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131 NE 93 St (10)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1 Job Address 1 Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant 4141 . A-1041e- Master Permit # ► iy 7 Phone / Owner's Address Qualifier Kew ►?)l j.r. q.3 64 - Contractin Co. t ' r., 54-(j O r CC ' nc3 State # 6(2 C Ob 2u Municipal # Competency # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFIN PAVING FENCE SIGN WORK DESCRIPTION V - (plc Square Ft. oC / Fs06 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO 1)O 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 derstand 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 construction : oning. Furthermore, I authorize the above -named contractor to do the or - J� . Zatur / i or 431410StAVVACtil30 MY COMMISSION I CC 934813 its EXPIRES: May 8, 2004 P.f gic Bonded Thou Notary Pubic Underwrftare ��. as to My Commis FEES: PERMIT / RADON APPROVED: Zoning Mechanical r and/or Condo President Date D te C.C.F. 3 Address )2sb) 5. W . f () Pig ss# . - / 726-phone (305") 275 - 2, OF Estimated Cost (value) 5 ) l) c II . - 4 . Sr a ature o ii tract ii or er- Builder ibor.40,.....„..4„, rr, as to Con .ctor or • - - : uilder Bon( d rlw NoN CHRI,g7 NA Pubk Al )t4$p MY COMMISSION # CC 934813 EXPIRES: 8, uhd,,�g,,, 2004 s BOND C My Co NOTARY Plumbing Structural Engineer Ins. Co. done in compliance with all applicable laws regulating TOTAL DIJE (73 Date te b Contractor's Name: J OA) &AY/ ❑ (Asphalt/Fiberglass Shingles) 123.01 -78 5/00 . Ft. A v It. A V Deck type: g „ie Fastener Type: ATTACHMENT /0 SPACIN I Field: (2- Perimeter: Corner: DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Job Address: (Draw details as needed) Page -1 / 3 / , A S S ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof JRe-roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft /v Sloped Roof Area (ft Total (ft Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): ROOF HEIGHT AND SYSTEM DETAILS ARE THERE " f t - n�� "3 _ g'Cy- GAS VENT STACKS? YES ❑ NO ❑ TYPE-NATURAL ® =,X ROOF PLAN • 5104 APPENDIX "F , APPENDIX "F "REQUIR1 D OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the following minimum items requirements should be addressed as part of the agreement be een the installations. thee contractor. the folling item The s ., er's initial in the adjacent box indicates that the item has been explained. �• 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) architectural appearance, p earan e, that are not part of a zoning code,s should provisions. e addressed as issues such color or part pf the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 4 L L . Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. X 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scupp aSs in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airfl • through the interior of the structural assembly (the building itself). The existing amount of attic v-. tilation • .11 not be reduced. It . be beneficial to consider additional venting which can result in ex -nding the se ce life of the roof. Owner's /Agent's Signature Date Signature Con vactor's Signature 1 map BUILDING CODE COMPLiANCI OPTIC! METRO -DADS FLAGLU •UILDISG 140 WEST FLAGLAR STREIIT. SUM iM) /*IRANI!. FLORIDA 33130-13.3 (303) 373.2 FAX (3O3) 37S. CO.?ITRAC?OR LtCROISE4C SECTION 13031 773.2327 FAX t3o31373.23SI CONTRACTOR V FOeCIIMCtT SECTION t309 375.2w FAX 1303/ 373 -2908 PIOC1LCT CO'T*OL OIV1$1ON 13051 373•2902 PAX t3031 372.6339 Your application for Product Approval of: GAF Convenrtional Built -Up Roof Systems for Wood Deck. under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction. and completely described herein, has been recommended for acceptance by the Miami -Dade County Budding Code Compliance Office (BCCO) under the conditions specified herein. PRODUCT CONTROL NOTICE OF ACCEPTANCE C.A.F. Materials Corporation 1361 Alps Road Wayne NJ 07470 This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's giant for quality control testing. if this product or material fails to perform in the apliroved manner, BCCO may revoke.: 1odify, or suspend the use of such product or material immediately. DCCO reserves the right to revoke this approval, if it is determined ©CCO that this product or material tails to meet the requirements of the South Florida Buildin:. Code. offing Work is to comply The expense of such testing will be incurred by the m.t t c � l � t outh Florida B ildi P Code Master Permit r Acceptance Yo.:OU Q33 1.15 S :. expires: ! t /U- !/2003 haul Rodriguez Chief Product Control Division TIIIS IS TILE COVERSilECT, SEE :ADDITIONAL P.. LIES FOR SPECIFIC .AND GENERAL CONDITIONS nUILDING CODE Si PRODUCT RC1'UEw CO'I\IITTrr ,Znpl:eatio;l for Product Approval has been reviewed by the BCCO ;S;!d appro'•ed b) the Building Code Product Review Committee to be used in Dante Count, Florida under the conditions set forth above- Approved: 06/29/2000 l of32 internet (tail address: postalester ®AuildinStodeonline.com as MIAMI -DADr COUNTY. METRO -DADE FLAGI-ER • , ranctsco . uintana. Z.A. Director h Iiami- t.l County Building Code Compliance Omoc Homepa :e: Attp : / /ww,M,euilddnicoadeonline.com 1 CAF 11ATERIAtIS CORPORATION r category: Sub- Cateaorv: Deck Truk; Maximum Design Pressure Tire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product 'GAF Asphalt 5, 55 gallons Concrete Primer GAF Mineral Shieldg Granules GAF WeatherCoate Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement PL'13CROIDg Votiilie,l Bitume rl.iyhtng Cer kilt Jet black Premiums Flaslti ( GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 64D Test Dimensions Specification 60 lb. bags 5 gallons 1. 5 gallons , 5 gallons 5 gillor =s 5 gal !CMS 3 sq. roll 75 lb. roll 2 Sq. Roll 70 lbs, /roll S sq. roll 45 lb. roll ROOFING SYSTEM APPROVAL Roofing BUR Wood -75 psf See General Limitation 141 ASTM 0 41 ASTM D 3019 Ret:ned asphalt blended xxitll a rm:rtcr,ll ASTNI D 3409 stabilizer aid tibers. hermits adhesion to c: and \ST\± U 45S( ASTtif 0 4586 ASTM 0 4601 ASTM D460I ASTM D 2178 2 af32 Asphalt (lashing Cement Acceptance No: Product Description Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated. fibergliass base sheet Type Vi asphalt impregnated glass felt with asphalt coating. .ran t► Z uloaga, RRC Roofing Product Control Examiner Approval Date: Expiration Date: November 04. a01 Asphalt concrete primer used to promote adhesion of asphalt in built -up rooting, ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAP Mineral Shield® Granules shall be used for flashing applications only ASTM 1227 Surface coating for smooths surfaced roots. ASTN1 U 2S2.1 Fibered aluminum coating. CAF MATERIALS CORPORATION f Deck Type 1: Wood, Non - insulated New Construction or Reaoof Deck Description: "1 or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. MI General and System Limitations shall apply. Base Sheet: field. wo or plies of GAFGLASS PLY 46, GAFGLAS FIexP1y 6 or GAFGLAt® PLY 64D ply sheet adhere to a u mopping o approved asphalt applied within the EVT range and at s rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered irs a full mopping of approve asp t ppliied within the EVT range and at a rate of 20.40 lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one of the following: I .GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sql; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. s 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. An R Work. k i i to '` r ply ;:south Florida Building -,, +c.. Ma: 1:er Pea - lit Plans and !r:'lt10116. Ply Sheet: Cap Sheet: Maximum Design Pr:ssure: Maximum Fire !.)SsifllCaUon \laximum Slope: Specification No.: GAFGLAS #7t GAFGLAS 080 Ultima Base Sheet. GAFGLAS® PLY 4 ®, GATCLAS PLY 640, GAFGLAS FIexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROI . ified Base Sheet or RUBEROID® 20 applied to the deck with approv • . rin ' hank nails and minimum 1 /" tin caps at a fastener spacing n two rows staggered along the center line of the sheet in the at the lap, I2" o.c -45 psf. (See General Limitation 117) See General Limitation al. See General Limitation i . 16 of 32 Acceptance No: 00 N- 8 -3 -G, N.B -3 -C, N- 8.3 -M. N- 8-4.G, N- 8- 4.G /P6, N- 8.4 -`t, N- B- 4- Nt /P6, N- 8.4 -C, N- B- 4•C/P6, N- 8•5-C, N- 8- S -C /PC, N- B -S -G N- B- 5-G /P6. N-8-5-M, N.B.; -P6 Frank Zuloaga, RRC Roofing Product Control E.iam C GAF MATERIALS CORPORATION 31 of32 Acceptance No: G ENERAL LIMITATIONS: I Firs; classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. a insulation may be applied in multiple layers. The first layer shall be attached! in compliance with Product Control Approval guidelines. All other layers shall bc adhered in a Lull mopping of approved asphalt applied within the EVT range and at a rate of 20.40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in appruved asphalt, panel size shall be 4' x 4' maximum. . a An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. It' no recovery board is used the bast sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.: or strip mopped 8" ribbons in three rows, one at each siclelap and one dow n the center or the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable, A 6' break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application or either' system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with TAS 105. if the fastener value, as field - tested, is bclo% 275 lbf., insulation attachment shall not be acceptable. G Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within the specific system. Should the fastener resistance be less than that requir d, as determined by the Building Official, a revised fastener spacing, prepared. si.,ned and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the lvitf+drawal ,resistance value taken from Miami-Dade Protocol TAS 105 and calculations in compliance with Miami-Dade Rooting Application Standard RAS 1 1 7. Perimeter and corner areas shall comply with the enhanced uplift pressure of these area;. as cat.uiated in compliance with Chapter 23 of the South Florida Bui;din_ Coat. Fastener dersiti:s bc increase for both insulation and base sheet as needed ca! :u:,ttc„ :,; :vmol;, with \1.;,mi•Dad: Roofing Application Standard TAS ! 1 7. (V hen this limitation is specilic:+Ily referred %sitltin this NOA, General Limitation #9 % %ill not be ;►I'I,1ir.,hfe.) A:; attac!unerr and sizing or perimeter mailers, metal pre i!e. an:i'or ;'• ,;,,, , ,,;•,,+ ! ' shall co,,tornt with Miami -Dade County Roefing Ap ',cat;,;n Standard 1 AS ; ail.! Ioa„ requirements of Chapter 23 of the South Florida Building � Code. 9 The maximum designed pressure limitation listed shall be applicable to all . roof pressure zones ii e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation N7 will sot bc applicable.) Frank Zuloaga, RRC Rooting Product C e,ntrol C.Xam,uer GAR MATRRIAtIJ CORPORATION Acceptance No: 00 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 manufacturetrs name, cit state, and the following statement: "Miami-Dade County Product Control A y ' specifically stated in the specific conditions of this Acceptance. pprovdd or as 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) f f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation submitted, is no longer practicing the engineering profession. tnitialty 4 Any revision or change in the materials, use, and/or manufacture of the product or ppropriate fee) and granted be cause for termination of this Acceptance, unless prior written approval ested (through the filing of a revision application with a gr anted by by s this Process shall equ e. been requ 5 Any of the following shall also be grounds for removal of this Acce tan a) Unsatisfactory performance of this product or process; p Ce b) Misuse of this Acceptance as an endorsement of any product, for sales other purposes. 6 advertising or any The Notice of Acceptance number preceded by the words , Miami- ,, �oilo%ved by the expiration date may be displayed in advertising l it oilo Notice d by the expiration is displayed, then it shall be dune a D rat e ft* Florida, and S stature ?r any portrCn of r`e its entirety. A copy o this Acceptance as well a approved dr■in steal; be provided to the user by gs and other documents, where inspection at the job site s all t es manufacturer or its n It applies, or d s distributors be resealed and t n i neilably r 8 Failure to corn) of be resealed by the engineer, of Acceptance comply with any section of this Acceptance shalt be cause for termination and ttemoval 9 This Acceptance contains pages i through 32. END OF THIS ACCEPTANCE 32 of 32 Frank Zuloaga, RAC Rooting Product Control E.gaminer CAI MIITtaI *La COOPOAATtOnt AwspaSie Ns. mod» I . l s I ltenowal el* AmmiN ttea ( epproval) shall be ttonsidered alter is renewal application has been filed and the original submitted documentation. including tat supporting data, engineering documents, are eo older than eight (1) yeah. 2 Any and all approved products shall be permanently labeled with the nsanufacturer'a name, city, state. and she feHowing statement: "Miami-Ds . County Product Control Approveb•, or as speciically stated in the specific conditions of this Acceptance 3 Renewals of Acceptance will not be considered if: a) There has been • change in the South Florida Building Code affecting the evat,on of this product and the product is not in compliance with the cod* 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 aceeprance. including the correct installation of the product, d) The engineer who originally prepared, signed and sealed the required decurnecia' on in•tiatly s.bmined. 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 ofa revision application with appropriate fee) and gritAte•1 by this ofrce. 5 Any of following shalt also be grounds for removal of this Acceptance a) ll"satisfaetory performance of his product or process; b) M■sure of this Acceptance as an endorsement of any product. for sales, advenis+nyl or J other purposes. 6 The `c't ce of Acceptance number preceded by the words Miami - Da:. C.:�;:. f to• ;da. and r)rowas by the eipiration date may be displa in advertising liter.,; ' poriir;t cr;•c \,:t,:e ;r Acceptance is displayed, linen :t shall be done in ,is ent.re•, A :' C•f this Acceptance is well as approved dra%.:nEs and other C �: �r+ev; ■%mere it sl�a +i be provided to the user by the manufacturer or its distributors and shall be available for es, inspection at the job site at all times The copies need not be resealed by the engineer $ Failure *comply with any section of this Acceptance shall be cause for termination end ewnoval of Acceptance. 9 This Acceptance contains peps 1 through )2. CND OF THIS ACCSPTA1YCL 32 nr:I: Peens twigs... RAC Reefing Product Comm E.am,ner ROOF COVERING MATERIALS (TENT) • ROOFING SYSTEMS (TGFU)— Continued the gypsum board and overtayment board are offset 6in. with the joints in the deck. If polystyrene Is part of the roof system, it must be placed helow the o vertayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens•Deck" in hot asphalt. "GAFGLAS oped overrvnoncomb Base as a overly attached exis existing roof mope systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUA " insulation in any of the following systems. ASPHALT FELT SYSTEMS WiTH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS 475 Base Sheet" or "GAFGLAS 480 Premimum Base Sheet ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS PIy 6 ") in the Class A. B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent-Ply) perforated' or GAFGLAS Stratavent (Vent -Ply) for nailable decks'. Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS 475 Base Sheet ", "GAFGLAS 480 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS PIy 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped. spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A. 9 or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMAIITP''" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. • "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and " GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS 480 Premium Base Sheet may be used in any of the following systems. Class A, 8 and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Pty 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C - 15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate. urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more Layers Type G1 "GAFGLAS PIy 4" or "GAFGLAS Ply 6 ". Cap Sheet: One Layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in mar. PIy Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Insulation: One or two layers "Isotherm R "n 1/2 4 in. max, hot mopped. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ts(4•014tAggx 6 in.). 133 ROOFING SYSTEMS (TGFU) — Continued Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Deck: C -15/32 incline: 1 Slip Sheet (Optional): Red rosin paper. naa d . Base Sheet: On la r G2 'rGAFGLA) 47s Rase_Sheet" (may be are Pt Sheet: One or more la GLAS Pl 4" or GAFGLAS Ply e G -3 "GAFGLAS Mineral Surfaced Car Sheet ". Cap Sheet: One to ec : nc lne: Base Sheet: One layer of Type G2 "GAFGLAS 475 Ba�rf�neetA Ply Sheet: One or more1 gikli §4a 04 / ¢ fGLAS Pty Cap Sheet ° .. 1 p )"rlr� S ii p Sheet ". g y of T%pn• tirA 7. Deck: C -15/ ] tile ,, . � 13tSrir 21 • Insulation: Pe o >t ibO , er, isocyanurate, urethane. periite /iso 1composrte, prlite /urethane composite, phenolic, 1.0 in. min Base Sheet. e more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granu.e), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. B. Deck: C - 15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane. perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G or G3. Ply Sheet (Optional): One or more layers f Type 61. Membrane: One or more layers of "Ruberoi Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid op" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class 8 I Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite. wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type GI 'GAFGLAS Pty 4' or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C - 15/32 Incline: 3 - 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G1, G2 or G3. Membrane: One or more .layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite. perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Deck: NC Class A Incline: Insulation (Optional): One or more layers perlite. wood fiber or glass fiber, 2 in. max. PIy Sheet: Three or more layers of Type G I "GAFGLAS Ply 4" or "GAFGLA.S 6 ". Surfac ing: Grundy Industries "al M8 Aluminum Roof Coating" at 1-1/2 gal /sq. Dat: ate. Legal Description (! 'r ) de/o c/C Z 1144wvv Stfox-ef sec777 'J / • O w n e r / L e s s e e / T e n a n t f 4 0/ g) � T) A} C cv ,$ /S/ /rh2: 9 g 5 - Owner's Address Contracting Co. SV lilts. iivtroru.•.e- Qualifier , 5-i, Yivh)/K. L - Sr�liusi¢urZ State # CAc D V i Municipal # Architect/Engineer �� Address Bonding Company Address Mortgagor Address Permit Type (circle o : BUILDING EE .ECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Pi/ /L. j grf Rz/# AV/ ra, J/ �C- ,t gt/ /G%/�u s , Ain (e4 D Square Ft. h7f i'i G)) < F ,��f / 0 DMA Estimated Cost (value) 3(J67i WARNING T 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 comyliance with all applicable laws regulatin: construction and zoning. Furth . e, I authorize the above -named contr, for to do the work stated. esident Date Signature of •wn— d/or ondo 6 1.&, LAA, q o ary as to Owne c f Commission Ex y 0 1111 b , PERMIT APPLICATION FOR MIAMI SHORES VILLAGE FEES: PERMIT, J o b A d d r e s s , -131. 4 f i E 1/4.1 i' S'itifeliax Folio d/or C ndo P.' sident Date OWL . ThOMY* R o My Comm Exp. 3127/00 Bonded By Service Ins No. CC54332 1 I reno•ab um. l low LP- RADON 1 C.C.F. Historically Designated: Yes SS# / Competency # Signature of otary as to Contra y Commissi `- NOTARY 1(- 3104 013 -3,D2_6 Master Permit # Phone jc's Address yKO ,) STAld - Phone `j. q- 73D 4Srv.tsM c». .1*.,EII'r -} Ins. Co. /cc-z. ,vt ✓Tu/rt Electrical 411 1 Date '9- q Date I ROMP' ► 3/27100 Bonded By Service les No. CC543327 11 rb.o..af Lion, lows TOTAL DUE r APPROVED: Zoning Buildin Mechanical Plumbing Engineering NOTICE OF COMMENCEMENT A kE C OPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION J` F PERMIT NO. 4p . TAX FOLIO NO. 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. 1. Legal description of property and street address: Lot 19 & 20, Block 22, Subidivsion Miami Shores Section, Plat Book 10, Page 70 of Dade County 131 NE 93rd Street 2. Description of improvement: �; nrfnwG h„rr; Tana pan 1 and entry door 3. Owner(s) name and address: Jacques & O c t a l i n a M o i s e 131 NE 93rd Street Miami Shores FL. 33138 Interest in property: Fee simple Name and address of fee simple titleholder: same as above 4. Contractor's name and address: Superior Remodeling Co. , INc . 4850 N. State Road 7, Suite 0 7. Persons within the State of Florida designated by Owner u by Section 713.13(1)(a)7., Florida Statutes, Name and address: same as above 9. Expiration date of !h Notice of Comm different date is s•ecifi d) _ ) Signature 01 Owner Print Owners Name Sworn to and subs Notary Public Print Notary's ame My Commission Expires: Ft. Lauderdale, FL. 33319 5. Surety:(Payment bond required by owner from contractor, if I , OF FLORIDA, COUNTY OF DADE PIE„_bY CEf;IrY ivaf fl-is Is a Ire may of fho Name and address: N/A ®r; �.:• fil od In AP:rs of :ion on 472 day of Amount of bond $ ,A. A. 19 6. Lender's name and address: N / A HARVEY' RUVI y E ; of Cir and Cooney CoorOo O.C. W TNESS my h -nd and Official Seal. 978.432 :LT iii- 1997 SEP 23 09:2: vAWIVAir hom notices or other documents may be served as provided 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: N/A r . ibed before u-es O is i✓ �, ,_ r=' � ��� ♦�_ r, • My Comm Bonded By Sergio° ion .rCCS43327 (1 (IAn t p• ncement: (the expiration date is 1 year from the date of recording unless a Prepared brat_ Cdr A Address: 0 �i e `� 1 SA Isu.Lo -Q c J e t C.. 3.3► 9 'se- OA Yog - aj rob frjzfviuMiiu13 ,r,-4 It p c�S pc� t& Get ;) (f 10 2 -3SX . V Sou ��v vYy � G I cm/61.6 I 6y �/ 1 1,3 �i,Y sit Fita S It 1-97K3 .94 taa 11 - - S(og. thgAiU.4r✓ ,, )/t- I A)rc0ov1,0S . �- 31" {W7'b. 54 We Ig S , + A 74 ? - a3� ' � p I 1 2 y0 Stf g@ 8"1,i 5& 8T' * 2 - 3sPH 11; sit 3'1z " X i IBS 1 , %O 6e sr 3Sx °31 $14 3 '95 12 26 AT &T FAX 9025FX •Mesta tia f METROPOLITAN DADE COUNTY, FLORIDA • METAO.DADE F FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1803 METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE ' S MraME STREET FLAGLER Stanley Door Systems • (305) 3752901 1225 E. Maple FAx 13051 375.2908 Troy, MI 48084 ME Your application for Product Approval of: sgtASL BeV• Series Sla -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 15, 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 ofsuch 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 ofsuch testing will be incurred by the manufacturer. Acceptance No. :94- 0928.03 (supersedes No.: 94- 0714.04) Expires:08 /31/98 roduct Control Division Supervisor C THIS IS THE CQVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 11/10/94 /><C L6' t Di.. -. • • _ F. 1/6 4 ' anger,'; Director Building Code Compliance Dept. Metropolitan. Dade County 13 '95 12:27 AT &T FAX 9025FX ANIMIlmmw 1ey_Door Sgystenl'' - DESCRIPTION OF UNIT MOT» L DESIGNATION: Series Sta -Tru; Steel Cladding with Flush or Embossed Paneled; Foam Filled Inswing or Outswing Entrance Door (Deadbolt,Lock) OVERALI, SIZF. • NOTICE OF A CC. F PTA NCE: 37 3/8" wide by 81 1/2" high 6" deep CONFIGURATION t X No. & SIZE OF PANELS: One; 35 3/4" wide by 79" high 1 11/16" thick. WETHERSTBIPP_II`NG: Vinyl compression weatherstrip on each jamb head, An applied dual vinyl durometer vinyl weatherstrip adapter under bottom of door panel consisting of a rigid base with three flexible flaps; one 0.4" Iong, one 0.48" long and one 0.60" tong. One neoprene pad at bottom of hinge jamb, fabricated to fit frame. One 1 11/16" x 2" closed cell urethane foam/polyethylene jacket pad at bottom of lock jamb OR single row of vinyl flap with magneti strip in frame head and the left (lock stile) frame jamb. Single row of vinyl flap in right (jamb stile) frame jamb. An applied dual durometer vinyl weatherstrip adapter under bottom of door panel consisting of a rigid base with a double flexible flap toward the interior edge and a flexible bulb with a single flap at exterior edge. One neoprene pad at bottom of left frame jamb, fabricated to fit frame. One 5/8" by 1 1/2" long closed cell foam pad at bottom of right frame jamb. OPERATORS & LOCATIONS: One metallic throw bolt lock at panel lock stile, 40 1/4" from bottom, key operated on the exterior and turn knob at panel lock stile, 34 3/4" from bottom, key operated on the exterior and thumb turn knob on the interior. One slide bolt at the top and bottom of panel lock stile mounted to door with three #7 x 1 1/2" screws and 3/8" spacer on swing out doors with two #8 x 2" screws in slide bolt strikers. Three standard 4 x 4 butt hinges located at 8 1/8 ", 39 1/8 ", and 70 1/8" from bottom of door of hinge installed on the frame jamb with eight #9 x 5/8" long flat head screws and four #9 2 1/4" long flat head J ews (Two in top hinge, one in center and one in the bottom). Deadb t L c! er or equivfent. EXPIRES : SPECIFIC CONDITIONS ACCEPTANCE No.: 94- 0928.03 APPROVED : NOV 1 0 -2- ASSIGNED AS'CEPTANCF MARKINGS Impact Test PA 201 -94 Cyclic Wind Pressure Test PA 203 - 94 SFBC 3603.2 - 76 Dade County Approval # 94- 0928.03 Expires: August 31, 1998 Gil Diamond, P.E. G Product Control Division Supervisor P.2'6 c �5 12:28 AT&T FAX 9025FX s - ' -Poor Syst m INSTALLATin four #8 x 3" long is installed with f Slide Latch strike two #8 x 2" scree°• secured to frame SLAB C ESIE on top and bottor: Skins fastened to white primer (the ACCEPTANCE No.: 94 APPROVED EXPIRES -2a- Gil Diamond, P. Supervisor Product Control Division P. 3/6 NOV 1 01994 : August 31. 1998 �'- .EPROLESI None DIU_ NZ'I_N& None FRAME CONSTRUCTION: Header and jambs are 4 9/16" Ponderosa Pine or equivalent. METAL SKIN THICKNESS: .018" steel skin. TIRE HOT,>n• Extruded aluminum' I 1/4" height x 6" width with thermal break. REINFORCEMENT None ADDITIONAJ DESCRIPTION: Equal leg type frame. Unit tested using an aluminum • threshold with tht : 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 mic height OR at midspan of frame sill. g 4_E JAMB AND STRIKF, PLATES; Hinge side of jamb is installed with ;yews at 6 1/8 ", 37 1/8 ", 68 1/8 ", and 76 1/8" from bottom. Lock side of jamb .r #8 x 3" long screws at 2 1/4 ", 28 1/8 ", 53 1/4 ", and 79 1/4" from bottom. rtes installed with two #8 x 2" screws, Throw bolt strike plate installed with Door latch strike plate installed with two #8 x 2" screws OR strike plate ng two No. 10 x 2 1/2" installation screws. alS& Entry door 1- 11/16" thick. .018 steel skins. 1.219 width of wood Ills and on latch stile. 2 -3/4" x 12.00" lockblock. .938 thick hinge stile. .es and rails with neoprene base contact adhesive. Slab painted with grey or )set waterborne acrylic). Core is polyurethane fill. "95 12: 28 AT &T FAX 9025FX P.4 /6 teY_Do, o> ycter • • , . 16. TEST UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE UNIFORM STATIC MR PRESSURE TEST SFBC PA 202 -94 NEGATIVE WATER RESISTANCE (PSF) ASTM E547/E33I +80,0 PSF -105.0 PSF • 6.50 PSF AIR INFILTRATION @ 1.57 PSF ASTM E283 ( <0,37 CFM/FT FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2 (b) LARGE MISSILE IMPACT TEST - SFBC PA 201 -94 .. CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE Design Pressure Rating (Positive) 0.09 CFM/FT= +53.33 PSF -70.0 PSF +43.3 PSF TEST LOAD MTL -16201 SATISFACTORY MTL -16201 . +69.0 PSF DESIGN LOAD +53.08 PSF ; • -91.0 PSF -70.00 PSF +43.3 PSF -70.0 PSF Design Pressure Rating (Negative INSTA ..ATLQ • BWS_ANt MP'Tri SILT. : None HEAD : None -2b- ACCEPTANCE No.: 94:19.2EAL___ APPROVED NV 1 0 1994 EXPIRES : mfr Est l 1998 JAMBS : 410 x 2`1/2" PH 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 I /4" FH Wood screws at hinges, Mac; _Please see note # 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 i�,e ilabie for insp =ctio - at the jobsite at all time. Gil Diamond, P.E. Supervisor Product Control Division :5 12 :28 AT &T FAX 9025FX P,4i6 ► • TEST UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE WATER RESISTANCE (PSF) ASTM E547/E33I AIR INFILTRATION © 1.57 PSF ASTM E283 ( <0,37 CFM/FT$) FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2 (b) LARGE MISSILE IMPACT TEST SFBC PA 201 -94 . CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE MTL- 1 620 I SATISFACTORY • M'I'L -16201 . +43.3 PSF • +80.0 PSF -105.0 PSF 6.50 PSF 0.09 CFM/FT' +69.0 PSF -91.0 PSF DESIGN LOAD +53.33 PSF -70.0 PSF +53.08 PSF ' • ' • -70.00 PSF TEST LOAD +43.3 PSF -70.0 PSF Design Pressure Rating (Positive) Design Pressure Rating (Negative IMALLATIQn F IS ANi) nnr't'u4?D dF ATT Ctc.rrrEry-,•. SILL : None HEAD : None JAMBS : #10 x 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. Ni; se Please seenQ ll..att A copy of this approval as well as manufacturer's installation instructions shall be provid permit applicant by the manufacturer or his distributors and s t�ej ilable for insp the jobsite at all time. -2b- APPROVED EXPIRES ACCEPTANCE No.: 94 O22B fl3 Nov 1 0 1994 Aura 1 1998 fa Gil Diamond, P.E. Supervisor Product Control Division to the at NOV 13 ' 95 12:29 AT &T FAX 9025FX T TT AI E >r: V N 4 -3/4' TYP; T 24' TYP. 24' 24' TYP. ACCEPTANCE No.: 44-,Q9 APPROVED • NUY 1 0 19 94 EXPIRES must 3 I 199 - _ m MQ.NT 11G aeon JAMS tl•1 /4• SECTI (SuPpLrea er al J. This approval applies to single unit applications only, as shown above. 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 y this Department. s s pp by 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. This revision supersedes Notice of Acceptance No. 94. 0714.04 dat : . ' � ,1994. • ' 1: -2c- ii Diamond, P.E. Supervisor Product Control Division P.5 /6 ,.• • • - NOV 13 '95 12:29 AT &T FAX 9025FX NOT OF ACCEPTANCE. STANDARD CONDITIQNS FOR GLAZED PRODUCTS 1. „For multiple window installations, approved mullion drawings and calculations must be .filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. All units must be labeled, giving the manufacturer's name Dade County Product Control Aooroval Number, aooroved elevation and date of expiration. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions_shall be grounds for re- evaluation. 7. This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Aluminum windows and sliding doors have been tested in accordance with ANSI/_ A 'Lk 101 -83 or for wood window unit by A.NSL'NW'WDA I.S. 2 -37 and sliding doors ANSI/N WVDA I.S. 3 -3 and swing doors ANSI/NW'ti\TDA I.S. 8 -83. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to Security and Forced Envy Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. The first fastener shall be located a mavnum of 6" from each corner and mullion or stile. h inimem penetration of fastener shall be as tested or 3/4" whichever is higher. No Mood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shall be No. 8 for first and second floor installations and No. 10 for all other floors above the first and second floors. Revised 'ev se C -20 • Diamond, roduct Control Division • S.upenisor P.6 /6 05/01/97 THU 10:27 FAX 800 477 3655 r METRODADE NMI PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive GLASS Technology 155 Center Court Venic FL 34292 Acceptance No.: 94-103L02 Expires:10 /31/98 Approv(!d:12/28 /95 -1- VINYL TECH 001 METROPOLITAN DADE COUNTY. FLORIDA METRO•DAOE FLAGLER BUILDING BUILDING COOE COMPLIANCE OFFICE SUITE 1603 METRO-MADE FLAGLER BUILDING 140 WEST FLAMER STREET A/IAM(. FWRIDA 33130.1563 (30S) 3752901 FAX (306) 375.2908 PRODUCT CONTROL SECTION (305) 375 FAX (305) 3724339 Your application for Product Approval of: Series 6000Alundnum Fixed Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types 4)f Construction, and completely described in the plans, specifications and calculations as submitted by: • AppliaraL For listing, see Section 8 of this Notice of Acceptance. 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 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 IN: 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 R iguez 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. Director Building Code Compliance Dept. Metropolitan Dade County Vi)i Vl! 1nU iv:. tAS lfuu - 1i i Jciaa � wive •lass Technol ACCEPTANCE No.: 94- 1031.02 NOTICE 9F ACCEPTANCE: SPEOFIC CONDITIOJYS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum fixed window designed to comply with 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 Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Mgdel Designation Series 6000 Aluminum Fixed Window 1.3 1?vsrii S„ 10' 0" wide by 5' 0" high by 2" deep 1. 0 1.511o. & Size of Vents One, with a clear opening of 117 1/4" wide by 57 5/16" high. 2. MATERIAL CHARACTERISTICS 2.11 raatie and Material Construction: Aluminum alloy 6063 -T5. 2.2 Glazing 2.2.1 Glazing Material 3/16" tempered glass. 2.2.2 •lazi g Method Interior glazed using a clear colored adhesive bedding compound and extruded aluminum glazing bead with foam between glass and bead. Glazing bead secured with #10 x 2" installation screws. 2.2.3 Daylite Opening 117 1/4" wide by 57 5/16" high. 2.3 Frame Construction 23.1 Head : Consist of leg height .844" exterior and .844" overall interior face by 2" deep and .062" wall thickness aluminum extrusion. 2.3.2 Jamb : Same as head. 2.33 Sill : Same as head. 2.3.4 Corner construction: Butt joints, frame corners secured with 2 - #10 x 3/4" pan head sheet metal screws. 2.4 ;lath onstruc ion N/A • 2.5 Weepholei None. 2.6Afunlins None. 2.7 Reinfueement None -2- ‘ 1nkL 1tcH APPROVED i 14. \ N{anuel Perez, P.E. Plans ExaminerlI Product Control Division DEC 2 8 1995 OCT 3 1 1998 1002 u5/61/ V7 1HU 16:Z6 1-..0 6UU 477 3655 VINYL TECH i Prim i •la s Tech olog ACCEPTANCE No.: 94- 031.02 APPROVED : DEC 2 8 1995 EXPIRES : OCT 3 I 1998 NOTICE O ACC .PTANCE: SP CIFIC CONDITIONS 2.8 Additional Descrugio>a Frame comers and installation screws sealed with aluminum sealant. 3. L :IMI(TATIONS 3.1 This approval applies to single unit applications only, as shown on Section 10. 3.2 Units with dimensions smaller than those shown on Section 1.3 shall qualify under this approval. 4. INSTALLATION: 4.1 ESrrws and Meth d of Att chment SILL : Single row #10 x 1 I/2" flat head wood screws, 6" from corners and 12" o.c. apart. HEADER : Single row #10 x I 1/2" flat head wood screws, 6" from comers and 12" o.c. apart. JAMBS : Single row #I0 x 1 1/2" flat head wood screws, 6" from corners and 12 1/2" o.c. apart. Not Please see note #11. Page 1 4.2 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 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. 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 ". -2a- Manuel Perez, P.E. Plans Examiner 1I Product Control Division 003 TEST TEST LOAD DESIGN LOAD • IR INFILTRATION ® 1.57 PSF • FBC PA 202 -94 (00.15 CFM/F 1 ) 0.02 CFM/FT' UNIFORM STATIC DESIGN LOADS .FBC PA 202 -94 POSITIVE +110.0 PSF +110.0 PSF IFORM STATIC DESIGN LOADS FBC PA 202 -94 NEGATIVE - 110.0 PSF - 110.0 PSF WATER RESISTANCE (PSF) FBC PA 202 -94 15.0 PSF +100.0 PSF IFORM STATIC AIR PRESSURE TEST • FBC PA 202 -94 POSITIVE +165.0 PSF +110.0 PSF IFORM STATIC AIR PRESSURE TEST . FBC PA 202 -94 NEGATIVE - 165.0 PSF - 110.0 PSF 1 OR.CED -ENTRY RESISTANCE (FER) Not Required I esign Pressure Rating (Positive) +100.0 PSF 1 I esign Pressure Rating (Negative) - 1 10.0 PSF or Design Pressure Rating, see Comparative Analysis results in Chart in Section 9 i f this Notice of Acceptance. 65 /61/97 THU 10:Z6 FAX 600 477 3655 VINYL TECH • Pmpressive Glass Technology ACCEPTANCE No.: 94 L02 N OTIC E OF C.CEPTANCE: SPEC FI _ ONDITIONS 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 size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the 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 times. 63 Note; The installation of this unit will require a hurricane protective system. 7. TESTS PERFORMED RESULTS - 2b - APPROVED : DEC 2 8 1995 EXPIRES : OCT 3 1 1998 anuel Perez, P.E. Plans Examiner II Product Control Division 9004 LO/U1/Vi 1111' iU:YN FAS 66U 477 3655 VINYL TECH EzgerVSive . as Tec nalogy ACCEPTANCE No.: 94-1031.02 - 2c - APPROVED : DEC 2 8 1995 EXPIRES : OCT 3 1 1998 NOTICE OF CCEPT NCE: SEC FIC CU DIJ ION 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202.94. 2) Water Resistance Test, per PA 202 -94. 3) Uniform Static Air Pressure Test, Loading per PA 202 -94. along with an installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc.Report No. FTL -1141, dated April 25, 1995 (Reissued 5- 18 -95), and signed and sealed by Mr. Yamil Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Assembly drawing of tested unit, Series 6000, Sheet 1 of 1. 8.3 Calculations: 8.3.1 Comparative analysis prepared, signed, and scaled on September 8, 1995 by Farrokh Rasekhi, P.E. I C\ Manuel Perez, P.E.Plans Examiner 1I Product Control Division t1 O05 1:u IN 110•• e 100.1.0 r0 w fu uu " 0I) • MJ.101 , 0 w 30 00 :0 W 11.00 000 ow uoiui %ar lnu lu:Zb FAS 606 477 3655 VINYL TECH Ersgressivt iasiTechnolngN NOTICFS2F_ACCEPTANCE; SPEC'IFI . CONDIT ONS 9. COMPARATIVE ANALYSIS: '...l Y.tivr.C.I. r'•6ouo 76.4.4 Liv. \.. .... 1.....c. r....v.. \1 .M 1..01/ .\ 1.... 1....1. r........ .1 000 eu mu i s Duo \c.1.• .. Lr •.. 1•... 1 0.4 1 14 • 1111 -3d- ACCEPTANCE No.: 94-1031.02 APPROVED EXPIRES : OCT 3 1 1998 47 /a/ 1 rs Ferrokn Nt aktx. r.E_ Slrtctl, /al (141i9r. Inc 12934 SW 122 Awl. Miami, FL 13186 . DEC 2 8 1995 144 1.0) 11(4 a/ Ll.' 1'.•q. • I le 1. r 1:4 u0.1 irl anuel Perez, P.E. Plans Examiner 1! Product Control Division Q006 1 ..E v p' 1'•r..W.• ?ill's i NIP l.... 1 Arr1 ••1t U,41 r ., v,al 1 c(Wr 1; 1 17•4•••1■ u5/01./ V7 THU 1U:29 FAS 800 477 3655 1 re�esi a CIAat echnolog' 10. TYPICAL ELEVATION: VINYL TECH NOTjCE QF ACCEYTANO SQECIF(C COYDITIO! - 2e- ACCEPTANCE No.: 944031.0 APPROVED : DEC 2 8 1995 EXPIRES : OCT 3 1 1998 Manuel Perez, P.E. Plans Examiner II Product Control Division Q1007 05/01/97 THU 10:30 FAX 800 477 3655 VINYL TECH a ctrzc !SiVe :lass TechnoIog3 10. TYPICAL CROSS SECTIONS: VERTICAL SECTION NOTICE OF ACCEPTANCE: SLECIF1C CONDITIONS HORIZONTAL SECTION -2f- ACCEPTANCE No.: 94 APPROVED : DEC 2 8 1995 EXPIRES :. OCT 3 1 1998 Manuci l'crcz, P.C. Plans Examiner 11 Product Control Division 1,41008 VJ/ V1% J1 111V 1V. JV CA-1 VVV 411 JUJJ ti J .1L lt'dl 08ive Gtsae Tee neloEt ACCEPTANCE NO.: 95- 1031.02 EXPIRES APPROVED NOTICE OF ACCEPTANCE STANDARD CONDITIONS • DfC 2 8 1995 OCT 3 1 1998 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 manufacturers 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 saute 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 oldie product or process shall automatically be causc 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. Thc 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 I, 2, 2(a) through 2(0 and this last page 3. Items 14.11 . 12 listed beloyv only app], prodoeti 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 tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. Thc 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. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prev . n, C j - p�f of South Florida Building Code. END OF THIS ACCEPTANCE -3- r_l anucl Perez. P.E. Plans 7xaminer (1 Product Control Division 03/19/ -96, TUE 14:18 FAX 800 477 3655 VINYL TECH (,31002 METRODADE ; PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Tech nology 155 Center Court Venice FL 34292 Your application for Product Approval of: Series 4000 Aluminum Single Hung Window 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 (For listing, see Section 8 of this Notice of Acceptance.) This approval shall riot 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 arnrnendments 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.: 94- 1031.03 Expires:10 /31/98 Raul Rodri 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. Appuoved: /95 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPUANCE OFFICE SUITE 1603 METRO -OAOE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 ( 375.2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 3 -2902 FAX (305) 372.6339 ()) s Wanger, Director Building Code Compliance Dcpt Metropolitan Dade County 03/19/90 TUE 14:19 FAX 800 477 3855 r PT ---------------- - - - - -- VINYL TECH X003 ACCEPTANCE No.: APPROVED EXPIRES PE DITI . NS : SEP 2 1 1995 : October i 1 i 99R 1. c nESCRIPTION Q at 1.1 � ` This approves an aluminum single hung window designed to comply with the South Flori Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as da determined by ASCE 7 -88 "Minimum Design Loads for Building and Others Structures", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Dealvnatjn.,. Series 4000 Aluminum Single Hun Window 13 Overall 1 Sizz high 1/8" wide by 6'-4" hi h x 2" deep g 1.4 egitfiguntaQL - O/X 1 . 5 No. & Siae of V nt c One, 50 3/16" by 38 1/8" high; one fixed light frame glazed at the to clear opening of 49 1/2" wide by 34 5/8" high. p with a 2. MATERIAL CHARACTERISTICS 2.1 Flalotte and Sash Material. Aluminum alloy 6063 -T5 and 6063 -T6. 2.2 Oath= 2.2.1 Glazin at r' • 3/16" annealed glass. 2.2.2 :rng M rl_ Exterior glazed using a clear colored adhesive bedding compound and rolled aluminum glazing bead. 2.2.3 g n , 2.3 Fram tru ti n: 2.3.1 Heath Extruded aluminum solid, 1.570" face x 2" deep x 0.062" wall thickness, 0.457" intermediate glazing flange. 2.3.2 hiatu Extruded aluminum solid, 1.357" face x intermediate glazing flange and two screw splines. deep x 0.050" wall thickness, 0.469" 2.3.3 SA Extruded aluminum "Z" shape solid, .556" face x 2" deep x 0.050" wall thickness. 1.375" interior sill flange with groove for weatherstrip. Sill has 3.8 degrees sloped outward. 2.3.4 Corner CnnSt actio Corners are butt joined. All frame corners are secured with 2- # l0 x 3/4" PH SMS. 2.4 Sash (Vent) ( nstruCti 2.4.1 lic-3.th Extruded hollow, 1.718" face x 0.750" deep x 0.062 wall thickness, %kith one screw spline. 2.4.2 Iambi h' Extruded U-type channel - 1.094" face x 0.926" deep x 0.050" wall thickness, with ona .469" flange and two grooves for weatherstrips. 2.4.3 II Extruded U -type channel, 1.746" face x one .469" flange, a groove for weatherstrip and one screw spenp x 0.060" wall thickness. with 2 . 4 .4 e tin. a il Extruded hollow, 1.489" face x 1.821" deep x O.Ob�" one .469" flange with two screw wall thickness, ���itli splines on the fixed and one screw spline on the operable. Niel Perez, P.L. Plans 'amines II Product Cnmrnl n..... j - - - - - - - - - - - - - - - - - - - - - _ _ _ - _ - _ _ _ - _ _ _ - _ _ _ _ _ _ _ _ /9 .03/196 TUE 14+:19 FAX 800 477 3655 VINYL TECH (3J004 Progressive Glass Technologi ACCEPTANCE No.: 94- 1031.03 APPROVED EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 2.4.5 Corner Construction: Corners are butt joined. Top vent corners are secured with x 1 1!2" PH SMS. Bottom vent comers are secured with 1 - #8 x 3/4" PH SMS. 2.5 Weatherstripping: Quantity Single Double Single Single 2.6 Hardware: Quantity Two Two 2.7 Weepholes: Quantity Two 2.8 Muntins: None 2.9 Reinforcgyent: None Description Pile with integral plastic fin Pile Vinyl bulb Vinyl bulb with a flap Description Spring and pulley balances Metallic cam lock Description 1 5/8" weep notch Location Fixed meeting rail Vent jamb rails Vent sill. Vent bottom rail. Location One per frame jamb At vent top rail, one at 10 5/8" from each end, locking into extruded groove in he fixed meeting rail. Location at each end of sill screen retainer 2.10 Sealants & Pads; Frame head and sill sealed with clear colored sealant. One 1" by 1 1/2" open cell foam pad at bottom of each jamb rail or vent. 2.11 Additional Description: Flange type frame. Unit tested with 1 11/16" high overall interior sill flange. 3. LIMITATIONS: 3.1 This approval applies to single unit applications only, as shown in Section 10, TYPICAL ELEVATION. 3.2 Units with dimensions equal or smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating, see Section 7, TESTS PERFORMED. : SEP 2 1 1995 1- #10 03/19/96 TUE 14:20 FAX 800 477 3655 1 • ( 1 1 IA s'0 0 VINYL TECH ACCEPTANCE No.: 9 4- 1031.03 APPROVED : SEP 2 1 1995 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION: 4.1 Screws and Method of Attachment: SILL #I0 x 1 1/2" FHWS located at a maximum of 6" from comers and 20" o.c. apart. HEADER : #10 x 1 I /2" FHWS located at a maximum of 6" from comers and 20" o.c. apart. JAMBS : #10 x 1 1/2" FHWS located at a maximum of 6" from comers and 16" o.c. apart. Note: Please see note #11. Page 3 4.2 Attachment of sub -bucks shall be designed by the Architect or Engineer of Record, and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete screws (masonry anchors) instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 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. ,!.J VV.) EXPIRES : October 3 I. 1998 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 ". 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 size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the 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 times. 6.3 The Building Official shall ensure the adequacy of the window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: The installation of this unit will require a hurricane protective system. [via l.- Perez, P.F. Ptaii9Examiner 11 Product Control Division - ,.:rte... .,,..- .......,� 03/19/96 'TUE 14:21 FAX 800 477 3655 VINYL TECH t 5 rog rgassarautdozx 7. TESTS PERFORMED: RESULTS: ACCEPTANCE No. : 94 - 10i APPROVED EXPIRES IF R INFILTRATION @ 1.57 PSF STM E283 ( <0.15 CFM/FT Per PA 202 -94 WATER RESISTANCE (PSF) • STM ES47/E331 Per PA 202 -94 FORM STATIC AIR PRESSURE TEST FBC PA 202 -94 POSITIVE IFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE ORCED -ENTRY RESISTANCE (FER) MA 1302.5 -76 esign Pressure Rating (Positive) Design Pressure Rating (Negative) TEST LOAD 0.26 CFM/FT 8.30 PSF +92.7 PSF -92.7 PSF FTL -1139 DESIGN LOAD +61.8 PSF -6I.8 PSF +55.33 PSF -61.80 PSF +55.33 PSF S`6� 2 1 1 Q9 October ; t n�o 8. EVIDENCE SUBMITTED 8.1 ruse 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94. 2) Uniform Static Air Pressure Test, Loading per PA 202 -94. 3) Water Resistance Test, per PA 202 - 94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76 and PA 202 -94. Along with an installation diagram of an aluminum window prepared by Fenestration March 27, sealed by Yamil G. Kuri, P.F Testing Laboratory, Inc, report No. FTL -1 139 dated M y tr on 1995 (Re- issued 5- 18 -95) signed and 8.2 2,' a . 8.2.1 Manufacturer's die drawing and sections. 8.2.2 Assembly drawing of tested unit, Series 4000, Sheet 1 of 1. 8.3 cal c on 8.3.1 Comparative analysis prepared signed, sealed, and dated 6-)-95 by Farrah Rasehh }', P.E. 11006 ------------------------ ---------------------- 0 3/19/96 TUE 14:21 FAX 800 477 3655 VINYL TECH 0 007 160.00 120.00 100.00 c 0 10.00 60.00 4 0.00 20.00 Oro 9 1 22 EXPIRES TI F PT E: PF IFI ' NDIT 9. COMPARATIVE ANALYSIS vI.rl Tech/P.C.T. 200.00 Frog s iv as a_a_sb Solid Lmct ■rt Nccnr..c w att U^C it horn rauti.c CR, :c 26 7_.000 %, ;d IN in Incltc. S14 -1000 1 10.00 — t 1 ACCEPTANCE No. 4_ APPROVED : SEP 2 1 1995 41 000 000 (Ll t K0. KR.) Re(aawd RA 4a. and comP►elvc U+dnb m re.10.4 e0 P Ind eadG.d b7tF1066. Rtextr{l! :take r dui tips &mod An dwhafoed am per Dade C«eq tamale end I . Noe: Po1hM Dale, Ptmmc MUST NOT tto00d ' lbw. En(1.,Anl 00 l 01. ONLY m Vh.)i T. 'P.O T. Pre./. .x) Rr1. 1 • I111 Ma Perez, PT. P1 s Examiner II Product Control Division T t 03/19/ • ���� 96 t E 14 : 2,2 FAX 800 477 3655 VINYL TECH • 7 Pro reaive Glace I' rh 1. Renewal of this Acceptance (approval) shall be considered after a renewal application NDAR TI submitted documentation, including test supporting documents, are no o lder t filed pp orti g data. engineering d older t han eight g e ars . 2. Any and all approved products shall be permanently labeled with the m o been ht the (8) years, following statement; "Dade County Product Control A manufacturer's name, city, state, and the this Acceptance. Approved, or as specifically stated in the specific conditions of 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) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the connect 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 sha cause for termination of this Acceptance, unless prior written approval has been requested (through the filing revision application with appropriate fee) and granted II the be g ranted by this office. � of a 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this prc:.'„ct or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or a other purposes. n g any 6. The Notice of Acceptance number preceded by the words Dade Florida. ounty, and followed by may be displayed in advertisin literature. if any the expiration date done in its entirety. Y portion of the Notice of Acceptance is displayed, then it shall be 7. A copy of this Acceptanc • p ance 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. copies need not be resealed by the engineer. The 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I. 2. 2(a) through 2(e) and this last page 3. 1 0. 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. I I. The spacing of fastener at window sills shall be as tested. The spacing of fasteners in all other parts of the frame. shall be 3S tested, but in no case shall exceed 24 on center. T first fastener shall be located at a maximum ot from each comer and mullion or stile. Fastener shall fully pcnctrate 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 anchorinp, See section lour (4) of this approval for sizes of fasteners used in testin2.. I2. Hardware for all windows and doors shall conf to Security and Forccd Fntry Prevention. Chapter .36 of the South Florida Building Code. ACCEPTANCE `o.: 94 - I03 APPROVED EXPIRES tianireI Pere; t' ct er 3 I I9q� �1'oo i --------------- 03/19/96 TUE 14:21 FAX 800 477 3655 VINYL TECH ,Livvy '1a/96 TUE 14:22 FAX 800 477 3655 VINYLTECH Q1008 Etst. grosiysGIA55Technology 10. TYPICAL ELEVATION PTAN ACCEPTANCE No. : 94-1031.03 APPROVED : SR' 2 1 1995 EXPIRES • IT : Qgtober 3 i . 1998 Pcscz. P E. Nal _\aininer 11 09/11/97 THU 09:33 FAX 800 477 3655 VINYL TECH PRODUCT' CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 155 Center Court Venice FL 34292 Acceptance No.:95- 0515.03 F :xpires:12/28198 -Approved: 12/28/95 -1- UETROPOUTAN DAOE COUNTY. FLORIDA METRO -OADE FLAGLER BUILDING. BUILDING CODE COMPUANCE ottricE SUITE 1601 METRO -QADE FLAGLER euILmNo 140 WEST FLAGLER 31REET • MIAMI. FLORIDA 33130•1sa3 (305) 375-2901 FAX (305) 3752900 PRODUCT CONTROL SECTION (305) 375-290¢ FAX (305) 3724439 Your application for Product Approval of PG7 Airneheaan ! JI N for 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 s'ibmittcd by: Applicant, along with Drawing No. M95 - 02, Sheets 1 thru 3 of 3. (For listing, see Section 8 of this Notice of Acceptance) 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 qualiy 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 niche South Florida Building Code. The expense of such testing will be incurred by the manufacturer. /LAW/ auT g uez / Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This appliication 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 0002 09/11/97 THU 09:33 FAX 800 477 3655 VINYL TECH Prignaaktrzialaiszhnaka ACCEPTANCE No.: 95 -0515.03 c ti -,- APPROVED : DEC 2 8 1995 EXPIRES : DEC 2 8 1998 Q003 1. DESCRIPTION OF UNIT 1.1 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, I994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Desianatiop PGT Aluminum Tube Mullions. To be used to support only Windows and Doors with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of an extruded aluminum rectangular tube of 1/8" wall thickness. Tube dimensions are: I" x 2" and 1" x 4 ". Material is aluminum alloy 6063 -TS. The properties of the head, jamb or sill members are not added to the properties of the mullion. 2.2 Tested specimen: 2.2.1 A top - and -bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 76" high Fixed Glass Picture Window units mulled together using I" x 2" alum. tube mullions with and without steel reinforcement. Overall dimensions: 9' 3 -1/4" wide x 9' 5 -1 /4" long overall. (FTL -1161) 2.2.2 A top - and -bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 50 -5/8" high Fixed Glass Picture Window units mulled together using a I" x 4" horizontal and 1" x 2" verticals alum. tube mullions, with and without steel reinforcement. Overall dimensions: 9' 3 -1/4" wide x 7' 3 -3/4" long overall. (FTL -I 164) 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in Section 10. 3.2 Mullions are to be used only to support Windows and Doors, with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 60" max. for Type B (1" x 2 ") mullion. 95 3/4" max. for Type D (I" x 4 ") mullion. 3.4 For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" for each mullion size Type B (1" x 2 ") mullion and Type D (1" x 4 ") mullion on Sheet l of 3, Drawing No. M95 -02, bearing the Dade County Product Control approval stamp. 3.5 For anchoring condition, see "Anchor Load Chart" for each anchor type (A, B or C) on Sheet 3 of 3, Drawing No. M95 -02, bearing the Dade County Product Control approval stamp. i ll Manuel Perez, P.E. Plans Examiner II Product Control Division U0/11/07 THU 09:34 FAX 800 477 3655 Pe'ebnYiv C.Isi. TeeAwel VINYL TECH 0 004 ACCEPTANCE No.: 95. 0515.03 APPROVED : OEC 2 8 1995 EXPIRES :. QEC 2 8 1998 3.6 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 3.7 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and Listed in their individual Notices of Acceptance. 4. INSTALLATION: 4 .1 ierdealetliodzentadApplicatio 4.1.1 or (Used on Mullion to Existing Structure Installations) One 2" x 2" x I /8" x 2 5/8" long x 1 -3/4" wide (for 1" x 2" tube) or 3 -3/4" wide (for 1" x 4" tube) aluminum T -shape clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 2 clip angles) with U legs, using four CO FHSMS, two on each side for 1" x 2" tube, OR using five #10 FHSMS, three one side and two the other side for 1" x 4" tube; and the flat leg anchored to a 2x wood buck using two #l0 FHSMS (for I" x 2" tube), three #10 FHSMS (for I" x 4" tube) x 1 1/2" min. embed and spaced 2" apart minimum; or with two (for 1" x 2" tube), three (for 1" x 4" tube), 3/16" x 1 3/4" Tapcon directly into masonry with a minimum embedment of 1 1/2 ", as shown on Section "Anchor Type "A ", Drawing No. M95 -02, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.1.2 11" Type Anchor (Used on Mullion to Mullion Installations) One 2" x 5/8" x 2" x 1/8" x 1 -3/4" long (for 1" x 2" tube) or 3 -3/4" long (for 1" x 4" tube) aluminum U -shape clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 2 clip angles) with U legs, using four #10 x 3/4" FHSMS, two on each side for I" x 2" tube, OR using five #10 x 3/4" FHSMS, three one side and two the other side for 1" x 4" tube; and the back anchored to an aluminum cross member using two #10 x 3/4" FHSMS (for 1" x 2" tube), OR three #10 x 3/4" FHSMS (for 1" x 4" tube), as shown on Section "Anchor Type "B ", Drawing No. M95 -02, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.2 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 4.3 .4ttachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 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 inetals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Inch mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". I t n Manuel Perez, P.E. Plans Examiner 11 Product Control Division 08/11/87 THU 08:34 FAX 800 477 3655 VINYL TECH fr gz wive GIaaM Technolo � r ACCEPTANCE No.: 95 -0515.03 APPROVED DEC 2 8 1995 EXPIRES D E C 2 8 1998 anuel Perez, P.E. Plans Examiner II Product Control Division 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and cachor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the 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. 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note; This mullion can be installed as part of an impact resistant unit. ®005 t, r xa i a mar ()KRU J RESULTS TEST TEST LOADS DESIGN LOADS • (FORM STATIC PRESSURE AT DESIGN LOADS • BC PA 202 -94 POSITIVE (VERTICAL MULLION) +50.0 PSF FTL -I 161 +50.0 PSF FTL -I 161 • 1FORM STATIC PRESSURE AT DESIGN LOADS • :: PA 202-94 NEGATIVE (VERTICAL MULLION) — -50.0 PSF FTL -1161 -50.0 PSF FTL•I 161 IFORM STATIC PRESSURE AT DESIGN LOADS - : PA 202 -94 POSITIVE (HORIZONTAL MULLION) +30.0 PSF FTL -1161 +30.0 PSF FTL -1161 IFORM STATIC PRESSURE - AT DESIGN LOADS • FBC PA 202-94 NEGATIVE (HORIZONTAL MULLION) -30.0 PSF FTL -I 161 -30.0 PSF FTL -1 161 RGE •MISSILE IMPACT TEST • FBC PA 201-94 (70" SPAN) SATISFACTORY FTL-I 161 YCLIC WIND PRESSURE TEST • FBC PA 20344 (70 SPAN) POSITIVE (4500 cycles) +60.0 PSF FTL -1161 +60.0 PSF FTL -1 I61 CLIC WIND PRESSURE TEST - • FBC PA 203 -94 Or SPAN) NEGATIVE (4500 cycles) -60.0 PSF FTL -1161 .60.0 PSF FTL -1 161 • IFORM� STATIC AT DESIGN LOADS • FBC PA 202 -94 POSITIVE (VERTICAL MULLION) +60.0 PSF FTL-I 164 +60.0 PSF FTL -I 164 (FORM STATIC PRESSURE AT DESIGN LOADS • FBC PA 202-94 NEGATIVE (VERTICAL MULLION) 10.0 PSF FTL-1 164 100 PSF FTL -I 164 ! FORM STATIC PRESSURE AT DESIGN LOADS • FBC PA 202 -94 POSITIVE (HORIZONTAL MULLION) +50.0 PSF FTL -1164 +50.0 PSF FTL -1 I64 IFORM STATIC PRESSURE AT DESIGN LOADS • FBC PA 202 -94 NEGATIVE (HORIZONTAL MULLION) -50.0 PSF FTL -1164 -50.0 PSF FTL -1 164 GE MISSILE IMPACT TEST • FBC PA 201.94 (70 SPAN) SATISFACTORY FTL -1164 CLIC WIND PRESSURE TEST • FBC PA 203 -94 (70• SPAN) POSITIVE (4500 cycles) +60.0 PSF FTL-I 164 +60.0 PSF FTL -I 164 YCLIC WIND PRESSURE TEST • FRC PA 203 -94 (70' SPAN) NEGATIVE (4500 cycles) 10.0 PSF FTL -I 164 -60.0 PSF FTL -1164 This Is a verification test only. For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" on Shect 1 of 3 and for Design Pressure Rating vs. Anchor type, see "Anchor Load Charts" on Sheet 3 of 3, of Drawing No. M95-02, bearing the Dade County Product Control approval stamp. 09/11/97 THU 09:35 FAX 800 477 3655 VINYL TECH P[sp ressive Glass Technnln ACCEPTANCE No.: 95-OS I S.O3 APPROVED : DEC 2 8 1995 EXPIRES : . DEC 2 8 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS e1006 2c - anuel Perez, P.E. Plans Examiner II Product Control Division 09/11/97 THU 09:35 FAX 800 477 3655 VINYL TECH Q007 Thlgth ive Glans Teeheotegy ACCEPTANCE No.: _ 95- 0515.03 • APPROVED : DEC 2 8 1995 EXPIRES :. DEC 2 8 1998 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test, per PA 201 -94 3) Cyclic Wind Pressure Test, per PA 203 -94 along with installation diagram of a top- and - bottom and side -by -side configuration, consisting of one 1 11" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 76" high Fixed Glass Picture Window units mulled together using 1" x 2" alum. tube mullions with and without steel reinforcement, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1161, dated April 17, 1995, signed and sealed by Yamil Gerardo Kuri, P.E. 8.1.2 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test, per PA 201 -94 3) Cyclic Wind Pressure Test, per PA 203 -94 along with installation diagram of a top - and -bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 50 -5/8" high Fixed Glass Picture Window units mulled together using a 1" x 4" horizontal and 1" x 2" verticals alum. tube mullions, with and without steel reinforcement, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1164, dated April 25, 1995, signed and sealed by Yamil Gerardo Kuri, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -02 PGT, "Mullion Details " Sheet 1 thru 3 of 3, prepared by PGT, dated 12/8/95, signed and sealed by Farrokh Rasekhi, P.E. • 8.2.2 Manufacturer's die drawings and sections. 8.3 Calculations: 8.3.1 Structural mullion and anchorage calculations prepared by Farrokh Rasekhi, P.E. Structural Design, Inc., dated 11/12/95, signed and sealed by Farrokh Rasekhi, P.E. - 9. COMPARATIVE ANALYSIS: See "Mullion Load Charts" on Drawing No. M95 -02, Sheet 1 of 3, and "Anchor Load Charts" on Drawing No. M95 -02, Sheet 3 of 3, both bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: See Drawing No. M95 -02, Sheet 1 of 3 and for anchoring details, see Drawing No. M95 -02, Sheet 3 of 3, both bearing the Dade County Product Control approval stamp. J anuel Perez, P.E. Plans Examiner I1 Product Control Division 09/11/97 THU 09.36 FAX 800 477 3655 VINYL TECH 'Erspolialy.L.Glanieckniftex ACCEPTANCE No.: 93 - 0St3_Q3 1 v APPROVED : AEC 2 8 1995 EXPIRES DEC 2 8 19 9 8 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered elk; 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 product 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 atlsecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer tie some product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acce including the comet installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submined , is no longer practicing die 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 temiination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3. jtemg„jO.11 & 12 listed below only apply to dazed prilductLandlgsn 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 tested. The spacing of fasteners in all other parts of the frame, shall be as tested, 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. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapt9136 of the South Florida Building Code. END OF THIS ACCEPTANCE /i) ' Manuel Perez. P.E. Plans Examiner II Product Control Division 0008 .a Car M WW .left /MID to a Mal l. p DIM 1 III O 1 r" I0 In Moe m e u1.• r ?PO. NOS — IP NB i r1 ..MA ►rr.r.muM.M l .Yrr r 0,1 ■ • uminimmem 111111122 1111•••••••1•11/11111111 ••••••11•110111111••••• •• 'tea gm ■i a■■.a ■a ■a■■a■im 1 1 MM 6■ aM ■■■a■■i■a■ .a■.M■1S'a■aWA■■a■■ . %;mom timer � ammull! \mommommm ■■a■ia■■■.a \m\a / a■a a.a■■. ■ra■■■ ■■■■■a ■■ant■oa■■e■om v■■.■ WI i■. ■.a■ ■.■.a ■a■ +■aLa ■s.■■■ C immem mmumm:CC::m::C�►�� 'e o■■.a...a.a...a■.■■■.a■■a�■�� o ■■!■ ■■.■.■a ■.aiaa■..aa■.;i\7. \ O M M E M Bo■ ■a■.■....■ ■ ■..\..■..a■..a ■ man■om■oma■ igmon +ra■■aiaaa■.■.■.■.....■i■■ eaa..aa■ u.■a■■mmumma■■■■■ouoomana a■a■ N l ClJs...-py. b 01. • Nf wird MEIN 1•1111111111111 •110•11111•1110 3eoc�aat .Mat 12123 837105 ginEWMMAI 1111h I C ■U■■ UMW .aii■■.■lTa■.■.■■■ .... ■ ■■■ ■N■■■■ ■ ■■WO■■ ■ ■ ■ ■■ ■ ■■ ■..L�■ ■ �� ■ ■ i: pI II II l ■ ■■■ .■. ■■■.■■. /.a ■■.■■a ■.a.■■ ■ a•lt. a ■! A■•.■.■■u■■. ■a •11•■.a.i.aaa■ ■.■11 1■...... ■ ■■■■.Ua■■.....■■■ ■■ aR l.■.■.■. ..a■i.a.t■.V■MMIO.■■■■■ ■.a ■►gyp■■ ■. nmummii E :�U= sm::::::O::I::::.. K 11111111 _a: ■..i.0.,'..a....... ■.a..■ • ■� i ■■.l•.a■■■aWi'.va\\..■■� ■ ii■ i ...� yuiiii..<pia �sgi im • >t A 1 . . - - W■l r.cyoraftlr 1 s Dwo. U M95.02 91u, 2 of 5 MUM AS torA m MI Mr moan • OM, inmate atal O IIIMIq ORII•i AOCOUNCL na5-QSJ n2 TYPICAL HEAD AND SILL ANCHORS FOR MULLED WINDOWS WITH MULLION CUPS FOR SERIES: 4000 SH, 400 ATW, 200 HR, 6000 FIX£O CLASS, AND 700 CASEMENT 1. CUT nANceS OFF OF NULL CUP ►O FORM A v CHANNEL AND DvSTAU AS SNOW/. 2. (2) SAS. ARE NEEDED OR EACH SIDE AI 2 • YtnLOH SPACE S.M.S. AS NOT TO INTERFERE IITTM EACH OTHER ON oPPOSRC SIDES OF MULLIWI SPAGYNC a SHOWN roR 4 MULLION. I. ALL FASTENERS ANCHORING ANAL CUPS TO OPENING, JON. VW' TAPCON r 1 r/]' PENfTr4ATJQN INTO CONC. OR BLOCK STRUCTURE AIL FASTENERS MIST 8E °ADC COUNTY APPROIiA TYPICAL MULLION TO MULLION INSTALLATION TYPE "A ". Floolch PS. 1 1292 8 DesArt.Inc: r 6 FL 333106 P.C.I. WALTON fr2 OR Ir4 1• r NOTE: 1. (2 ) S.AAS. ME NEEDED FOQ EACH S70f to 2' UULLTON SPACE SN.S AS NOT TO INTERFERE MI EACH OTHER ON orrostrt WOO OF ALRIUON. SPACING IS SHOWN MR f' AN:WON. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C ". P.C.! UULLDN 10 F.H. SIAS. 3 - r . ) ON a IR 110 AS NOT 70 11000 BUCK 1 EACH 00092.) p)) REWNED CONE r \ F DUCK SEE IN/DfC /1, NOT[: P. (2) SACS. ARC NEEDED FOR EACH SIDE 111 2' MOLLIOH SPACE S II S. As NOT r0 IN WRFERE MTh EACH OTHER ON OPPOSITE SIDES OF MULLION. SPACMC 15 snowy ran 4 MULLION. TYPICAL MULLION TO STRUCTURE WITH • WOOD BUCK TO CONC. TYPE "8 ". SLICK BOTH r 3) ONE SIDE 2) off OPPOSITE 10 f.H. S.JAS. S0AS NOT' TD 111TH EACH OM ER.) SEE Row /I. Vs 1 e :u 2. AEI FASTENERS ANCHORING INAL CUPS m 0AEMNC. =A rc J 0• TAPCON 5 1 1 71VN IMO CONC. OR MOO! STRITCTURE Ali FAS MM:S OUST 03 OW COUNTY APPROVED. ..1/4 MR ►r. { I . 1 3/4 150 1:1 1 2. ALL FASTMERS ANCIfORWC WU CUPS f0 OPENING /AWL 15 TAPCON r 1 I/2 P 3 T10N INTO CONC BLACK STRUM :NE ALL FASTENERS MUST 6E DADE COUNTY APPROVED. 1 77000 BUCK \10 F.H. S.L.S. (3) FOR r • AI :WON (2) N015 /MU[L101I AKItOttO Al COQLTYN 111)4 TIE SOUTH , ow 1UU : LOGE a riniTaike 1 3 ♦ 1DR f:2 I) 5014 N WOOD UCH ME000CJ •• OW131 fr2WIIM COIL ONINU/Rf arm 40 2TMCn 1l0.9'A /10 F.R. SILS. (3) rOR .• swum (2) FOR 2• MIKL)ON KW NO73 /2. DWG./ 4123 -02 INALUON ANCN0RA/O COMMONS S7IEET 3 oI 3 1 2/11/93 0 r 0 W S: ANCHORS TYPE. ; 6; (2) WINDOWS MULLED FOC£rMER JO Fli SWS MAX. 6' +OAI CORND45 ANO 16AX. 24' O.C. "E NOTE /P. /6393 1. (3) PER MAO UP TO 38 Y /8': (4) PER ,L148 OVER 38 J /8' UP TO 84". (5) T� 34A18 OVER 84' P (6) PER JAMB OVER 96 TOP. /9364 MULLJON ANCHORS: TYPE i1 i7' OR /6393 /6393 /9454 A.T.W. /219 TOP. M&U JON 142 - (W / 11) WINDOW MULLED WIONC ABOVE 19364 /6393 /945* '219 .g.tz /219 CIAZM4C PRODUCT CfAZNNC PRODUC ANCHORS. TYPE. 3" OR C /637 10 TN SUS w.X. 6' M CORNERS AND A VAX. 24" O.C. SEE NOTE /1. tO FHS1IS MAX. 6 M CORNERS AND A 663.Y 24' O.C. SEE NOT£ /1. H2 (19/2) (2) WINDOWS MULLEA W/ONE ABOVE GY.AZM PRODUCT TOP. MUUJON CNAZINC !PROD CLAZ8NC PRODUCT 1.-- WI —I-- W2 --- I /9454 /6379 /6379 MULLION ARRANGEMENTS CAN BE AS SHOWN OR ANY COMBINATION OF THE ABOVE, ANCHORS TYPE. 4 ". '8' OR 'C \ 110 PH SUS MAX. r FROM CORNERS AND 4 MAX. 24 0.0. SEE NOTE /t. /8342 /9134 Er101?1 frMlllul. Dadm 1=20 OW On10o. R.I H2 - (W /2) 13) WINDOWS AtULLEQ W /ONE ABOVE /9364 /8342 /9454 /83442'! /8342 I • a W190AD a 04141199 TN MI / /10228 11 4 11144L':r . SIX UMSI azure* =—" omrtw6 013 _0 Ku 43 f0 174 SMS MAX 6" CORNERS ANO S&L 110228 A MAX. 24 0.C. SEE NOTE OWE./ 1195 -02 MULLION CONRCUR1TIONS sILIT 1 of .3 12/11/95 U9/11/97 THU 09:37 FAX 600 477 3655 N CN28YC pRoDUCT TOP. MULJR7N TOP. MULUON GLAZING PRODUCT CIAZINC PRODUCT GLAZING PRODUCT Fes— W 1 ---F -- W2 ---I----W3 W S: ANCHORS TYPE. ; 6; (2) WINDOWS MULLED FOC£rMER JO Fli SWS MAX. 6' +OAI CORND45 ANO 16AX. 24' O.C. "E NOTE /P. /6393 1. (3) PER MAO UP TO 38 Y /8': (4) PER ,L148 OVER 38 J /8' UP TO 84". (5) T� 34A18 OVER 84' P (6) PER JAMB OVER 96 TOP. /9364 MULLJON ANCHORS: TYPE i1 i7' OR /6393 /6393 /9454 A.T.W. /219 TOP. M&U JON 142 - (W / 11) WINDOW MULLED WIONC ABOVE 19364 /6393 /945* '219 .g.tz /219 CIAZM4C PRODUCT CfAZNNC PRODUC ANCHORS. TYPE. 3" OR C /637 10 TN SUS w.X. 6' M CORNERS AND A VAX. 24" O.C. SEE NOTE /1. tO FHS1IS MAX. 6 M CORNERS AND A 663.Y 24' O.C. SEE NOT£ /1. H2 (19/2) (2) WINDOWS MULLEA W/ONE ABOVE GY.AZM PRODUCT TOP. MUUJON CNAZINC !PROD CLAZ8NC PRODUCT 1.-- WI —I-- W2 --- I /9454 /6379 /6379 MULLION ARRANGEMENTS CAN BE AS SHOWN OR ANY COMBINATION OF THE ABOVE, ANCHORS TYPE. 4 ". '8' OR 'C \ 110 PH SUS MAX. r FROM CORNERS AND 4 MAX. 24 0.0. SEE NOTE /t. /8342 /9134 Er101?1 frMlllul. Dadm 1=20 OW On10o. R.I H2 - (W /2) 13) WINDOWS AtULLEQ W /ONE ABOVE /9364 /8342 /9454 /83442'! /8342 I • a W190AD a 04141199 TN MI / /10228 11 4 11144L':r . SIX UMSI azure* =—" omrtw6 013 _0 Ku 43 f0 174 SMS MAX 6" CORNERS ANO S&L 110228 A MAX. 24 0.C. SEE NOTE OWE./ 1195 -02 MULLION CONRCUR1TIONS sILIT 1 of .3 12/11/95 U9/11/97 THU 09:37 FAX 600 477 3655 METRO -DgDE BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Southern Aluminum Manufacturing, Inc. 1650 N.V. 23rd Avenue Ft. Lauderdale FL 33311 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 ►vith Drawing No. 95 -333, Sheets 1 ihru 6 of 6. (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 Codc Compliance Office that this product or material fails to meet the requirements of the South Florida Buildin�, Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97-0618.02 Expires:08 /14/00 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 Codc Committee to be used in Dade County, Florida under the conditions set forth above. Approved :08/14/97 Internet mail address: postmaster @buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING an`,er, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com 1 Southern Aluminum Manufacturing ACCEPTANCE No.: 97-0618.02 APPROVED : V 1 4 19 EXPIRES : AUG 1 4 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 20 ga. steel storm panel 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 Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHAR4CTERISTICS 2.1 The storm panels shall be constructed as indicated on approved Drawing No. 95 -333, Sheet 1 of 4, using 20 ga. (min. thickness 0.035 "), galvanized steel ASTM A446 -93 Structural Grade D (Fy=50 ksi minimum), Coating: Hot -Dip Zinc - Coated Galvanized ASTM A525, Reg. Spang. G90. 2.2 Panels are rolled formed, having a nominal width of 12.00" and a total width of 13.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6: "h" header, "U" header, 2" x 2" x 0.093" ankle, 2" x 2" x 0.093" studded angles, and a 1/8" thick 2" x 6" angle. 2.4 Tested specimen: Dimensions: 38" wide x 102" Ion overall 49.75" wide x 68" long overall 49.75" wide x 101" long overall 49.75" wide x 136" long overall 3. LI\IITATIOtNS 3.1 The design will be dependent on the maximum panel height of 11' -4" or 136" for wall. build -out and ceiling /inside mount to be installed only as outlined on Drawing No. 95-333, Sheets 1 through 6 of 6. For Design Load vs. Panel Span. see Table I "Storm Panel Schedule" on Sheet 3 of 6. Drawing No. 95 -333. 3.2 Minimum separation to existing glass to protect shall be as shown in Table 2 "Min. Separation from Glass Schedule" on Sheet 3 of 6. Drawing No. 95 -333. 3.3 Maximum clearance between top ofpanel and inside of header shall be 1/4 ". 3.4 Reinforcement: 3.4.1 Panels greater than'33" in length shall be reinforced at midspan by either: a) 1" x 1" 16 ga. steel tube extending the whole width of shutter attached xvith 1/4 " -20 x 3- 1/2" bolts w /die cast aluminum washered wing nut spaced at 12" o.c. or b.) 1/4 " -20 x 1" sidewalk bolts 1.v /die cast aluminum ■ashered wing nut or jacknut spaced at 12" o.c., depending on the separation from glass required as shown on "Typical Elevations ", Sheet 1 of 6 and Table 2 "Min. Separation from Glass Schedule ", Sheet 3 of 6. Drawing No. 95 -333. Ma e1 Perez, P.E., Prods Control Examiner Product Control Division • Southern'Aluminum Manufacturing ACCEPTANCE No.: 97- 0618.02 APPROVED : AUG 1 4 1997 EXPIRES : AUG 1 4 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following conditions: 4.1.1 Wall Mount The panels are secured into an "h" header (Part 2) at the head; and using 1/4 " -20 x 3/4" machine bolts and washered wing nut spaced at 6" o.c. to an aluminum studded angle (Part 6) at the sill, both of which are anchored to the wall, using tension anchors as shown on Section A "Wall Mount ", Drawing No. 95 -333, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 Build -out Mount The panels are secured inside a top track "U" header (Part 3) at the head and fastened to the 2" x 2" 0.093" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" machine bolts w /washered wing nuts spaced at 6" o.c.; both header and sill are fastened the long leg ofa 2" x 5" (maximum) x 1/8" aluminum angle (Part 5) used to provide the build - out, using 1/4 " -20 Machine bolts and nuts spaced at not more than 21" o.c. At each fastener location, the angles are reinforced with a 2" x 4" x 1/8" x 4 -1/2" aluminum tube attached with a 14 SMS, both angles are then anchored to the wall as shown on Section C "Build -Out Mount ", Drawing No. 95 -333, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling /Inside Mount The panels are secured inside a top track "U" header (Part 3) at the head. xvhich is anchored to the inside of the concrete lentil opening: and fastened to the 2" x 2" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " - x 5/8" machine bolts %■/washered wing nut spaced at 6" o.c., which is anchored to a concrete slab or bulkhead as shown on Section B "Ceiling /Inside Mount ", Drawing No. 95 -333. Sheet 2 of 6. bearing the Dade County Product Control approval stamp. 4.1.4 Direct Mount The panels are secured directly to the wall at head and sill using the tension fasteners for direct mount only using size, spacing and edge distance as specified in "Anchor Schedule" embedded into concrete, masonry or wood. as shown on Section G "Direct Mount ". Drawing, No. 95 -333. Sheet 3 of 6, bearin <, the Dade County Product Control approval stamp. 4.1.5 Wall Mount on Wood Framing This installation is similar to the build -out and %vall mount conditions but anchored to a wooden substrate using, the tension wood anchors as shown on Sections D and E. Drawing No. 95 -333. Sheet 2 of 6. bearing, the Dade County Product Control Approval Stamp. 4.1.6 .-env combination of the above. - 2a- Manue Perez. P.E.. Product,ntrol Examiner Product Control Division A Southern'Aluminum Manufacturing NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.7 Additional Mounting Details The following special mounting conditions are also approved with the corresponding limitations noted in each section detail. Sections A through G on Sheet 5 of 6, Sections A through F on Sheet 6 of 6, Drawing No. 95 -333, bearing the Dade County Product Control Approval Stamp. 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and /or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 95-333, Sheet 1 through 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 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 panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Each opening or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking instructing owner or tenant to secure panels at lap joints with applicable reinforcing: 1" x 1" x 16 ea. steel tube and bolts OR 1/4" -20 x 1" Sidewalk Bolts \V /wing nuts or jacknuts, across the whole width of the opening during periods of hurricane yarnin 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 size and location, including height above grade. of openings to receive shutters; mean roof height. length and width of building. 6.1.3 Duplicate prints of approved Drawing No. 95-333, Sheets 1 through 6 of 6, bearing the 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 rene"ws Notice of Acceptance No. 95- 0713.0 -2, which was approved on January 11, 1996. - 2b - ACCEPTANCE No.: 97- 0618.02 APPROVED AUG 1 4 1997 EXPIRES AUG 1 4 2000 Mantle Perez, P.E., Product trol Examiner Product ontrol Division • Southcrn'Aluminum Manufacturing RESULTS: -2c- ACCEPTANCE No.: 97- 0618.02 APPROVED : AUG 1 4 1997 EXPIRES : AUG 1 4 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED 7.1 TESTS: TEST j TEST LOAD LARGE MISSILE IMPACT TEST (102" Span) SATISFACTORY SFBC PA 201 -94 (w /reinforcing bars & bolts) HETI- 94 -312a CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +94.0 PSF HETI- 94 -312a CYCLIC. WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -95.0 PSF HETI- 94 -312a LARGE MISSILE IMPACT TEST (103" Span) SATISFACTORY SFBC PA 201 -94 (w /reinforcing bolts only) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE HETI -95 -401 a X93.0 PSF HETI -95 -401 a CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE UNIFORM STATIC AIR PRESSURE TEST -94.0 PSF HETI -95 -401 a +10S.0 PSF HETI -94 -317 SFBC PA 202 -94 POSITIVE ( 102" Span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (102" Span) LARGE MISSILE IMPACT TEST SATISFACTORY SFBC PA 201 -94 (136" SPAN) CTC -95 -021 -1 08.0 PSF HETI -94 -317 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (68" SPAN) UNIFORM STATIC .AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (101" SPAN) -332.8 PSF CTC -95 -021 -182.0 PSF CTC -95 -02 I UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (136" SPAN) -93.0 PSF CTC -95 -02 l LARGE \IISSILE IMPACT TEST SATISFACTORY SFBC PA 201 -94 (101" SPAN) CTC -95 -031 DESIGN PRESSURE RATING For Design Load vs Panel Span, See Table 1 "Storm Panel Schedule" on Drawing No. 95 -333, Sheet 3 of 6. DESIGN LOAD --72.3 PSF HETI -94 -3 12a -73.0 PSF 1-1 ETI- 94 -312a X71.5 PSF HETI-95-40 1 a -72.3 PSF H ETI -95 -401 a -72.0 PSF HETI -94 -317 -72.0 PSF HETI -94 -317 -22 PSF CTC -95 -02 I -121.0 PSF CTC-95-02 1 -62.0 PSF CTC -95 -021 - 72.0 PSF CTC -95 -03 I -72.0 PSF CTC -95 -031 Deflection Ntaximum 1.80" Maximum 2.50" Maximum 0.86" .Maximum 1 Maximum 2.1575" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE =93.6 PSF CTC -95 -03 I -93.6 PSF CTC -95 -03 I :ManucjPerez. P.E., Produ Product Control Division ntrol Examiner S Sou'thern Aluminum Manufacturing -2d- ACCEPTANCE No.: 97- 0618.02 APPROVED : AUG 1 4 1997 EXPIRES : RUG 1 4 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -312a, dated September 23, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -317, dated September 27, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-94-401a, dated January 17, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile Impact and Uniform Static Air Pressure Test of "20 ga. steel" storm panels, prepared by Construction Testing Corp.. Report No. CTC -95 -021, dated June 6, 1995, signed and sealed by Christopher Tyson, P.E. 8.1.5 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Construction Testing Corporation, Report No. CTC -95 -031, dated August 31, 1995, signed and sealed by Christopher Tyson. P.E. 8.2 Drawing: 8.2.1 Drawing No. 95-333. Southern Aluminum Mf`,., 20 sage. "Steel" Storm Panels, Sheets 1 through 6 of 6, prepared by Knezevich & Associates. Inc., dated June 9, 1995, with Revision No. 4 dated December 19, 1995, signed and sealed by V.J. Knezevich, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Inspection Report issued by R4UTARUUKKI OY, dated December 31, 1994 with chemical composition and mechanical properties for G90 galvanized steel, ASTM A446 -93. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report No. SFM- 1307 dated June 14, 1995 for CTC -95 -021 steel sample. 8.4 Calculations: 8.4.1 Anchor analysis dated July 3, 1995, Pages 1 through 2 4, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Anchorage Calculations for 12 additional details /conditions. Hurst Awning Co., Inc.. dated September 25, 1993, pages 1 through 37, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, P.E. Manu Perez, P.E., Product trol Examiner Product Control Division Southern Ahutninum Nlanufacturing NOTICE OF ACCEPTANCE: STANDARD CONDITIONS .ACCEPTANCE No.: 97- 0618.02 APPROVED AUG 1 4 1997 EXPIRES : 11tJG 1 4 2000 Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. �• 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. .\ cope of this .Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains sa es I. 2. 2(a) through 2(d) and this last pa . 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 time Product Control Section. I I. 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 comer 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. See section four (4) of this approval for sizes of fasteners used in testing. I2. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 36 of the South Florida Building Code. ENI) OF THIS .ACCEPTANCE - 3 - v1ant I Perez, P.E. Plans Prod .. Control Division iner II