SHUTTER 15 DESIGNED IN ACCORDANCE WITH 1X01 SOUTH FLORIDA BUILDING CODE 1994 EDITION. AY THE 1994 BROWARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS 5HN1 BE PERFORMED IN ACCORDANCE 26TH ASCE 7 -95 n4INNUW DESIGN LOADS FOR BUIIDINCS AND OTHER STRUCTURES'. 3. STORM PANELS SHALL BE 119 20 CAUCE GALVANIZED (0.03561 CONFORMING TO A5711 A653 51RUCTRUAL GRADE 37 %DIA 101. FY - 3739. ALUMNUN EXTRUSIONS SHALL BE 6063 -16. U.D.N. 4. PRODUCT WARNINGS 94111 BE 51000 12' OF ONE ENO OF THE PANEL 2. MN. Or ONE MARKING PER PANEL AND SHALL BE LABELED AS 3011085: 5. 10 MEET METRO -DADE HURRICANE COOL REINFORCED PANELS WITH SOTOI BOLTS AND SPRING NUTS AT 420 -SPAN SEC/RED AT EVERY LAP .03541. S. ALL 00.75 AND WASHERS 014111 BE GALVANIZED OR STAINLESS S1Ea 5174 A 11OIMU0 ry - 33 X51 7. MATERIAL SPECIFICATIONS NOTED HERON ARE THE MANUFACTURE'S REPRESENTATION OF MAI0DALS TO OE USED W PRODUCT TESTING. 8. TOP A DO7TOM DETAILS 91084 MAY BE INTERCHANGED AS FIELD CONDITIONS INDICATE. PANELS MAY BE MOUNIE2 HORIZONTALLY %MORE APPUCA2LL 0. THE PETALS MD SPECIFICATIONS 940204 HERON REPRESENT THE PRODUCTS PROPOSED FOR IMPACT, CYCLIC AND INFORM STATIC NR PRESSURE 10511440 N ACCORDANCE 111141 DADE COUNTY PROTOCOLS PA 101, 101 AND 103. DESIGN 15 BASED ON C10 TEST REPORT N0. 10. MAROON 11100081E DESIGN LOAD: 8' HOLE (TYP) F o .125' - Y - 1/4' 51 /2' T ILE -IN ANCHOR SECURED IN MASO RY U NIT 86" SILL J ®PATIO SILL DETA 68" SILL 8 ANCHORS 10 ANCHORS I I 7/8 % 5/16" SLOT 12 ANCHORS (TYPICAL) 250' % .500' III .25 CUNCH STUD Ora Ora \ \ \1 \ \ \P mRlxc t11.11. /rxr /SIDEWALK BOLT L. mEWa1N oar I 2.000' -� Note: Reinforced panels with stitch bolts and spring nut at mid -spon secure at each lap joint. 1r 2.50 -41 l--- 13.00 " -+- 13.0 " --+4- 13.00 -41 HOLE LEGEND • 7/16 1860 HOLE 110 6.504 6.5046.50'414 6.50 6.50'4 • CLINCH STUD 6 ANCHORS 2.00" -11 1I-- 13.00" -4- 13.00 -- 13.00" -l1 13.00" 14 6.50 6.50 "4 6.50'4 6.50'4 6.50'4 6.50'4 6.50'+1 8 ANCHORS 1.50 -11 11- 13.00" -41.- 13.00 -4f- 13.00 411 --- 13.0C-4 13.00 -4 2 3 4 HEADER CHANNEL LAYOUT 44 SILL 3 1/4•-1 146 1/20106 1/20106 1/2' 6 1/21416 1/20. 7/8•1� 1 H 6 ANCHORS I I I 56' SILL 1 6.50 6.50'4 6.50+ 6.50 6.50 6.50 6.50 6.50 6.50 10 ANCHORS 4.00 -4 1.- 13.00" 14- 43.00 -4s- 13.00 - -10.00 - 4- 23.00 -{-- 13.00 -4 86 SILL 1 L I 1. 6.50'4 6.50 6.50 6.50.4 6.50-46.5c+ 6.50'4 6.50'4 6.50'4 6.50'4 6.50'41 12 ANCHORS STUD ANGLE SILL LAYOUT IIII 44' 56 ABL $ APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 1. / T _ _ •�: o ct BY PRODU ' •NTROL DIVISION • BUILDING CODE COMPLIANCR ACCEPTANCE N0.94 - 06QeD.a. 500005fEl META L5 MPG. CO., IWC. 20 MU GN.VMIQED 5fcRM PMS1. 5Y51EM • 1 46 Isvc./ 6.. Nu. 7 v ® TYPICAL 20 GA GALVANIZED PANEL T .750' .150 i 1.730' 1 4109011E . 435 P,5.C. NC0A11VE . -71.3 P, S. i. 1 7/8' I 090 R 1 7/8' -.1 1 7/8' (TYP) 1.500' --I UN4.. s. 114 .. . , 9 0344. D 4..13. a0 . .0625 T +750 I .- 1.475' - 4 E -- .150' ALUMINUM HEADER CHANNEL DETAIL SOUTHEASTERN METALS MANUFACTURING CO.. INC. /A04304011L TLONOA 0ADE COUNTY PRODUCT CONTROL APPROVED 15.575 13 COVERAGE F+ - 6 l /2' 3 1/4' < .1(4 R 0.114 R 44.29' 11.375 REF. 1 4 250 % .500 S/S CUNCH STUD , - 2.000' ---1 © STUD ANGLE SFVr3+0 N01E5 1. 1495 SHUTTER 15 DESIGNED IN ACCORDANCE WITH 1X01 SOUTH FLORIDA BUILDING CODE 1994 EDITION. AY THE 1994 BROWARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS 5HN1 BE PERFORMED IN ACCORDANCE 26TH ASCE 7 -95 n4INNUW DESIGN LOADS FOR BUIIDINCS AND OTHER STRUCTURES'. 3. STORM PANELS SHALL BE 119 20 CAUCE GALVANIZED (0.03561 CONFORMING TO A5711 A653 51RUCTRUAL GRADE 37 %DIA 101. FY - 3739. ALUMNUN EXTRUSIONS SHALL BE 6063 -16. U.D.N. 4. PRODUCT WARNINGS 94111 BE 51000 12' OF ONE ENO OF THE PANEL 2. MN. Or ONE MARKING PER PANEL AND SHALL BE LABELED AS 3011085: 5. 10 MEET METRO -DADE HURRICANE COOL REINFORCED PANELS WITH SOTOI BOLTS AND SPRING NUTS AT 420 -SPAN SEC/RED AT EVERY LAP .03541. S. ALL 00.75 AND WASHERS 014111 BE GALVANIZED OR STAINLESS S1Ea 5174 A 11OIMU0 ry - 33 X51 7. MATERIAL SPECIFICATIONS NOTED HERON ARE THE MANUFACTURE'S REPRESENTATION OF MAI0DALS TO OE USED W PRODUCT TESTING. 8. TOP A DO7TOM DETAILS 91084 MAY BE INTERCHANGED AS FIELD CONDITIONS INDICATE. PANELS MAY BE MOUNIE2 HORIZONTALLY %MORE APPUCA2LL 0. THE PETALS MD SPECIFICATIONS 940204 HERON REPRESENT THE PRODUCTS PROPOSED FOR IMPACT, CYCLIC AND INFORM STATIC NR PRESSURE 10511440 N ACCORDANCE 111141 DADE COUNTY PROTOCOLS PA 101, 101 AND 103. DESIGN 15 BASED ON C10 TEST REPORT N0. 10. MAROON 11100081E DESIGN LOAD: 8' HOLE (TYP) F o .125' - Y - 1/4' 51 /2' T ILE -IN ANCHOR SECURED IN MASO RY U NIT 86" SILL J ®PATIO SILL DETA 68" SILL 8 ANCHORS 10 ANCHORS I I 7/8 % 5/16" SLOT 12 ANCHORS (TYPICAL) 250' % .500' III .25 CUNCH STUD Ora Ora \ \ \1 \ \ \P mRlxc t11.11. /rxr /SIDEWALK BOLT L. mEWa1N oar I 2.000' -� Note: Reinforced panels with stitch bolts and spring nut at mid -spon secure at each lap joint. 1r 2.50 -41 l--- 13.00 " -+- 13.0 " --+4- 13.00 -41 HOLE LEGEND • 7/16 1860 HOLE 110 6.504 6.5046.50'414 6.50 6.50'4 • CLINCH STUD 6 ANCHORS 2.00" -11 1I-- 13.00" -4- 13.00 -- 13.00" -l1 13.00" 14 6.50 6.50 "4 6.50'4 6.50'4 6.50'4 6.50'4 6.50'+1 8 ANCHORS 1.50 -11 11- 13.00" -41.- 13.00 -4f- 13.00 411 --- 13.0C-4 13.00 -4 2 3 4 HEADER CHANNEL LAYOUT 44 SILL 3 1/4•-1 146 1/20106 1/20106 1/2' 6 1/21416 1/20. 7/8•1� 1 H 6 ANCHORS I I I 56' SILL 1 6.50 6.50'4 6.50+ 6.50 6.50 6.50 6.50 6.50 6.50 10 ANCHORS 4.00 -4 1.- 13.00" 14- 43.00 -4s- 13.00 - -10.00 - 4- 23.00 -{-- 13.00 -4 86 SILL 1 L I 1. 6.50'4 6.50 6.50 6.50.4 6.50-46.5c+ 6.50'4 6.50'4 6.50'4 6.50'4 6.50'41 12 ANCHORS STUD ANGLE SILL LAYOUT IIII 44' 56 ABL $ APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 1. / T _ _ •�: o ct BY PRODU ' •NTROL DIVISION • BUILDING CODE COMPLIANCR ACCEPTANCE N0.94 - 06QeD.a. 500005fEl META L5 MPG. CO., IWC. 20 MU GN.VMIQED 5fcRM PMS1. 5Y51EM • ANCHOR SCHEDULE (MIN. 2• EDGE DISTANCE) _ f 05440 S1a0C14RE µd04 ME 31400 510000 NI S10 (0M1t ea (3/ V 4 n i400) agillE:=M 4.5 1 /4 1 /e• TN 001 Mm 1401 4400 MIEN 44011 1/0" 100. E4404040 •. 4.5 0430w , /. - P 1.444/114 A t /ern• /0O :LOCK 11Q MEAD DOLT Ss O■enDC as 1/402 ELC0 IANEL SATE 18/30NAT 4017 Mal 1 Q 1/4 CALS. w*91 ■ 11/3/4043 TERM *40 *004 •. ,Y 4 " 1 O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM N.T.S 1 "x1/4 /20 Hex Head Boll "01/4720 Tompin Zinc Expansion Anchor ANGLE TO WAIL OFTAII 1/4x2 Elco Panel Mote Existing Masonry Bolt w/1 1/4 Structure Cale. Washer & Washered Steel Spring Nut 1/4 "0 Wood Lcg Screw 1 1/2" 4In. Embedment Steel Spring Nut 1 "01/4/20 Wood Bushing w /1"41/4 /20 Ha. Head Boll N.T.S 1/4X1" Sidewalk Bello e. (0(4(Ing Structure 1 /4'.l" Sidewalk Bolt z pANFI TO ANC1F DETALI 1/4" MAX. Wood Framing STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAME) Gloss or Doer 1 Hex Heed 8o11 1.l /4/20 Tempin Zinc Expansion Anchor Steel Spring Nut Sidewalk Boll 2 5/13 1 X1" 3 4 — .dewolk Bolt Existing 1 ".1/4'/20 Structure Tampin Zinc Expansion Anchor PANFL TO AN1I F UTAH AN'LF TO L)- 1BIL n HEADER / STUDDED ANGLE MOUNT SYSTEM �J N.T.S 1/4 Wood Lag Screw 1 1/2 Min. Embedment 1 or 2,4X0.125'• Alum. Tube 01 2x4 P.T. Wood for Stud Framblq 0 1Ir 4.0. h 2x8' P.T. Wood Stud Framing 0 24' o.c. nos DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WALL MOUNT SECTION (BOTTOM) N.T.S 2'1/4 4 1/r Log Screw 0 24 o e. Max 0/1 3/4" Penetration In Canter of Studs Existing Structure rl /4 MAX ° 2 5/8" o CIas, or Door ANCHOR SCHEDULE (MIN. 2• EDGE DISTANCE) EOf4WC ST UCNRE WOG x04100. ME 1,1 /4 Woo 405104440 1/421 14 NI NON DOLT SS Nom n 1/ • / WOOD TAD WITS 1 1/0 *01. DIDLOU*NT 1/1142 CLOD PANEL SATE 110304044 404.1 Mao 1 1/4 400. 00900 e 0ASHil0 44NCE4 WT 4O /e,lo WOO BU900C 1/4 E1 /10 51060010 401.4 F001EN0 31 10) 13 eS CONCRETE ANCHOR SCHEDULE 1/4• a UNPIN • 1/4 act NEAR BOLT SS ti■l •1 1/4 CONCRETE 010E WA. 44114 0ANSN4 00040 1/V01 1/V TN CON INM4 4412 600 SOWN tent , 1 /0• vaL ME011131i l/4 CLEW IMO. MATE MASONRY BOLE Mao 1 1/e DALT. 409401 • 00914100 4440(0 NUT 90001*( DOLT (3 /, / o KM) E2C as 13 04 13 .4 (4114. 2 EDGE DISTANCE) EAS1Wd mI µ0N011 M[ FASER STRUCTOR[ SPACING 1041 3 0 1/�z2' Conercte _Ii pr�Na NaW w/ r Lxponsion Anchor 1 A . j II 1 711 I ANGIF TO WAU DETAll Steel Spring Nut 1/4 SIdewa& Boll 1/402 1/4 Topton wr/Her Head Screw 4/4 1105 PANEL TO ANGIF DETAIL O STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T.S RIOT *0*044 I2 FOR M• PANCL 1EN001 ONLY. *`NOT 0 ILANIZ FOR 11 (*4440. 000011 (00 140300 BLOCK DOLT f0R 13 0.04 410000 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT do / To • 37 / �� PRODUC ' 4NTROL DIV:S■ON BUILDNG CODE COMPLIANCE OFFICE ACCEPTANCE N096 -6406. 14 1 .250' 1 T .750' 1.750' 1 7/8' 1 1 \ 44.29 7 I I 0.090 R 1 t 7/8' -�{ F-* 1 7/8' 5/8' HOLE I I (TYP) 9 TYPICAL 20 GA GALVANIZED PANEL POSITIVE _ +55 p. S.F. NEGATIVE = -71.5 p•S.f. (TYP) Unless otherwise pacified, all Inside radii a .0625" T .750" .250' 1 ~ 1.475' - I~ .250• 15.57 5' 13 COVERAGE 6 1/2' 4 5/8' 0.114 R 0 0 0 02 ALUMINUM HEADER CHANNEL DETAIL 1 3 1/4' .250' X .500' S/S CUNCH STUD 1 J .125' l � 2.000 © STUD ANGLE CFNFRAI NOTTS 1. THIS SHUTTER IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 E01110N. AND THE 1994 BROWARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED Di ACCORDANCE IMTH ASCE 7 - 88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. STORM PANELS SHALL BE AISI 20 GAUGE GALVANIZED (0.0356') CONFORMING TO ASTM A653 STRUCTRU AL GRADE 37 W11HA MIN. Fy = 37KSI. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' OF ONE END OF THE PANEL WITH MIN. OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: SOUTHEASTERN METALS MANUFACTURING CO., INC. JACKSONVILLE, FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED 5. TO MEET METRO -DADE HURRICANE CODE, REINFORCED PANELS WITH STITCH BOLTS AND SPRING NUTS AT MID -SPAN SECURED AT EVERY LAP JOINT. 6. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy 33 KS1. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURE'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 8. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS INDICATE. PANELS MAY BE MOUNTED HORIZIONTALLY WHERE APPLICABLE 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN ACCORDANCE 141111 DADE COUNTY PROTOCOLS PA 201, 202, AND 203. DESIGN IS BASED ON CTC TEST REPORT N0. 10. MAXIMUM ALLOWABLE DESIGN LOAD: 44" SILL 00 N 1 1.375" REF. 1/4' [ 1/2' TAMP -IN ANCHOR SECURED IN MASONRY UNIT 56' SILL I • ° 68" SILL 1 • ° ® PATIO SILL DETAIL 86' SILL 1 • ° 2 86" SILL .250" X .500' S/S CLINCH STUD 2.000' 1.000" 68" SILL 7/8" 56" SILL 44" SILL 7/8' X 5/16" SLOT (TYPICAL) 1/4 "X1" f SIDEWALK BOLT 0.1 25" 2.50 " -4 F 13.00- T 13.00' - 13.00 " -i • O 0 6.50'4 6.50" 3n 6.50 4 6.50 6.50' - 6 ANCHORS 6 ANCHORS o • o o • o 3 O 1 11 2.00 " -4 k--- 13.00' i< 13.00 " --4 13.00 " --; --- 13.00 " --11 k 6.50 6.50' 4 6.50' - 6.50' e 6.50" 4 6.50 6.50 8 ANCHORS HEADER CHANNEL LAYOUT 8 ANCHORS 3 1/4 n 11 11 !I 1 0 ANCHORS 12 ANCHORS Note: Reinforced panels with stitch bolts and spring nut at mid -span secure at each lap joint. HOLE LEGEND o 7/16'0 THRU HOLE CLINCH STUD o • 6.50 " - e 6.50 "4. 6.50 "+ 6.50 "+ 6.50'+ 6.50 -# 6.50'4 6.50 "-44 6.50'o 10 ANCHORS 4 13.00 " -i 13.00 " --ij+- .0 130' 44 13.00'-+--- t 1 o o • e o o o • r6 1/2r6 1/2;.r6 1/2" 6 1/2" 6 1/2" 11 4.00 " -.1 1+-- 13.00" 13.00" + 13.00' 11-- 13.00' + 13.00' =* 13.00' ---il • o o • o • ° ° • o ° ° ° • 6.50 6.50 "+ 6.50 "+ 6.50 "4 6.50+ b.50 6.50 "41. - 6.50 " -4. 6.50 "+ 6.50+- 6.50' 12 ANCHORS STUD ANGLE SILL LAYOUT 44' 56' 68" 86" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT J •) �� C 19C? BY / a • iff1L PRODU ' • •NTROL DIVISIQN • BUILDING CODE COMftlANNCB QFFICL ACCEPTANCE NO.94 -6 6ao•4-5 50111FfA5TT MEfAL5 MFG. CO.. Kt. 20 GALk1 GPLVANIZED 5fOgM PANEL. SYSTEM ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) EIGSIINC STRUCTURE ANCHOR TYPE FASTENER SPACING (541) • wo00 6 (/4 TAMPIN 68 1 /4X1 WOOD BUSH/MC HEX HEAD BOLT SS rata • WOOD LAC M1TH MN. EMIBE0UANT ELCO PANEL MATE BOLT WITH CALV. WISHER 0 MIMEO MIT iI=.1111u6 WOOD BUSIONC DEWALK BOLT cs 1.5 13 6.5 SIDEWALK BOLT (3/4 / HEAD) ANCHOR SCHEDULE (MIN. 2" EDGE DISTANCE) —at S TRUC1URE :111M/LJ 63 0 CONCRETE 1/4'X2 1/4' TAP CON w,1H HQ HEAD SCREW TAEINN W 1/4X1 HEAD BOLT SS 6.3 6s 6.3 13 63 141)4 1 1/2 IoM. EMBEDMENT CONCRETE DRPOE EXPANSION ANCl/OR .. 1/4 TM CON HOC HEAD SCREW 1/2 HD1. EMBEDMENT ELCO PAN0. MATE DOLT 21H CALV. 1649•ER 6 RED HNC ED NUT • 161�11UL'I)Ze TAMPO4 0 1/4 BOLT (3/4 4 HEAD) 6.5 Hollow 1/4 4 TAMPIN h 1/4 BLOC( HCX HEAD BOLT SS riege 6.3 - rl 1/4 ELCO PANEL MATE MASONRY BOLT ►ITN 1 1/4 CALV. WASHER & WASHERED ■ 1MNCED NUT • a II 1'1.614'. 13° ANCHOR SCHEDULE (MIN. 2" EDGE DISTANCE) C TF(C TURE 'S7RU f ISM:EA STRUC ANCHOR TYPE SPACING MO • wo00 6 1'X1 /4720 1/41720 gam 1/4• 1 1/2 1 /4XY MASONRY 1 1/4' WASIIERED 6 1 /4/20 1/4 X1720 101112/MID WOOD BUSH/MC HEX HEAD BOLT SS rata • WOOD LAC M1TH MN. EMIBE0UANT ELCO PANEL MATE BOLT WITH CALV. WISHER 0 MIMEO MIT iI=.1111u6 WOOD BUSIONC DEWALK BOLT cs 1.5 13 6.5 ANCHOR SCHEDULE (MIN. 2" EDGE DISTANCE) —at S TRUC1URE ANCHOR TIP( FASTENER SPACMC (M1 0 CONCRETE 1/4 4 HOC CMS= 1 /4'X2 NAIL CA114 TAEINN W 1/4X1 HEAD BOLT SS 6.3 6s 6.3 13 63 - `I CONCRETE DRPOE EXPANSION ANCl/OR (4=1-- 1/4'X2 RrTH TOTH 1 1/4'X2' MASONRY 1 1/4 WASH K . } ' 1/46 9032413.46 :SZEE 1/4 TM CON HOC HEAD SCREW 1/2 HD1. EMBEDMENT ELCO PAN0. MATE DOLT 21H CALV. 1649•ER 6 RED HNC ED NUT • 161�11UL'I)Ze TAMPO4 0 1/4 BOLT (3/4 4 HEAD) -41 Existing f Structure Existing Structure Wood Framing 0 m Wood From In g 2 5/8" Glass or Door ANCI F TO WAIL DFTAIL 1/4'x2• Elco Ponel Mote L(csonry Bolt w/1 1/4 Ccly. N'osher 3r Wosnered W,nged Nut 1"x1/4/20 Tompin Zinc Expansion Anchor Steel Spring Nut 1 Hex Head Bolt—\ O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM). N. T.S 1/4 "0 Wood Lag Screw 1 1/2" Min. Embedment •teel Spring Nut 1 "x1/4/20 Wood Bushing w/1 "x1/4" /20 Hex Head Bolt u Q 2 1/4 "X1" Sidewolk Bolt 0 z J J z 3. o_ Exis ting Structure c 0. 0 63 A I I •s Existing 2 Structure . F1 1 /4 • Sidewolk Bolt PANEL TO ANGLE DETAIL 1/4" MAX. Wood FromIng STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAME) N.T.S ANGLE TO W Dr L Gloss Cr Door 1 "x4 "x0.125" or 2"x4 "x0.125" Alum. Tube or 2 "x4 P.T. Wood for Stud FromIng 0 16" o.c. k 2 "x6" P.T. Wood Stud FromIng 0 24" o.c. 1"x1/4'/20 He Heed Boit 1 "x1/4/20 .Tompin Zinc Exponsion Anchor Steel Spring Nut 1/4 Sidewalk Bolt 1"x1/4/20 Tompin Zinc Exponsion Anchor n HEADER / STUDDED ANGLE MOUNT SYSTEM N.T.S °THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS PANEL TO ANCI F DETAIL 1/4 "0 Wood Lag Screw 1 1/2" Min. Embedment WALL MOUNT SECTION (BOTTOM) N.T.S 4. 2-1/4 "0 4 1/2" Log Screw 0 24" o.c. Max w/1 3/4" Penetrotion in Center of Studs i0 m 1/4-X1• D Sidewalk Bolt - z J W z o_ X Existing Structure 1/4" MAX. C 0. 0 O U m Existing Structure a • 2 5/8" Gloss or Door — J` ANGLE TO WALL DETAIL 1/`x2" Concrete Dave Net w/ Expansion Anchor Steel Spring Nut 1/4X1 " Sidewalk Bolt 1/4 1/4 Topcon wfriex Head Screw PANEL TO ANGLE DETAIL O STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T.S 4104 AVMABLE FOR 66 PANEL. LENGTH ONLY. •°NOT AVMABIP FOR 66' PANEL LENGTHS POR HOLLOW BLOCK ONLY FOR 13' 0.C. SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT CxO.� Aft ?RODUC NTROL DIV:S•ON 1/4" MAX. 1 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO % — (W106• 6 1-5 m v z 50Uf1EA51EEJ M1EfAL5 MFG. CO.. INC. 20 aka GA{.VAMZE 5fGRM PANEL 5Y5fTM .• (iLD. 0. " /WI 71.1996 Nat 5cao 2 of 2 x '96 20L'tA0►