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1200 NE 96 St (5)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 2- 1/99 Job Address Ia.Oo 9C' Tax Folio /1 — 3 3 96 6 Legal Description Historically Designated: Yes Owner/Lessee / Tenant R01) 1 1 34..► 2 T 1)% Master Permit # Owner's Address I DO ma 9 6m sr Phone (3 as) 757 - .3.0 Contracting Co. (s A M E 0 W/`1 Qualifier -3 Sal) e State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): 1. UILDIN a ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION R@.pt+4CE E)t t. T /l4 W *N 150 EA , tJ %" Si N (.E V AI G6 CO J L f 30 W i...) o aul 4 Square Ft. Estimated Cost (value) 5 7 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Sign e of owner and/or Condo President Date Notary as to Owner and/or Condo President Date Notary as to Contr or or Owner - Builder Date My Commission Expires: My Commission Expires: o f O ',RY P� S MARRGANITAAMONTIEL ;� * co &.s WN NUYDIR 4 • v,21' � � C C797277 OF ' , MY 2EXPIRES . 17002 FEES: PERMIT 11° RADON APPROVED: Zoning Building Mechanical C.C.F. 3. NOTARY , S: BOND Address ss# No /( //3 7 /, /9 Signs of Contractor or Owner- Builder Date Electrical TOTAL DUE 1 / 8 Plumbing Engineering FROM : SECURITY ENGINEERING AIETROZ PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors 5100NW72Ave. Miami Acceptance No.:98- 0709.01 Erpires:07 /10/99 FL 33166 Ap proved: 07/30/98 -1- FAX NO. : 305 592 7447 Jan. 25 1999 11:30AM P1 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (308) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372.6339 Your application for Product Approval of: Series 2100 Aluminum Horizontal Sliding Window (HS - C45 with higl: sill) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawing prepared by Security Aluminum Windows & Doors, Job No. 98 -149. • 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 , ;lality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rod guez 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 Cade Compliance Department and approved by the Building Code Committee to be used in Dade C .oumty, Florida under the conditions set forth above, es w anger, Director Building Code CnmpIianne Dept Metropolitan Dade County • FROM : SECURITY ENGINEERING FAX NO. : 305 5927447 Jan. 25 1999 11:55AM P1 Security Windows& Doors ACCEPTANCE No.: 98-0709.01 APPROVED dU1. 1 0 1998 EXPIRES July 10. 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE -- • • 1.1 This renews the Notice of Acceptance, No. 94- 0107.04, which was issued on February 14, 1994. It approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the.Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The aluminum horizontal sliding window and its components shall be constructed in strict compliance with the following documents: Drawing with Job No. 98 -149, titled "2100 H.R.W.(XOXJXO /OX)," prepared by Security Aluminum Windows & Doors, dated July 2, 1998, sheets 1 through 4 of 4, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 - Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manz el Perez, P.E., Produ- ontrol Examiner Produc Control Division FROM : SECURITY ENGINEERING FAX NO. : 305 592 7447 Jan. 25 1999 11:55AM P2 Security Windows& Doors ACCEPTANCE No.: 98- 0709.01 APPROVED : JUL 3 0 1918.^ EXPIRES July 10 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's naive, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submirted, 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 fcc) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. _The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination' and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Man el Perez, P.E., Produ Prod "ontrol Division ntrol Examiner MATERIALS LIST ITEIi NO. DESCRIPTION ALLOY/TEMP PART NUMBER COMM ENTS /MANUFACTURE /QUAN. 1 HEAD 6083 -T6 050 -00 -366 TIFTONJ /1 wen _a' Ewa SILL 6063 -T5 050 -00 --220 TIFTON/ 1 JAMB 6063 -16 050 -00 -367 ALUMAX /2 ENO RAIL 6063 -16 050 -00 -102 TIFTON/1 PER VENT STILE 6063 -T6 050 -00 -119 ALUMAX /1 PER VENT El FIX VENT T/B RAIL 6063 -T6 051 -00 -160 TIFTON/2 PER VENT `ON WQ' Iran VENT PULL 6063 -T6 051 -00 -165 TIFTON /1 PER VENT FRAME ASSEMBLY SCREW #8 X 3/4' PHPH SUS /AS REQUIRED INSTALLATION SCREW SEE PG. 2 /AS REQUIRED GLAZING BEAD _ 004 -00 -008 .0085 ROLL FORM/TIFTON /AS REQUIRED SCREEN FRmJIE 050 -00 -012 TIFTON /1 PER VENT OPENING SCREEN MESH was Wall Km MED 17 ROLLERS SECURITY/ 2 PER VENT SWEEP LOCK S£CURTIY (7" FROM EA. END)/ 2 PER VENT BULB VINYL 046-00 -050 WIBORG/ 0 FlX RAIL AS REQUIRED FLAT VINYL 046 -00 -017 WI80RG 0 FRAME JAMBS AS REQUIRED FLAT VINYL 046 -00 -030 WIBORG /0 FRAME SILL AS REQUIRED 18 FLAT VINYL 046 -00 -038 WIBORG/ 0 FLAP VALVE 19 SILL ADAPTER 6063 -T6 051 -00 -353 10.45 psf. WATER TEST 3" HT./TIFTOH /1 -- W /FIN SEAL 047 -00 -001 AMESBURY /0 TOP & BOTTOM RAIL AS REQUIRED Eill PILE mili MTG. STILE SCREW 8 X 1 SMS/ AS REQUIRED SS SEE ELEVATION/ AS REQUIRED 1 1/8' N 1x1 /2'F ❑AM PAD BETWEEN FIXED AND MEETING RAIL 1 X 1/4' WEEP HOLE 5" FROM ENDS 13 3/4" O.C. - 2.1250 2.1240 - SECTION OF H.R.W. WINDOW 2" X 4" WOOD BUCK 1/4" SHIM TYP.(MAX) 2" X P.T. W000 BUCK OR 1" X P.T. WOOD BUCK SEE JAMB DETAIL FOR ANCHOR SPECIFICATION ONE, PLASTIC ROLL ER IN - PLASTIC HOUSING AT EACH END OF EACH VENT BOTTOM RAIL to 3/16" DIA. TAPCON WITH 1 1/4" EMBEDMENT INTO MASONRY (TYP_) INSTALLATION V 0 4 DP.TE7 -2 -119 SbLE:12 -6 APFROYE PS C MPL1INC w rr1 TirF. A9:111i FLORIDA � BUELD:,YC CODE v C4T 'e4GliJ i --.14% CY 'ku'DPs:LiCr.!TEM. DIWSDTI CUIllaia CODE COMPt-LLNCC OFFICE tCCEITAACL .71 - 74 9 ' Oi MATERIALS LIST ITEM NO. DESCRIPTION ALLOY/TEMP PART NUMBER COMMENTS /t1ANUFACTURE /QUAN. 1 HEAD 6063 -T6 050 -00 -366 TIFTON/1 2 SILL 6063 -T5 050-00-220 TIFTON /1 3 JAMB 6063 -T6 050-00 -367 ALUMAX /2 ©' WWI `O' �o III END RAIL 6063 -T6 050 -00 -102 TIFTON/1 PER VENT FIX STILE 6063 -T6 050 -00 -119 ALUMAX /1 PER VENT VENT T/8 RAIL 6063 -T6 051 -00 -160 TIFTON /2 PER VENT VENT PULL 6063 -T6 051 -00 -165 TIFTO14/1 PER VENT ASSEMBLY SCREW X 3/4" PHPH SMS /AS REQUIRED INSTALLATION SCREW SEE PG. 2 /AS REQUIRED Ili FRAME GLAZING BEAD 004 -00 -008 .0085 ROLL FOR/A/TIFTON /AS REQUIRED igen ME' SCREEN FRAME , 050 -00 -012 TIFTON/1 PER VENT OPENING SCREEN MESH i ROLLERS SECURITY/ 2 PER VENT LOCK SECURTIY (7" FROM EA. END)/ 2 PER VENT II SWEEP IBM. BULB VINYL 046 -00 -050 WIBORG/ 0 F1X RAIL AS REQUIRED FLAT VIN19. 046-00 -017 WIE3ORG 0 FRAME JAMBS AS REQUIRED FLAT VINYL 045 -00 -030 WIBORG /0 FRAME 511.1 AS REQUIRED `a' `a' nom am OID FLAT VINYL 046 -00 -038 %VIBORG/ 0 FLAP VALVE SILL. ADAPTER 6063 -T6 051 -00 -353 10.45 psi. WATER TEST 3" HT. /TIFTON /1 PILE W /FIN SEAL 047 -00 -001 AMESBURY /0 TOP & BOTTOM RAIL AS REQUIRED MTG. STILE SCREW 8 X 1 SMS / AS REQUIRED GLASS SEE ELEVATION/ AS REQUIRED L< — 1 1 /B' 1X1 /2'FOAM PAD BETVEEN FIXED AND MEETING RAIL 3/8` 1 X 1/4" WEEP HOLE' 5" FROM ENOS 1.3 3/4" O.C. — 2.1250 2.1240 0 2 1 SECTION OF H.R.W. WINDOW 2" X 4" WOOD BUCK 1/4" SHIM lYP.(MAX) 2" X P.T. WOOD BUCK OR 1" X P.T. WOOD BUCK SEE JAMB DETAIL FOR ANCHOR SPECIFICATION LINE PLASTIC ROLLER IN PLASTIC HOUSING AT EACH END OF EACH VENT BOTTOM RAIL CP ° o 3/16" DIA. T/PCON WITH 1 1/4" EMBEDMENT INTO MASONRY (TYP.) INSTALLATION Ontli'IE) AS CUIP1Y?m V TI NE SE'Fd FLL�219A 9!.:09.01 MG 'CODE Citir 3y - FP,QFi ,3RGI. 1X'IS!DI 1144891;40 C'L'E LXL 'LIhKCE WflCu r..[i?1! l2 no.... #f-0 to 9- 491 v MAX. SPACING JAMBS /iYP. • MBP.'.CN=_D fS CtJWW HIG i1::Fl P.IE 11114 FLOM 6:13111X1 Call_ aa: 1.... y 9r 1711,9 =sex OV - i0l 6iviS:01 2.!!LDIfi; CODE VIWP ICE CFFIM :r .1MCE rXI. 4 94'1,30 ° 1. 0 .1 TYP. lr TYP. TYP. 1_ 6' TYP. t J 109 118' MAX. FRAME WIDTH HEAD &SILL P MAX. 19 3 /4' SPACING TYP. TYP. INSTALLATION FASTENERS T YP. TYP Q CAL tELEV A U II ON (A) . HS —C45 WITH HIGH SILL MTi./!15861 / .MTL #15855 / UTL815827 2100 HORIZONTAL ROLLING WINDOW (0X / xo / xOX) TYP. -- 4 TYP. THE FIRST FASTENER SHALL $E LOCATED AT MAXIMUM OF 6" FROM EA. CORNER THE SPACING OF FASTENERS SHALL BE AS SHOWN! ABOVE MIN. PENETRATION OF FASTENER SHALL BE AS SHOWN IN PAGES 2 & 3 L_ TYP. [;1 DESIGN LOAD RATE FOR SIZE TESTED 45.3 PSF ADDITIONAL DESCRIPTION FLANGE TYPE FRAME. IJNTF 1c51fJ WITH A 3 HIGH OVERALL INTERIOR SILL FLANGE . ▪ • ' A V Z ,4' P. 5 X074 43 ; O al X � \In x� a� 0 � m DATE. 2-2-96 SCJLLL12.3 /4 DWG. en.G aas. ET: roa Na.10 -149 SHEET 1 Or CAM LOCK R EA. FIX MEETING L 7' FROM 27 3/4"X59 1/4 MAX. VENT SIZE X D.S.EI ON VENT 1 EA. 49 END OPENING ED GLASS 27 3/4 1/4' MAX. VENT SIZE b 1/2' CLEAR MAX. • 3/16" AhtNE. FIX LIGHT • ---a to W a >3 re W ro- en in X U en D.S.B ON VENT MAX. SPACING JAMBS /iYP. • MBP.'.CN=_D fS CtJWW HIG i1::Fl P.IE 11114 FLOM 6:13111X1 Call_ aa: 1.... y 9r 1711,9 =sex OV - i0l 6iviS:01 2.!!LDIfi; CODE VIWP ICE CFFIM :r .1MCE rXI. 4 94'1,30 ° 1. 0 .1 TYP. lr TYP. TYP. 1_ 6' TYP. t J 109 118' MAX. FRAME WIDTH HEAD &SILL P MAX. 19 3 /4' SPACING TYP. TYP. INSTALLATION FASTENERS T YP. TYP Q CAL tELEV A U II ON (A) . HS —C45 WITH HIGH SILL MTi./!15861 / .MTL #15855 / UTL815827 2100 HORIZONTAL ROLLING WINDOW (0X / xo / xOX) TYP. -- 4 TYP. THE FIRST FASTENER SHALL $E LOCATED AT MAXIMUM OF 6" FROM EA. CORNER THE SPACING OF FASTENERS SHALL BE AS SHOWN! ABOVE MIN. PENETRATION OF FASTENER SHALL BE AS SHOWN IN PAGES 2 & 3 L_ TYP. [;1 DESIGN LOAD RATE FOR SIZE TESTED 45.3 PSF ADDITIONAL DESCRIPTION FLANGE TYPE FRAME. IJNTF 1c51fJ WITH A 3 HIGH OVERALL INTERIOR SILL FLANGE . ▪ • ' A V Z ,4' P. 5 X074 43 ; O al X � \In x� a� 0 � m DATE. 2-2-96 SCJLLL12.3 /4 DWG. en.G aas. ET: roa Na.10 -149 SHEET 1 Or 11 c ro • SEALANTS: FRAME CORNERS, INSTALLATION SCREWS TO BE SEALED WITH SCHNEE MOREHEAD 5504 FRAME CONSTRUCTION: HEAD STRAIGHT CUT W/ . 2 #8X3/4 SMS EA. SIDE SIL STRAIGHT CUT W/ 3 //$X3/4 SMS @ EA. SIDE JAMBS NOTCH AS SHOWN , TAT Af MSED PS i.CP P1?IP G WITH a 9rMIIH +lIrM 9Uil111RT; °...IDE 19 as PROD: Di4IE'09 agiLDIR6 CODE O r. tw'hl".E DfFIDE ATI: rARLE `}r - a 707 �.r X N Om ■+n X • U X o CO X • oc co T In k 0 0 O _J 0 1 N DATE: 7 -2 -SS SCALE: DdC. BMW tit K. ar 433 N) 9S-I sm 4O:4 Q 0 z 1 1/8' ■' 2 X WOOD BUCK 1/4" MAX. SHIM - 1 1.3870 #10 SHEET METAL SCREW WITH 1 1/2' EMBEDMENT INTO 2X BUCK WOOD (TYP.) INSTALLATION SECTION OF H.R.I. WINDOW SCHNEE MOREHEAD 5555 ADHESIVE BEDDING COMPOUND 0.0 O FRAME WIDTH (MAX.) CLEAR OPENING 1 1.63 GLAZING DETAIL / FULL SCALE 1.188 .312 GLAZING PFNFTRATION 1.3870 1 .0084 ROLLED GLAZING BEAD V7 cu (1i 1 X WOOD BUCK 3/16" DIA. TAPCON WITH 1 1/4" EMBEDMENT INTO MASONRY (i fP.) INSTALLATION 3/8' DPF1O1'i9 • CGt1Pi%i! TH TKE ME Fl :JA1 BEITDI :iS MBE 4...0* 1? 11277/J)l: FROLIC C+YITZGC CRSi l 8!!:LDW CODE C0.',V'LL &EE OFACE ACc orAFP. NO 9'6 ?09.0 Dk1E:7 -2 -87 StA.012 —$ DMC. MVO ow. we O N N X 1!) X O to k tO 14 0 z O JO MO :BB —I4B l T S OF �� f , .I METRO -DADE t. PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 such testing will be incurred by the manufacturer. Acccptance.No.: 95- 0731.01 . Expires:06/20 /99 Approved:06 /20/96 -1- METROPOLITAN DADE COUNTY, FLORIDA . METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Series 2500 Aluminum Sliding Glass Door 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 b ': Applicant, along with Drawing No. W96 -11, Sheets 1 and 2 of 2. (For listing, see Section 8 of this Notice ofAcceptance) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is"determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of Raul Rodt 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. s anger, Director Building Code Compliance Dcpt. Metropolitan Dade County " Security Aluminum Windows & Doors ACCEPTANCE No.: 95- 0731.01 APPROVED : JUN 2 0 1996 EXPIRES : JUN 2 0 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum sliding glass door designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Series 2500 Aluminum Sliding Glass Door. 1.3 Overall Size: 15' 11 -1/2" wide by 6' 8" high x 4" deep. 1.4 Configuration XXXO 1.5 No. & Size of Panels: Four: Two center moving panels at interior track, 48 -3/4" x 79- 1/16" high and 48 -1/4" x 79- 1/16" high; One moving panel at exterior track 48 -1/4" x 79- 1/16" high and One fixed panel at exterior track, 48 -1/4" x 79- 1/16" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Door Panel Material: Aluminum alloy 6063 -T6 and 6063 -T5. .2.2 Glazing 2.2.1 Glazing Material: Full lite, 3/16" tempered glass (single glazed). 2.2.2 Glazing Method': Channel glazed using a flexible channel vinyl glazing bead into a .376" wide x .558" deep glazing pocket. 2.2.3 Dsyylitht Opening Size Each lite 45" wide by 75" high 2.3 Frame Construction: 2.3.1 Head: A 1" face x 4" deep x .062 " wall thickness extruded aluminum 2 -track channel. 2.3.2 Jambs: A .75Q" face x 4.259" deep x .062" wall thickness extruded aluminum 2 -track jamb with 2 pile groove per track and one screw spline. 2.3.3 Track: A .153" high, .375" to top of track x 4.546" wide x 1.250" high overall interior sill flange extruded aluminum track is used at sill. 2.3.4 Corner construction: Corners are butt joints, each c•orner is secured with one No. 8 x 1" sheet metal screw into screw spline in jamb and sealed with aluminum colored sealant. 2.4 Panel Construction: 2.4.1 Stiles: Lock stiles consist of 1.074" deep x 1.875" face x .062" wall thickness extruded aluminum tube with a .376" x .558" pocket for glazing; interlock stiles are 1.671" deep x 1.375" face x .062" wall thickness aluminum tube with a .376" x .587" pocket for glazing, a bumper and a pile groove; female astragal stile is 2.437" face x 2.906" deep x .062 "/1.28" wall thickness aluminum tube with a .376" x 0.875" pocket for glazing and a double pile groove. 2.4.2 Rails: A 0.938" deep x 2.055" face x .062" wall thickness extruded aluminum tube with a .376" x 0.587" pocket and one spline is used at top and bottom rails. 2.4.3 Corner construction: Panel corners are butt joints, each corner secured with one No. 10 x 1" sheet metal screw into each top and bottom rail and sealed with a white sealant. Man el Perez, P.E. Plan ' aminer II Product Control Division ,Secu rity Aluminum Windows & Doors ACCEPTANCE No.: 95- 0731.01 2.5 Weatherstripping Quantity Description 2.5.1 Single row Pile with integral plastic fin 2.5.2 Double row Pile . 2.5.3 Single row Vinyl flap 2.5.4 Double row Vinyl flap 2.6 Hardware: Description 2.6.1 Two Standard series flush mounted set 2.6.2 Eight 2.6.3 Two 2.7 Weepholes: OIL 2.7.1 Two 2.8 Muntins: None 2.9 Reinforcement: p. 2.9.1 Four 2.9.2 Four NOTICE OF ACCEPTANCE: Adjustable metallic wheel housing Steel security lock pin Description 3/4" weep notch Description 1 -1/2" x 1/4" x 72" long steel bar 3/4" x 3/4" x 39" long alum. tube APPROVED : JUN 2 0 1996 EXPIRES : JUN 2 0 1999 SPECIFIC CONDITIONS Location At each frame jamb on exterior of panels. At each fixed panel top rail. At each panel interlock stile, each frame jamb on interior of panels, and at panel top and bottom rails. At female astragal stile. Location steel lock One at left panel jamb lock stile and one at right center panel male astragal stile, each 41" from bottom rail. One at each end of each panel bottom rail. One at each interior interlock stile, 6" from bottom rail, locking into exterior interlock. Location One at each end of each track in frame tsill. Man Produc Perez, P.E. Plans ontrol Division Location One at inside of each interlock stile. One at inside of each panel bottom rail. miner II r Security Aluminum Windows & Doors ACCEPTANCE No.: 95- 0731.01 APPROVED : JUN 2 0 1996 • EXPIRES : JUN 2 0 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.10 Sealants & Pads: Each frame corner, installation screws and all panel corner seams on the interior are sealed with clear silicone sealant. Pads shall be installed as follows: OZ. Description Location 2.10.1 Eight 1 -5/8" x 1 -3/4" alum. closure with a One at top and bottom of each interlock closed cell foam pad stile, secured to stile with one #10 x 1" comer panel assembly screw. • 2.10.2 Two 1 -1/4" x 1/4" x 2 -3/8" long closed cell at top and bottom of female astragal foam pad. stile. 2.10.3 Two 1 -1/2" x 1/4" x 1/2" closed cell foam at top and bottom of left frame jamb pad. 2.11 Additional Description: A 3/4" x 1" x 1/8" x 3 -3/8" long aluminum angle retainer bracket is installed on the exterior of each set of interlock stiles and astragal stiles, each secured to sill with two #12 x 1 -1/2" FH SMS. Overall interior sill flange is 1 -3/4 ", using an extender plate fastened to the interior 1 -1/4" sill • flange. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 The following configurationsshall also qualify under this approval: X, OX, OXO, OXX and OXXO. 3.3 Head receptor is not allowed to be used in this installation. 3.4 For Design Pressure Rating see Section 7. 4. INSTALLATION 4.1 Screws and Method of Attachment SILL : Double Row #10 x 2" PFH SMS w /lead shields into concrete, located 5 " from corners and 22 "o.c. HEAD : Double Row #10 x 2" PFH SMS into 2x wood buck, Ideated 5" from corners and 22" o.c. max. Additionally, clusters of four #10 x 2" PFH SMS into 2x wood buck, at interlock and astragal locations. JAMBS: Double Row #10 x'2" PFH SMS into 2x wood buck, located 6" from corners and 14" o.c. max; FIXED PANEL: Fixed panel is secured the frame jamb with three aluminum anchor clips. 3 -1/2" from each end and one at midspan, each secured with one #6 x 1/2" self - drilling screw. Note: Please see Note #11, Page 3. 4.2 Limit shim space to a maximum of 1/4". 4.3 Attachments of sub -bucks shall be designed by the Architect or.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 metals not considered compatible shall be properly protected. -2b- Manu: I Perez, P.E. Plans Product ontrol Division niner II Security Aluminum Windows & Doors . 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 door, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of door to meet the pressure. requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will require a hurricane protective system. NOTICE OF ACCEPTANCE: : SPECIFIC CONDITIONS ACCEPTANCE No.: 95- 0731.01 APPROVED EXPIRES JUN 2 0 1996 JUN 2 0 1999 al/ Manu 1 P rez, P.E. Plant)aminer II Product Control Division • y~ TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT') 0.32 CM/FT' FTL -1203 ----- ----- UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds +45.0 PSF FTL -1203 +45.0 PSF FTL -1203 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds -45.0 PSF FTL -1203 -45.0 PSF FTL -1203 WATER RESISTANCE (PSF) _ SFBC PA 202 -94 +6.70 PSF FTL -1203 +44.7 PSF FTL -1203 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Seconds +67.5 PSF FTL -1203 +45.0 PSF FTL -1203 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -67.5 PSF FTL -1203 -45.0 PSF FTL -1203 FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2(b)(5) PA 202 -94 NO ENTRY FTL -1203 ------------- Design Pressure Rating (Positive) +44.7 PSF Design Pressure Rating (Negative) -45.0 PSF For Design Pressure Rating vs. Door Panel Size, see Table on Dwg. W96 -1 Sheet 1 of 2. Security Aluminum Windows & Doors RESULTS: ACCEPTANCE No.: 95- 0731.01 APPROVED : JUN ? 0 1996 EXPIRES : JUN ? Q 1A99 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 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 PA 20294 & AAMA 1303.5 -1976 along with installation diagram and marked -up drawings of an aluminum sliding glass door prepared by Fenestration Testing Laboratory, Inc., Report No. FTL -1203, dated July 11, 1995, re- issued on 8/29/95, signed and sealed by Yamil Gerardo Kuri, P.E. 8.2 Drawings: 8.2.1 Manufacturer's die drawings and sections and Dwg. W96 -11, Sheet 2 of 2.. 8.2.2 Assembly drawing of tested unit, Series 2500 (R -45) Sheets 1 thru 3 of 3. 8.2.3 Drawing No. W96 -11, Sheet 1 of 2 "Aluminum Glass Door" for Security Aluminum Windows, dated 04/11/96, signed and sealed by Humayoun Farooq, P.E. 8.3 Calculations: 8.3.1 Comparative Analysis and Anchor calculations, prepared by AI- Farooq Corp. dated A 11, 1996, signed and sealed by Humayoun Farooq, P.E. 9. COMPARATIVE ANALYSIS: See Comparative Analysis Chart in Drawing No. W9� Sheet 10. TYPICAL ELEVATION: See Drawing No. W96 -11 Sheet 2 o 2. 2d - Man Perez, P.E. Plans Emir Produ ontrol Division • 1 • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FQR GLAZED LR DUCT 1: For multiple window installations, approved mullion drawings and calculillii is musI. be filed with Product Control. 2. This acceptance will qualify smaller units of the same design and m ns the unit tested. 3. All units must be labeled. giving the manufncturer'a namc�.lDude_County I'� r1tltic.t Control Approval Number. approved elevation and date of explrakiun.. 4. Extension of Acceptance may be considered after a new application Iuus 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 mnnufticture of the product shall automatically be cause for termination, unless prior approval is grunted for revision or change: 8. Any unsatisfactory performance of this product or a change in Code pr•ovisionr+ shall be grounds for re- evaluation.' 7. This acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Windows and sliding doors have been tested in accordance with the American National Standards Institute's specifications and the Architectural Aluminum Manufacturer's Association Standards ANSI -AAMA 101 -85 or for wood units ANSI /AAMA 302 and 402 and for vinyl units ASTM D- 4099 -82. 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 Intrusion and Burglary Security Chapter 8C of the Code of Metropolitan Dade County. 11. The spacing of fasteners shall be as tested or 24" whichever is less. R The first fastener shall be located a maximum of 6" from each corner and mullion or stile. Minimum penetration of fastener shall be as tested or 3 /4" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws 8111111 be No. 8 for first and second floor installations and No. 10 for all other floors above the : first and second floors. -3- Gil Diamond, Product Control Division Supervisor REVISED 6 -18 -91 PANEL WIDTHS ARE AVERAGE PANEL DOOR DESIGN LOAD - PSF WIDTH HEIGHT EXT. INT. _ _..._ 61.9 • • - = U = --- 3/0 3/6 4/0 -- - - -- • - = -- -•- 6/8 • _-- "� .1 46.0 45.0 54.1 45.0 48.7 44.9 44.9 J 2/6 • 3/0 3/6 4/0 8/0 37.2 37.2 31.5 31.5 27.6 27.6 24.8 •24.8 (. • SECURITY ALUMINUM WINDOWS COMPARATIVE ANALYSIS CHART SLIDING GLASS DOOR SERIES 2500 SGD -C35 AS PER FTL -1203 OF 7 -11 -95 TEST SIZE = 191-1/2" x 80" (XX(0) TEST LOADS = +67.5 -67.5 PSF DESIGN LOADS = +45.0 -45.0 PSF WATER INF. TEST = 6.7 PSF 1 -3/4" SILL REINFORCING: 1/4" x 1 -1/5" STEEL BAR IN EACH INTERLOCK 3/4" x 1/8" ALUM. TUBE IN EA. BOTT. RAIL SG2500- 5. PREPARED BY AL- FAROOQ CORPORATION 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. -3(..5-264- 8100 SEP261995 PANELS WITH 3/16' TEMPERED GLASS PANEL WIDTHS ARE AVERAGE PANEL DOUR DESIGN LOAD - PSF WIDTH HEIGHT EXT. INT. 2/6 44.7 61.9 3/0 6/8 44.7 54.1 3/6 44.7 48.7 4/0 44.7 44.9 1 BY OR 2 BY WOOD BUCK OR 10 3/16 X 2' X SS.M.S. / INTO 2X W000 BUCK IN CLUSTERS OF 4 AT INTERLOCK AND ASTRAGAL ENDS AND IN PAIRS AT 24' O.C. � O 1/4' MAX SHIM 3/16' X 2 -1/4' TAPCONS BTU CONC. IN PAIRS AT 24' O.C. MAX 5PACING 1 BY OR 2 BY WOOD BUCK 1/4' MAX SHIM 1 10 X 2 5.11.5. INTO 2X WOOD BUCK OR 3/16' X 2 -1/4' TAPCONS TN PAIRS AT 14' O.C. MAX. SPACING TYPICAL ELEVATION SERIES 2500 SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART BASED ON FTL -1203 OF 07 -11 -95 TEST SIZE = 191 -1/2' X 80" (XXXO) TEST LOADS = +67.5, —67.5 PSF WATER INFILTRATION TEST = 6.7 PSF REINFORCING 1/4' X 1 -1/2' STET. BAR IN EACH INTERLOCK 3/4' X 3/4 ALUMINUM TUBE INSIDE BOTTOM RAIL TESTED GLASS = 3/16' TEMPERED. NOTE; WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE Engr OR. KUMAYOUN FAROOO STRUCTURES FLA PE IF 16357 A 11 B"Y 1 4777 APPROVED AS COMPLYING WITH TH SOUTH FLORIDA BUILDING CODE DAT • a4(o BY ✓U PRODU• CONTROL DIVISION • BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C M- 031.OI U CtS r L lemon C drawing no. [W96 - 1 1, ( ?heet 1 of 2 ) MATERIALS UST 1TBF NO. DESCRIPTION PART NUMBER COMYENTs O HEAD 050 - 00-079 o 0 SOL 060-00 -077 © .V.U13 - 050-- 00-430 O TDP k BOTTOM RAIL 050 -00 -363 0 INTERLOPE 051-110 -365 o LDOCSTRE 051 - 00-364 O ASTRAf4L 051 -00-442 0 SCREEIF TOP • BOTTOM RAi 030 - 00.092 0 SCREEN 511E 051- 00 -399A SCREEN ADAPTER 050-00-427 LDOC SET 047-00-006 3/16' CLFNt TF]PEIRO GLASS 029-00-070 029- 00-070 8 GLAZING VIM FIBERGLASS SCREEN MESH 06- 00.002 SCREEN MESH ROLL VIM 046- 16-005 3/4 X 3/4' X 1/E ALUM. TUBE 051-00 -059 141.65000E MW 000- 00-000 601104 RAIL FLAP 046-- 00-094 TOP RAIL RAP 046-00-094 SCREEN VINYL RAP 044-- 00-095 W00196E'94N FN SEAL 047- 00-009 9RF%DCC Mk EUP 046-00 -017 wax mow 037- 00-006 FTX Cfr 051- 00-269 (3) AT JAMB SR SECURITY 1 SECURITY P94 007 - 00-026 EACH CK 6 FROM INTERLOCK 0 LIC SED CELL FOAM PAD 00 0- 00-000 AT TOP k BOTTOM OF EACH MF%ACX i FOAM PAD OAOCER 000 -- 00-000 AT TOP k BOTTOM OF EACH HIERLDCK 1 /4'A 1 1/2's 75' LG. STEEL BAR 000 - 00-000 AT EACH OVER LOCK 2 2500 GSD HORIZ. SECTION SE SHE ET PCZObUC -TION 1/4' 1/4" 6 0 0 1/4' �—I bJ_. 7/16' i E O � 1 /C ' Fe.. APPROVED AS COMPETING WITH �� BUILDING CODE i-i pp TF�1 I We at , 106, BY PROOU DI4TROL DIVISION BUILDING .CODE COMPLIANCE 0 ACCEPTANCE N0.95 01 13' 11 3/4' BUCK DN. 191 1/4. F.W. 2500 SERIES GSD ELEVATION FULL =LIE 2500 GSD VERTICAL SECTION ao. J do. ----I- do. do. 22 J L 6• 7/1Cf 1/{ r 17' e 17 17 X I= W U 2 0 F U U tc m Z F a re 1 6 4 m DCI CL U3 am a 3 U � 2 O < Oa Z 00 0 N O Z a 0 0 0 8mC W 0_ 0 O. 0 0 z N O i/) AL- FAROOO CORPORATION v x 61 4 6 L 1K ,00 174 DEC-0-8 00. Y.UMAYOU4 FAR000 TOILCU AQ N. PE. /:6,61 DATE 5 —20 -96 SCALE: DWG.:W96-1 1 CHK. 8Y: o X -Iir 2 2500 GSD HORIZ. SECTION SE SHE ET PCZObUC -TION 1/4' 1/4" 6 0 0 1/4' �—I bJ_. 7/16' i E O � 1 /C ' Fe.. APPROVED AS COMPETING WITH �� BUILDING CODE i-i pp TF�1 I We at , 106, BY PROOU DI4TROL DIVISION BUILDING .CODE COMPLIANCE 0 ACCEPTANCE N0.95 01 13' 11 3/4' BUCK DN. 191 1/4. F.W. 2500 SERIES GSD ELEVATION FULL =LIE 2500 GSD VERTICAL SECTION ao. J do. ----I- do. do. 22 J L 6• 7/1Cf 1/{ r 17' e 17 17 X I= W U 2 0 F U U tc m Z F a re 1 6 4 m DCI CL U3 am a 3 U � 2 O < Oa Z 00 0 N O Z a 0 0 0 8mC W 0_ 0 O. 0 0 z N O i/) AL- FAROOO CORPORATION v x 61 4 6 L 1K ,00 174 DEC-0-8 00. Y.UMAYOU4 FAR000 TOILCU AQ N. PE. /:6,61 DATE 5 —20 -96 SCALE: DWG.:W96-1 1 CHK. 8Y: . FROM : SECURITY ENGINEERING Acceptance No.:98- 0901.08 Expires:08 /31/01 Approved: 11 /05/98 FAX NO. : 305 592 7447 Nov. 10 1998 11:22AM P2 MIAMI.DADE MIAMI -DADl COUNTY. FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO.DADE FLAGLER 1UILDINO 1.to wasr FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Security Windows & Doors CONTRACTOR LICENSINC SECTION (305) 375.2527 FAX (305) 375 -2558 5100 NW 72 Ave. Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 373 -2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION Your application for Product Approval of; (305) 375 -2902 FAX (305) 372 -6339 Series 2100 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. (TI:is NOA renews NOA No. 95 0330.05.) 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 itis 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. Rau ' od )guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. - s anger, Director Building Code Compliance Dept. Metropolitan Dade County ;I ,• ".1o" . FROM : SECURITY ENGINEERING Security Windows & Doors FAX NO. : 305 592 7447 Nov. 10 1998 11:23AM P3 ACCEPTANCE No.: 98- 0901.08 APPROVED NOV 0 5 1998 EXPIRES : August 31. 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No, 95- 0330.05, which was issued on August 31, 1995. it approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 2100 Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No. W98-63, titled "Series 2100 Aluminum Single Hung Window," prepared by Al Farooq Corporation, dated August 14, 1998, sheets 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miarni -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The Series 2100 Aluminum Single Hung Window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami - Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Codc (SFBC) in order to properly evaluate the installation of this system. - 2 - Martel erez, P.E., Produ; ontrol Examiner Product Control Division . FROM : SECURITY ENGINEERING Security Windows & Doors FAX NO. : 305 592 7447 Nov. 10 1998 11:23AM P4 ACCEPTANCE No.: 98- 0901.08 APPROVED EXPIRES Auzust 31, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and thc original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no loner the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all thc requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and 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 thc filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Man - 1 Perez, P.E., Prod Product Control Division NOV 0 5 1995 • ontrol Examiner 5INDD11 DIMS. VIDTM 19 -1/8 26 -1/2" 37 53-1/8 t9 -1/8" 26 -1/2' 37" 53-1/8 19 -1 /8" 26 -1/2' 37 53-1/8 HEIGHT SERIES-2100 ALUMINUM SINGLE HUNG WINDOWS 26' (3) 36 -3/8" (3) 50 -•5/8' (5) 19 -1/8 26 -1/2' 37" 53-1/8 19 -1/8 26 -1/2' 74 -1/4" 63' (5) 37" DSB -ANN. GLASS EXT. INT. 50.0 500 50.0 50.0 50.0 50.0 50.0 445 50.0 50.9 50.0 500 50.0 46.5 50.0 50.0 41.5 BASED ON MTL -16355 DATED 3 -24-55 DESIGN LOADS • +30.0. --30.0 PSF WATER LYFLTRATION TEST = 7.5 PSF TESTED GLASS = DS8- ANNE.S. D 3116'- AHN(ALED ./16 "- TFMPFRFD DESIGN LOAD CAPACITY - PSF 67.0 67.0 67.0 65.7 47.0 67.0 63.9 445 67.0 67.0 55.1 67.0 67.0 46.6 67.0 66.9 41.6 S /16' - &NN. GLASS EX1. INT. 50.0 121.0 50.0 I 50.0 50.0 50.0 50.0 50.0 443 50.0 50.0 50.0 41.2 50.0 50.0 50.0 50.0 50.0 47.4 (2 121.0 94.S 65.7 121.0 89.2 63.9 44.5 121.0 95.5 62.8 41.2 121.0 63,1 53.2 121.0 763 47.4 N N0. IN PARENTHESIS INDICATE 110. IF ANCHORS PER JAMB OVER 2) 2/16' -TEMP. CUSS EXT. 1NT. 50.0 50.0 50.0 50.0 50.0 50.0 182 -4 131.7 94,3 65.7 123.6 89.2 50.0 63.9 50.0 44.5 50.0 156.2 50.0 112.7 50.0 76.1 49.9 49.9 50.0 125.5 50.0 90.6 50.0 64.4 41.4 41.4 50.0 149.1 50.0 92.4 50.0 57.4 • •> 0 12 CENTER ANCHOR O HEAD BSILL REDD. ON HTN00WS OVER 26 -1/2' WIDE ONLY 0 Ls 53 1 /6" MAX. TYPICAL ELEVATION 2 OVER 2 NOTES; -1. THIS STRUCTURE IS DESICNED AS PER THE SOUTH FLORIDA BUILDING 000E 1994 EORION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING L.ARLS. 2. WOOD BUCKS BY OTHERS, 11151 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS S144U. BE AS LISTED. SPACED AS SHOWN MA DETAILS ANCHOR EMBEDMENT TO BASE 11ATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO_ I IMPACT RESISTANT SHUTTERS REQUIRED AP?2Oi!E.1 AS C96NPtYITIC WSN Ii0 SO9T4 F1.091.161 StrIDAr. CO:E flAT cove - 'Z 0 1 . } t 0 2 61 P E01 ONYS IN &WIN1I 02Di CLW.FLLAXCE OFFICE '.ct riALLE N3./ a' o e c a - 7 a no- W98 -63 'WINDOW WIDTH 50 3/8' MAX. \-.-- VENT MOTH 49 5/8 MAX. n. A D.L CPG, (FIXED) II r te• • 8 1 it/ GLASS A � /' ,/. , L /� j /. - i! • 5INDD11 DIMS. VIDTM 19 -1/8 26 -1/2" 37 53-1/8 t9 -1/8" 26 -1/2' 37" 53-1/8 19 -1 /8" 26 -1/2' 37 53-1/8 HEIGHT SERIES-2100 ALUMINUM SINGLE HUNG WINDOWS 26' (3) 36 -3/8" (3) 50 -•5/8' (5) 19 -1/8 26 -1/2' 37" 53-1/8 19 -1/8 26 -1/2' 74 -1/4" 63' (5) 37" DSB -ANN. GLASS EXT. INT. 50.0 500 50.0 50.0 50.0 50.0 50.0 445 50.0 50.9 50.0 500 50.0 46.5 50.0 50.0 41.5 BASED ON MTL -16355 DATED 3 -24-55 DESIGN LOADS • +30.0. --30.0 PSF WATER LYFLTRATION TEST = 7.5 PSF TESTED GLASS = DS8- ANNE.S. D 3116'- AHN(ALED ./16 "- TFMPFRFD DESIGN LOAD CAPACITY - PSF 67.0 67.0 67.0 65.7 47.0 67.0 63.9 445 67.0 67.0 55.1 67.0 67.0 46.6 67.0 66.9 41.6 S /16' - &NN. GLASS EX1. INT. 50.0 121.0 50.0 I 50.0 50.0 50.0 50.0 50.0 443 50.0 50.0 50.0 41.2 50.0 50.0 50.0 50.0 50.0 47.4 (2 121.0 94.S 65.7 121.0 89.2 63.9 44.5 121.0 95.5 62.8 41.2 121.0 63,1 53.2 121.0 763 47.4 N N0. IN PARENTHESIS INDICATE 110. IF ANCHORS PER JAMB OVER 2) 2/16' -TEMP. CUSS EXT. 1NT. 50.0 50.0 50.0 50.0 50.0 50.0 182 -4 131.7 94,3 65.7 123.6 89.2 50.0 63.9 50.0 44.5 50.0 156.2 50.0 112.7 50.0 76.1 49.9 49.9 50.0 125.5 50.0 90.6 50.0 64.4 41.4 41.4 50.0 149.1 50.0 92.4 50.0 57.4 • •> 0 12 CENTER ANCHOR O HEAD BSILL REDD. ON HTN00WS OVER 26 -1/2' WIDE ONLY 0 Ls 53 1 /6" MAX. TYPICAL ELEVATION 2 OVER 2 NOTES; -1. THIS STRUCTURE IS DESICNED AS PER THE SOUTH FLORIDA BUILDING 000E 1994 EORION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING L.ARLS. 2. WOOD BUCKS BY OTHERS, 11151 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS S144U. BE AS LISTED. SPACED AS SHOWN MA DETAILS ANCHOR EMBEDMENT TO BASE 11ATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO_ I IMPACT RESISTANT SHUTTERS REQUIRED AP?2Oi!E.1 AS C96NPtYITIC WSN Ii0 SO9T4 F1.091.161 StrIDAr. CO:E flAT cove - 'Z 0 1 . } t 0 2 61 P E01 ONYS IN &WIN1I 02Di CLW.FLLAXCE OFFICE '.ct riALLE N3./ a' o e c a - 7 a no- W98 -63 TYPICAL ANCHORS • 5' FROM CORNERS • 2t -1/2 0.C. MAX. SPACNG 1 • 4 • •, • 6 . • £ 1 1 C � 1/2 ORPPI NOTCH 18 EACH ENO OF 'SCREEN RtTAAMING LEG LI /B' SHIM AT EACH CORNER CF SCREEN WOOD BUCKS NOT BY SECURITY WINDOWS. MUST SUSTAIN LOADS II/ POSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: INTO 2BY WOOD BUCKS OR WOOD STRUCTURE l 12 X 1 -3/4' SMS INTO 1BY WOOD BUCKS OR INTO MASONRY 3/16' TAPCONS WITH 1 -1/4' MIN. EMBED 1NTO MASONRY GLAZING METHOD: EXTERIOR WET GLAZED WITH .ALUM. COLORED ADHESIVE BEDDING COMPOUND AND ROLL FORMED ALUM. GLAZING BEAD .GLAZING BITE = 3/8' TYPICAL TYPICAL ANCHORS • S' FROM CORNERS • 21 -I /2 O.C. 11X. SPACING 1TOI NO- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 71 22 23 PART maul I QUANTITY 050 -00 -357 050 -00 -375 050-40 -163 050- 00-164 050-00 -162 051 - 00-;60 050-60 -119 050- 00-240 012-00 -632 050- 00 -.000 047 -00 -006 050 - 00-000 007 -10 -016 050-00 -000 048- DO-002 046 -16 -00.5 047- 10-009 046 -16 --030 2 1 2 2 AS REDO. FRAME AS 11E00. VENT ASSEMBLY SCREW 4 WOOLPILE VENT SIDE AS RF]00. AICRYUC BASED GJW(G COMPOUND 2 AS FOOD. AS RECD. AS RECSI. 1 046 -16 -039 1/ NAB 2 P S RECO. AUG 1 9 199i8 HEAD SILL .wA9 VENT TOP VET BOTTOM VENT SIDE MEETING RAIL MUHTIN ASSEMBLY Eng.. DR NUTAOOVN FA4000 STRUCTURES FLA. PE S7 16557 RN TYPE WO0LP11E 1/4 518M 025:161•110N SCREW 801TCM RAM. ADAPTER SHEEP LOCK ROLL FORMED SCREEN FRAME FIBERGLASS SCREEN ME 14 SCREEN LI<cS4I ROLL 1AHY1- 711I11. RAP VENT BOTTOM BLOCK AN0 TACKLE BALANCE CLOSED CELL FTLLM PAD ROLL FORIAEO GLAZING BEAD 1 AI>4.ZAU LIST TYPICAL ATlONORS SEE CHART FOR SPACN _ G . MATC RAL 6763 -T6 6063 -TB 6063-16 8053 -75 6063 -14 6063 -T6 6063-76 6063 -T6 6063 -15 6 X 3/4' SMS t 0 r FROM 0405 CP1K1?4v. 0 MTG RAIL LIMN. /54TLUR/KINAP. 1'X241/4' AT EACH CORM2J6 8 1 SUS AFFMEB ES C047iY NS RCM TUE SOUTH ROAM MAIO= OM DAT 14 — 91 BY FROG RTaOL 0!V tell SUIIDIOS CODE DOidit7I R'CE TICE 40CEFIPASE to.9A=i .oL 1 z V 7 p W 1 0 O o 1 F . 15 i1 ° kg o 0 O a. DC 49 O en n ei o IX cr 0 o. :e4 44, O E =4 W N g z _ J d41 .-1te . 0 4 0 0 C e O 3 , s 3 6 owing no. W98 -63 U99 1 _217i .a1 f F .062 FE ERNE ADD -.062 1.387 tIFFnNG RAIL 1109 A62 --�- 1 NT TOP RAI L.937 J ITELKTBALBAL f--- -- 2123 --1 SILL 2.327 -- -- i 1.631 un _'Tt' -000 .678 L_[-J53 *2 1-- E1OTL RZ0 nALIEB Sta S Ni F— Ian - -1 FRAUF JOu• FRAME TOP CORNER FRAME BOTTOM CORNER 0*. Draw nr+000 ru PE isms VENT TOP CORNER DAMNS AT _ ATTACHED v11TM vas VENT BOTTOM CORNER 1FP4C'7P.1 15 COY.TLT= WV ZE$ saAi !MC& le'1191116 nu Elf pRBp i- CDifl0 IL W s rm MOM 0=E mew= eau f •10.1t. .PDAI • 4row rq W9 -63 7 c MLTRO.oADS MULLIONS REGULAR PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Aluminum Windows & Doors 5100 N.W. 72 Avenns Miami, FL 33166 METROPOUTAN DAD! COUNTY, FLORJOA METRO - DADS RAG .ER Morn SCRAM 0005 wr,Uu Oo NG weTROCIAos FLAMM MOM 140 INERT PAMM STREIT IRAK PmRIDJ1231304 7 me =WIN FAX pose MUM PRODUCT CONTROL tECiROM pore 3714+02 saxpMl 372ms Your application for Product Approval of Alaminwn Tube Mullions (Ron -rsbi form under Chapter i of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction. and completely described in the plan. speeificadons and calculations as submitted by: 4pplirost, orlon: with Mr✓ +p Nor Mf5-01A, Chests 1 thnri.J3. Tor Brtfng,.zes Section 1 of this Notice ofAccepraaer) This approval shall not be valid after the expiration date stated below. Me Office of Code Compliance reserves the right to secure this product or material at anytime from a Jobsite or manufacture'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 use use of sues product or inaterW Immedistely. 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 Compllanee Office iesCrves the the right to revoke this approval, U It is determined by this Cods Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expose of such testing will be incurred by the manufacturer. ; Acceptance No.:95.1213A1 gun • Product Control Supervisor Tills IS THE COVERSHEZT, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL . : CONDmONS BUILDING CODE COMMITTEE • This application for Prodtet Approval has been reviewed tat the Metropolitan Dade County Building Code Compliance Department anal approved by the Building Code Committee to be used in Dade County, Fierida under the conditions set forth above. • . Expires :01/02199 • Approved:01/02/96 Director Building Code Compliance Dept. -1 • Metropolitan Dade County • Security Aluminum Wipdowa dk Doors ACCEPTANCE Ne.: 9 01 APPROVED : 81 0 2 1996 EXPIRES • •era It r . kohl ' d .. M ' J K, •II as , . • - JAI 0 2 1999 1. DESCRIPTION OF UNIT 1.1 This approves a structural mullioa system far the windows specified below, designed to comply with the South Florida Bulling Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 74S '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 Desl SecurityA1s,mbwm Window & Doors Alumina Tubs Mullions (Non - reinforced). To be used to support only windows and/or doors with a current Notice of 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists eon caroled aluminum rectangular tube of 1/1 6".11*" & 5/32' wall thickness. Tube dimensions art~ l" x 2', 1' x 3 ",1" x 4 ", 2' x 4" or 2" z 6' Tuba 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: A side-by-side configuration, roas=ting of 3• wide x 96 -1/2" high Donal Patio Door units mulled together. Overall dimensions: 6' 3' wide x S 0-Ur long overall 3. LIMITATIONS 3.1 This approval applies to stmeuswl mullions to be installed vertically or horizontally, as shown in . Section 10. 3.2 Mullions are to be used only to support Windows and/or doors,.with a current Nodes of Aceeptanfe. . 33 The maximmnn mullion span ikogth) shall be 144" max. for 2• z 6' mullion, this dimension is reduced for smaller size mullions. •3.4 For Design Preemie Rating vs. Mullin jt length. sde'"Muf icn Load Charts" for each mullion size (I' z r, 1' z 3' ,1" z 4' , 2' z 4' or T z 6") on Sheet 2 of 3, Drawing No. M95 -O*A, beating the Dade County Product Control approval stamp. 3.5 Fotanchoring cotdidoa, sea 'Ancboc Load Clare for each anchor type (A. B or C) on Sheets 2 and 3 of 3, Drawing No. M95-03A, bcarhig the Dade County Product Control approval stamp. 3..6 Both mullion (size and span), as well as anchor (type) selected design pressure sting. per load charts, must meet or exceed the pressure requirement for the opening in which It is to be installed. 3.7 Window sins and design peessmes are to be limited to those appearing on Charts referenced above and listed in their individual Notices of Acceptance. Manu4L.Peres, P.E. aminer 11 Product Control Division TEST - TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE AT DESIGN LOADS SFEC PA 20244 NEGATIVE -102.0 PSF MTt.•I6603 -102.0 PSF MIL -16605 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202-94 NEGATIVE -153.0 PSI MTL -16603 -1330 PSF MIL-16601 LARGE MISSILE IMPACT TEST SFBC PA201-94 SATISFACTORY FTL-1330 CYCLIC WIND PRESSURE TEST - - - - RTIC PA 203-94 0.300 cyder) *97.0 PSF FTL-13S0 0170 PSF.. .FTL-1330 CYCLIC WIND PRESSURE TEST ' SFBC PA 203-94 • (4300 trio) 47.0 PSF FTL -1350 -97.0 PSF FTL-1330 Stturity Aluminum Wir • •ws & Doon ACCE' ■NCE No.: 9S-1211 01 -2a- APPROVED : JAN 0 2 1996 EXPIRES : JAN 0 2 1999 NOTICE (W ACCEPTANCE.• SPECIFIC CONDITIONS 4. INSTALLATION: 4.1 Vertical or Horizontal Applications; 4.1.1 Anchor Type A Two 2" x 2" x 1/8" x 2 -5/8- long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two 114 SMS, two per angle, spaced 2" apart; and the other leg anchored to a 2x wood buck using one 114 SMS x 1 -1/4" embed or with one 3/16" x 1 -3/4" Tapcon (1 per angle) direcdy into a precast conaete sill with a minimum embedment of 1 -1/2 as shown on Section 'Anchor Type "A ", Drawing No. M95-08A, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.13 AncborTypeB Two 2" x 2" x 1/8" x 2 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two 114 SMS, two per angle, spaced 2" apart; and the other leg anchored to a 2x wood buck using two per angle 114 SMS x 1 -1/2" min. embedment, spaced 2" apart minimum, u shown on Section "Anchor Type "B ", Drawing No. M95-011A, Shea 3 of 3, bearing the Dade County Product Control approval stamp. 4.13 Anchor Type C Two 2" x 2" x 1/8" x 3-58" long aluminum dip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using three 414 SMS, three per angle, spaced I -1/2" apart; and the other leg anchored (with wood block notched out) directly into concrete or to a concrete filled block with two 1 /4" x 1 -3/4" Tapcon (2 per angle) with a minimum embedment of 1 -1/4 ", spaced 3" apart minimum, as shown on Section "Anchor Type "C", Drawing No. M95 -02A, Sheet 3 of 3, bearing the.Dade County Product Control approval stamp. 4.1.4 Mullion Clip (Alternate to Clip Angles) A double tee shaped mullion clip with 3" base, 158" long double legs (o fit inside tube), 1/8" wall thickness and the length cut to fit tight inside the long side of tube, may replace the two-clip- angles conditions desaiibed above. This mullion dip shall be,enchored to the structure as one of tbe.thr e. types A, B or C mentioned above and does not need to be fastened to the mullion tubes but pefmitted to just float inside the mullion. See Drawing No. M95 -08A, 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 windows individual Notice of Acceptance. Minimum anchoring of window's perimeter framing to transom jnullion shall be 110 SMS spaced at 4" from ends A 1 r of 4.3 Attadhmasts of sub-bucks shall be designed by the Architect or 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 metals not considered compatible shall be properly protected. n I Man =2, P.E. PI amino 11 Product Control Division Security Aluminum Wit • avrs & Doon ACCE' ANCE Nn.: 9S -1711 01 7. TESTS PERFORMED APPROVED JAN 0 2 1996 EXPIRES JAI 0 2 1999 NOTICE OF AC CEPTANCF: SPECIFIC CONDfl IONS S. IDENTIFICATION 5.1 Each mullion shall bear a pelmaneat label with the trumufacturers name or logo, city, state and following statement "Dade County Product Control Approved'. 6. USE 6.1 Application for building pewit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.12 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 grad of openings to receive mullion & windows or doors, mean roof height. length and width of builds 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well u the manufactuae?s installation instructions shall be provided to th permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsl 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 ism be installed. 6.4 Rota This mullion can be Gutalled as part of an impact resistant unit. RESULTS Tab la • verification test only. Far Dedp Presetrs Dating R Mettles length, see "Mullion Load Claris"' and re Desip Pressure Rating vs. Ana*: type. see "Andsor Load Charts" both on. Sited 2 eta, et Drawing No. M95OS A bearing As Dade County Prodod Control approval stamp - 2b - Smuadtt Alumianm WP curs A Dean ACC[ ANCE Net: 054213 01 .1A1 0 2 1996 APPROVED EXPIRES : J141 0 2 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation diagram of window prepared by Mend Testing Laboratory, Test Repot No. MTL 16605. dated December 7, 1993, signed and sealed by David Oak Ober, P.E. 8.1.2 Test reports on 1) Large Wusi a Impaet Test, per PA 201-94 2)Cyclie Wmd Pressure Test. per PA 203-94 prepared by Fenestration Testing Laboratory. inc., Test Repot No. Fig -l330, dared December 12. 1995, signed and sealed by Gilbert Diamond, PE 8.2 Drawing: 8.2.1. Drawing No. M95-08A, Security Aaninm' Vi iiid h ovws,'Mullioti Deta • Sheets 1 tltru 9 of 3, prepared by A1- Farooq Corporation, dated 09/29/95, revision A dated 12/099S, signed and sealed by Humayoun Farooq, P.E. 8.2.2 Manubcasees die drawings and sections. 8.3 Calculations: 8.3.1 Structural mullion and anchorage calculations prepared by AI- Farooq Coaporadoa, dated • 09/27/93, revised on 12107/95, aigaed and soled by Hutnayouo Farooq. P.E. 9. COMPARATIVE ANALYSIS: See "Mullion Load Charts' and 'Anchor Load Charts' co Drawing No. M95.O8A, Sheet 2 of 3, bearing the Dade Coamty Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: For mullion system cross sections, see Sheet 1 of 3 and for anchoring details, see Sheet 3 of 3, of Drawing No. M93-08A, bearing the Dade e County Product Control approval stamp. • -2c - e •'JLT.t'TANCE Nos 05.12t1 at APPROVED EXPIRES r40yriWR OP A1TF.PTANCE TAND RD t'AHDmnre 1. Rsoewal of alb Acceptance (approval) ddl be considered after s renewal 4ppliotioa has been filed and the original submitted documentation. including rot supporting doer. eniancesing doanwb. are ao older than eight (s) pears. 2. Any and all approved products scull be pamaneatly labeled with the manufawnefs tame, city. sou, end the following statement Made Cowry Product Control Appeoved% or as specifically stated is the specific condition of dig Acceptereca 3. Reaewsts of Acceptant will not he considered it e) There has beat a change la des South Florida Banding Code affecting to cvelusibe of this product and the product 4 sot he co odiancs wide the cods eh b) The product is ao baser to nun product (identical) as the ow °density approved; c) If the Acceptance bolder has not complied with ell the eequieroads adds acceptance. including to correct installed= ddo product el) The engineer who originally prepared. signed and sealed the required doanacnt* oe inkidiy submitted . Is an t phi the a+gioeaiq professfos. 4. My revision or thongs la the mareble. asq andlor manufacture aids product or prows shall automatically be cane for terminatioa of this Acoeponce. mks prior mime approval hs been mewed (though the filing of s revision appIk doer with appropriate fns) and granted by this WW- I M y of the f d b w i % g shall abo be grounds f o r removal of this Aoo de= a) lfistisfict ry performance dile product or process b) Misuse ddb Accedence as as endowment of say product. far ales, advertising or troy other pupped. 6. The Nooks of Acceptance number procedcd by the words Dole Coney. Florida, and followed by the esptatke date new be dhpigd 4 dvad:log literature. if any portion aide Notice of Aoapt>Ke Is displayed. dna it shall be don is its canary. 7. A copy adds Acceptance s well as approved drawings and ode doamneata, whets it applies. shall be provided to the neer by to mandieeuer er b distributors and shall be mailable ter batman' et the Job she at all tines The copies need not be resealed by the engineer. • 8. Fsbbas to comply with any section ddb Acceptance dull be caeca for termination and remand of Acceptance. 9 T►b Acceptance ennuis pegs 1.I.2(a) through 2(c) and alb lets gasp 3. 1 1 . ooloo • i\ t I y .a . p.' END OF THIS ACCEPTANCE -3- : JAI 0 ? 199F : JAI( 0 2 1g99 10. Unless speeilcally indicated it the Acceptance (approval). this wit Is approved amines wit bnsulwimi. For soldpla installation ddb nit: a separate Acceptance for swtliont is required flow the boded Control Section. 1 1. Tie spacing of fasteners at window slat dull be as tested. The spades of hewers h all otter pats aide frame, shall be as vested, bat l we case dun exceed 24' ea roster. The Res !wane sh*U be lowed n • maainma d6' glom each corner and auflen or stile. Fenene shall fafy penetrate the buck which doll be de same We as the one tested with the nag. No wood or pink slicks or pis dull be used for gathering. Ss suction far (1) of dais approval for sine ef listeners used he owing. 12. Hardware for all widows and doors shall conform to Security and Forced Easy Preva doer Chapter 36 d do South Florida Building Code. P.E. Flan xl(�sber 11 Product Control Division 6.000 INSTINCTIONS; USE CHAIRS AND GRAPHS As FOI OMS 1 CIETUDINE OBEN LOAD REQUIRED PER ASCE 7-08. FOR PARTICULAR OPENING. S2 use we °cony APPROVED GLAZING PROOUCTs MEETING ABOVE LOAD REOURE EN13. - STEP a USE aDNNEcncs TO NUM'S As PER PRODUCT STEP 4 SPECIFY w wa SRN SPANSI& CTEp ag, USING a PHS 011 SHEET 2 SELECT UTA1JON SINE WITH N t LE 0N 31I.N R MORE THAN DESIGN AD SPEWED i1FP ABOVE STfp G USING ANCHOR TIM 011 SHEET 3. AND ANCHOR GRAPHS ON SHEET 2. SEELT ANCHOR TYPE IBM DESIGN MING U M THAN THE DES CH LOADS SPECIFIED N SIFT 1 ABOVE GLAZING PRODUCT 1 X 2 x afir ALLOY MUWONS CONTAINING TYPICAL GLAZING PRODUCTI HORIZONTAL OR VERTICAL SEE MAN00W OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 - 1C3X118 X1%8 '. PLum 1 X 4 X 1/16 X 3/32 SLAM TUBE a R ALUMINUM TUBE MUWONS USING MUWON PROPERTIES ONLY 1. ALL GLAZING PRODUCTS USED MEW THESE UULIJONS IMJST MEET THE APPUCABIE DADE COMITY REQUORIENTS LE. WINO RESISTANCE. .SAFEGUARDS ► ETC FDRCHa Emir 2. ANCHOR EYBEDIID(T To BASE MEWL SHWL BE BEYOND FALL COVERING (STUCCO. TAE ETC.) 3. ANY COMMONS NOT COVERED RI INS SUBH/HTAL SUBJECT TO SEPARATE ENGINEERING REQEE . 4. ALL DIUHUOIG TO BE ALLOY 1053 -T3. APPROVED AS COMPLYING WITH TIE SOUTH KORIGA BURL= COOS auGN►Y1a2J� Hl%. BUILDING CODE COMPLIANCE ME ACCEPTANCE NO5164 Z13M 0 0 gt 0 t O (n • •1 ca cse W , o 0 0 <to•- 0 N M -n c ) cn 0 0' Z . M 'CI tp0 Z Z to co tM a • v o o C M95 -08A sheet 1 of 3 . . PU Lml1 LOAD OARr rarmu - MAU Rat • ■►LIIIII11 /111 5. ■IVIRM!TAZ7YYY■ I,II���IIIIIII 30:211611111 lammomummumme ammmommsmamma SAIMMMOMMEMERM 25 38 45 50 68 75 80 TRIBUTARY WIDTH • DOES TRIBUTARY won - Ti1 2 • 11110 1 111 assimmummomum MAMMIIMMEMMORM IMUMSVIMMEMMOM ■U\\E\MUMEME► ,EIII1■,I♦I♦I♦I♦EMME WRIMENIMUMUMM WIMMORMINUMMEM nmYYY\omma►,■ WIMAIWAMMEEMMIE A MULLION LOAD CHART raT SLUM U /0 SIM SCUM 25 30 40 55 65 75 TRIBUTARY WIDTH • DOES TYPICJIL MUWON ARRANGEMENTS TRIBUTARY WIDTH - rn + Wr2 1 ID ID oat ID a► . ID PaLLD LOAD CHART i - aA - MLA. W ■■..m■■a= ��1 mmnimmiliamixo mammummummum iiiiiui • p ■-■",1♦-mI♦I♦1. mminummommimm MUMUUNMERMIIMM WUME M \Y\,YY■ ■Y\\YYMMMIAMMEM ■\\Y.!\UUYMUY■ IIMMWRIUMUNINUM OI♦„■„I♦MIREM`■M MUMMUNWOUNMEM IIMMEMMOMMUMUM \\YYYYri,AYY\M nMEMINNIMMUCNIMM 20 30 45 58 60 70 88 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART AQORB TYPE A I.C••7 a. • p L mammulimm N1\11I111111 MMMUMMOIMUMMEM mawmaumummom \ \,mzumu YYYYY■ ammammuummum 20 30 40 50 60 70 TRIBUTARY WIDTH - MITES MULLION LOAD CHART a� SAVESamwmmomm minummummiliamm MSAMMEMMENUMME URWINIMWMMOMMO MEMEMMILIMMOIRM UMWMMEMERUMME WEIMISMEMOMMEU MUMMEWMEMOIMME VIMMUUMMUMWIRM ■\ MEMM,liifi OOMMI MUNIMMIEWERMUM WIMIUMMUMOMMEM MURNMEMUMMEEM UMMINMI♦■MU■„M MEMMICUMMIEMMUO MYCUM,UYYMM\■ MWEIROMMSIMUMUM .U,M„MYC,YI M ID I0 ID 17 APPROYMD PS COMPLYING W31 THE SOUTH FLOUR BUNDLING COOS_"A�,� DA 1 >_7(P� 81 /..i d /A PROOUC TROL DIYSON BUILDING CODE COWW E ORTCE ACCEPTANCE NO9A -I2L-/ � I I'se - .1A' OLIN. 11At AN Am 01114 20 35 40 58 65 70 80 TRIBUTARY WIDTH - INCHES IA ANCHOR LOAD CHART 20 30 40 50 60 70 TRIBUTARY WIOTH - INCHES h a. • 14 I\\ARKW.EYI 111 \' -`_,..11111✓ - - -- ummi1\,\,I \,■11.1■■■■ MAMMUKIMUCAMEM UWIMMANOUMMEM unimmumammism w\1\\ummo7mY7_*,Y -""„1►, ■.,,,1♦, M O mimmaimmummalm IIIMMWOMOUMMUMU ■MONgWE\..Y„O ■MMUAM\\""„ ■ME\\\\\'\\OI■ ■M■■MAMMO\OYC MEMMIIMMAMIRMIZN IIIMMEMMZMOCWOU MEMMIIIMMOWINISCM MEMEMEMMUMCSM At4 ORS TYPE e �I� ■ \ \ \�� ►ViiYY■ ammo ■,maYYY■ mwmrmemm imam muwalommum IY■ maimmumwmisms WOMMUMMERMIIKU MUWURSUMSMEMW MWSIMAMWRIONUMM nimmumilimmimmum INIMEMOMEMMERVI MUMEMEMMINMEME MMUMSMOMMIWARM ■UUMMMU \\Y\\■ 11I1♦I,, ,E,MA,■ IC MERNMOUWOUVOU IIIMMUMMOTEUMMWS ■YO /M,I•"YS\■ ■YMYSMEMSOMM\ raL'.1A' N.UM. Al .R 4 f ID 20 30 ' 45 58 60 70 80 TRIBUTARY MOTH - INCHES a. • 0. ID w u ID ID FOR ANCHORS DESCRIPTION SEE 1EET 3 OF 3- 1 L IOM LOAD CART ANCHOR LOAD CHART mamsnimmenmmum MUMEMEMOMOKME ■1111`IMMMMI EUMMOR METIMMEaMMOMMI EMILAMUMMUMERE 1111 VOIRMSWOMUM wilmnsummwmamm MIIIIMMAMWERWOM MM■MMUUMN■,.' ammummammums mimmumansimiwlaam MEMEMMUMMMEMS ■E ■MMWO r„\, ■■ MUM„KtO■ ME EMUMMOCUMC 1 111111111 111 .wars TYPE C 20 38 4 0 50 60 78 80 TRIBUTARY WIOTM - INCAS c c gl IIJW 1V1M FmOOQ PC / 1067 N 0 4 1996 r Igt drawing M95 -08A sheet 2 of 3 It IRWYOUN FAROOO PE f 1E537 041996 U 1 y � � rs 0 o aE2 r aSt c ) C ) 1 2X221/2' IWO M E t2/ ANGLE 22221/r PLUM ANGLE ANCHORS TYPE 'A' 4 1-1/4" BA PI TO W000 • IF _14 SIM ptiotE mow AL a. .a • r, r 1. PRCGAST'OONC a sits ow. was SIJL ! rm. E303ED 22221/2' KM NW t2/ - sips. 3 1/`2 _1 14 siL 114. E)18ED P410 SNOOD ANCHORS lYPE 'B' 2 • •1 .323 YYP U41 MULLJQt j CUP VIZ 10 NI ) THIS cup 10 FLOPS P C M*IJON 040 s10E FASTENERS REDA) • ANCHORS TYPE 'C' 1- a� .cONCRETE OK CONC.FYLED 2 E ANCLE 3.000 ST NCITO4 11000 DU* TO ICCOMOAN CUP NIMES 10 VASONEt •. 1/4 • WWI 1 -1/4- MIL GIBED AwAL WOOD BUCKS NOT BY SECURfY ALUM. MUST SUSTAIN LOADS IMPOSED, APPROVED 1S COYPLYIIIC YRTS FIE scum Rana MOIQ CORE 1-44APP Idea ORfSSa 8111u304 0001 COMPLIANCE OFFICE AccF WI [ Ig9S - 1�I�.�1, - -- w _a SUB TOTAL 1 i.57.93 H.,1k,' CRE f ITS .ONLY WiTit hi p. NUT kESPONIKE F ' MATERIAL . - TAX DELIVERY — INSTALLATION TOTAL TAX INCLUD = 33w 00 DEPOSR C 4 s11 Mk I'(O d (, 0 BALANCE DUE ON DELIVERY I 9$O O 0 7173 N.W. 52ND ST. MIAMI, FL 33166 (305) 513 -3388 Fait: (305) 513 -3399 CONTRACTOR ' Pild S NAME li L 0 ADDRESS 6 8 (ZOO ►s7-, CITY ` 6 Shp? � 1 =L .. 3 313 tr CITY FOLIO # { JOB SITE PHONE # WORK PHONE # CELLULAR.# LY N AGREEMENT WILL BE HONORED. STOMER INITIALS) THIS M FOR THE SALE OF MATERIALS ONLY. Seler declaims eM responsibility b the or other use of these materials Ektrir id MMr acne that the ender dose not he any )Cawedge of where these materiels wE or at what elevation they vN be healed , ern neceeeery ter any Mn or There MI be no rends or exchanges sitar (2) weeks horn receipt of material, or on pare, ncn•stock items, mixed pale end tome ochre, 1/1, colonial, aetan -sized materials wd/cr insulated glass items. Thera wE be a 26% r e s t o c I charge on el aooeptabe i i • Buyer has selected the type, eke. color, style. depn, and wedUty of the moo* designated herein and egress they are corrects* s* Bated h tN* contract. Al d menabrd ern exterior, won by hsl t• ti dsMry or haiMObh is %M old br the convenience or at the requ* d the customer, or due to chamsarcee beyond he seen control. M Woos, on due once materiels ere produced. Reeeoneba stage chwgse WA accrue after (30) days and materiels may be deeboyed elbr 0 Buyer Scow that penlei *emu of thle ordMwn be made only after balance b pad h tart, By erhg ilia eOlwront. buys arse that the eeler shall not be leble for any carwquendei damages, Inducing water derma es a real of egepad detects in IT a Improper Installation. If any ahwhges, Mteratlar, or additions are made to the meted* by anyone other than the abler, ry retpaubIy for the materiels or Installation 4 discharged end ail warranties are sold. This %warty only alpha to materials sold and hailed by skr viler this contract This order 4 sU*ct b acceptance by the snpheehhg department, vndt d.partrawnt and an allow d the ester, h the wwseQ�11 any amounts owed are not pad when due. Interest of the NONA NON legal rate Vol be assessed on any and al rapid belaoe, 6rauli! ItlpagO,> between sew end Dade County tabard to this eels l . the prava ng perty she a entitled me to et RIO ahansy bee. Vanua any y Ir e s b This contract represents the complete apreemert of the parties ad can sty be nodAed In *ding ied/or by the written edcovi4ed event suppled by seder to buyer. Ttr'sdcw,tedpenwtf supersede the Knornnt Seger did not be fespo she for any delay h delivery renting horn strikes, eba Wattles, Are, hunicens, Or other cruelty, deey h anal% permit or shy causes whsteoewr beyond is con. trot. The contract price does not Include pool MN, shop drewhpe. efXkered" mil%, or oslcaletlons (saved or otherwise). Such bee will b. charged separately. (Z] (CUSTOMER INITIALS) THIS CONTRACT CONTRACT INCLUDES THE INSTALLATION OF MATERIAL$ SPECIFIED. krtder shag not be responsible tor damps looting, window tresime hts. The broken or crooked during httdMbn a Windows ell t s ppetch.dddarw�a X10 eyelebi. at add. clonal Burge. Inhaler is not reporidie tor screens YAW br *earn lien MFier prior or after hntalMlon as to their h or Motion. Screens wired for 'Iamb N b be cMdud b M pria to NOV them wad hstaler is not respond* b wMdow 0 deotrbai watt, materials painting. Once metal* are Installed they become the reepae d the e property owner and/or buyer. Protection d thethese r reeponebily d he property owner MeV Or contractor. Any damp including but lrNtsd b, danIpe dus b widllern, weather oondoons, or nod a nil th retort. Nspau6Ely. This wino she e blooms n1 and sold if appbebe oily and misty doffs not render a carnet for institution or if mid gowmwdl ahtlty otherwise Portia hetdation. Homeowner apse to cooperate and make available his Ce her premises b d neoeeewy hipeot one of fine nestled morals, hate owner also prow to 000perete end nuke evelebe h s or her pranees b d N er repair vein by selleninstabc anoe rrrtalW We healed they blooms the roaponabMy d the contractor/owner. Probationer the apclicaecii or removal of any Poticlon b the products is the naPorebity of the cahbeotor /ow+w. The reepaebety for cleaning or removel of pry Web from the produce is that of the oontreObt/bvnsr• a "Odd" b tie pr -ducts WI be repaired by the aboonPada at Sri eddlbns Prix My broken dyes, kern saws or eased bon we be repsosd M the suboontrptor at in adJecr l cost b its ocntracio►/ow of 0 (CUSTOMER INITIALS) Cuetamir adeawfsdgee receipt of noticed Consumer rights under the oorettudlon hdushlee '^ BEEPER Q $C 320 FAX # PHONE #'053' 6 343 BEEPER # '65i' 1 f 3 I HAVE READ THIS CONTRACT COMPLETELY , AND AGREE TO ITS TERMS. - Buyer agrees to make payment In full upon delivery or of the ordered materials. ounta. BUYER'S INITIALS X I _ Pleas* make as checks payable to: Allstate Windows Alis ate Windows. Doors & Shutters Joe Davis 7173NW52st Miami Florida 33188 Office # 305.513.3388 Beeper # 305.939.8784 Fax # 305.513.3399 Job Description: TO FURNISH AND INSTALL WITH PERMIT DADE COUNTY APPROVED WINDOWS Date: 1/14/98 Job Number. Contractor Name: Owner Name: RAY BELLO Job Address: 12 AVE & 96 ST City, State, ZIP : MIAMI SHORES Phone Number :305.653.6343 X320 Fax Number :305.651.4134 Cell Number. 305.751.4419 Beeper Number. 305.751.5220 Mailing Address: City, State, ZIP: Price valid tor. 30 days QUANTITY • MATERIAL DESCRIPTION PRICE TOTAL 9 37 X 38 3/8 SH COL CLEAR / WHITE $78.96 $710.64 3 3 HIGH MULLS 1 X 3 W / CLIPS $13.94 $41.82 2 37 X 63 SH COL CLEAR / WHITE $98.36 $196.72 9 37 X 50 5/8 SH COL CLEAR / WHITE $87.67 .5789.03 5 4 HIGH MULLS 1 X 3 W / CLIPS $16.91 $84.55 1 19 1/8 X 26 SH 1/1 OBSCURE TEMPERED / WHITE •• $62.38 $62.38 2 63 MULLS 1 X 3 W / CLIPS $19.91 $39.82 2 65 5/8 X 63 HRW CLEAR TEMPERED / WHITE . • $210.83 $421.66 2 66 1/8 X 63 HRW CLEAR TEMPERED / WHITE $210.83 $421.66 4 37X26 . SH 1/1 OBSCURE TEMPERED / WHITE $71.82 $287.28 1 72 X 80 SGD CLEAR / WHITE NO SCREEN $250.12 $250.12 3 SD. 0 0 Material & Installation Toed: Sales Tax: Material & Tax & Labor: $3,305.68 $214.87 $3,520.55 Alis ate Windows. Doors & Shutters Joe Davis 7173NW52st Miami Florida 33188 Office # 305.513.3388 Beeper # 305.939.8784 Fax # 305.513.3399 Job Description: TO FURNISH AND INSTALL WITH PERMIT DADE COUNTY APPROVED WINDOWS Date: 1/14/98 Job Number. Contractor Name: Owner Name: RAY BELLO Job Address: 12 AVE & 96 ST City, State, ZIP : MIAMI SHORES Phone Number :305.653.6343 X320 Fax Number :305.651.4134 Cell Number. 305.751.4419 Beeper Number. 305.751.5220 Mailing Address: City, State, ZIP: Price valid tor. 30 days