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1250 NE 94 St (4)Date Legal Vs PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address✓( /� � ?V1--/ Tax Folio 1 �— No ption Historically Designated: Yes Owner/Lessee / Tenant /VV ' /t/_ Master Permit # 7 6 Owner's Address /Z oizi 9 4‘C-7 33/ 3 V Phone , 7 75 6 Contracting Co. D \A) 0 .Q \ Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Address Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION mil g - trrer (1) /.(biD,6 C)-°G, T_ S i 7)e O� ?ibv Square Ft Estimated Cost (value) 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 FEES: PERMIT t 1' 3 RADON C.C.F. Notary as to Owner and/or Condo President Date No as to 'mil', av' • r p: My Commission Expires: My Commission APPROVED: Zoning Building Mechanical Plumbing Engineering YSEAL xpires: GLA DYS J VILLAR NOTARY PUBLIC STATE OF FWRIDA COMMISSION NO. CC71 4103 MY COMMISSION EXP. MAR. 1,2002 NOTARY ` ' BOND Electrical Date TOTAL DUE 2i131 6 METRO•DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Stanley Door Systems 1225 E. Maple Troy, Expires:08 /31/98 MI 48084 The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 0928.03 (supersedes No.: 94- 0714.04) Approved: 11 /10/94 - I - BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of: Series Sta - Tru - Steel Cladding Foam Filled Swing Wood 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, Stanley Door Systems along with Miami Testing Laboratory, Inc. test report No. MTL 16201 dated: August 22, 1994 and test report No. MTL -16065 dated April 1 5, 1994 both signed'and sealed by Ernest E. Mitchell, P.E. 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 be valid for a period of three years. 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 Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. roduct Control Division 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. Director Building Code Compliance Dept. Metropolitan Dade County Stanlcy Door System ACCEPTANCE No.: 94- 0928.03 REINFORCEMENT : None THRESHOLD: Extruded aluminum 1 1/4" height x 6" width with thermal break. -2a- APPROVED NOV 1 0 1994 EXPIRES : August 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS WEEPHOLES: None MUNTINS: None FRAME CONSTRUCTION: Header and jambs are 4 9/16" Ponderosa Pine or equivalent. METAL SKIN THICKNESS: .018" steel skin. ADDITIONAL DESCRIPTION: Equal leg type frame. Unit tested using an aluminum threshold with thermal break in the frame sill. Strike plate secured to frame using three No. 10 by 2 1 /2 "OR two #8 x 2" installation screws. The product markings are located on the hinge side of the door at mid height OR at midspan of frame sill. INSTALLATION OF JAMB AND STRIKE PLATES: Hinge side of jamb is installed with four #8 x 3" long screws at 6 1/8 ", 37 1/8 ", 68 1/8 ", and 76 1/8" from bottom. Lock side of jamb is installed with four #8 x 3" long screws at 2 1/4 ", 28 1/8 ", 53 1/4 ", and 79 1/4" from bottom. Slide latch strike plates installed with two #8 x 2" screws. Throw bolt strike plate installed with two #8 x 2" screws. Door latch strike plate installed with two #8 x 2" screws OR strike plate secured to frame using two No. 10 x 2 1/2" installation screws. SLAB CONSTRUCTION: Entry door 1- 11/16" thick. .018 steel skins. 1.219 width of wood on top and bottom rails and on latch stile. 2 -3/4" x 12.00" lockblock. .938 thick hinge stile. Skins fastened to stiles and rails with neoprene base contact adhesive. Slab painted with grey or white primer (thermoset waterborne acrylic). Core is polyurethane fill. V Gil Diamond, P. Supervisor Product Control Division v. Stanley Door System ACCEPTANCE No.: 94- 0928.03 TYPICAL ELEVATION: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4 -3/4' TYP. I 2 4' TYP. 24' TYP. 24' TYP. _L_ 4 -3/4' TYP fLIAM OR EMBOSSED - This approval applies to single unit applications only, as shown above. This revision supersedes Notice of Acceptance No. 94- 0714.04 date APPROVED NOV 1 , 994 EXPIRES : August 31. 1998 USE i0 X 3' SCfE4S GDn MOUNTING ODOR JAMO (I - I/4' SECTION) TO 2 NOMINAL sUO-000K (Q) nE0'0. (SUPPLIED BY OINEn)• Units with dimensions smaller than those shown above shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted only thru comparative analysis approved by this Department. Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" or equivalent fasteners. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 1994. OP it Diamond, P.E. Supervisor Product Control Division PERMIT APPLICATION FOR MIAMI SHORES VILLAGE L Date / ! Job Address 4P-0 7K Tax Folio Legal Description Historically Designated: Yes No Master Permit # i10 Phone -s ; a2j Y559( Owner/Lessee / Tenant Fig ara Owner's Address /9 2 j 7,<r/ Contracting Co. (0a),t. Address Qualifier SS# State # Municipal # Competency # Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. Estimated Cost (value) 0.0 dD WARNING TO OWNE !" : 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. at 'e of owner and/or Condo Presiden ignature of Contractor or Owner- Builder Date Notary as to Contractor or Owner - Builder Date My Conunission E xpires: =- - -- - r' Q y , dad' : . :A El .°Z L !i ( .. , 7.1 • FEES: PERMIT RADON C.C.F. .. - NOTARY lS " BOND I / 6 ' S TOTAL DUE Notary as to Owner and/or Condo President Date My Commission Expires: APPROVED: Zoning Mechanical Building ,fc Address Electrical Phone Ins. Co. aL br �� zvo �aie-‘ Plumbing Engineering ' METRdDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Binnings Pan American 2805 N.E. 185 St. Miami, FL 33163 Your application for Product Approval of PA -14 Single Hung Aluminum Ilrndow 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: Ernest E. Mitchell, P.E. along with Miami Testing Laboratory MTL -16030 dated: June 13, 1994 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 be valid for a period of three years. 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 Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 0808.03 Diaa.ond, P.E. roduct Control Division 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. Expires:06 /30/98 Approved: 09/12/94 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE t603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 Charles ID anger, Director Building Code Compliance De Metropolitan Dade County • • . • •Biniiings Pan American ACCEPTANCE No.: 94- 0808.03 DESCRIPTION OF UNIT MODEL DESIGNATION: PA 14 Single Hung Aluminum Window OVERALL SIZE: APPROVED SEP ?139 EXPIRES : June 30. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ASSIGNED ACCEPTANCE MARKINGS ANSI -AAMA 101 -93 DH -R60 AAMA 1302.5 -76 Dade County Approval # 94- 0808.03 Expires: June 30, 1998 - it Diamond, P.E. Product Control Division Supervisor 3' 9" wide by 6' 5 7/8" high by 2" deep CONFIGURATION : 0/X No. & SIZE OF VENTS: One, 42 3/8" by 31 5/8" high; one fixed light frame glazed at the top, with a clear opening of 40 1/2" by 43 1/2" high (O/X). WEATHERSTRIPPING: Single pile with integral plastic fin in vent jamb rails on exterior. Single vinyl flap in vent meeting rail and frame sill. One 1" long adhesive pile pad at each end fixed meeting rail. One 1/2" by 1/2" by 1 7/6" open cell foam pad at each end of each lower frame corner. One plastic guide at each end of vent jamb rails on the interior. OPERATORS & LOCATIONS: Spring and pulley balances. One metallic spring loaded hook locks at vent bottom rail, approximately 4" from each end, or one metallic cam lock at midspan of vent meeting rail, locking into a groove in the fixed meeting rail. GLAZING MATERIAL: 3/16" annealed glass. GLAZING METHOD: Exterior glazed using an adhesive bedding compound and rolled aluminum glazing bead. WEEPHOLES: One 1 1/4" weep notch at each end of exterior sill screen retainer and one 1/2" weep notch at each end of intermediate sill flange. MUNTINS: None REINFORCEMENT: None TEST RESULTS EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE +91.0 PSF INTERIOR WIND LOAD (PSF) ASTM E330 NEGATIVE -91.0 PSF WATER RESISTANCE (PSF) ASTM E547/E331 10.40 PSF AIR INFILTRATION Q 1.57 PSF ASTM E283 ( <0.37 CFM/FT) 0.18 CFM/FT FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 MTL -16030 Design Pressure Rating (Positive) +60.67 PSF Design Pressure Rating (Negative) -60.67 PSF . - Binpings Pan American ACCEPTANCE No.: 94- 0808.03 APPROVED EXPIRES : June 30, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS sEP 1 2 1994 CORNER CONSTRUCTION: Each frame corner and meeting rails has butt joints, secured with two No. 8 by 1" sheet metal screws. Top vent corners secured with one No. 8 by 1" sheet metal screw and bottom corners with two of same type screws. ADDITIONAL DESCRIPTION: 2 7/16" overall interior sill flange. Flange type frame. Unit tested in 2 X 6 PT wood test buck and installed with three No. 10 by 1" screws in frame head and sill and six of same type screws in each jamb. -2a- Gil Diamond, P.E. Supervisor Product Control Division "Binnurgs Pan American ACCEPTANCE No.: 94- 0808.03 77 -2b- Gil Diamond, P.E. Supervisor Product Control Division APPROVED : Scp 1 2 1994 EXPIRES : June 30. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS INSTALLATION: SCREWS AND METHOD OF ATTACHMENT: SILL : #10 x 1" FH SMS Q a max. of 6" from corners and 16 1/2" apart. .HEAD : #10 x 1" FH SMS a a max. of 6" from corners and 16 1/2" apart. JAMBS : #10 x 1" FH SMS a a max. of 6" from corners and 16" apart. Note: Please see note #1 1. Page 3 A copy of this approval as well as manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. , Binnings Pan American ACCEPTANCE No.: 94- 0808.03 . SEP 1 2 19 9 4 APPROVED EXPIRES : June 30. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approval applies to single unit applications only, as shown on page 2b. Units with dimensions smaller than those shown above shall qualify under this approval. Deviations are accepted only thru comparative analysis. Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" or equivalent fasteners. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. Note: The installation of this unit will require a hurricane protective system. -2c- Gil Diamond, P.E. Supervisor Product Control Division PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 8/3019 Job Address /250 NE 94 S Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant M yR TO '� a/ OS' Master Permit # Y'J 3 / °� �c 3h � Owner's .r '7- d � ' V4 ( 6 rs Address / � �© N� 94 ST — /1) /<F-�'1 i S t' Phone Contracting Co. )< 7 U N S' /} U T Ties" Address 2/ Oo -P- r Sodc� ■ �' --4.....4.3/8/ 1 Z) u,q- e C7 c) AZ T/-•. UAI SS# - Phone (3o`J g9S -3S°3‘ Qualifier State # Municipal # Competency # 95 Ins. Co. UlVilati i/71Fi 44,/ Architect/Engineer Ai/A Address Bonding Company AVA Address Mortgagor /V /�4 Address Permit Type (circle one). ISIUIII<,DIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION - A T Z -CST/ QAi O, 44 .4 cco ie S' •Sh"v7 Square Ft. 3 5 . WARNING TO OWNER: YOU MUST RECORD A NOTIICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FO a" IIIV PROVIEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIITR 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 th -. ' rk stated. �,,� ir ,• r r( 3 ' s � HR RCl/4 Notary ago ... %e,r, 1rr. i tloI ,pIRE -.. My Co ., ..,• : ^ BONDED THRU � 'dp ta ATIANTIC BONDING CO., INC. FEES: PERMIT 7 0 RADON APPROVED: Zoning Building Mechanical C.C.F. . YD NOTARY efer; Estimated Cost (value) fi 3 /to. x� Signature of ctor or t ® AcnirfigellES APR 26, 2002 t‘' AT(A BONDING CO., INC. Electrical Plumbing Structural Engineer 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. //-3 2 6 J 6 / 0 ` DZ O STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 94/ sr j i .. j J'#c zj 1. Legal description of property and street address: 33/38 2. Description of improvement: 3. Owner(s) name and address: /YI Y/ % o / 0 S / CO )V 9 ,.ST /71 IQr3 �i S.�o oCe-S Interest in property: Name and address of fee simple titleholder: /V /A 4. Contractor's name and address: K -OAJ S''/ �J ?7 .CJ /oo S4AJJ" - s'OUCe •61. , ? O f l Alb / Y 1 i ,- i ' - t F 4 . . 33 / '/ 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: A/ /A- 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 Statutes, Name and address: A/A4 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: 4VA . 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) i gnature of Owner Print Owners Name y/270 F4'3/J Prepared by: /•< J',5rurrrE. J' J r d &t( ,199. ,E /<E O,/ /, / `fdt J Address: ,io0 k/J cJ .1 . OAR Notary Public /' ,:, CoMM$$te?N # 61-0 l #c of E. m ' � oNOeat►�nl re_ 33/f/. Sworn to and subscribed befo Print Notary's Name op I ATLANTIC BONDING CO.. INC, My Commission Expires: STATE OF FLORPDA, COUNTY 0.F DADE nagE9V CERTIFY oh this as a Prue copy of Pho o"c ^,' o in oh;s o'fi:a on /S lS�c% . .5' ® D. 19 Y ° wYPfe / my h,•nd and OfIiciol Seal. `` of Circuit aid County Cow* - ®* HAVE Dy .N .32 - 4.4e_ <'b .&T OF y' A- cc '#e,z»'o ,/J' ..Siq 077EXS 3 3 /3 8, • 123.01-52 2/93 0 1,7 N a 0, • •••- i•.MI1.11.�." _..._,.•.tV -,-S•• •!i'.iti1l4, r'— ___ T�t•P'y.-. n• OPENINGS 1 /3S5C 2 3x �. 3 / /7x 9 4 /92x 8 1- LEGAL DESCRIPTION OF PROPERTY : LOT ,BLOCK 2- JOB ADDRESS : /250 NE 99.177° 3- OWNER(S) NAME : y/k=2®® 1a 'zis0 I I 1 r r r r T ,SUBDIVISION CITY: Alm tichicofES STATE: .� 4'v J #W v 6 7 8 9 10 11 12 13 14 15 16 17 PRODUCT GlomseNo - INDUSTRIES, INC. Myrto Fabius 1250 NE 94th Street Miami Shores, FL 33138 Sincerely, Ana He ' andez Vice - President August 13, 1999 Building Official To whom it may concern: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM We are the Dade County Notice of Acceptance holder for the "Super Shutter" Extruded Aluminum Accordion type Shutter under 97- 0212.08. This letter authorizes Ketlun Shutters, 2100 San Souci Blvd., N. Miami, Fl. 33181, to use our "Super Shutter" Extruded Aluminum Accordion type Shutter under 97- 0212.08 to be used at the following job: This form must accompany the application for building permit and shall become part of the permit documents. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. 3555 E. 10th co, DADS (3C')) off; 2355 FAX: (305) 57 i- ; H0F PRODUCT CONTROL, NOTICE OF Homeshield Industries, Inc. 3585 East 10 Court Hialeah Expires:03 /06/00 FL 33013 Acceptance No.:97- 0212.08 (Revises No.: 96- 1216.04) 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 ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Extruded Aluminum Accordion Shutter 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 Homeshield Industries, Inc. Drawing No. 96 -252, sheets 1 through 6 of 6 dated 08/13/96, revision #1 dated 01/23/98, signed and sealed on 01/23/98 by Walter A. Tillit Jr., P.E. (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. CONDITIONS BUILDING CODE COMMITTEE Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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: 02 /19/98 Internet mail address: postmaster @bulldingcodeonline.com Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com `�,; Homeshield Industries, Inc. ACCEPTANCE NO.: 97- 0212.08 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum accordion type shutter designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 Main blade is 3.750" center to center, 4.223" overall length x .060" wall thickness, constructed as indicated on approved Drawing No. 96 -252 sheet 1 of 6, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slits and rest of the components shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be #14 x 3" Hex. Washer Head Sheet Metal Screws made of Series 410 -HT stainless steel with Fy =135 ksi (yield point) and Fu =180 ksi (tensile strength) minimum, and shall be coated with Xylan 5000 series Fluoropolymer Coating as mfg. by Whitford Co.. 2.3 Tested specimen: Dimensions: 40" x 101 3/4 ", 50" x 115 ", 50" x 139 ", 88" x 181 ", 50" x 101 -1/2" 39" x 100 -3/4 ", 39" x 98 3/4 ", 50" x 102" and 40" x 155" 50" wide x 111" long overall (108" Blade length)(1 specimen)(impact & cyclic)(HETI -96 -582) 40" wide x 111" long overall (108" Blade length)(1 specimen)(impact & cyclic)(HETI -96 -582) 3. LIMITATIONS 3.1 Maximum blade height or span and maximum design pressure will be dependent on the mounting details, the anchorage details and the minimum separation from glass to be protected. For all the approved installations, see the details, sections and schedules shown on the approved Drawing No. 96 -252, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control approval stamp. 3.2 Minimum separation between glass to be protected and shutter: 3.2.1 For blade height up to 98 ": 2 5/8" min. separation. 3.2.2 For blade height over 98" and up to 155 ": 3" min. separation. 3.3 Special requirement: 3.3.1 A maximum of 0.350" clearance is allowed between bottom of blade and top of sill and top of blade and bottom of header. 3.3.2 Locking rods shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position during periods of hurricane warning. 3.3.3 Two 1" x 2" x 1/8" x 5" long aluminum angles or flat plates, fastened together with 1/4 " -20 bolt & wingnut locking the center mates together at midspan shall be installed during periods of hurricane warning. 2 APPROVED : FEB 1 9 1998 EXPIRES : MAR 0 6 2000 Helmy A. Makar, P.E.- Product Control Examiner Product Control Division I1omcshicld Industries, Inc. ACCEPTANCE NO.: 97- 0212.08 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2a - APPROVED : 1t3 1 9 1998 EXPIRES : MAR 0 6 ?000 4. INSTALLATION 4.1 The panels shall be installed only with the maximum shutter length, the mounting details, the anchorage schedules and the minimum separation from glass to be protected as shown on the approved Drawing No. 96 -252, sheets 1 through 6 of 6, dated 08/13/96, revision #1 dated 01/23/98, signed and sealed on 01/23/98 by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control approval stamp. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on the approved Drawing No. 96 -252, sheets 1 through 6 of 6. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners mist have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 5.2 A Warning Note shall be permanently stamped on each unit, in a readily visible place, instructing owner or tenant the mandatory use of two angles fastened together with bolt and wingnut, or two flat plates secured with thumb screws, at midspan of center mates during periods of hurricane warning. 6. USE 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 Completely dimensioned drawing showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved Drawing No. 96 -252, sheets 1 through 6 of 6, dated 08/13/96, revision #1 dated 01/23/98, bearing the Miami -Dade County approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This approval revises Notice of Acceptance No. 96- 1216.04 dated March 06, 1997. Ptft Helmy A. akar, P.E.- Product Control Examiner Product Control Division Tomeshield Industries, Inc. 7. TESTS PERFORMED 7.1 TESTS: TEST TEST LOAD - 2b - ACCEPTANCE NO.: 97- 0212.08 APPROVED : FEB 1 9 1998 MAR 0 6 2000 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (155" SPAN) Centermate LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (100 3/4" SPAN) Blade Centermate LARGE MISSILE SFBC PA 201 -94 LARGE MISSILE SFBC PA 201 -94 IMPACT TEST Blade (98 3/4" SPAN) IMPACT TEST (102" SPAN) LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (178" SPAN) CYCLIC WIND PRESSURE TEST * SFBC PA 203 -94 POSITIVE Blade Centermate Blade CYCLIC WIND PRESSURE TEST * SFBC PA 203 -94 NEGATIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (98 1/2" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (98 1/2" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (112" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (112" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (136" SPAN) IFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (178" SPAN) SATISFACTORY HETI -95 -435 SATISFACTORY HETI -94 -361 SATISFACTORY HETI -94 -361 SATISFACTORY HETI -94 -361 SATISFACTORY HETI -94 -361 +146 PSF HETI -94 -361 -295 PSF HETI -94 -361 +180 PSF HETI -94 -347 -353 PSF HETI -94 -347 +218 PSF HETI -94 -347 -242 PSF HETI -94 -347 -134 PSF HETI -94 -347 -60 PSF HETI -94 -347 +112 PSF HETI -94 -361 -227 PSF HETI -94 -361 +120 PSF HETI -94 -347 -235 PSF HETI -94 -347 +145 PSF HETI -94 -347 -161 PSF HETI -94 -347 -89 PSF HETI -94 -347 Max.. 3.0" Max.. 2.04" 2.6" Max.. 1.875" Max.. 1.5" 2.5" Max.. 2.5" Design 1.06" Design 1.63" -40 PSF HETI -94 -347 DESIGN LOAD, Deflection DESIGN PRESSURE RATING: For Maximum Design Pressure / Maximum Panel Length the approved t Number 96 / sheets Anchor's Type, Spacing Schedule & Embedment, see pp roved Drawing 1 through 6 of 6 dated 08/13/96, revision #1 dated 01/23/98, signed and sealed on 01/23/98 by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control approval stamp. * Positive and Negative Tests for Cyclic Wind Pressure Test were conducted for 100 -3/4 ", 98 -3/4 ", 102" Sp ans. ya,,, 4. pc, — Helmy A. Makar, P.E.- Product Control Examiner Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (108" SPAN) Centermate SATISFACTORY HETI -96 -582 Max.. 2.63" CYCLIC WIND PRESSURE TEST Centermate SFBC PA 203 -94 (108" SPAN) POSITIVE +85.0 PSF HETI -96 -582 +65.0 PSF HETI -96 -582 CYCLIC WIND PRESSURE TEST Centermate SFBC PA 203 -94 (108" SPAN) NEGATIVE +98.0 PSF HETI -96 -582 +75.0 PSF HETI -96 -582 DESIGN PRESSURE RATING: Length / Minimum Separation from Glass / see the approved Drawing Number 96 -252 sheets 01/23/98, signed and sealed on 01/23/98 by County Product Control approval stamp. For Maximum Design Pressure / Maximum Panel Anchor's Type, Spacing Schedule & Embedment, 1 through 6 of 6 dated 08/13/96, revision #1 dated Walter A. Tillit Jr., P.E., bearing the Miami -Dade Homeshield Industries, Inc. 7. TESTS PERFORMED (Continued) 7.2 TESTS: ACCEPTANCE NO.: 97- 0212.08 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: : FEB 1.9 1998 MAR 0 6 2000 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test of "Accordion Shutter ", for various blade heights, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -347, dated Oct. 20, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Accordion Shutter ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -361, dated Oct. 31, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test of "Accordion Shutter ", for center mate impact of 155" blade height specimen, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -95 -435, dated March 29, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Accordion Shutter ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -96 -582, dated December 3, 1996, signed and sealed by Hector M. Medina, P.E. 8.2 Drawings: 8.2.1 Drawing Number 96 -252 sheets 1 through 6 of 6 dated 08/13/96, revision #1 dated 01/23/98, signed and sealed on 01/23/98 by Walter A. Tillit Jr., P.E. Helmy AT makar, P.E.- Product Control Examiner Product Control Division - 2c - Homeshield Industries, Inc. ACCEPTANCE NO.: 97- 0212.08 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS FEB 1 9 1998 . MAR 0 6 2000 8.3 Material Certification: 8.3.1 Mill Certified Test Report #800414 -A, issued by Werner Co. dated 09/30/94 with chemical composition and mechanical properties for aluminum alloy Hurricane Engineering & Testing Inc. 8.3.2 Tensile Test Report No. HETI- 94 -T39, prepared by dated 11/09/94, signed and sealed by Hector M. Medina, P.E. 8.3.3 Mill Certified Test Report #805362 -A -03, issued by Werner Co. dated 09/07/96 with chemical composition and mechanical properties for aluminum alloy 6063 -T6. 8.3.4 Tensile Test Report No. HETI -96 -T39, prepared by Hurricane Engineering & Testing Inc. dated 11/19/96, signed and sealed by Hector M. Medina, P.E. 8.4 Calculations: 8.4.1 Anchor analysis dated December 20, 21, 22 & 23, 1994, Pages A -0 thru A -12 and AP -1 thru AP -11, prepared by Al- Farooq Corp., signed and 1996 Pages l 14 of 14, prepared by 8.4.2 Comparative Analysis dated October , Tilteco, Inc., signed and sealed by Walter A. Tillit, P.E. g prepared b 8.4.3 Anchor analysis received on September 17, 1997, Pages 1 through 18 of 18, p p by Tilteco, Inc., signed and sealed by Walter A. Tillit, P.E. -2d- f Helmy A. Makar, P.E.- Product Control Examiner Product Control Division •Iioreshield Industries, Inc. 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 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: "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 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 times. 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(d) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products 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 36 of the South Florida Building Code. ACCEPTANCE NO.: 97- 0212.08 : FEB 1 9 1998 :MAR 0 6 2000 Helmy A. Ma r, P.E.- Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- P.,190'- SIDE ELEVATION R.293 .243 DETA L BLADE SCALE: 2 : 1 " --R.110" 200' 03 MALE LOCK. SLAT SCALE: 3/8" = 1" CA_O HEADER -WALL MOUNTING (A) SILL- -WALL MOUNTING (AVERTED USE) SALE: 3/8' = 1" tz5 (TXP) (1 N LI + 2750" - 3 50d- © INSIDE LOCKER SCALE: 3/5' = 1' FRONT ELEVATION DETAIL "A" HEADER SCALE: 2 : 1 LOUVER BLADE SCALE: 3/13 = 1" kd 1.500 - 4 2.395 ---4 QE 180' STARTER SCALE: 3/5' = 1" 0 FEMALE LOCK SLAT SCALE: 3/8" = 1" R.180 R.056 - 2.755 --I 1 -1.93e- ; •81 T I 1.250' 1 85 )7:7-1. I - 1.062'{ ,- 1.5E6 © HEADER CEILING MOUNTING SCALE: 3/8 = 1' R10 R.055 } 1 DETAIL BLADE SCALE: 2 : 1 DETAIL FEMALE LOCK & MALE LOCK SCALE: 2 : 1 .086' 300 DETAIL 180' STARTER SCALE: 2 : 1 1/4 e - 20 S. S. ! °!`SCREWS 1 - '.A?I I PLAN © LOCKING PIN SCALE: 3/8" = C OUTSIDE LOCKER SCALE: 3 = 1 - �� -" ..? � - - J - x. - - -- +1 1- -- :.;AC --t • 4._ , rte - "t r-- .E•91' I t^:.F_-1• -J ` C SILL SCALE: 3/5' = 1 COMPONENTS 12 MINIMUM 0 0 Ai - 125 2.000' FRONT ELEVATION 1 GENERAL NOTES: 1. r ACCORDANCE IT1; DADE ACCORDION SHUTTER HAS P...EN DESIGNED !" Ac : f,,,., c ,, vCE w. TI-SE: D. _E ^OUNTY, 1994 EDITION OF Tip °O(fH ELU2IDA BUILDING CODE. DESk7N WINO TOADS SHALL BE GET ERMINED AS PER SECTION 5 OF ASCE 7 -68, WT1H ! BASIC M1N0 SPEED. ACCORDION SHJTtCC1'; ADECdJACY FOS :Ai,.CT AND EAT JE RESISTANCE HIS ci N VER!FIEO N ACCORDANCE WITH SECTIONS 231`• & 7314 RESPECTIVELY Of THE ABOVE 1, CODE. 2. STAINLESS STEEL SHEET METAL SC Rry :: USED AT LOUVER PIN SHALL SE 14 z 3", TYPL B. 410 -H MINIMUM SERIES. SCREWS SHAD. BE COATED WITH X'YAN 5000 SERIES FLUOROt'CLr1,r,ER COATINGS AS MANUFACTURE(' BY N TFOR:: Co, 0OY 507. WEST CHESTER PA 1938: 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALLOY (uNLEC OTHERWISE NOTE)). 4. ALL SCREWS TO BE STAINLESS STEEL 3004 OR 316 SERES W/ 50 N,i YIELD POINT R1'0 90 Isi TENSILE STRENGTH. 5. ',LI. ALUMINUM POP F.NETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MA/.T)RE1 B. BOLTS TO BE 2024 -T4 14 UMII:UM ALLOT CALvANI2EO OR STAINLESS STEEL MYTH 33S Rs■ „,Itr A6t4MUM. YIELD POINT. 7. ANC HORS TO WALL SHALL 95 AS T"1CW5: (UNLESS OTHERWISE NOTTD) (A) TO EXIST G POURFD COUCRE 1E: - 1/4 0 TAPE ON ANCHORS. :.li VA:Iu FACT URED 5! I.T.W. 9.AL1SEI OR EL! C tri DUSTRiED. INC. - 1/4 C r 7/8 RAML CAL✓ - II: AS IJANIiFACTURED BY THE RAWL PLUG COMPANY INC. NOTES: A.1) MINIMUM EMBEDMENT OF TAPi CA I ANCHORS INTO THE POURED CONCRETE SHALL BE 1 A2) 7/8" RAv+I CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POLIREO CONCRETE. NO EMBEDMENT INTO STUCCO St-ALL BE PEP.MFTTED. 1/4' 0 -Z0 SCREWS USED SNAIL Bt. 1 1/2' LONG MINIMUM Sr0ULD STiCc;O EXIST AND 1 MINIMUM FOR WALLS WITH NU STUCCO A3) IN CASE THAI PRECAST STON_. PRECAST CONCRETE PANELS, OR PARR^, SE FOUNC ON THE EXISTING WALL OR FLOOR. ANCI40RS SHAM BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. A:NC H0.RAGE SHALL BE AS MENTIONED N NOTES A1) & A 2), ABOVE. TO EXISTING CONCRETE BLOCK WALL: - 1 /4' o TAPCON ANCHORS AS MANUFACTURED BY 1.1.W. RAMS ET OR (100 INDUSTRIES, INC. - 1/ 4 o x 7/8' RAWL CALK -IN AS MANUFACTURED BY THE RAWL PLUG COMPANY INC. NOTES: 9.1) MINIMU., EMBEDMENT OF TAPCON ANCHORS INTO THE CONCRETE BE.00K UNIT SHALL BE 1 1/4' 8.2) 7 /rr RAWL CAUL - P1 ANCHORS SHALL BE 0:11R ELY EMBEDDED INTO THE CONCRETE BLOCK UN TT. NO EMBEDMENT INTO STUCCO SHALL BE PERMI1TED. 1/4' a -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST AND 1 MINIMUM FOR WALLS WITH NO STUCCO. 9.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL ANCHORS SHALL BE LONG ENOUI,N. 70 REACH THE MANN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN NOTES 9.1.) & 8.2). AB0'.E. ANCHORS SHALL 5E INSTALLED FOLLOWING ALL OF THE RECOMENDATiONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8. EACH UNIT SFULL HAVE A REALLY VISIBLE DECAL IN"TRUCT1NG OWNER OR TENANT THE MANDATORY USE Or TWO ANGLES FASTENED TOGETHER WITH BOLT AND WINGNUT, OR TWO FLAT PLATES SECURED WITH THUMB SCREWS, AT CENTER MATES DURING PERIODS OF HURRICANE WARNING. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER I5 TO BE ATTACHED TO INSURE PROPER ANCHORAC E. 10. A LABEL SHALL BE AFFI XED AT BOTTOM OF LOCKING MEMBER ZUNI- WITH THE FOLLOWING STATEMENT. HOMESHIELD INDUSTRIES INC. I - OLEAN, FL. THE SUPER SHUTTER ACCORDION TYPE DADE COUNTY PRODUCT CONTROL APPROVED" (9 (0) 3/ APPROVED AS COMPLYING WITH THE SOUTH - LORIDA BUILDING CODE D.=TE .' .:: • _ 19 4 4 FROCUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C M - 621Z. 66 DADE COUNTY IILIEcoINC : TILUT TESTING & ENGINEERING COMPANY 1505 •■ 3.311 R. S1. 1 V,RO•• 040D(.6. tr - 331• Pion. : (305)871 - 1530 . F.. . (305)9'1 -11.)` WALTER A. TILUT Jr.. P. E. FLORIDA Uc. / 441E7 ACCORDION SHUTTER HOMESHIELD INDUSTRIES, INC. 3585 E. 1018. COURT H1ALEAH, FLORIDA 33013 AL 031 ocsc•vT.s NUT 1/23/36 (.0)3E NOTE 7 -0 a.. 3 KxsT10. 133.11 AS SHOWN SCALE 6/13/96 DATE 96 - 252 DRAWING No SHEET 1 OF 5 II 0 11' I�I 'll 1 1 POU7xD CONCRETE REQ:YRCO CONCRETE ANCHOR (SEE SCHEDULE), CONCRETE ANCHOR (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED Ain. SEPARATION "5" TO GLASS OF OUSTING WINDOW OR S. G. O. (SEE SCHEDULE) WALL MOUNTING INSTALLATION - SECTION A il ■'YtON BUSHING .060' FVRI..W •r:MYESS STEEL ROLLER HOUSING r Alum. RIVETS SCALE: 3/6" J" . SOO DK NYLON BUSHING /14 x 3" 5. M. 5. STNNL£SS STEEL WITH WASHER POURED CONCRETE FE011ii�f i• CONCRETE ANCHOR 5 O. C. (Mar.) C- 1 —Min. SEPARATION O OR 5. G. 0 F(SEE SCHEDULE) WINDOW ///////ii CONCRETE ANCHOR O B 0. C. (CONCRETE) Q 6' 0. C. (BLOCK POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED E. 0. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 OF 6) . ;co ' DA. NYLON BUSHING .060' FORMED 5TNNLESS STEEL ROLLER HOW. NG `-Nun. RA•ETS WALL MOUNTING INSTALLATION - SECTION Al SCALE: 3/6" = I" tto NOTE : THIS SECTION ONLY VALID FOR DESIGN LOADS UP TO 75 psf. 0 J L .500" M1ON CUSHING /14 x Y S. M. S STAINLESS STEEL WITH W45r,Z' PORED CONCRETE REQUIRED CONCRETE MANOR (SEE SCHEDULE) 060" FORMED STNNLESS STEEL ROLLER NOUSING Alum. RIVETS --Min. SEPARATION 'S"- 1 TD GLASS OF EXISTING WINDOW OR S. C. D. (SEE SCHEDULE) � V .500" fXA. NYLON BUSHING 114 x 3 S. M. S. STAINLESS STEEL WITH WASHER . 500' Min. .375" Min. 1.000' - SECTION B /z j POUR EC CONCRETE REQUIRED E. 0. \ n \` '\ 1 \ \\` CU EX!: OF CEIU!IG G APFLICN3LC .500' OK ,NYLON BUSHING T l0 r 3/4' S. S. S. M. 5. •r 0.C.EASIDE (1/7 TO 7') x ? x .125' ALUMINUM ANGLE EA. 510E ( 6063 -T5 ALLOY) ' / //A // II I II \/ \ � 1.000 1.000' / f.000' CONCRETE ANCHOR (SEE SCHEDULE) E D. 7' EDGE OF SLAB IF APPLICABLE CEILING /FLOOR MOUNTING INSTALLATION SCALE: 3 /E' = 1' POURED CONCRETE RCOU1ED CONCRETE ANCHOR (SET SCHEDULE) \ \ \ \\ - 11. III 060" FORMED 1 S TAWLESS STEEL 1 ROLLER HOUSING 1 Alum. RIVETS I - Min. SEPARATION "5'- TO GLASS OF EXISTING 1 WIN OR 1(555 SCHEDULE) /14 x F S. M. S. STAINLESS STEEL WITH WASHER / CONCRETE ANCHOR (SEE SCHEDULE) POURED CONCRETE REQUIRED / - SECTION B I E. D. ECCE OF CEIUNG I Ac•PLI5'431C .500' DIA. NYLON BUSHING h • 3R T .500' 1Nk NYLON BUSHING EDGE OF SLAB IF APPLICABLE CEILING /FLOOR MOUNTING INSTALLATION SCALE: 3 /B 1" APPtOVED AS COMPLYING A TH THE " SG•JTHLOi;DA 8UiLDING CODE DATF7e UV'(ZY 19_ 19 F y PRODUCT CONT: ! DIV!S:Oii 'BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 COUNTY IILIECO INC TIUTT TESTING a ENGINEERING COMPANY 5595 N.• 5 A, 51. 217. M1601w4 Oum[K.. gCa■5. 33166 PMn• (305)771 -1530 fa. (305)6'1 -15.71 WALTER. A. TILUT Jr.. P. E. F1.0R ILDA tic / 44167 ACCORDION SHUTTER HOMESHIELD INDUSTRIES, INC. 3585 E. 10th. COURT HIALEAH, FLORIDA 33013 .cv. LAI P4 5617 R\. .. 5617 AS SHOWN SCALE 8/13/98 DATE 96 — 252 DRAWING No SHEET 2 OF 6 Pvt/RED CCNC°.ETE RECL /1RED CONCRETE ANCHOR (SEE SCHEDULE) .� N CONCRETE ANCHOR (SEE SCHEDULE) / POU1 D CONCRETE - OR CONCRETE BLOCK WALL REQUIRED Min. SEPA.RAT/OW '5• TO GLASS OF EXJSTINC WINDOW OR S. G. O. (SEE SCHEDULE) - SECTION C r 3" x .125" OR r r 125' Alum. / TUBE (6063 -r6) f10 r 3/4" IEKS a e' 0. C. / STAt^C£Rin 060' FORMED STNNL E5r STEEL ROLLER HOUSING Alum. RIVETS /10 x 3/4' TEKS 0 0- 0. C. \ STAGGERED 1" r x.125 - OR 2• r r x .125 Alum. TUBE (6063 -T6) .500" DA NYLON BUSHING /14xr S. M. S. STAINLESS STEEL WITH WASHER WALL MOUNTING INSTALLATION (OFFSET) SCALE: 3/8" - 1 E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 OF 6) PQUREO CONCRETE REQUIRED I .500" DIl - NYLON BUSHIA; CONCRETE ANCHOR 49 8' 0. C. C I ---Min. SEPARATION •5' OF EXISTING i TO OR S. GLASS . 0. (SE EDULE) C ='xr ORrOR5" x 125• ALUMINUM ANGLE 1606J-rd ALL0)) / 1/4. c -20 S. 5. BOLTS W/ NUT t WASHER 0 HO fLl Ir 0. C. r.. T — o,N ea.:HaIG - I.000' 0' *n: \ -- 1.00 — 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER a r r 0. C. CONCRETE ANCHOR • e• o. C. (CONCRETE) ` -- 2 r r OR 4 OR 5' x . 125" ALUMINUM ANGLE POURED CONCRETE (6063 -T6 ALLOY) OR CONCRETE BLOCK WALL REQUIRED WALL MOUNTING INSTALLATION (OFFSET) - SECTION CI SCALE. 3,'e" = NOTE : THIS SECTION ONLY VALID FOR DESIGN LOADS LIP TO 75 psf. .500" DII. NYLON BUSHING /14x u. S. STAINLESS STEEL WITH. WASHER 81 I TYPICAL ELEVATION N. T. s. SEE NOTES ON LOCKS ON SHEET 4 OF 6 FOR LOCK REQUIREMENTS APPROVED AS COMPLYING WITH THE SOUTH LORWDA BUILDING CODE DATA S n: 19�• 3Y • ••••• 1 4 %- PRODUCT CO.IROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. a� - n ?� Z. b ' IILIECO INC. TILL/T TESTING & ENGINEERING COMPANY 6595 KW. 36tH R. Sta 217. `MO'8 ■ 04x006, RMIM 33166 Phan.: (305}671 -1S30 . ray . (305)071 -1531 WALTER A. T1LLTT Jr.. P. E. FLORIDA Lic. f 44167 ACCORDION SHUTTER HOMESHIELD INDUSTRIES, INC. 3585 E 10th. COVP.T HIALEAH. FLORIDA 33013 ast:.►1.o.t an CIGI/tit. txscsnew 647[ r... • AS SI{OWN SCALE 8/13/98 DATE 96 — 252 DRAWING N0 SHEET 3 OF 6 DADE COUNTY POURED CONCRETE' OR CONCRETE BLOCK WALL REOUIRED CONCRETE MCHOP1 (SEE SCHEDULE) /10 x 3, HEX TENS ® tr C. G. CryrJ SECTION E SCALE :: 3/8 t 1" (G) /70 x 3/4' HEX T£KS 0 12' 0. C. (Ty p .) r x r x .125' ALUMINUM TUBE (6063 -T6 ALLOY) E'isr,. G GLASS —� (2) n 1 OR INSIDE `L4NCLE I2 ABOVE AND BELOW LOCK t K X I i 1 TO BE INSTALLED DURING 1 N PERIODS OF HURRICANE C iS 1 / WARNING ( ?YP.) .4U Ngb I to O pq &WED QQ i� 1 ��. 2�bfn SECTION E SC 4L E: 3/5' = 1 - 3 r xrx.125 ALUM /NUM RUBE (6o63 -r6 ALLOY) WITH 1/4 - -20 BOLT & WINGNUT FOR OUTSIDE HANDLE !2" ABOVE AND BELOW LOCK; ro BE INSTALLED DURING PERIODS OF HURRICANE WARNING. (TYP.) POURED CCWCR 1 E C'Oh /r:. BLOCK ri'LL d REOU1Rz D CGMCREIF 1J CH%)RS 1 _. j/ (-Su WIRT::Ei i/ ISOMETRIC (Typ. AT TOP (CORNER POST) & BOTTOM SLABS) N. T. S. v3 l 1/2 x 1 1/2 OR - 1 1/2 x � r OR 2" x2 Of? rx OR Z 4" OR2'x S x .125" ALUMINUM ANGLE (6063-T6 ALLOT) 3/16' ALUMWUM POP RIVETS 0 1r 0.. C. 2' x 2' x .125' Alum. TUBE 6063 -T6 1 1/2 x S x .044' Alum. ANGLE (TOP & BOTTOM) EDGE OF SLAB EXISTING GLASS E ©Oft0 oR Bi 0 (H i - 1000" Nin. 1.000 ■- r � SCALE: 3 /E" = 1' POURED CONCRETE CONCRETE BLOCK WALL REQUIRED j CONCRETE ANCHORS (SEE SCHEDULE) ONE SIDED SHUTTER : END CONNECTION DETAIL 1/r x 1 1/2" OF, 1 1, /r x 2 OR • x2OR 2'x3OR ✓ x 4 - ORrx5x .125' ALUMINUM ANGLE f \ (6063 -T6 ALLOY) • 3/16" ALUMINUM. POP RIVETS 0 12' O. C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT - �.iC1 6 '� �— 19 B Y / PRODUCT CON ROL DIVISION BUILDING CODE COMPLIANCE OFFICE / ACCEPTANCE NO "1 I — 62I Z • 66 DADE COUNTY IILIECOIwC . TIUTT TESTING Q ENGINEERING COMPANY 6395 N.• )511 . 9•. 217 NRON4 0419[16 RDRI[n 33 166 Floe. (305)'1 -1 S30 . Fe, (Y:5 )071 - 1531 WALTER A. TILUT Jr., P. E. FLORIDA Uc. j 44167 ACCORDION SHUTTER HOMESHIELD INDUSTRIES, INC. 3585 E. 10th. COURT HIALEAH, FLORIDA 33013 E. b CCSCRITIODI GEaIE L 1)412 orscRrnw M12 AS SHOWN SCALE 8/13/96 DATE 96 — 252 DRAWING No - SHEET 4 Of 6 MAXIMUM DESIGN LOAD ' W' ( p.s.f. ) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT BOTTOM (TO MASONRY) FLOOR /CEIUNG MOUNTING INSTALLATION TOP do BOTTOM (TO CONCRETE) FROM 4 5.1 TO 61 .8 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE .3 8" 8" 8" 8" 8" E" 8" 8' 7 1 /2" FROM 61.9 TO 75.3 8" 8' 8' B" 7" 6" 8" 8" 6 1/2" FROM 75.4 TO 91.4 8" 8" 8 r 6" 4 1/2" 8" 7" 5 1 /2" 01 91.5 TO 120.0 8" 8" 8' 5 1/2" 4" 4" 6 1/2" 5" 4 1 /2" FROM 120.1 TO 1 68. 1 _ 8 8 ' 8" 4" 3" 3 4 1 /2" 3 1/2" 3 1 /2" FROM 168.2 TO 226.3 7" 5 1 /2" 5 1/2" 2 1/2" - - 3 1/2" 3" 3" MAXIMUM tESIGN LOAD -W (p.s.f.) MAXIMUM PANEL SPAN SEPARATION " GLASS Min.) • *4 • •• 45.1 12' - 11' 13' -10" r r 47.8 12' -11' 13' -8' 3' 3" 49.0 12' -11" 13' -r r r 5 0.5 12' -11' 13' -6' 3' 3" 52.0 12' -11' 13' - 4' 3' r 52.4 12' -t 1" 13' -4' 3" r 55.0 12' - 11" 13' - 2' 3' r 55.2 12' -1 13' - 2' 3" r 55.6 12' -11' 1 3' -2' r r 57.2 12' -11" 13' - -0' 3" r 58.6 12' -11" 13' -O' r r 58.8 12' -11" 13' -O' r r 59.5 12' -11' 12' -11" r r 59.7 12' -11" 12' -11' r 3 " 61.5 12' -10" 12' - 10- 3' '3" 61.6 12' -10' 12' -10" 3• r 61 .9 12' -10' 12' - 10' 3' r 63.4 12' -9" 12' -9" 3' 3- 63.6 12' -9" 12' -9" 3" 3- 63.7 12' - 8" 12' - r 3" 66.9 12' -r 12' -r 3' r 67.0 12' -r 12' - r r 3" f MAXIMUM DESIGN LOAD " (p.s.f.) MAXIMUM PANEL SPAN "L" (ft.) MINIMUM SEPARATION 'S" 10 GLASS (In.) • *4 • •• 67.5 12' -6' 12' -6' 3' r 70.1 12' -5" 12' -5" r r 71.1 12' -4" 12' -4 r r 71.4 12' - 4" 12' - 4" 3" 3' 71.5 12' - 4' 12' - 4 r 3" 72.9 12' -3" 12' -3" 3" r 75.1 12' -2" 12' -2" 3' 3' 75.2 ' 12' -2" 12' -2' 3" r 75.3 12' -2' 12' -2" 3' 3' 77.0 12' -2' 12' -2' r 3" 77.5 12' -1' 12' - 1' r 3' 78.8 12' -O' 12' -7' r 3' 80.7 12' -0" 12' -(Y r r 81.5 11' -11" 11' -11' r r 82.5 11' -10" 11' -1Cl - r r 63.4 11' -10' 11' -10" r r 86.2 11' -9' 11' - 9' r r 86.7 11' -9" 11' -9' •r r 86.8 1 1' - 11' r 3' 88.5 11 11'-8' r 3" 90.3 11' - 6" 11' - 8" r r 90.8 11' -7" 11' - r r r MAXIMUM DESIGN LOAD MAXIMUM PANEL SPAN "L" rt.) MINIMUM SEPARAT10f. "S TO GLASS (in.) -W' (p.s.f.) • •• • •• 125.3 10 - 9' 1 Cr r 2 3/4' 125.8 10' -8". 10' - 8" r 4 126.7 10' - 8' 10' - 8' r 2 3/4' 129.6 10' -T 10' -r r 2 3/4' 130.9 10' - 10' - T 3' 2 5/8" 131.6 1D' -7' ID' -7" r 2 5/8" 134.3 10' -6' 10' -6" r 2 5/8" 136.2 10-6' 10' -6' r 3' 137.9 10' -S' 10' -5 3' S 140.7 10' -5 10' -5" 3" r 142.8 10' -4 1D' -4 3" 3' 143.5 10' -4" 10' -4' r 3" 147.0 10' -2" 10' -2' r 2 7/8" 148.4 10' - 2' 10' -2" r 2 7/8' _ 152.6 10' -0" 10'-0" 3" 2 7/8" 153.1 10' - 0' 10' r 2 7/8" 156.8 9' -10' 9' -10' 3' 2 7/8' 157.5 9' -10" 9' -10" 3" 2 7/8" 157.8 9' - 10" 9' - 10" 3' 2 7/8" 160.8 9' -9' 9' -9' 3" 2 3/4" 161.7 9• -9" 9' -9' 3" 2 3/4 164.4 9' -8" 9' -8' r 2 3/4' MAXIMUM DESIGN LOAD 'N' MAXIMUM PANEL SPAN 'L" (ft.) MINIMUM SEPARAT10f. "S TO GLASS (in.) (p.s.f .) • •• • •• 165.2 9' -r 9' -r r 2 3/4' 188.1 9' -6" 9' -6" r 2 3/4 168.7 9' -6" 9' -6" r 2 3/4' 170.D 9' -6" 9' -6' r 2 3/4' 175.6 9' - 9' -4" 3' 2 5/8" 176.6 9' -4" 9' - 4" r 2 5/8" 180.3 9' - 9' - r 2 5/8" 188.0 9' -0" 9' -0" 3' 2 1/2" 195.2 8' - 10' 8' -1J r 2 1/2' 197.2 8• 8' - 10" r 2 1/2' 199.1 8' - 9" 8' - 9" r 2 1/2" 204.7 8' - 6' - 8' 3' 2 3/8" 211.3 8' - 6" 8' - 6' 3' 2 3/8' 216.9 8' - 5' 8' - 5' r 2 3/8" 221.6 8' -4' 8' -4' 3" 2 1/4' 226.3 8' -3' 8' -3" 312 1/4 SHUTTER SPAN "L" (ft.) l MINIMUM SEPARATION "S TO GLASS (in.) MINIMUM SEPARATION "5" (in.) LESS OR EQUAL THAN 8' -2" 2 5/8" > 8' -2" TO 12' -1 1" r r 3" ACTUAL E. D.= EDGE DISTANCE FACTOR l MINIMUM SEPARATION "S TO GLASS (in.) 3" .86 2 1/2" .71 91.4 2" .50 MAXIMUM DESIGN WAD - 1Ir MAXIMUM PANEL SPAN 'L (ft•) l MINIMUM SEPARATION "S TO GLASS (in.) (p.s.f.) ,_- 91.4 11' -r 11' -r r r 92.7 11' -6' 11' -6' 3" 3" 93.6 11' -6" 1'1' -6' 3' r 94.6 1V-6" 11 r r 96.6 11' - 11 - 5 r r 96.8 11' - 1 r r 97.7 11' - S 11' - S S r 100.5 11' -4 11' -4 r x- 101.5 11' -4" 11' -4' 3" 3" 103.7 11' -3' 11 ' - 3 3" r 106.5 11' -2" 11' -2" I r 3" 108.8 11' -2 11' - 7 3 " r 110.6 11' -0" 11 -0' r 3' 111.0 11' -0" 11 -7 r r 114.1 11' -0" 11' -D 3" 3" 116.5 10' -11" 10' -11 r r 116.9 10' -11" 10' -11 r r 117.6 10' -11 1C' -I1 r r 119.7 10' -1 t' 10' 1 3 r 120.0 10' -11" 10' -11" r r 121.2 1o' -1Cr 10' -10 r 3" 122.5 10' -9' 10' -9" r r MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS A, Al, 8, B1, C & Cl ON SHEET 2 & 3 OF 6). ANCHOR SPACING LEGEND (1) Mo. ANCHOR SPCC. VALID FOR SPANS OF 7' -6" OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 7' -6" TO 9' - ". (3) Mar, ANCHGR SPCC. VALID FOR SPANS GREATER THAN 9' -6" TO Mox. ALLOWED. MAXIMUM DESIGN PRESSURE RATING "!N_ . s.�.� AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS A, 8, t'' Fi 0 ON SHEETS 2 .& 3 OF 6). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATVE PRE (SUCTION) LOADS. IN ACCORDANCE WITH PSCE 7 - CRITERIA FOR A GIVEN CPENING. IF NEGATIVE PRESSURE VALUES COMPLY WTH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. + USE ONLY TP.PCON ANCHORS AT ALL WALL MOUNT INSTALLATION. USE TAPCON /RAWL CALK -IN ANCHORS AT FLOOR /CE INSTALLATION. SEE SHEETS 6 OF 6 FOR ANCHORS TYPE S: SPA.CING FOR INSTALLATIONS INTO WOOD FRAME BLOCS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAWL CALK -IN ANCHORS IS 2 1/2 "). EDGE OF 3" No. N■n. t O s 2 ANCHORS REQUIRED EACH END S = ANCHOR SPACING GIVEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W/TRACK "A" (TOP & BOTTOM) SHALL BE INSTALLED STAGGERED AT Max. SPACINGS INDICATED or SCHEDULES. TABLE 1: MINIMUM SEPARATION "S" BETWEEN GLASS AND SHUTTER FOR. A GIVEN SHUTTER SPAN "L. FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION "S" TO BE MEASURED AS INDICATED ON SECTION D, SHEET 4 OF 6. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •• FOR SHUTTERS INSTALLED ABOVE 30' -O ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT a:. • . 'IJ jc 1 BY PRODUCT CONTn,,L D:V'S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. -oal z. bR� DADE COUNTY IILIECOc. TILL/1 TESTING t ENGINEERING EX/I./PA/4Y SSW N.• ISV, Si_ Ste 2.7 wRO' ' O.RDEK, Dw 33165 .. Phae (305)371 -15 na 30 . Fa. . (3cs)1371 -1531 WALTER A. TILUT Jr., P. E. FLORIDA Uc. P 44167 ACCORDION SHUTTER SCALE HOMESHIELD INDUSTRIES, INC. 3595 E. 10th. COURT HtALEAH. FLORIDA 33013 ocsnsrnN 1AELE e.TT 1/23/98 6. pcsCmrT e•TT 8/13/98 DATE 96 - 252 DRAWING No SHEET 5 OF 6 �1 • WOO, S C. A.X. AX. • RE. RED. • I • WL7Ci0 HEADER REQUIRED -4-14ln. SEPARATION "S"-4. TV CLASS OF IX'STlNC WINDOW CR S. G. D. (SEE SCHEDULE) ALTERNA TIVE I /4 0 r r' LONG LA; SCREWS 4 6 O. c. 1 / 1 1/r Min. PENETRATION r- 117 COSTING WOOD AEA&' F /� 060' FORMED / STAN -ESS sir" ROLLER H0US/AG ALUMINUM RATS 1 ALTERNATIVE 2 Sod • NYLON BUSMNC I/4 x .T' LONG LAC SCREWS O 6 O. C. W/ 1 1/7 Min. PEA TRArA7f( TV IXA11NG WOOD HEADER ✓ r3"OR 4' OR r r . 125" ALUMINUM ANGLE (606J -76 ALLOY) 1/4 0 -20 S. S. DOLTS W/ NUT • WASHER • 17 O. C. 060 FO1?A/ED srAY1LE35 sTEa ROLLER HOUSING ALUMINUM RNETS 1.000' Mtn .50a- • NYLON BUSHING IN MI /14. r s M. S STA.WESS STEEL 071)4 WASHER NEW P. T. r r 6' Conti. 0) 1/4' 0 x 5" LAC SCREWS 0 EACH STUD (1MDWITN OF STUD) AND W/ r Min PENETRATION 17 STUD SO+Y NYLON GUSH /NC WALL MOUNTING INSTALLATION - .SECTION A SCALE: 3/8" T - Min. SEPARATION "S' TO GLASS OF EXISTING WINDOW OR S. C. 0. (SEE SCHEDULE) V W000 HEADER REOUIIRED ALTERNATIVE 3 WOOD HEADER REQUIRED - Min. sEPARAT.ON • r= ^� TO GLASS OF EXISTING WINDOW i OR S. G. 0. (SEE SL^NEDULE) ALTERNATIVE 4 NEW P. T.: r r W/ 1/4 0 : ?' LONG LAG SCREWS STAG/ARM O C' 0. c. I''/ 1 1/2' Min. PE/CIILATKW T6 EI=VIC *000 PAY? 060" FORMED STAINLESS STEEL ROVER N7USIT G ALUMINUM RIVETS 500 .•._��• NYLON BUSTING 1' x 4" r .725 (Min.) Alum. RISE Cont. (606.3-76 ALLOY) W/1/4' x Y LAG SCREWS • 6' 0. C. W/ 1 1/2" Min. PENETRATION TO DOSTING 0000 HERDER /10 r J /4' 70X5 • 6" 0. G STAGGERED 060' FORMED STAINLESS San ROLLER HOUSING ALUMINUM RNE7S SL0" 0 NYLON BUSHING 'Mf ( 1 E • 1 • I.I'l • •4i,1A'i.,I I.I ul4.l =I_ a • � 24 •. C. RE RED. 0000 HEAD REOUR:A Min. SEPARATION "5'- 70 GLASS OF EX757I G PTt •DOW OR S G. D. (SEE SC!£ LZLE) 1/4' 0 r 7 1 'Y LAG SCYtEWS O 6» 0.c ALTERNATIVE 5 • u N1.;=• • IM 14 xJ /4" S 5. S. N. S O 6'0. C. ALTERNATIVE 6 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS LAG SCREWS B c. C TO L Y Mn Pc'NEORATON W000 HEADER ( % - 2» rY CV2C OR5" r .125 ANNUM RNLI E :6053-76 ALLOY) 1/4' •-20 S. 5. DOLTS n/ NUI & WASHER 6 !r O. C. .060" 1ORMEJ STAINLESS sza . ROLLER 1,th.ISING {tin. ALUMINUM/ WETS ...WV' • ?MON BUSHING 1/4' 0 -20 S. S o0LT5 W/ NUT dr WASHER Q 1 r G• C. • xJ'oR4 " OR5 - x 125' ALLARN:/N ANGLE (606.3-T6 ALLOY) 1' x 4 r .125' (u.:.,.) 606.3-15 Alum. TUBE Conf. M /(2) 1 /4' 0 x 4 L4C SCREWS O EACH STUD (MI0w1T14 OF STUD) AND w/ r u;.. PENE7 ,4770'4 MTC STUD .50d 0 NYLON BUSHING 1.000 Al n /74 x.r S N. S. STAINLESS STEEL W/ WASHER 1/4 0 -20 S. 5. BOLTS w/ M/T et WASHER • 72 0. C. 2" x3 4' OR ALUMINUM ANGLE (6063 -T6 ALLOY; NEW P. T. Y x 6 Cont. (2) 1/4' 0 x 5' LAG SCREWS 0 EACH STUD (MOWN OF STUD) AND w/ 2' Min P11 02/141LON INTO STUD T WOOD TRUSSES OR w1F7FR 0 24 0. C. &COLORED W/ 1/4 0 r 1 7/2" LAG SCREWS 0 6 0. C. 060' FORMED STAINLESS SIE£L ROLLER HOUSING Min. SEPARATION - S" TO CLASS OF EXISTING WINDOW OR S. C. 0. (SEE SCHEDULE) .500' • NYLON BUSHING 174r.3"S AI 5 . STAINLESS STEEL •17)1 WASHER 1.000" 1.000 1.000" 1.000" 7/4' 0 r 1 7/Y [AG SCREWS 0 C ALTERNATIVE 1 NEW r r 6' P.T..Cont. WOOD PLATE W/ (2) 5/16 x 6 LAC SCREWS TO EACH / 14 x 3/4' RAFTER OR TRUSS. LOCATE 5, 5. 5. u. SCREWS AT Mo*1D7)4 OF 0 6" 0. C. EXISTING •000 MEMBER (r Min. NOMINAL 010114) W/ Y Min. PENETRATION. 500" 0 NYLON BL/514/1G ALUMINUM Rri£IS In � .m g j to S.S.M. - S. OR .3616' 0 AMT. POP RIVETS 6' O. C. EA SIDE T MOD MUSSES OR RAFTER 0 24' 0. C. REQUIRED 5. .060 FORMED STAINLESS STEEL ROLLER HOUSING .-Min. SEPARATION 'S' TO GLASS OF EXISTING IIINIOOW OR S. C. D. (SEE SCHEDULE) 1 J /4 x r x 125" Alum. ANGLE EA. S10E(6063 -T6 ALLOY) 7 x E 0000 DECK REQUIRED (NO FINISH ALLOWED) Av •- x 4' x .725 (Min.) 6065 -T5 N;on. TUBE W/ (2) 5 76'Ox C LAC SCRDYS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT 1/1017707H OF COSTING W000 MEMBER, (r Min. NOMINAL WIDTH) W/ r Min. PENETRATION. Sod • N YLON BUSHING ALL/76NUN WETS 5 2 2 b . 1 .500' 0 NYLON BUSHING /14x.3' u. S. STAINLESS STEEL WI7)4 WASHER ALTERNATIVE 2 7/4" 0 x 1 7/7 LAG SCREWS 0 6" 0. C. CEILING /FLOOR MOUNTING INSTALLATION - SECTION B SCALE 3/8' = 1" NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH MAXIMUM DESIGN LOA9 LESS THAN OR EQUAL ro 75.0 p.s.f. AND 9' -0 Mox. SHUTTER SPAN. 2. NEW 2" x 6" P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 3 M. M. C. W SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD ME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 7 x 6' WOOD DECK REQUIRED (NO FINISH 4U..17403) 3) APPROVED AS COMPLYING WITH THE SOUTH r ORIDA BUILDING CODE DATE EBRUAR4 ) 9 19q BY ��. i "`!! , "'lvx:✓ PRODUCT COthh1;L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO gcl _ 10 ZI . NOTE FOR COMBINATION OF SECTION'S: WALL/FLOOR/CEILING MOUNTING SECTIONS CAN RE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. IhLIECOINC TILLIT TESTING & ENGINEERING COMPANY 63• M..'. 3otn St., S,.. 277. 'ARCM. 0 FLORIN 33166 h'o : (305)111 -1530 . Fax (34)5)877 -75.17 WALTER A. TILUT Jr., P. E. FLORIDA Uc. 1 44107 ACCORDION SHUTTER HOMESHIELD INDUSTRIES, INC. 3585 E. 10th. COURT HIALEAH. FLORIDA 33013 2 oa GENERAL OAR 1/23/96 OAT( xc'.. 3 DADE COUNTY AS SHOWN SC-ALE 8/13/96 DATE 96 - 252 DRAWING No SHEET 6 OF 6 NEVI RO0i HEIGHT (h) NON COASTAL ZONES a COASTAL ZONES / EDGE ZONE (/ END ZONE ,,� _ _ INTERIOR 70i,E \ EDGE ZONE END ZONE ■ IPITERIOR ZONE > 60' -70' 116.5 66.8 57.2 153.1 114.1 75.1 >70' -80' 121.2 90.3 59.5 156.8 116.9 77.0 >80' -90' 125.8 93.8 61.8 160.6 119.7 78.6 >90' -100' 129.6 96.6 ' 63.6 F 164.4 122.5 80.7 >100' -120' 136.2 101.5 66.9 170.0 126.7 83.4 >120' -140' 142.8 106.5 70.1 175.6 130.9 86.2 >140' - 160' 148.4 110.6 72.9 180.3 134.3 88.5 >160' -180' 153.1 114.1 75.1 185.0 137.9 90.8 >180' -200' 157.8 117.6 77.5 188.0 140.7 92.7 >200' -250' 168.1 125.3 82.5 197.2 147.0 96.8 >250' -300' 176.6 131.6 86.7 204.7 152.6 100.5 >300' -350' 185.0 137.9 90.8 211.3 157.5 103.7 >350' -400' 192.5 143.5 94.5 216.9 161.3 106.7 >400' -450' 199.8 148.9 98.1 221.6 165.2 108.8 >450' -500'j 204,7 152.6 100.5 226.3 168.7 111.1 MEAN ROOF HEIGHT (h) COASTAL i.: NON COASTAL' ZONES (TRIBUTARY 'TEA = 23 112.) COASTAL & (TRiBUTA.R`r 14011 CDAS ZONES APEA = 50 FT2.) 0' -15'. ENO ZONE. . 1 INTERIOR ZONE 0' -15' 62 7 51.1 L 42.9 >15' -20' 62.0 55.6 >25' -30' 46.7 >20 25 56.1 59.4 I 49.9 >2 -30' >40' -50' 62.6 I 57.6 >30' - 40 - 65.8 67.7 j 56.9 >40' -50 I 72.2 ! 5' ✓ - 6 >50' -60' 76.0 63.8 WEAN ROOF HEICHT (H1) COASTAL i.: NON COASTAL' ZONES (TRIBUTARY 'TEA = 23 112.) END ZONE - 1 INTERIOR ZONE 0' -15'. 57.7 I 45.8 >15' -20' 62 7 I 49.6 >20' -25' 67.0 62.0 53.2 >25' -30' 70.7 I 56.1 >30' -40' 75.4 71 6.0.7 >40' -50' 81.5 ! 64.7 >50' -60' 65.8 79.3 68.1 MEAN ROOF HEIGHT (h) COASTAL d: NON C0 ;.S.:l 2014 =5 (TR:OUTAR AREA - 40 FT2.) END ZONE. I IN1ERIOR ZONE E 0'--15' I 2 53.3 / 43.9 - = -2G' 58.0 p 47.7 >20' -25' 62.0 54.9 51.0 - >25' -30' 65.3 >40' -50' 53.5 >30' -40' 70.6 6 2..5 58.1 >40'--SO 75.3 62.0 >50' -60' 79.3 65.3 BEAN ROOF HEIGHT (h) C07.r- :! r: NON COASTAL ZONES (11• .J APY AREA = 3D F12.) F.t4:r 7 ;,tIF INTERIOR ZONE W-15' 55 j 44.8 >15* -2D' 6'= 4 48.8 >20' -25' 6 52.1 >25' -30' 6:..0 0 54.9 >30' - 40' 7 :.5 53 >40' -50' - 76.4 - 63.3 >50' -60' 6 2..5 66.7 >20' -25' COASTAL :c NON COASTAL ZONES (TRIBUT ARY AREA = 10 1T2.) END ZONE 61.5 66.9 71.5 ' > -30' 75.3 >30' -4rs 81 >40' 5Cr 86.8 >50' -60' 91.4 i11TEF:i0P ZONE 47.5 52.D 55.6 58.6 63.4 67.5 71.1 BUILDING'S `I ROOF tr G T . v .'` r' _: :N LOAD F NE B MEAN :.;,.•; .x;1H .7 �� _..._ OR Cor�FC1'� , -.T,, S 1. (:. , .Dc' , N_ (P.S. FOR ASCE - -BS - MEAN ROC.): • HEIGHT EQUAL OR LESS (At ARTME''= t BUILDINGS) BUILDING'S MEAN ROOF HEIGHT VS DEIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN PQOF HEIGHT GREATER THAN 60 FEET (APARTMENT BUILDINGS) - Tt��EC ® 1��. TIWT TESTING t QIOINEERINO COMPANY ' 5Y5 M.W. 56tn„ Lb. 217. VAGe..a COS. r1.0o.6. 33166 rn (M -1510 . r .: '5_'5)57 - WATER A TlLLJT Jr.. P. E. T10RIOA Lk. 1 44167 ASCE 7 -88 /WIND LOAD SCHEDULES l .o PROFESSIONAL ENGINEER'S SIGNATURE AND SEJ.L INDICATED ON THIS DRAWING ARE ONLY APPLICABLE TO GENERIC WIND LOAD CHARTS BASED ON A_S.C.E 7-86 SECTION 6. REEUIREK NTS FOR A FASTEST MIND SPEED OF 110 H.P.H. - SPECIFIC WIND LOADS NAMED OR HIGH LIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC 308. AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMI NID BASED ON AN SPECIFIC MEAN ROOF HEIGHT, WIND EXPOSURE. AS WELL AS EDGE. END OR INTERIOR ZONE. HAVE NOT BEEN ANALYZED BY THIS FNGIMER NOR TtEY ARE REINS CERTIFIED HI THIS ENGINEER. SHOULD THIS CONDITION NOT THE ACCEPTABLE BY THE BJIIDII OFFICIAL. TT-!a4 THIS SIGNED AND SEALED GENERIC KIND CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT YHA SPECIFIC DESIGN WIND LOADS ARE REWIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. ocsr..ro� o-r' DADE COUNTY AS SHOWN SCALE 5/17/95 DATE DRAWING No SNCCT 1 OF 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE s �p Date v-/ f 1 Zia Job Address 1250 M 9 7 ` J�€ £T Tax Folio / � 0 � , o ©� DO al llescnp i "� _, )- 6 S \ 'j,, - � g tion � }�, �y � � � p g — () Historically Designated: Yes No Owner/Lessee / Tenant at • ( 20 EV Z Master Permit # �, b R v Owner's Address J� 5 i 2 Z/ l O 51x0-€J Phone j Z/ 9" 96 9 Contracting Co. �Z Qualifier Q [ijD() State # 0 i3 D5 Municipal # Competency # Ins. Co. iW®WA) t Ob Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): : 1 ILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE WORK DESCRIPTION r G'-pc& 7-z O& A) u) Square Ft. Estimated Cost (value) Si/ 4. /()d • 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 cons t ion and zoning. Furthermore, I authorize the above -named contract o do e -••rk stated. Sign of owne d/or Condo President Date N: t ary : ✓o O 11 My Commission Expir FEES: PERMIT d/or Condo Presi Address705 Ne., Wm ST W; »' M. f( 331 b/ NS "uL-Z SS# Phone L ) /J (/ 2 `dZ RADON o' -/Z_o7 Address Address Address EAT -Sr er Gv o 7 1 81(. (€ (qc 2 ) C.C.F. Signature ontract or er- Builder MAYl W V b. :,OkID pty C F m , u 1/26/06 r+u DD 007575 venandry lcnoxa Deer 1111. No' lr- :. . . My Commission E Electrical SIGN Date 0 7// t /oj De Da e NOTARY • (7 ^ BOND / TOTAL DUE ( , . O APPROVED: Zoning Building Mechanical Plumbing Engineering *f. h'(Uua t � f t�4 'r+i gyp To A - 8 rJo DE7 DO DD DDDD )\U'1 V / 1 6 1 1 AI ST1NG I 7977"ThIT ro MIAMI PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT Industries 1070 Technology Drive Nokomis FL 34274 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 PW 7,01 Aluminum Fixed Window - Impact Resistant (7/16" Lamina ted) under Chapter 8 of the Codc of Mianu -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been rcconunendcd for acceptance by the Miami-Dadc County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid aftcr the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsitc or manufacturer's plant for quality control tcsting. if this product or material fails to perform in the approvcd manner, BCCO may rcvokc, modify, or suspend the use of such product or material inuncdiatcly. BCCO reserves the right to revoke this approval, if it is dc(emlined BCCO that this product or material fails to meet the requirements of the South Florida Building Codc. . The expense of such tcsting will bc incurred by the manufacturer. Acccptancc No.: 99- 0218.01 This application for Product Approval has bccn rcvicwcd by the BCCO and approvcd by thc Building Codc and Product Review Committcc to bc used in Dadc County, Florida under thc conditions set forth above. . Expires:05 /20/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Approved:05 /20/1999 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 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2555 Raul Rodiigucz Chief Product Control Division 7 rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office 1. PGT Industries 1. SCOPE 1.1 This approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Codc (SFBC), 1994 Edition for Miami -Dadc County, for the locations where thc pressure requirements, as determined by SFBC Chaptcr 23, do not cxcccd the Design Pressure Rating valucs indicatcd in thc approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series PW 701 Aluminum Fixed Window - Impact Resistant and its components shall bc constructed in strict compliance with the following documents: Drawing No 4214, titled "Impact Picture Window (0)" Sheets 1 through 4 of 4 dated 2/16/98, rcviscd on 1/29/99, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dadc County Product Control approval stamp w ith the Notice of Acceptance nunber and approval date by the Miami-Dade County Product Control Division. These documcnts shall hereinafter be referred to as the approvcd drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approvcd drawings. 4. 'INSTALLATION 4.1 ',The aluminum fixed window and its components shall be installed in strict coinuliancc with the approvcd drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will uir•e a hurricane protection systcm. 5. LABELING - 5.1 Each unit shall bcar a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dadc County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall bc accompanied by copics of thc following: 6.1.1 This•Noticc of Acceptance 6.1.2 Duplicate copics of the•approvcd drawings, as identified in Scction 2 of this Notice of Acceptance, cicarly markcd to show the componcnts scicctcd for the proposed installation. 6.1.3 Any other documents required by thc Building Official or the South Florida Building Codc (SFBC) in order to properly cvaluatc the installation of this systcm. innovative ACCEPTANCE No.: 99-0218.01 APPROVED MAY 2 fl 1999 EXPIRES MAY 2 0 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Manuel 'crcz, P.E. Product Co i]ol Examiner Product . •ntrol Division J'Ct'T.Industrics ACCEPTANCE No.: APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has bccn filed and the original submitted documentation; including tcst supporting data, engineering docwncnts, arc no oldcr than eight (8) ycars. . • 2. Any and all approvcd products shall be permanently labeled with thc manufacturer's name, city, statc, _ and the following statcmcnt: "Miami -Dadc County Product Control Approved ", or as specifically statcd in the specific conditions of this Acccptancc. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Codc affccting thc evaluation of this product and the product is not in compliance with the code changes; b) The product is no longcr the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all thc 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 autgmaticaJlybe cause for termination of this Acceptance, unless prior written approval has bccn requested (through thc filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for salcs, advertising or any other purpose. : - 6. The Notice of Acceptance number preceded by thc words Miami -Dade County, Florida, and followed by the expiration datc may be displayed in advcrtising literature. If any portion of the Notice of Acccptancc is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as well as approvcd drawings and other documents, where it applies, shall be provided to the uscr by the manufacturer or its distributors and shall bc available for inspcction at the job site at all time. The engineer nced•not rcscal thc topics. 8. Failure to comply xvith any scction of this Acceptance shall bc cause for tcrmination and removal of Acccptancc. 9. This Noticc of Acccptancc consists of pages I , 2 and this la. t past 3. Manuel crcz, P.E. Product Co Produc •Atrol Division - 99- 0218.01' MAY 2 (1 1999 MAY 2 0 2002 E-xamincr 96.000 MAX. 6.250 j - • 48.000 MAX: 17.750 --- MAX. ON CENTER t ... 16.500 6.750 1 MAX. ON CENTER, lauteriel: Revisions Oro vn 0/: D.B. Rivi :ad Et,: D. B. Vendor flo.: • LARGE MISSLE • MPACT, WINDOWS 1.) GLAZING: 7/16 (.454) LAMINATED. W /INTERLAYER (3/ 16" HS /.090 FILM/3/16" HS) 2.) CONFIGURATIONS: 0 • 3.) DESIGN PRESSURE RATING: +90 P.S.F., —90 P.S.F. • 4.) ANCHORS: 6 1 /4 " FROM EACH 6 3/4" FROM EACH SPACING AT HEAD & SPACING AT JAMBS: MAX. MAX. MAX. MAX. 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED . 5.) REFERENCE TEST REPORT: FTL -1971 Comte: 2/ 16/98 Oates 1/29/99 Scolc: N.T.S. SIc ::;17c c tion: O!:crlp lion: I ?rod. Ca!euor : PV' CORNER (HEAD & SILL) CORNER (JAMBS) SILL: 17 3/4" 16.500" Ai P f COmPLYINC — • ... SOUTA FLORIC:.t 6UaLO■fiC CODE a 2 • EUtL4 ;':f CO ' I progressive EL A S f . Pwkri Cm. I Se,;e,iva701 I Item: ELEV. IMPACT PICTURE WINDOW. (.0) Address: P.O. BOX 1529 Sizo: tOra.in NOKOMIS, FL. 34274 B 4214 h f 1 a.4 ITEM DESCRIPTION V. T.// QTY. /LOCATION VENDOR VENDOR NO. 1 Frome Heod & Sill 612241 1 ea. Alumox AF -12241 2 Frome Jombs 612242 2 . AF -12242 3 4 5 •.688 x .500 •Channel Glaz. Beod 6533402 4 _ . - ,Alumax Alumax AF- 533402 SM5504 Seam Sealer 6SM55W • Schnee Morehead Closed Cell Foam To• e 61308 4 between bead & •loss Stik —ll 1308 6 18 x 1.000 Ph. Pn. SMS 781 PQA 8 Frame Ass . screws Merchants Fasteners 7 Silicon Back bedding 62899C Dow Corning 899 8 7/16" (.454) V/ /MONSANTO INTERLAY 1 H.P.G. 9 7/16" (.454) VI/DUPONT INTERLAYER #6 x .875 Ph. Fl. Self —tap 7PWSW 1 Bead screws. 2 1/2 "" from end, 20" centers H.P.G. Fostec 10 ReWs:ons: Material: 7ro..n By: D.B. Revised Uy: D.B. Vendor Ho.: oat, 2/16/98 1/29/99 Se N.T.S. 1...4c1._. o..., iy progressive 1.7 fi CS technology :,o s silica lion: Prod. Ccteq PV i serie /!.(oA:f: 70 1 1Cem: Oe scrip :ion: PICTURE WI NDO VV ..- Address: P.O. BOX 1529 NOKOMIS, FL. 34274 sire: B .••••• d 2a.e r C... G.. Fa Orc'rri7 4214 P.ev.: A ? ?P.OYEO PS ' CO ' Y1NC v: EE SOUTH Fli RIOA EU:IOU G COSE .�u BY � 1� PRODU i i't0; Div 5 BUILDING COO. ACCE?TA CE ttn.. _ 1 4 �.`�' F.7 A �. '. .`t . -' S s =r :; = r • � C.�'e...�...a'� -', - _ - • 2.784 T .437 1 Ro•n: ions: 7/16" (.454) W /MONSANTO INTERLAYER ,?awn B� 7/16" (.454) W/DUPONT INTERLAYER / � � `R.i:od o. e . / D.B. Zi Syr uat:riol: Vendor Ito.: pate: 2/16/98 1/ 29/99 Scala: N.T.S (Prod. ca;510 ' P.O. BOX 1529 NOKOMIS, FL. 34274 Sitc: B 1 2.784 APPROVED AS COW-LYING WITH TrtE SCATH FLORIDA eu ::D ;: ;c cop= PROW EU ;ID;r•; ,, CJDE C:....... :C_ Lir F:CE ACCT ?TRr :CE r ;3. G c - 11 2- t `b - 0) progressive A G L s technofc ..T *1 rd-'. r....r d :5....+ , Cr... c......-• SECTS. S. Oro wing Ilo.: :las :ifiea (Series /Nod:f: 1 7 0 Go :criptian: SECTION VIEWS - HORIZ. & V /ERT . 4214 c ' • 1/4" TAPCON 1.250 • .44 • d a 4 d • d TYP. HEAD, SILL JAMB • 4 .d • .250 . r xwoD MAX. • BUCK d A. • #12 PANHEAD //q .250 — MAX. ;lot viol: CO O .+n Iseris ^;an:: _ e,: o.e. Re•rized By: o. e. Vendor fro.: Q 1.250 Oate: 2/16/98 1/ 29/99 scare: N.T.S. . d TYP. HEAD. SILL JAMB Classification: d 2 x WOOD BUCK _ c — , r„ En LA1S -i .��progress►ie 'Prod. Category: eries Modal: P NT 701 Oc scrip lion TYP. PICTURE WINDOW ANCHORAGE rlddres :: P.O. BOX 1529 NOKOMIS, FL. 34274 sit e: AP PROVED AS COMPLYING WITH SOUTH FL'RIDA CUILOI COOS DM BY PROD ' T C DI V s BWt C CCCE CC :.t: ,a. o �CCE ?trr�CE r1C •o ff: ._ o 7 - 1 Item: ANCH. Orowin7 ilo.: 4214 sn:_.: 4 4 PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 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 -2901 FAX (305) 375 -2905 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 Sly 701 Aluminum Single Hung Window -Impact Resistant (5/16" Laminated) under Chapter 8 of the Metropolitan Dade County Codc 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. 4040, sheets 1 thru 4 of 4. -has been recommended for acceptance by the Building Codc 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 Codc Compliance reserves the right to secure this product or material at anytimc from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Codc 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 anuncndments to the South Florida Buildin Codc be enacted affecting this product or material. The Building Codc 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 Codc. The expense of such testing will be incurred by the manufacturer. Acceptance No.:93- 0223.01 Expires:10 /22/01 Raul Rod - igucz 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 Codc Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the set forth above. Approved: 10 /22/98 s Danger, Director Building Codc Compliance Dcpt. -1- MetropolitanDade County a Vinyl Tech/Progressive Glass Technology ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 98- 0223.01 OCT • 2 1998 OCT 2 2 2001 1. SCOPE This approves an aluminum single hung window, 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 The Series SIi -701 Aluminum Single Bung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/9S and revised on 08- 18 -98, signed and sealed by Robert L. Clark, 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 rcfcrrcd to as the approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with thc approved drawings. 4.2 The installation of this product wi I no, re ti ire 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 Noticc 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 thc proposed installation.. 6.1.3 Any other documents required by the Building Official or the South Florida Building Codc (SFBC) in order to properly evaluate the installation of this system. IstAcs Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division Vinyl Tech/Progressive Glass Technology ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 98- 0223.01 OCT 2 2 1998 OcT 2 2 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 docutents, arc 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 statcd in the specific conditions of this Acccptancc. 3. Renewals of Acccptancc 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 corrcct installation of the product. d. The cnginccr who originally prepared, signed and scalcd thc 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 proccss 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 fcc) and grantcd by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or proccss. b. Misuse of this Acccptancc as an endorsement of any product, for sales, advcrtising or any outer purposcs. 6. The Noticc of Acccptancc number preceded by the words Miami -Dade County, Florida, and followed by thc expiration date may be displayed in advcrtising literature. If any portion of the Notice of Acccptancc is displaycd, then it shall be done in its cntircty. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be providcd to the uscr by the manufacturer or its distributors and `shall be available for inspection at thc job site at all time. The cnginccr needs not rcscal the copies. . 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acccptancc. 9. This Noticc of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 1s4q 1. a c Ishaq I. Chanda, P.E., Product Control Examiner Product Control fivicinn ITEM .`; -= 1. DESCRIPTION • V.T. # QTY. / LOCATION VENDOR VENDOR # 1 FLANGED FRAME HERO (Alum. 6063 —T5 612225 1 ALUMAX AF -12225 2 FLANGED FRAME SILL (Alum. 6063—T5L 612226 1 ALUMAX AF -12226 3 FLANGED FRAME JAMB (Alum. 6063 —T5T 612227 2 ALUMAX AF -12227 4 F1XED MEETING RAIL (Alum. 6063 —T5J 612228 1 ALUMAX AF -12228 5 SASH TOP RAIL (Alum. 6063 —T5) 612229 1 ALUMAX AF -12229 6 SASH BOTTOM RAIL (Alum. 6063 —T5) 612230 1 ALUMAX AF -12230 - 7 SASH SIDE RAIL (Alum. 6063—T.5) 612231 2 ALUMAX AF -12231 8 GLAZING BEAD (Alum. 6063—T51 6534571 8 ALUMAX AF- 534571 9 WEATHERSTRIP — VINYL BULB • 6TP247K 8 (1 per C/ozino Bead) TEAM PLASTICS TP -247 10 SILICON 62899C DOW CORNING 899 11 5/16 350 W /MONSANTO INTERLAYER "5 16 «350) W /DUPONT INTERLAYER 2 2 H.P.G. H.P.G. 12 13 f► x .750 PHIL. PN. HD. 7658PFAA 2 to attach Bolon.ces to Jambs) AQUA FASTENERS PGT.214.XX 14 SWEEP LATCH 2 11.5 from end of vent top roil)" 4 if width is >= 421 MINIATURE DIE CASTING 15 n8 x .625 PHIL FLT. HD. 7858W1y 2 (Sweep Lotch Screws) 4 when using 2 Sweep Latches) MERCHANTS FASTENER 16 WINOLOAD ADAPTER (Alum. 6063 —T5) 612236 2 ® frome iambs, 30 ' from bot.Y ALUMAX AF -12236 17 18 x .375 PHIL. P.H. TEK 78X38PPT 4 Windlood Adopter Screws) MERCHANTS FASTENER 18 WEATHERSTRIP — VINYL BULB \S4SH 6TP249K 1 of Vent Bottom Roil) TEAM PLASTICS TP -249 19 SASH TOP GUIDE 2 (1 per each balance) MASTER TOOL 20 SCREEN 1 VINYL TECH.\PGT 21 BALANCE COVER 2 1 per each balance) WYBORG STAVE 22 BALANCE 2 ( 1 ® each frome tomb) CALDWELL 23 P C4THERSTRIP — PILE\FINSEAL 61062W 71087 3 (((0 vent ;ombs & vent top roil) 2 (1 /vent iamb. 2.5 from bot.) SCHLEGEL CORP. VINYL TECH.\PGT FS7826 -187 . 24- SASH FACE GUIDE 25 74 x .500 PHIL. FLT. HD. 76X12FPAW (sosh foce ouide screws) SCHERER IND. PROD. 26 SAcH STOP Alum. 6063 —T5) 612244 2 0 - to • of each frome iamb ALUMAX AF -1224' 27 '',9 x 1.000 PHIL. P.H. SMS 78XIPPA 4 (Frame do Vent Assy. screws) MERCHANTS FASTENER 28 SEAM SEALER 65M55W 2 0 frome 'ombs 30" from bot. SCHNEE /140REHEAD PROTOTYPE SM5504 WC996— 1207 29 W It4DLOAD ADAPTER PLASTIC 61207 76.000 1:64X. 5 .3/4" • 13.000 - -1 MA C. ON CENTER TYP. HEAD . & SILL LARGE — I✓IISSLE IMPACT WINDOWS 53.125 AfAX ELEVATION 13 1/8" ON CENTER T _ 6" - • J.) CL..ZINC: -5 /t 6" (.350) LAMINATED W /DUPONT rnTERL4rER (1/8" ann. /090 an/1/8" ann.) 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATIOC: 4450 P.S.F. . -50 P.S.F. (WHERE WATER INFILTRATION REQ. IS NOT NEEDED.) +67 P.S.F., -SO P.5 f- (WHERE WATER INFILTRATION REQ. 15 NEEDED.) 4.) ANCHORS: ,t1(M4X. 5 J /4" FROI�r EACH CORNER (NERD &SILL) MAX. 6" FROM EACH CORN£R (✓A/f�S) M4ti. SPACING ;.T HEAD d SILL: 13.000 NO SHUTTERS REDO MAX. SPACING AT : 13.125 / 0/ 5.) SHUTTER REOLaRfM£EMEN IVT; Drown dy: 0 L.I .U. . Pcv.sed B D. 8. VENT SIZE: 50 1 /2 " x 38 1 /4 " Clo- ::rccI.on: Descr.pt:on: Mnrr=trr. M O s'II My G.cw..et Prod. Cc : APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU:? 011 :G CO9E U Cz DATFOdO'r e-9- ,2.? 19� BY 1 5k � *• Gl�a� PRODUCT CONTROL - DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 8 - 02z3 ( I Ser:es /1lclef: 701 Item: progressive a SS( et:h. g) SH— 701 ALUM. SINGLE HUNG - WINDOW Drawing No.: Addle :5: P.O. BOY, 1529 - NOKOMIS, FL. 34274 4040 Sheet: 1 or .' N v.: . 737 INACTIVE 4; / 1 1 \ ---\- .655 --I / \ TERIOR ROJGH V) ( oPevoc, 2.784 ----- ROUGH OPENING 21 2. 33 0 L .500 ACTIVE 34.500 • DAYLIGHT OPENING INTERIOR ROUGH OPENING 34.500 DAYLIGHT OPENING 1.123 UMW VERTICAL SECTION it 1 111 , 1 , .411 MLA EXTERIOR INTERIOR HORIZONTAL SECTION Revirjons: Dro..n S VenClOf /10.: • D.B. Revised er 0.8. 53.125 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING oat.: 2/9/98 Dcle: 8/1 8/98 N.T.S MI NI NM vs saw. ami xis a am barsocirer Or1 wt./ C....a.ns Cicssd isz:;. - m : rfai. Coeooty SH Oescr;p1;on: AdJ:ess: P.O. BOX 1529 NOKOMIS, FL. 34274 2.710 ATI"ROVED AS COMPLYING WITH THE SOUTH FLORIDA suac::-:;; CODE DAN 0C-1 22 198 - BY _j55■4:i PRCCUCT CC•NT:ZOL BUILDING CODE COMPLIANCE OFFICE ACCEYTisiiCE NO 98-D221 I progressive 5te&nofo2.- Set:es/Oae ei: e m: 701 SECT. CROSS SECTIONS-- 4040 ROUGH OPENING S.Neet: 2 a 4 A • I 1/8 ANNEALED .090 ---1~- 1/8" ANNEALED 5/7 6 "(.350) W /MONSANTO INTERLAYER OR 5/16 "(.350) W /DUPONT INIERLAYER .500 1 Revisions: Llolerfol: Oro_n a/: D.B. Re+isei et D.B. Vendor No.: Scale: Do ?/9f 98 8/18/98 1X IBM MB alb ..A n Ib s d O. W7 1d..' • •rod. COS Descr:pl en: GLAZING OPTIONS I Ser:es /LWiel: 701 Address: P.O. BOX 1529 NOKOMIS, FL. 34274 o "•' OVED :S CCI'PLYitiG WITH ME SCUTH FIOR DA BUILD= CODE DTF t 22 lg q e r�u t . GL,Q PR�OCUCT CO?1ROl 0!Y?SION w PUil &iAc CODE COMPLIANCE OFFICE ACCEFT :.: •'0 98-62.23.0 I Ste: /Prorssiv e I e.n: (ro..s 9 Ile.: A Sfechnoo;oy ; 4040 Steel: R er.: 1 x WOOD BUCK • • TYP. HEAD TYP. SILL • ••. v • 1 1.250 2 x WOOD • BUCK e .250 MAX. 1 /4 " TAPCON 4 1.500 >• TYP, HEAD e • . • TYP. SrLL • v. • • 2 x WOOD BUCK r 1/4" TAPCON Reri3;ons: Ma teriot: Vendor No.: rove Ey: D. B .250 MAX. Revised Hy D. TYP. JA,,ta D ole: 2/ 9/98 D 8% 18/98 Score: N.T.S. 1.250 • • • • am 1 x WOOD BUCK Classification: Description: T 1 'T-11 f g, y fechnolo r„r • D.., ri t o-..v .....,..� • P..s• or4 o.. w.., Prod. Category SH MAX. redress: P.O. BOX 1529 NOKOMIS, FL. 34274 TYP. JAMB e: B Serves /ldodcl: -- rem: SAeeC 701 I - ANCH. TYPICAL SINGLE HUNG ANCHOR4GE (1 /4 " TAPCON /OR #12 PA'NF!EAD) 2 x WOOD BUCK APPROVED AS COMPLYIUG WITH THE SOUTH F::. ?.IDA BU:LDIIiG CODE DWI °c--‘4:14-71-- 2Z 1998 By 1 S kal l . L1�gKd s D:::S;O,N 5wLC:: ;ODE COMPUANCE OFFICE :•CCEPT No Q -, � a 4 Dr_..elg Re 4040 I A