Loading...
835 NE 92 StDate : � )) Job Address S.,) as �1iE "/ l Tax Folio PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Legal Description � Historically Designated: Yes No �Own erILessee / Tenant ,E � /Q r It E l/ G � ' 4 f / Master Permit # q7937 Owner's Address S. S /1 14 /flag/ g/ % oI 43// Phone .3 0 3 7 S/ C y) Contracting Co. kl'}- J Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Mortgagor Address Permit Type (circle one): U�ILDING ECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN J� / WORK DESCRIPTION i~fie E 44,1d tees f 06 k/ s //►J►a bc % /t 14+ ea 1 r ' r) Square Ft. Estimated Cost (value) 4 ( 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/x?p fiance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 7 Signature of owner and/or Condo President My Commission Expires Co .1„p,Atiti FEES: PERMIT l ( v RADON APPROVED: Zoning Building Mechanical Plumbing Date Notary as to Owner and/or Copdo President Date gf"P Address /7 Notary :t. to on ctor or My Commission Expires: C.C.F. 1 1 0 NOTARY 5 n a Electrical dq OFFICIAL NOT ' pate d A M BE!.h * WNMS510N KUidi: ;r- O 2 Q CC7e66V i MY COMMISSION E fL 0 NOV. 1 Structural Engineer MIAM DE PRODUCT CONTROL NOTICE OF ACCEPTANCE New Age Windows & Doors Corp. 6940 N.W. 74 Street Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Outswing Aluminum Entrance Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0127.14 Expires:04 /11/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 04/08/1999 Internet mail address: postmaster ®buildingcodeonline.com MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 Raul Rodriguez Chief Product Control Division rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Offic Homepage: http : / /www :buildingcodeonline.com ) %L New Age Windows & Door Corp. ACCEPTANCE No.: 99- 0127.14 APPROVED APR 0 8 1999 EXPIRES April 11, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 0330.09, which was issued on April 11, 1996. It approves an aluminum outswing French door, as described in Section �2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 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 Outswing Aluminum Entrance Doors and its components shall be constructed in strict compliance with the following documents: Drawing No W99 -01, titled "Aluminum Outswing Entrance Door" Sheets 1 through 4 of 4 dated 01 -14 -99 revised dated 03- 16 -99, prepared, signed and sealed by Dr. Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door, as shown in approved drawings Single door unit shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The aluminum outs -wing doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 15L41 1.LLA Lu Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division Page 2 of 3 AMINATED- ANNEALED GLASS DOOR HEIGHT PANEL DESIGN LOAD - PSF WIDTH EXT. INT. 2/0 71.6 94.9 6/8 2/4 61.4 81.3 2/8 53.7 71.1 3/0 47.8 63.2 2/0 68.21 90.3 7/0 2/4 58.5 77.4 2/8 51.2 67.8 3/0 45.5 60.2 ovc0 o 59.7 79.1 51.2 67.8 8/0 44.8 59.3 39.8 52.7 NEW AGE WINDOWS & DOORS CORP. 8 -5 -96 ALUMINUM SWING -OUT DOOR COMPARATIVE ANALYSIS CHART BASED ON FTL -1013 OF 12 -20 -95 , • TEST SIZE = 72" x 96" - 2 LEAF (NOMINAL DIMS.). TEST LOADS = +65.1 -86.1 PSF DESIGN LOADS = + 39.8 -52.7 PSF WATER INFILTRATION TEST =.6.51 PSF 3 HINGES / LEAF NO NS AW -1 DOOR LOCK BCLo CIGM1 J J I ._ J i --- r: ANC L vID1 2 LEAF L. 0: 6011 PREPARED BY AL- FAROOQ CORPORATION 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH.(305) 264 -8100 NOTES: WHERE WATER INFILTRATION TESTIS REQUIRED LIMIT EXTERIOR LOAD TO +43.4 PSF ANCHORS TO BE CHECKED SEPARATELY DOOR AND PANEL DIMENSIONS ARE NOMINAL J J J / J J i J 1 LEAF -PANEL vI M- •- I�I OC. 6UL Nod /67t ". f} . MAY 121999 New Age Windows & Door Corp. ACCEPTANCE No.: 99- 0127.14 APPROVED APR 0 8 1999 EXPIRES April 11, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. 54e, - LLa .d4 Ishaq I. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE Page 3 of 3 MANUALLY OPERATED FLUSH BOLT 0 TOP & BOTTOM OF EACH PANEL LOCK STILE 25 1/4' D.L OPG. 34 1/2' LEAF WIDTH 71 FRAME WIDTH TYPICAL ELEVATION ( XX ) 19 MAX. 19' MAX. TYP. 5 1/2' MAX. TYP. AT HEAD /SILL SURFACE APPLIED MUNTINS OPTIONAL STEEL DEAD BOLT LOCK (KWIKSET) BRUSHED BRASS LEVER TYPE HANDLE co W a 0 J N MAX. TYP. AT HEAD & SILL • NOTE 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDfTTON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. II 25 1/4' D.L.OPG. 34 1/2' LEAF WIDTH 36' FRAME WIDTH 1 TYPICAL ELEVATION (X ) 5 ' / ?' MAX. TYP AT H_ / v Q Engr: DR. 113.tAYOUN FAROOO STRUZTIALS FLA. PE # 165;7 DESIGN PRESSURE RATING = + 39.8 PSF - 52.7 PSF DOORS TO BE PROTECTED BY DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS APPROVED AS COMPLYING WITH THE SOL'THORIDA BUILDING CODE DATr 015 19 BY I51441 I - CI.aKdc PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO r4 O$ x 71 • 14- z i 0 Iz o O lx g 14 O I U r ` 71 8 < o a. N3 cn 0 0 F- N z ~to 2 r p e n l z Q z Lc, 2 1- v •. `C Vi •0 0 as .co > 1 1 N 0) o. N 0 01 . a 3 0 O m a v 1 drawing no. W99 -01 �„eet 1 of 4 LEAF HEIGHT / \ D.L. OPG. 12' MAX. II II II \ \ II \ 11 VI ===a.,=== II \\ 11 \ 11 \ i i \\ / X1 �� 11 1 II ‘'\ II _ __��\ - r \ h \ �\ \\ ' �� y // ,\ / MANUALLY OPERATED FLUSH BOLT 0 TOP & BOTTOM OF EACH PANEL LOCK STILE 25 1/4' D.L OPG. 34 1/2' LEAF WIDTH 71 FRAME WIDTH TYPICAL ELEVATION ( XX ) 19 MAX. 19' MAX. TYP. 5 1/2' MAX. TYP. AT HEAD /SILL SURFACE APPLIED MUNTINS OPTIONAL STEEL DEAD BOLT LOCK (KWIKSET) BRUSHED BRASS LEVER TYPE HANDLE co W a 0 J N MAX. TYP. AT HEAD & SILL • NOTE 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDfTTON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. II 25 1/4' D.L.OPG. 34 1/2' LEAF WIDTH 36' FRAME WIDTH 1 TYPICAL ELEVATION (X ) 5 ' / ?' MAX. TYP AT H_ / v Q Engr: DR. 113.tAYOUN FAROOO STRUZTIALS FLA. PE # 165;7 DESIGN PRESSURE RATING = + 39.8 PSF - 52.7 PSF DOORS TO BE PROTECTED BY DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS APPROVED AS COMPLYING WITH THE SOL'THORIDA BUILDING CODE DATr 015 19 BY I51441 I - CI.aKdc PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO r4 O$ x 71 • 14- z i 0 Iz o O lx g 14 O I U r ` 71 8 < o a. N3 cn 0 0 F- N z ~to 2 r p e n l z Q z Lc, 2 1- v •. `C Vi •0 0 as .co > 1 1 N 0) o. N 0 01 . a 3 0 O m a v 1 drawing no. W99 -01 �„eet 1 of 4 LEAF HEIGHT - ' - ' - .: :.BERT 16063• -: INDALEX 8 1 FP -389A - I BULI.VINYL - 5 FP -567 - ._.JVINYL - - 10 6622 3/ ` - '47:. HINGE 6063 -T6 INDALEX 11 I - - - - 12 t - - - - - 13 I - 8/ DOOR FRAME ASSY. SCREWS N 10 X 1' SMS - 14 I - 4/ PANEL PLASTIC SUPPORT - - 15 I - 4/ PANEL 3/8' LOCKNUT PLATED STEEL - 16 1 - 2/ PANEL 3/8' THREADED ROD STEEL - 17 1 - I 1/ PANEL GLASS - 9/16' LAMINATED ANNEALED L&J TY= 4L Avru ^C. SEE ELEVS. FOR : lo • • °. • i . 1BY OR 2BY WOOD BUCKS WHITE COLORED ADHESIVE BEDDING t TYPICAL ANCHORS SEE ELEVS. FOR SPACING W000 BUCKS NOT BY NEW ACE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. alhIS SINGLE UTE 9/16" LAMINATED USING 2 LITES OF 3/16" ANNEALED GLASS #10 X 3/4' SMS 2 PER HORIZ. RAIL lTEY / + PART 1 323' 1 2 I 235 -A r 3 1 3_2, 1 .955 5 1 GAH -43578 6 f GAS -42602 I READ. DESCRIPTION 2 i "Kr .1AHBS 1 Ir::APE SILL 2/ PANEL ID 1/ PANEL _1 AS " TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16' DIA. TAPCONS 1-1/4" MIN. EMBED INTO CONC. OR BLOCK SEALANTS: USE 'PECORA' CLEAR COLORED LEVER HANDLE, COVER PLATES, FRAME CORNERS AND GLAZING ONE 1/2" X 1/2' X 4' LONG, IN FRAME SILL AT MIDSPAN HINGES: 6 -3/8" LONG BUTT HINGES 1 1-1/4' FROM ENDS AND ONE AT MIDSPAN OF JAMB LOCKS: CONCEALED THROW BOLT 'KWIKSET' MANUALLY OPERATED WITH CONCEALED LEVERS AT 7 - 1/2' FROM TOP & BOTTOM OF 1N -ACTIVE LEAF LOCK STILE STEEL DEAD BOLT LOCK 'KWIKSET' KEY OPERATED ON EXTERIOR & THUMB TURN ON INTERIOR AT 45-1/2' FROM BOTTOM AT ACTIVE LEAF BRUSHED BRASS LEVER TYPE HANDLE 'KWIKSET' AT 40" FROM BOTTOM ON INTERIOR AND EXTERIOR OF EACH LEAF Engr. DR. HUMAXOUN FAROOQ STR1)C LIRES PE f 16557 MATERIAL 16063 -T5 16063 -75 413_63-7b 6063 -T5 1606n-':5 1 : ►.ZALEX I uDALEY - t V-EX DALCX :i LALEX SEALANT AT PERIMETER OF LOCK AND INSTALLATION SCREWS, PANEL SEAMS, BEAD ADAPTERS ON THE EXTERIOR. OPEN CELL FOAM PAD MAN4I. /SUPPLIER /REMARKS APP?CVED AS COMPLYING W114 THE SOUTH FLORIDA BUILDING CODE DATL n 1944. BY 1s4� 1. C PRODUCT CONTROL D:VIS,ON BUILDING" CODE COMPUAHCE OFFICE ACCEPTANCE NO, C6 0 f1 •1 L 0 1 O o , a z U 1 drawing no. W99 -01 TYPICAL CC) ! JR 2BY_ F'WUJD BUCKS II 5 THREADS MIN. TO EXTEND BEYOND NUT :N- ACTIVE LEAF MANUALLY OPERATED FLUSH BOLT O TOP & BOTTOM (MARBOLLO INTL) 25 1/4 D.L OPG. 34 1/2" LEAF WIDTH WHI i E COLORED ADHESNE BEDDING 0 # 6 X 1/2 S.M.S. [6/ PANEL TYP. 71 FRAME WIDTH EXTERIOR II #10 X 3/4 SMS 5 PER STILE 1 ACTIVE LEAF 25 1/4 D.L OPG. 34 1/2' LEAF WIDTH ACTIVE LEAF WOOD BUCKS NOT BY NEW AGE w' " - MUST SUSTAIN IMPOSE.;) FRAME WIDTH 3/16' TAPCD+•''' SPACED AS PER E O 1/4- F. • O 1/4 SHIM MAX. 3/16' TAPCDNS _ SPACED AS PER ELEVS. wl APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF B 1 � 1 BY Istcal I - GLe.da PRODUCT CONTROL DIV!S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ► ` — 0 L -1, I Z1 1 In 3 v a >, r, Q � el X co 1 I re) to 2 z Z J a. 0 c.) 0 0 m m 8 n 0 N 0 I m m 6 M J (r Qrowing no. W99 -01 4 • 1.000 L 1.500 I I .625 4.625 DOOR LEAF HEAD /SILL/STILE 500 406 .655 GLAZING INSERT FRAME HEAD fl L_2.0 2.031 L.062 4.000 FRAME SILL — .094 TYP. FRAME SILL 4.218 1.500 125 1- 700 ASTRAGAL r 078 TYP. 365 3.500 ANCHOR PLATE LEAF TOP /BOTTOM CORNER FRAME TOP CORNER FRAME BOTTOM CORNER DR. I M&YOUN FAR000 STM Mina FL/: PE / 10557 71999 AFFRDVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAI q S_! ?R.. L o 6 I9� 1 By 1st..,1 I. c1.41..k. PRODUCT CONTROL DIV!S +ON BUILDING COOE COMPUANCE OFFICE ACCEPTANCE NO cict 'OL \ • 14 O 1 e z , o N i Q i O U OG 0 O Et a. r4 A i t ✓ W 7 g g � ,'n . 1m �a <. O° E g 0 1 3 ' 3 0 • 1 0 n 1 growing no. W99 -01 LO! D CAPACITY - PEP' RUNG WINDOWS (1 OVER 1) 3/18" -ANN. GLASS 311 IMS AEIGHT 19 -1/;; 37' 26" 53 -1/8 (3) 19 -1/8' 26-1/2" 37' 53 -1/8 19 -1/8" 26-1/2" 37" 53 -1/8 19 -1/8' 26 -1/2' 37' 53 -1/8 19-1/8" 26 -1/2' 37" 53 -1/8 19 -1/8" 26-1/2' 37' 38 -3/8' (4 50 -5/8" (5) 56' (5) 63' (6) 74 -1/4" (7) E':T. 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.7 60.0 60.0 60.0 54.6 60.0 60.0 60.0 50.1 INT. 121.0 121.0 89.8 62.6 121.0 113.3 81.1. 56.5 121.0 107.3 76.9 53.5 121.0 97.0 69.5 48.4 121.0 103.5 74.1 51.6 121.0 102.5 73.4 50.1 * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. BASED ON FR.-1804 DATED 12 -22 -97 DESIGN LOADS = +50.0. -50.0 PSF WATER INFILTRATION TEST = 9.0 PSF TESTED GLASS = 3 /16'- ANNE6t FQ i o N 0 w 2 z 3 t .1 2 1/2" - 6 - 1 1 /4 - 9 3/4' 7 1 + /2' tet n 0 x 2 z - 53/8' 9 1 � 2 . 6 1 / 4 . 9 3 4' - 7 1/2' b 11' ----- 8 _ T H 12' 12' o _ 4J Z 9 1/2' 3 �- 9 1 2' GO ▪ M in in N z 6 1/4' i 1 6 1/4' --- 971/4' 9 /4' 7 1/2' 7 1/2' ANCHOR SPACING AT JAMBS FOR VARIOUS e 0 ru- m 0 z �3 _ d r 71/4 10 3/4. 12" HEIGHTS 9 1(2' 6 1/4" 4 t_ 7 1/2" 1 x 0 W O 0 1 7 1/4' 11 1/4' 10 3/4' - 12' - 9 1 } } ( 2' 6 1/4' 9 3/4' 7 1/2 x 0 • L J o z c w n co Z W DUCT CONTROL D : 1 i t GAS E COMPUANC FFI Engr. DR. HUMAYOUN FAROOQ STRUCTURES FIJI PE / 16557 22 1 98 co r- e) a 0 CENTER ANCHOR D HEAD & SILL REOD. ON 3W WINDOWS ONLY ALL SMALLER WIDTHS USE 2 ANCHORS PER HEAD /SILL NOTES; J O i 0 - •'s . .JOW W' -- l' ';% 3 /16'-ANN. GLASS 49 1/8" D.L OPG. 50 1/2" VENT WIDTH TYPICAL ELEVATION 1 OVER 1 TESTED UNIT IS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING PRODUCT RENEW AtiOOE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. ACCEPTANCE No. cri - 121901-0. - 2. WOOD BUCKS BY OTHERS. DUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. EXPIRATION DATE =OOL CHOWS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL By ... _ -_1L DRESSING OR STUCCO. IMPACT RESISTANT SHUTTERS REQUIRED .ENMerer 1 6 1/4 "MAX. TYP. APPROVED AS COMPLYING WITH THE SOUT LF •°'DA BUILDING CODE DAT • • �� BY 'a/ 9 . PRODUC .01 D!VIS,ON BUILDING CODE CCMPUANCE OFFICE ACCEPTANCE NO. t_ 0 ' 0 c 0 N 0 i 0 4 n 0 0 CO m 0 0 4 m drawing n0. W95 -45 ITEM # PART ., - PE^ r DFFSCTIPTIOX 1LLTIRI.e. ]1JA,t./8I i a II - 1 F - .Ap4E HE'D r;,)6' -T6 INZA a( OR COu' /. - i FRAME S:LI 1 6v63 -T5 IN'A_EX t EQVr.I. _ - ? .FRAME . 'ft..- 1 60 I - _. -ADA OP F^' V. 3 - 1 M!LTIP& RAIL BENADA EOUN. 4 - 1 VENT TOP RAIL 16063-'5 A163 -T1 -"- DADA OR EOL . 5 - 1 VENT BOTTOM RAIL 6063 -T6 INDALEX - "T EOUIV. 6 7 - 2. . • NT SWEEP LAT:m ATE AND OF IC .IL ZAMR: - 8 - 2/ VENT VENT SIDE RAIL . 6063 -T - `•''.DA ' . EQUN. - 2/ CORNER FRAME ASSEMBLY SCREWS I - • 10 X 3/4` : °!i PHILIPS CRS 9 - 2/ CORNER VENT ASSEMBLY S:.14EVS - • 8 X 3/4' PJi PHILIPS CRS 10 11 - 2/ VENT LATCH AT EACH END OF BOTTOM RAIL 6063 -T6 INDALEX OR EQUIV. 12 - AS REQA FIN SEAL PILE (187 X .250) - ULTRAFAB 13 FP- 389 -AW AS REQA BULB WEATHER STRIP (185 X 250) VINYL PROTOTYPE PLASTICS 14 860 AS REGD. BACK BEDDING SILICONE PECORA CORP. 15 - AS REQA GLAZING BEAD ALUMINUM ROLL FORDED 16 3530 2 BLOCK I TACKLE BALANCE 2 5/8' BOX, VINDOV COMPONENTS 17 - 2 TAKE OUT CLOP AT t3' FROM TOP RAIL STEEL AT EACH JAMB f ■ W 8 Z x TYPICAL. ANCHORS SEE ELEVATION FOR SPACING 1/4' DRAIN NOTCH AT EACH ENO OF INTERM. SILL FLANGE 0 1 BY OR 2 BY W000 8UCK - 0 a 0 J :.a 5/8' DRAIN NOTCH AT EACH END OF SCREEN RETAINING LED 1, 4 4 WOOD BUCKS NOT BY NEW AGE WINDOWS, MUST SUSTAIN LOADS IMPOSED EY GLAZING SYS:t„A AND TRANSFER THEM TO THE BUILDING STRUCTURE. t7 TYPICAL ANCHORS; SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 3/16" TAPCONS WITH 1 -3/8" MIN. EMBED INTO WOOD. 1 BY OR 2 BY W000 BUCK THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 3/16" TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASONRY GLAZING METHOD; EXTERIOR GLAZED WITH ALUM. COLORED ADHESIVE BEDDING COMPOUND 'PECORA # 860' AND ROLL FORMED ALUM. GLAZING BEAD MIN. GLASS BITE = 1/4" TYPICAL SEALANTS: ALL FRAME AND VENT' CORNERS, AND INSTALLATION SCREWS AT SILL, SEALED WITH ALUM. COLORED SEALANT 'PECORA NO. 860' LATCH OPTIONS: SPRING LOADED LATCH AT EACH END OF BOTTOM RAIL OR SWEEP LATCH AT EACH END OF TOP RAIL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY OR 2 BY WOOD BUCK _ • r L It Engr: OR HUMAYOUN FAROOQ FU X RES P PRODUCT RENEWED ACCEPTANCE Na' - 060 E?0 TION DATE By P BUIL 2 2 1 8 D CONTROL DIVIS CODE COMPUAN VENT MOTH ELL- OPG. (VENT) D-L. OPG. (FIXED UTE) EXTERIOR WINDOW WIDTH TYPICAL ANCHORS_ SEE CHART FOR SPACING 1/4' SHIM MAX- f • I • 4'. APPRbYED AS tOMPANG WITH THE SOUTH ; R : o :LO: RG ODE : Ayr • •- Ii /. PRODU' RIROL D!V!S :0$ BUILDING'• CODE rCEMPUA..1:E MICE A&E1nA13Cr$0 9! -Q 0•D 0 0 z z J J V) CG 0 0 0 N O N Z 40 r cz N r M o1 w s - a g W O a U Ol O 0 p0 1 4 a O P CD drawing no. w95 - -45 b sheet2 3 r - -2.100— .062 TYP. .874 L T .874 .062 TYP.--I 1.078 1.327 FRAME HEAD .812 r MEETING RAIL n6251 1.187 T E.062 TYP. 812 VENT TOP RAIL VENT BOTTOM RAIL VENT LATCH .062 TYP. I4--2.116 FRAME SILL .437 .875 1.312 .583 2.733 .062 TYP. .062 TYP. r'i # _T SASH SIDE RAIL 2.043 L.4_1 FRAME JAMB VENT TOP CORNER VENT BOTTOM CORNER PRODUCT RENEWED ACCEPTANCE No. l .c bC • Q 'L TION DATE Engr. DR. M.'1.1AYOUH FAROOQ M STRUCTURES FRAME TOP CORNER FRAME BOTTOM CORNER APPROVED . IS CCOMPLYING W TH THE SO +R + LONG CODE DA / - II BY 1./t k777a PRODU - • :01. DIVISION 8UILDING:,CODE COMPLIANCE OFFICE ACCEPTANCE NO. S4, - C31Q• OS t co re O O 0 z • -0 z 3 z g = z o 0 W r rl N 0 /II itl Q z 4o shoe 1 co' ' m N 0 J o. 2 U droWin9 no. we 5 -45 3of 3 ) 3 m �:: r.:.�. yV +;sit') ♦y ' oL':q! +.- .�"...,T .• - • 7 . FADE MIA MIAMI -DADE COUNTY, FLORIDA 7 yam METRO -DADE FLAGLER BUILDING PRODUCT; CONTROL NOTICE OF ACCEPTANCE Lawson Industries, Inc. 7030 N.W. 37 Court Miami FL- 33147 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX .(305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372.6339 Series 8500 Aluminum Horizontal Sliding TW' under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing:, If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance Ne.:93- 1204.01 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE. Expircs:OS/31/2001 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approvcd: 02/25/1999 ���..... . • • i'1 r rancisco . Quintana, R.A. Director l of 3 Miami -Dade County Building Code Compliance Officc BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33136.1563 (305) 375.2901 FAX (305) 37S -2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2558 • Lawson Industries, Inc. ACCEPTANCE No.: 98- 1204.01 'APPROVED FEB 2 5 1999 EXPIRES . August 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE ' • 1.1 This renews the Notice of Acceptance No. 94- 0901.11. which was issued on October 3, 1994. It approves an aluminum horizontal sliding window, as described in Section 2 of this Notice o! Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition fo, 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 8500 Aluminum Horizontal Sliding Window (Standard) and its components shall be constructed in strict compliance with the following documents: Drawing No. LTU- 8500 -2, titled "Lawson Industries, Inc. Series -8500 Horizontal Rolling Window" Sheets 1 through 3 of 3 dated 08/01/98, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in the approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will rcouirc a hurric :n: protection system. 5. LABELING 5.1 Each unit shall be 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 ordcr to properly evaluate the installation of this system. 2 of 3 Manuc P- rcz, P.E. Product Co Product of Division ' • ACCEPTANCE No.: 98.1204.01 APPR OVED FEB 2 5 1999 EXPIRES 'August 31. 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance tance (approval) shall be considered after a renewal nppneeri on n dos b ent and t original submitted documentation, including test supporting data, z 'S i no older than eight (8) years. 2. Any and all pp P a roved roducts shall be permanently labeled with the manufacturer's name pe, city i �lly and the following statement: "Miami-Dade County Product Control Approved", 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 chang es; b) The product is no longer the same product (identical) as n nts of this acceptance approved; , including c) lithe Acceptance holder has not complied with require the correct i,, -ail =ti ^_n of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. process shall 4. Any revision or change in the materials, use, and/or manufacture of the product or p c has been requested rf,cc. automatically be cause for termination of this Acceptance, unless prior written approval ` ., this o. throuch the filing of a revision application with appropriate fee) and Granted by .e�t,e_ steel ( _ shall also be roi. nds for rernnova1 of this Acceptance: 5. Any of the follo•,vin c _ • a) Unsatisfactory performance of this product or process product, for sales, advertising or any other b) Misuse of this Acceptance as an endorsement of any p purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida 1, a efof ogee by the expiration date may be displayed in advertising literature. If any portion Acceptance is displayed, then it shall be done in its entirety. shall • as a roved drawings and other documents, where it applies. 7. A copy of this Acceptance ,.s well s pp cction at ided to the user by the manufacturer or its distributors and shall be available for insp be provided the job site at all time. The engineer need not reseal the copies. termination and removal 01 8. Failure to comply with any section of this Acceptance shall be cause for Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last •aLc 3. Manuel ' erez, P.F. Product C Product ontrol Division_ END OF THIS ACCEPTANCE 3 of 3 Lawson Industries Inc. 1 Examor . ' .-:•.-,... IN6`TALkTION NOTE: SC__ REVS & Meson 0? ATTACHMENT • •• 8 SED ON 'JTL -15982 t REF. TO FTL -2121 uiNIIIUy REQUIRED FASTENER AS TESTED ( SEE DEYATION FOR LOCATION & SPK3NG ) SRI: 18 X 1 1/2' Fti -SUS of o mc=, of 6' from et. c•+d ono 13 1/4' o... HEAD: fS x 1 1/2' Fti -915 of o mos. of 6' from .o. F+d & 11 3/4' 0.c .to T) es: /8 X 1 1/2' -sus at o mast of r from eo. end & 16' O.C. 4 _ . BILL OF MATERIALS ITEM i PART # REQD. DESCRIPTION REMARKS 1 AF -10520 1 FLANGE FRAME HEAD 6063-T5 ALUM. 2 AF -10597 1 FLANGE FRAME SILL 6063 -T6 ALUM. 3 AF =10596 2 FLANGE FRAME JAMB 6063 -T6 ALUM. 4 AF -10521 1 FRAME FIXED RAIL - STD. 6063 -T6 ALUM. 5 AF -10522 1 VENT MEETING RAIL - STD 6063 -T6 ALUM. 6 AF -10524 1 VENT TOP /BOTTOM RAIL 6063 -15 ALUM. 7 AF -10523 1 VENT JAMB RAIL 6063 -T6 ALUM. 8 L -768 AS REQD. GLAZING BEAD ( 3/16' ) ROLL FORMED ALUMINUM 9 FS -006 AS. REO'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 10 FS -015 AS REQD. INSTALLATION SCREWS #10 X 1 1/4' PHILLIPS 11 L -770 AS REQD. 1 VENT -JAMB RAIL VTS'P. 1/4' DIA. BULB - VINYL 12 PVS -003 AS REQD. FIN SEAL VEATHERSTRIP 187'x.210' (7820- 6001 -9) 13 PVS -005 AS REQD. FIN SEAL WEATHERSTRIP .187'x.350' (7834-6001-7) 14 PVS -004 AS REO'D. FIN SEAL VEATHERSTRIP .187'x.310' (7930 - 6001 -9) 15 L -7512 NONE EXTERIOR FALSE MUNTIN 16 L -7513 NONE INTERIOR FALSE MUNTIN 17 L -722 AS REQD. SASH FACE GUIDE (2 X VENT HOR. RAIL) 18 L -763 2 SASH ROLLER HOUSING 19 L -764 2 SASH ROLLER / WHEEL 20 AF -10595 1 SILL TRACK INSERT 6063 -T5 ALUM. 21 AF -10240 2 / VENT VENT LATCH 6063 -T6 ALUM. 22 L -7523 2 VENT LATCH SPRING 23 G1sCht -1 - GLASS CHART I/I 24 ScrCht -1 - SCREEN CHART 25 L -7547 1 PRODUCT LABEL • • ,• �� ;�,:,;:. INSTALLATION SCRCV ` . k SEE NOTES FOR SPACIN, 60' vlt:vv ).EI+shT .3. 6'- -t 1/4' O.C. MAX. NOTES: 1. P. T. WOOD BUCKS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR DESCRIBED IN THIS LAYOUT A?£ AS PER TEST UNIT. OTHER CONoiT10NS TO BE ENCINa_RED SEPARATELY. A!.L EXPOSED INSTALLATION FASTENERS 'JUST BE PROPERLY SEALED AT THE SCREW HEAD WITH A SEAM -SEALANT. Comm araal late rancea i p p 7 unl... noLrd oUUar visa. 1t,wie+s Ko las Anna n/ 11c of rensselr• 32' - N. ER.&Z0 35 1/2' i :�'`:K-' llt 3/.3: C {.may 1 0.c. uA.X.1 � w 6' Des. Drao.ft: oe -1 -9e I De., A ,w++L• i S r .L 1 1/2 = I 1 1 --� 13 1/4' O.C. MAX. VINDOV 118 VIDTH ELEVATION SERIES -8500 HORIZONTAL ROLLER WINDOW TEST UNIT PERFORMANCE SUMMARY BASED ON kITL -15982 & REF. TO FTL -2121 TEST SIZE = 9' - 10' X 5' - 0' - FLANGE ( XOX ) TEST LOADS = +61.0. -61.0 PSF DESIGN LOADS a: +4.0.66, -40.56 PSF • WATER INFILTRATION TEST = 6.8 PSF (2 1/16" hi sill) WATER INFILTRATION TEST = 9.1 PSF (2 5/5 hi sill) TESTED C = 3 /16'- ANNEALED NOTE: The instEllation of this unit will require a hurr icane AWS INDUSTP!ES.INC rotectiV•e !v tem. 6 16' 0.c. 1 16' o.c. 16' o.c: 6' A?rE0'ar, AS C PLY :N:G MTH THE SCni F1C3iDA EU!t.O NG CODE C,+,T t % .Y.O •055 °. FBuy:. 7 ^• .TRa M!YSS CI EUIID :No CODE COMPLIANCE OFFICE ►CCE ??.NCE 46' 1\ -• MANUFACTURERS OF WINDOWS & DOORS 7030N.W. 37th CT. MIAMI, FLORIDA 33147 (305) 696 -8660 Pros Clam Puri Claw Irr.r C.l.renor J ''L• . fit"` 1 of `,• LAYOUT I H.S. MOO TEST SERIES -8500 HORIZONTAL ROLUNG WINDOW - TEST UNIT 118'w. X 60 _ XOX - FLANGE FRAME w/ 3/16" ANNEALED GLASS. BILL OF MATERIALS. ELEVATION. INSTALL,TION NOTES & TEST UNIT PERFORMANCE � Lafto ''°' o i \ TEST UNIT stem . a LTU - 8500-2 3/16• CONC. FASTENER (•TAPCON') 1/4' MIN. E►'• ?ED. INTO CDJC. e 2 3/4• FROM CORNERS ( SEE NOTES FOR SPACING ) PERtATER CAULKING (ST OTHERS 0 • • 4 • • Il I li 11 �n r i t f I h I G Iti • • • 4 • • 1/4' MAX. SHIM 3 /16' -AN.N. GLASS 20 2 1 16 0 9 :/A" 17717. 3/16' X 2-1/4' TAPCDNS e 6' FROM CORNERS 1. 13 1/ D.C. MAx- O r - 3/16. -ANN. Gu IS vINDDv VDT OPENING NOTES: 1. P. T. w00D BUCKS, uUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO Tiit STRuCiCARE. 2. ANCHOR DESCRIBED IN THIS LAYOUT ARE AS PER TEST UNIT, OTHER CONDITIONS TO BE ENGINEERED SEPARATELY. 3. ALL EXPOSED INSTALLATION FASTENERS uuST BE PROPERLY SEALED AT THE SCREW HEAD WITH A SEA- SEALANT, Arv:7:a. N'tar Anrianng SERIES -800 HORIZONTAL ROLLER. WINDOW TEST UNIT' PERFORMANCE SJMMARY BASED ON k!TL -15982 & REF. 10 1 7L - 2121 TEST SIZE = 9 - 10' X 5' - C - FLANGE ( XOX ) TEST LOADS = +61.0, -61.0 PSF DESIGN LOADS = +40.66. -40.66 PSF WATER 1NFILTRATI0N TEST = 6.8 PSF (2 1/16' hi si11) WATER INFILTRATION TEST = 9.1 PSF (2 5/8' hi sill) TESTED CLASS = 3/ 15 -ANNE A! F't NOTE: The installation of this unit in reouire a hurricane protective INSTALLATION NOTE; SCREWS & METHOD OF ATTACHMENT: BASED ON .TL -15582 & REF. TO FTL -2121 MINIMUM R£DUIRED FASTENER AS TESTED ( SEE ELEv.T1ON FOR LOCATION & SPACING ) SILL• 18 X 1 1/2' FH -SvS et o me:, of 6' from to. end end 13 1/4' o -c. HEAD: j8 : 1 1/2' Fr -SvS ct c *+c:. of 6' 'ren ec. er+d & 11 3/4' :.c. JAMBS: 18 X 1 1/2 F1; -SIV5 of a mcx. of 6' from to. end le 15 o.C. N. ERAZO Data Drar.e 05 - 5 - 98 Dein A•••4 Souls- if 3E -ill -au nmanmtuwamwuu.• — 117F: Drier Mar LAYOUT 1 /�• Sr(IM'�' • systern, P�IY (BT OTHERS ) W fl N • INDUSTRIES,INC Pmt Maas A55Lu$LY\T 31 UNr•\ E50D -98 !:';.nom •..•,.�� -- ....�� Prix[ Cary H.S. INSTALLATION DETAIL. d • 4 5500 'X2'TAPCON 1 1/4 /16. )41N E4 /4 BED. INTO C WC SEE INSTALLATION NOTE FOR FASTENER SPACING t,FiRC.VEED CC'i4N.YiNG 41'7N TF: SOUTH FLORIDA '::I:L.^i :NS CO :1 DAT - 4- r�Rs.a - EY F::uLL. r'.•; ^�i 014 :S•OK Ei;1LIf:G :G =E CC-SIM :A NCE OFFICE MANUFACTURERS N'D0�'S & DOO 7030N.W. 37th CT . MIAUI, FLORIDA 33147 WI (305) 6 - 8650 TEST SERIES -8500 ROLLING — FLANGE FRAME WINDOW — TEST UNIT ASSEMBLY LAYOUT & DETAILS. INSTALLATION NOTES, ELEVATION. • v Ld t1 L.>+ V.7 f Llll ✓ ^ .•.r'.•...- Dr' � � LTU- 8500 -2 s ''� •t 2 of 3 - : .. ,. . 0 1 1 WINDOWS KITH 3 /1a✓ -ANNEALED GLASS WINDOW DIMS. DESIGN LOAD; - PSF VIDTH HEIGHT EXT. INT. 24 ' C - 60.66 121.3 36' 60.66 121.3 121.3 48 ' 60.66 60' 60.66 121.3 72' 60.66 121.3 24' 36' -, 60.66 90.7 36' 60.66 90.7 48' 60.66 90.7 60' 60.66 . 90.7 7 2' 60.66 90.7 2 48' 60.66 68.0 36' 60.66 68.0 48' 60.66 68.0 60' 60.66 66.0 72' 60.5 60.5 2 60' 60.66 54.4 36' 60.66 54.4 48' 60.66 54.4 60' 66.0 54.0 48.4 72' 60.5 48.2 43.2 . -; 11• . . WINDOWS WITH 3/18 " - ANNEALED GLASS WINDOW DIMS. DESIGN LOAD - PSF VIDTH HEIG'iT EXT. 1NT. 24' • ' 45.33 121.3 36' 60 cc 45.33 121.3 45.33 24' 45.33 121.3 1 'IS' 96' 60' 60.66 45.33 121.3 72' J 45.33 1 121.3 24' 61.3 45.33 90.7 36' 45.33 45.33 90.7 48' 36' 45.33 90.7 60' 73.0 45.33 90.7 72' 45.33 45.33 90.7 24' 45.33 45.33 68.0 36' 45.33 45.33 68.0 48' or . 45.33 68.0 60' 45.33 66.0 72' 45.33 60.5 24' 84' 45.33 54.4 36' 4 8.1 45.33 1 54.4 48' 60' 45.33 54.4 60' 45.33,' A B.4 72' x 45.33 43.2 WINDOWS SERIES: HS -8500 (XOX SIZES ONLY) WITH 3/W CLASS I DESIGN LOAD - P5? WINDOW DIMS. DESIGN LOAD - PSF EXT. v1DTH HEIGHT EXT. 60.66 • INT. 96' 60 cc 84' 24' 45.33 102.9 121.3 36' ' 96' 45.33 60.66 116.8 108' 60.66 J 45.33 48' 102.9 61.3 96' 84' 36' 45.33 60.66 84.3 84' 60' 96' 45.33 96' 73.0 41.7 108' 108' 45.33 55.0 64.3 63' 45.33 84' 48' 45.33 45.33 61.3 47.4 96' 45.33 53.1 108' 45.33 46.8 84' 60' 45.33 4 8.1 96' 41.7 41.7 108' 45.33 x 43.0 it SERIES: HS -8500 (XOX SIZES' ONLY) WINDOWS. n1TH 3/16' ANNEALED. GLASS WINDOW DIMS. I DESIGN LOAD - P5? VIDTH HEIGHT EXT. 1NT. 84' 24' 60.66 121.3 96' 60 cc \ \ 108' 60.66 102.9 84' 36' 60.66 84.3 96' 60.66 73.0 108' 60.66 64.3 84' 48' 60.66 61.3 96' 60.66 53.1 108' 60.66 - 46.8 84' 60' 48.1 . 48.1 96' 41.7 41.7 108' 48.0 x 43.0 x SERIES: HS -8500 (X0 or OX SIZES ONLY) WINDOWS WITH 3 /18 "- ANNEALED GLASS WINDOW DIMS. DESIGN LOAD - PSF VIDTH HEIGHT EXT. 37' 1NT. 37' 26' 45.33 60.66 121.3 53 1/8' 45.33 60.66 121.3 7 45.33 38 3/8' 121.3 37' 38 3/6' 45.33 60.66 85.1 53 1/8' 45.33 60.66 55.1 74 ' 4 5.33 60.66 65.1 37' 50 5/8' 45.33 64.5 53 1/8' 45.33 64.5 74 ' 4 5.33 60.66 55.0 37' 63' 45.33 51.8 53 1/8' 45.33 1 47.4 SERIES: HS -8500 (XO or OX SIZES ONLY WINDOWS WITH 3/16"-ANNEALED GLASS WINDO' DIMS. I DESIGN LOAD - PSF VIDTH HEIGHT EXT. INT. 37' 26' 60.66 1 121.3 53 1/8' 60.66 121.3 74' 60.66 121.3 37' 38 3/8' 60.66 85.1 53 1/6' 60.66 85.1 74' 60.66 85.1 37' 50 5/8' 60.66 64.5 53 1/8' 60.66 64.5 74' 60.66 55.0 37' 63 , 60.66 51.8 53 1/8' 52.8 4 7.4 • • -r ■■■■• TEST UNIT PERFORMANCE SUMMARY BASED ON LITL -15982 & REF. TO FTL -2121 TEST SIZE -9'- 10'X5' - 0' - FLANGE ( xox ) TEST LOADS = 461.0 -61.0 PSF DESIGN LOADS = +40.66, -40.66 PSF WATER INFILTRATION TFST - 6.8 PSF (2 1/16' hI silt) TESTED CLASS a (=) 1/4' ANN. GLASS AT FIXED LITE ONLY 1. • . • .. • •• .7..- • .. '^. L_•r..• 2 5/8" Pt lr.& arras= =CC TEST UNIT PERFORMANCE SUMMARY BASED ON UTL -15982 at REF. TO FTL -2121 TEST SIZE =9 - 1 0'X5' -0 FIANCE( XCX ) TEST LOADS = + -61.0 PSF DESIGN LOADS = + -40.33 PSF WATER INFILTRATION TEST - 9.1 PSF (2 5/8' hi sal) TESTED CLASS " 31 6'- ANNEALED A rririarw We a "nova Pic H. cn.&z.0 Pecs o.ma... 11 - a -oa Deis Ar.1..L n_ nos LAYOUT •. .t. _P`- ',.; > o ;.- ..•- .:..n.. •. •..rjiVj•�i! ytt!.':c•+.L:i t...•�.:r- .cam M•l+�yof,.'{M�+[�,,'r.`+S '.?' -' S ".. •t' . a..t...- ',�'C- .."rt- s;vi;x,•„ }�wj.�: i�4. M1�+�. =. e l'` tea+.! i t. 4*) 1/4' ANN. GLASS AT FIXED LITE ONLY A{/wv.w "mar. L 8500 -2 (3) RPPROYD AS COMPLYING Wn THE SOUTH FLiORICA BUILDING CODE BY FRODUC' GO''T .Ol DWI uN BUILDING CODE COMPLIANCE OFFICE RCCETANCE O N 703uAN0 OF WINDOWS k DOORS \i\T . A LAIAI.It FLORIDA 33 147 INDUSTRIES,INC (305) 696 - 8660 SERIES -8500 HORIZONTAL ROWNC WINDOW - TEST UNIT 118 X 6O'h. XOX - FLANGE FRAME w/,3/15' ANNEALED GLASS & STD. RAILS COMPARATIVE ANALYSIS CHARTS & TEST UNIT PERFORMANCE _ TEST sue` 3 of 3 PRODUCT CONTROL NOTICE OF ACCEPTANCE Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami FL 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Aluminum Tube Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0331.02 Expires:03 /28/2002 Approved:06 /10/1999 Internet mail address: postmaster ©buildingcodeonline.com 1, Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Gopi Glass Sales & Services Corn: APPROVED: EXPIRES March 28, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1212.13, which was issued on March 28, 1996. It approves a structural mullion system, 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 Gopi Glass Sales & Services Corp. Aluminum Tube Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -16, titled "Mullion Detailas ", prepared by Al- Farooq Corporation, dated December 5, 1995, Sheet 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 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 structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 Mullions are to be used only to support windows and/or doors with a current Notice of Acceptance. 3.3 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must each meet or exceed the pressure requirement for the opening in which it is to be installed. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion cannot be installed as part of an impact resistant unit. 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 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 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. ACCEPTANCE No. 99- 0331.02` • 2 of 3 JUN 1 0 1999 Manuel erez, P.E., Product Co 01 sxam1ner Produc C•ntrol Division Gopi Glass Sales & Services Corp. ACCEPTANCE No. : 99 0331.02 APPROVED JUN 1 0 1999 EXPIRES March 28, 2002 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 manufacturers name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure 'to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 and 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 Manu Perez, P.E., Product Con of xaminer Produtt-e Division 4.000 5.000 6.000 1 INSTRUCTIONS: USE CHARTS MO GRAPHS AS FOLLOWS. STEP 1 - STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 h 2.000 ---- -i DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88, FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WTTH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES .ON SHEET 3, AND ANCHOR GRAPHS _ ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. • 2.000-1 3.000 — TYPICAL GLAZING PRODUCT 4.000d MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1.000 PRODUCT RENEWED ACCEPTANCE No. /9 - 0 331 - DI— EX? RATION DATE 2. : - 2.00 By PRA U CONTROLDIVWS BUILD a : CODE COMPLIANCE O RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, MR A: WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS RC. 2. ANCHOR EMBEDMENT TD BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDMONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4.. ALL MUWONS TO BE ALLOY 6063 -T5. APPROVED AS COMPLYING WITH THE , SOUTH FLORIDA EVIL D:tiG CODE O,1'i' I-1 ARC A PRODUCT NTROL DIVISION GJILD.t G CODE COMPLIANCE OFFICE •`.CCEPT NCE NO. - 1212. ENGINEER: HUUAYOUN FAROOQ PE tf 16557 • 1. • r� U 0 0 n . oi 0 V ) 0 n. u v 0 .D 0 b 0 (- ) drawing no. ' M95 -1.6 3hcct 1 of 3 , MIUL LION LOAD CHART 1 M. TLC iii ui m 011111I simmommommomm MICIMIMMONMESII INNEMINIMMIN REM 20 30 40 SD 6D • 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 4 2 "x5 - 2(1/B - ALUM. TUBE 20 30 40 SO 60 70 8O TRIBUTARY WIDTH - INCHES ANCHORS TYPE AB. OR C1 ORROMAL IJUWON GLAZING PRODUCT C ZINC G Zwc PR PRODUCT 0 .I.MOS mmami .m mummilimmumm mmummommilmemm mummommumm ummummumm WMUMEMINIMMENU ■-„K.■.■■.■■, -"'■„■, M■,.■■ WILILIMIMMINIMMUNI „■-, , .■.,1 MEMEMEMPINIMMIC ■„■M■.■MM"■■ MEMINIMUMMIEMME MMEMBERUMMEME MMEMMOIMMEMEMM MEMEMEMENNIMUM MEMIEMMEREMESIM EMMEMMEMSOMMO 2 MULLION LOAD CHART • , MUMMEMMUEM 11111111111 MWMUMEMEME WMUMMEMNIMM MUMEMMUMME ■.'■.,■■■■■lk ■■OMMEM■■■ MENMEMOMEOM MIIIMMEMMOMM UMMINOURROM MUMMINIMPAMM- IMMEMMIONAMM 1 x3 - x1 /8 ALUM: TLBE xo BTCR BJZ3 - . R 20 30 40 5 0 60 70 80 TRIBUTARY WIOTH - INCHES MULLION LOAO CHART 2 "x6 "xl /B" ALUM. TUBE ,o S1C0. G2SI, }� 20 30 40 S0 60 70 80 TRIBUTARY WIOTH - INCHES VERT) MULLION TRIBUTARY WIDTH = WI + W2 2 H• a 11 ►T ►1 PA ID MULLION LOAD CHART 1 4 "x1 /0 ALUM. TU3E __r�__■ MINIMUM' MUMUMMEMERWAV MMEMEMMOIMMEM MUMWMMENUMMI MMEMMEMMEMEM IMMOIMUMMMEMEM MMUMEMEMMEMM MUSEMEMEMMME ■'M„■■,E , ►M■'. MEMMEMENIMME „■,■, ■■"■" MUMBREMEMEMM MUMEMEMMINEME MEMMIEMMEMENE WEEMMUMMOMME UMMIEMMWEIMMEM MIEMEMMEMEMMO 20 30 40 S0 60 70 SO TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART ANCHORS TYPE A RC CT -A-3 MNIVA mnsakm nmammall= num mmaimmammimm mannammummamm 30 40 S0 60 70 8O TRIBUTARY WIOTH - INCHES ANCHORS TYPE A.B. OR C N MULLION LOAD CHART mffilimmic 2 ' x3 - x1 /B 'ALUM. TL6C maimmilmmummim iIk1IkiiI muummam. a_ ta 11111111 0 H� IIIIIHI O ID '■■..■■, EMEMEMEM 0 ID N 0 0 0 20 30 40 SO 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART t t,"`u'■■' ANC)-ORS TYPE B UMMUMMEMMEMEM MOMMUMERLUMMEM UWWWIMMUMEMEM MAIRNMEMMIIMEMM UNIMM,■.,,,MMEM MMEINIMMMINTOWEE MUMMEEMMOMMEM MWMPLAMOMMOORM MMEMMIEMINMMOM MEMMMMOMMUSEIM ■MMWM■'."'` MEMUMMOMMINIMM MEMEDIMMOMMEEM MMEMMIIMMOMEMEI ■■■■■",""' MMEMMIIIMMORNEM MINIMMIIMMONSWM MINIMMEMMEMCNE 20 . 30 40 S0 60 70 8O TRIBUTARY WIOTH - INCAS FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3. PRODUCT RENEWED ACCEPTANCE No. _ { - .033 EXPIRATION DATE DUCT CONTROL DIVISI _ sca\LPLIANCE O CE 0 0 0 ANCHORS TYPE C ID , AFPRJ'T:i) AS COMPLYING WITH THE - SOUTH FLORIDA BUILDING CODE D:+1 HARC A 93_6! BY - - PRODUi ONTRCI DIVISION ccJILEAC: CODE COMPLIANCE OFFICE ACCEPTANCE 0.9_5 I Z MULLION LOAD CHART UMWOUUM IIMMEMMEMEMME MUMMEMMEMMEMM MEMMMEMMEMMEM MMUMME, M■„■E, MEMOMMEMOWARM UMMEMEMEMMINIM '1S■.■.■■„■■,. ■.■„■„■■■,■■, INIMUMWOMMIEMME ."M■„■'MM■'■ MEMEMMEMOIMMOM „■„■■..■,■■■■ MUMMEMERMEMME U►1!l NEMM►\EN\■ ORNMEMMIONMEME MMEMMEMEMMEMI MWEEMEMMEMMIN MMEMMEMMEMEM 2 - x4 xl /B ALUT1. TUBE .o r*CO. • ouI R 1 8 20 30 4D S0 60 70 8D TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART MILIMMOWEEKSIMMM munummanimmem MEMMIOMMINIMMWM mminmenommamomm wrimmmommmis mommonammimmilm „►,-■\_,M,■' MIONMEMMEMM MIEUMWMMUMM MEMEMMUMME ■■■■, „"■ MIEMEMEROMM 2D 30 40 S0 6D 70 80 TRIBUTARY WIDTH - IND-£S ENGINEER: HU1.IA.YOUN FAR000 PE g 16557 � 3 C Z O J J • W _ � t1 3j O < Q ' oi c 0 v 0 a .0 0 ~o _ dt owing no. M95-16 1 3 l: a 1 (sheet 2 of 3 2.X 2 ALUM ANGLE • • f 14 S.M.S. - - 2/ ANGLE • V. 2.000 MIN MUWON 2 X 2 X 1/8' ALUM ANGLE MUWON MULUON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG ''''ANCHORS TTYPE 'A' • • PRECAST CONC. SILL 1.500 MIN • 4 • f 14 - S.M.S. 1 -1/4' MIN. EMBED INTO WOOD 1/ ANGLE . e e: e �. 3/16 DA TAPCON 1 -1/2" MIN. Da1BED 1/ ANGLE f 14 S.M.S. 2/ ANGLE PRECAST SILL CONC. 2 X 2 X 1/8' ALUM ANGLE f 14 S.M.S. 2/ ANGLE MULLION M UWON r - 2 X 2 X 1/8" ALUM ANGLE — 2 -5/8' LONG MIN ANCHORS TYPE 'B' • e'. a' f 14 S.M.S. 1 -1/2' MIN. EMBED INTO WOOD 2/ ANGLE 2.000 • a PRODUCT RENEWED ACCEPTANCE No. l t - 03'51. O Z EXPIRATION DATE (l By PR BUILD U ANCHORS TYPE 'C'. 2X2X 1/8' � • ALUM ANGLE 1Ie.Arat{. .. • 11; • f 14 S.M.S. 3/ ANGLE MIN aa. CONCRETE OR CONC. FILLED BLOCKS . MUWON CONTROL DIVISIO, DE COMPLIANCE 0 2 X 2 X 1/8' ALUM ANGLE 3 -5/8' LONG • M1N ' NOTCH WOOD BUCK TO ACCOMODATE CUP ANGLES • TO MASONRY , • 9 . • e •. ' e'. 1/4' 0 TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE 3.000 MlN WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED. APP C'+ED AS COMPLYING WITH THE SCUTY. FLOnI3. ". F.0 LDIF:C CODE Z 5A 1 RC oY _ PRUGUC OUTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE F:O.9.5 1 2 12__13 ENGINEER HUMAYOUN FAROOC PE 1 16357 z c 0 0 , . 1 1 1 1 c 0 c u 0 0 C ) droving no. M95 -16