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SHUTTERS
VILLAGE MIAMI SHORS BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n $k4J/4rC5 Permit No. Name 073 , PA/ Address PO Aiif 93 sr Company Phone # For Inspector: 5 /Q A4 Wine & Date Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No. 7�- Name l/ [e) Address 1,_0 1/E ?5 sC Company Phone # 03 ~ q. 0 (°51 For Inspector: 5 it'l /Name & Date Approved l t 8 `q Correction ❑ Re- Insp'n Fee 11 Date 4Jov / 1 / 1 34 04 /Job Address Ol Q1. it/e, 3 9' R44,444 Tax Folio oba Si ature of o r and/or Condo President Date • EXPIRE : Decem . er 10, 2004 t ,.• Bonded Thru Notary Public Undenwitera 4 , Notary as My Comma Mechanical Plumbing p- Dl- )009 P1 RMIT APPLICATION FOR MIAMI SHORES VILLAGE Phone Square Ft. Estimated Cost (value) /1- 391o1" -o2 1 -o / c' Legal Description L'oL UR. Z kratio /i 6'1 3 Historically Designated: Yes 6Io) Owner/Lessee / Tenant Joky J.. 11M/1 N Master Permit # Owner's Address 14 04- L) F 3 ,Z,f - /('.(,(dk, A / Jiff? Contracting Co. S e Address /o. :3 lXd", d 5'eK /VA Qualifier •\/ Doe W,e; C'"?�� SS# / Phone ..3al 9/ State # C� OZ Z 76 Z Municipal # vim Competency # � Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor t re,* I - I --� Permit Type (circle e): BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1 E I 14)) C7 U.) s . f 16 ` tom .�t • (414:0t r OP 1 A ' Address 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 t all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to d• e work stated. ■/s ate Si e of Co ' : ctor or Own ,.: ilder Notary as to Con" . • .. 0 .4,•• •• - My Commission Ex Y ° eye DEBORAH JEANNE ROSSITER _,; . ;.: MY COMMISSION # CC 959854 fai 2 EXPIRES: December 10, 2004 . ct,9 3 1c, Bonded Thru Notary Public Underwriters - w+.•r�a.rrec FEES: PERMIT RADON C.C.F. f t Y 0 NOTARY -, C) " BOND APPROVED: TOTAL DUE 61 5 Zoning Building Electrical Date —D Structural Engineer tUUILL)INL, ELECTRICAL PLUMBING ROOFING MECH Owner of f I �1 � Buddin 1 czh' Architect Contractor or Builder ❑ PERMIT , 50285 ❑ ? - . xiST7I)6. �� t(tj T6� ❑ o Vf Qf NE• Ti Wato b pa orb e under th s Permit ("j&v1_,) Lot Su (t ._ (4 D Legal Description Bl. vi bdi- Ft. 'oat (v.3 Bond: Notary: Sq. Ft.: Radon: Address of Value of Amount of Build _ , - -, ,P;ro • eet $ 3 (') (7 Permit r ) t 1 1 '" This permit is t p granted to the contractor or builder: dafne above to construct the building or to install the equipment or device described in the applies tion herefor in strict compliance with all ordinances pertaining thereto and w•th the understanding that the work will be performed in compliance with an plans, drawings, statements or specifications that may have been submitted; to and approved by the . proper municipal authorities. This Permit may be revoke[ at any time_ if -the work is not done in compliance with :suet ordinatiges, orl.if the plans are changed without authorization. A further condition upon which thi permit is is the understanding that the contractor or• -6u�i der named above assumes the responsibility for a thorough knowledge of the ordinances am regulations pertaining to the work covered hereby wbeth h on the plans or drawings or in the statements or specifications and that he assumes respon sibility for work done by his agents, servants ore plsy 3 -R CONSTRUCTION CORP. PH. 305 -891 -9865 P.O. BOX 611416 NORTH MIAMI, FL 33181 Pay to the 7(4/1/1/1 rf' S I� ( -e . Order of t� C! FT NationsBank, N.A. /) //� ACH H/f O6 $OO� `/� •, For ��r Signed• -' 1 . ' 1 j (INSPECTOR) BY In consideration of the issuance to me of thib permit I agree to perform the work covered hereunder in compliance with all ordinances and regulation- pertaining thereto and in strict conformity with the plans, dravtings(statements _ ar:specifications submitted to the proper authorities of Miami Shores Village. In accepting this. permit 1 assume responsibility for all work dope by either,`rnyself; jny agent, servant or employee. CONTRACTOR or BUILDER 1 11•00 208 30 1:0 6 300004 7t: 00 L 596 40 L T X 1 5 in C. IGLU X2.12 'Cc( I'y e ((3aO5.da I'o ") CCF: BY •' " l �'� Date 1 2 - ©< ©( xrj OZE si)Dit Look for. Micro Print signature line, red border and imageSafe logo on back. If not present, do not cash. NationsBank 411 Dollars Date Contractor's License No. C. 2083 , $ � � 80 63 -4/630 FL 1375 a WO Permit: AUTHORITY 0 0 200 1 • ' MIA MI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE 13innings Pan American 3000 N.W. 125 Street Miami ,FL 33167 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADI3 FLAGLER BUILDING HO WEST FLAGLER STRIif :T. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SF:CrION (305) 375 - 2527 FAX (305) 375 -2558 CONTRACTOR ENFORCENIENT DIVISION (305) 375.2966 FAX (305) 375 - 2908 PRODUCE CONTIROI. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series PA -14 Aluminum Single Hung Window 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 by 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.: 01 0226.04 EXPIRES: 07/09/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS • BUILDING CODE tic 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 Miami -Dade County, Florida under the conditions set forth above. APPROVED: 07/05/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11304500011pc2000 11templates1notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com •Homepage: http : /Avww.huildinecodennline.enm Binnines Pan American ACCEPTANCE No.: 01- 0226.04 APPROVED : JUL 0 5 2001 . EXPIRES • NOTICE 01? ACCEPTANCE: SPECIFIC CONDITIONS 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 2 Man el Perez, P.E. Product Prod (Control Division July 09, 2006 1. SCOPE . 1.1 This renews the Notice of Acceptance No. 97- 1027.09, which was issued on July 09, 1998. This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (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 PA -14 Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No PA -14DC, Sheets 1 through 8 of 8, dated 10/22/97, revised on 5/31/01, 6/1/01, 6/4/01 and 6/7/01, signed and sealed .by Wm: M. Meyers, 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. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installca ' strict complian a with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of thi 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 narked 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. I Examiner Binnings Pan American ACCEPTANCE No.: 01- 0226.04 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 3 Produ ' • ntrol Division JUL 0 5 2001 .IuIy 09, 2006 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled 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 in 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 scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in,the materials, use, and /or manufacturc 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 fec) 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 I, 2 and this last page 3. ENI) OF TI•IIS ACCEPT CE Manue 'erez, P.E. Product Contr xaminer PERIMETER 5FAL TYP. Elk' Oaf= FRAME O.S.M. 4 A- P -EV�.� Ill PER DAD: COUNTY •tC11L`T 5-RIVer.0 5r2ET5 4-8 MR. I511.4 E1300 VARIES "yr P Dotal 1 a22/97 AN•t••• Pip R.R. . .00:15• 6(7/01 ' Purl Porwbor. B.innings pOck Pan rAmerican I / 3000 N.W. 125th Street Miami, Florida 33167 (305)681.0045 Ara. Art IPire clear ASSEMi3LY 5.H. 34.+.402t.rl•a PA -I4 PA -14 SINGLE HUNG VERTICAL ASSEMBLY � A".4nv PA- t 4X-018 3A..* I OF.8 I "ArvIsCon L••otr R 2.2G9' SILL EIGHT PA -14 SINGLE HUNG VERTICAL SECTION •FLA..1875 " STRUCTURAL Date: © /Dy / ROB1. t. rISHER - WM. M. MEYERS, P.E. Consulting Engineers 9301 N.E. 8th Ave. C -300 Miami Shores. FL 33138 (305) 758 -3117 557 -4006 Fax 362 -6282 • • • '••• • • .•. • • • • • • • .•.. ! • • : • • • • - a I' X P.T. WOOD BUCK 3/1G' DIA. TAPCON 1 1/4' EMBED. MIN. NOTE: THIS CONFIGURATION L USED FOR TAME 3 ONLY 1/4' SHIM PART NO. 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 20 BUCK HEIGHT • 24 25 28 30 36 37 3/8 11 1/4 40 44 48 4958 . 52 55 1/2 57 60 62 64 68 72 73 3/16 76 5/8 80 84 88 90 - ITEII FRAME HEAD FRAME SILL VENT HEAD VENT SILL MEETING RAIL VENT STOP FALSE GRID FRAME (HORIZ.) FALSE MUNTIN (HORIZONTAL) VENT RELEASE • MEETTNG'RAIL W.T:SP. VENT SELL W.S.T.P. GLASS SCREEN FRAMEAND VENT SILL SCREW VENT STOP SCREW FOAM PAD SNAP LATCH ROLL FORM GLAZING BEAD B" X 3/4" Si rL BAR 1/4" X 58" STEEL BAR DAIZIG FIT OPENING VFN.NT 9 1/4 9314 12 1/4 15 1/4 15 15/16 171/4 19 1/4 21 1/4 22 1/16 23 1/4 25 25 3/4 27 1/4 28 1/4 28 1/4 28 1/4 28 1/4 28 1/4 28 1/4 22 1/16 28 1/4 28 1/4 28 1/4 FLYm 9 7/16 915/16 11 7/16 12 7/16 15 7/16 16 1/4 17 7/16 19 7/16 21 7/16 221/4 23 7/16 25 3/16 25 15/16 27 7/16 28 7/16 30 21/32 34 10/16 38 5. 39 27/32 43 9/32 52 27/32 50 21/32 54 21/32 5621/12 28 29 29 • • PU.lr4I77- • 1! •71. 4.• • YCR77CAL SECTION BILL OF MATERIAL Ev7jtWSIONL •• -• - :l 61 ;• • • • T4-90 • •L•• • • .1 •.. •• 4 - AS REQ'D 2 AS REQD AS REiQ'D 2 12 2 2• AS REQD AS REQD . GLASS HEIGHT 1 EAT 1 PLUM 25 3/4. 1 25 3/4 10 10 30 1/2 1 10 1/2 12 12 13 1 . 13 16 16 16 5/8 1 165/8 18 18 20 20 22 22 ?• 3/4 I 22 3/4 24 24 261/2 1 261/2 28 29 29 31 35 22 13/16 45 3116 29 1 •40 18 29 1 43 5/8 22 3/4 1 53 1/4 29 51 55 57 14-86 • !•.. • ! •1 � 1 •• • _ • 14-7o :.. , 1492 14-88 14-89 SASH OPENING 6 3/4 7 1/4 8 3/4 9 3/4 12 3/4 I3 38 14 3/4 16 3/4 18 3/4 191/2 20 3/4 221/2 23 1/4 24 3/4 25 3/4 25 3/4 25 3/4 19 4/7 25 3/4 ' 25 3/4 191/2 25 3/4 25 3/4 25 3/4 0111,4CHIATAG • - A'UAL$FR .- •.: • & 14-61-1 14 -90-1 • 14-86-1 • • 14-82 -1 • • 14-71-1 • • - 14 -70-1 14-92-1 1488 -1 14-2024 • 14-2024 14-3057 • 14 -8003 14-8001 14-2007 14-89 -1 FRAME O.SM 25 26 29 31 37 38 3/8 41 45 49 50 518 53 56 1/2 58 61 63 65 69 73 74 3/16 77 5/8 81 85 89 . 91 iL11IItL4L 6063 T -5 6063 T -5 6063 T -5 6063 T -5 6063 T -S 6063 T -5 6063 T -5 6063 T -5 NYLON NYLON NYLON FIBERGLASS STEEL • STEEL. POLYUR. 6063 T -5 ALUM. STEEL STEEL RE1L4R&S HI -RISE VENT HEAD OPTIONAL(CAN BE SUBSTITUTED W/ ITEM #18) USED IN CONJUNCTION WITH ITEM //8 SEE APPROPRIATE TABLES FOR THICKNESS AND PSF 48 X r PPHSMS PILOT POINT a8 X 3/4" PTHSMS "B" ' USE (2) AFTER 37" WIDE OPTIONAL (CAN BE SUBSTITUTED W/ ITEMS #8 & 9) IN VEIN TOP RAIL (APPLIES TO TABLE 3 ONLY) IN FRAME MEETING RAIL ( APPLIES TO TABLE 3 ONLY) L DIVISION . . 0 I NTROL CODE COMPLIANCE . APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 0 T BY PROD BUILDI ACCEPTANCE NO. 6/1" 022 L• oy D I Illt„,.,. „„. NI 1\\\\\\\N\ \\11M\\\ . \\11\� i. I 0 • PJ5 A•rfai.w.t A-R0v5ED A9 rLR DA00 « REOUZST SRPVBD 5e1175 4-0 ?OR AZTM 1300 VARIES 10/22/97 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA empiric CODE O JUL U L 0 UI 2 BY PROD T C NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Of - 2 .. oy Binnings Pan r Ame . rican 3000 N.W. 125th Street Miami, Florida 33167 (305)681 -0045 Draw nos I?r. i nave ASSEM LY l Prod Csimpine I Zw4 I .(4 PA- I4 v f 2 OF B PA -14 SINGLE HUNG HORIZONTAL ASSEMBLY HORIZONTAL SECTION BILL OF M 7'. ' I1 �• PART NO. 1 2 4 5 6 7 8 9 10 11 12 ITEM FRAME JAMB VENT JAMB FALSE MUNTIN (VERT.) VENT BOTTOM GUIDE VENT TOP GUIDE GLASS VENT JAMB WEATHER STRIP VENT HEAD ASSEMBLY SCREW MEETING ASSEMBLY SCREW ROLL FORM GLAZ'G BEAD BLOCK & TACKLE BALANCE 13 DUST PLUG QUANTITY 2 2 AS REQ'D 2 2 2 2 2 2 2 EXTRUSION NUMBER 1451 14-49 . 14-88 14-5018 14-5015 08-2010 14.8003 14 -8 MB- 059 -(065) 14-2008 MACHINING NUMBER 14-51 -1 14 -49 -1 14-88 -1 BUCK WIDTH 18 1/8 24 251/2 - 30 32 36 40 44 • 48 50 52 1/8 -- . • • • Mt� • • • _ .... •... • REMARKS • 6063 T -5 . - — .. • .... 80637 6063 T -5 U DIN G ONJUNCTION WITH ITEM #3 NY4'Olt: : • • • • '. • STEEL #8 X 1" PPHSMS PILOT POINT NYLON #8 X 3/4" PTHSMS "B" ALUM OPTIONAL (CAN BE SUBSTITUTED WITH ITEMS #3 & 4) VARIES . NYLON DAYLIGHT OPENING VENT 14 5/8 20 1/2 22 24 418 - -- 26 4/8 28 I/2 32 1/2 36 1/2 40 1/2 44 1/2 46 1/2 48 5/8 FIXED 14 5/8 20 4/8 22 ---- 26 4/8 28 4/8 32 4/8 36 4/8 40 4/8 44 4/8 46 4/8 48 5/8 GLASS TYM SASH FRAME VENT OPENING O.SM. 15 1/8 21 22 1/2 - -2 - -- — — 27 29 33 37 41 45 47 49 1/8 FDfED 15 1/8 21 22 1/2 - - - - 27 29 33 37 41 45 47 491/8 15 11/16 21 9/16 23 1/16 - - 9/1 - - - -- 27 9/16 29 -9/16 33 9/16 37 9/16 41 9/16 45 9/16 47 9/16 49 11/16 19 1/8 25 26 1/2 -_ . 29 ... 31 33 37 41 45 49 51 53 1/8 . i�l fi I —I/4' GLASS BITE ITT. BUCK DIMENSION GLASS WIDTH DAYLIGHT OPENING Date: o6AT4a" FRAME O.5.M. A -14 SINGLE HUNG HORIZONTAL SECTIQN ROBT. E. FISHER MEYERSEngin. RE. F L A. 1 8 7 5 Co nsulting eers 9301 N.E. 8th Ave C 300 STRUCTURAL MIamI Shores. FL 33138 (305) 758-3117 557 -4008 Fax 362 -8282 0 I 'll ll/.'///lIrIl/ //l//!/l!I111/1.. 0 - I /4' SHIM SPACE MA:. - 7 a Amboy' .11P . .. • • • 6/7/01 • ••• Part Jtvarigra PA- 1400 -028 Analogs,' l.vr4 R GLAZING METHOD . Snap -in Glazing Bead VENT CONSTR UC77ON Part Name Material Material Construction Details DOW Vent Head Binnings Pan-Am - 6063 T -5 Alum. Butt Joining • Vent Sill 6064 T -5 Alum. Butt Joining Vcnt Jambs 6065 T -5 Alum. Butt Joining Corner Steel #10 x 1" phphpp • FRAME CONSTRUCTION Part Name Material . Construction Details Head 6063 T -5 Alum. Butt Joining Sill 6064 T -5 Alum. Butt Joining - Jambs - 6065 T-5 Alum. Butt Joining • Corner Steel #10 x 1" phphpp WEATHER - STRIPPING • Quantity Desciption Location 2 Woolpile Vent Jamb 1. _ Flap Vinyl Sill _ _........... - - - -- -- _._Flap_ Vinyl_ _ ._... - Meeting Rail 2 -Dust Plug Meeting Rail HARDWARE Quantity _ Desciption Location 2 Snap Latch Vent Sill 2 Balances Vent Jamb 2 Vent Release Clip Frame Jamb . 2 Vent Stop . Frame Jamb GLAZING METHOD . Snap -in Glazing Bead . False Muntin Grid System GLAZING MATERIAL Material Manufacturer Silicone DOW Glazing Bead Binnings Pan-Am False Muntin Frame Binnings Pan-Am Glass 'i71 -' ROBT. E. FISHER WM. M. MEYERS, P.E. F L A. 1 87 . 5 . 5 ..._ •..= Consulting Engineers S T R U C -T.0 R AL_ -- =- 9 301 - N.E. 6th Ave. C -300 Miami Shores, FL 33138 _ - 0 -- i4 1 7/ _____ / - X3 Date: 05) 758 -3117 557 - Fax 362 -6282 G' Tl'P. IC I /2' 0.C. MAX. - G' TYP. 1 • ••• • • • . • - 53 I /8' FRAMt; • • • 52 1/8 BUCK DIIv1. •� .. • • • • • • •. • • '• .. • • * •• . • • •S• • • . :. .... •.. .••• 1G 1 /2'O.C.MAX. J.•i.l.wc A- R- 'V1seD AS MR DAM COUNTY RfOUesT 5.ramseet Shee15 4.0 roR ASIA a I 3Do VARIES DIF P.15 il..t..s Stp • ••• • •• • • • • Soho 1 0/22/97 " • G/7/O1 G' 7YP. • .. • • • • • • • ••• •• G' TYP. • 1 .• Binnings ink Pan IAme I kk Drout Mac ASSEM81.Y Pert Jhawi.n 90' FRAME 0.5.M. 89' BUCK DIM. Pert Moe NOTE 1) Maximum spacing for fasteners from the corners is 6" 2) Maximum spacing for fasteners OC. is 16 1/2" 3) Quantities at above represent minimum number of fasteners. Additional fasteners is acceptable. 4) Window widths and window heights on charts above are for fastener analysis..Check with manufacturer for availabilty of product. S.H. I PA -14 limmlag Awoken APPROVED AS COivIFLYING WITH THE SOUTH FLORIDA BUILDING CODE DA JUL 0 5 BY 4 . _,� / • PROD T •NTROL DIVISION BUILDING CODE. COMPUANCE OFFICE ACCEPTANCE NO. a "Z G- 3000 N.W. 125th Street Mianil Florida 33167 (305)681 -0045 PA- 140C -039 Short 3OF8 PA -14 SINGLE HUNG CONSTRUCTION l ,e.t.t... jMte B WINDOW WIDTH GLASS TYPE REINFORCEMENT WINDOW HEIGHT (INCHES) 24 25 28 30 32 36 37.375 40 44 1 48 49.625 1 52 1 4 4.4 • •57 ! • t :so • J' 62 64 68 72 73.187 , 76.625 80 18.125 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62,01)'; 62:00 :62.00 62.00 62.00 62.00 62.00. 62.00 62.00 24:000 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62 :00 62.00 62.00 62.00 67.06 ► 62.00 ' 67 to 62.00 62.00 62.00 62.00 62.00 62.00 62.00 25.500 • 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00. 62.00 ' 62.00 62.00 62.00 62.00 62.00 62.00 62.00 - 62.00 62.00 62.00 62.00 62.00 62.00 28.000 : 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 • 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 30.000 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 32.000 62.00 62.00. 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 36.000 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 61.00 59.00 40.00o 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 ' • 62.00 62.00 62.00 62.00 ' 62.00 - 62.00 62.00 62.00 61.00 59.00 - 58.00 57.00 .55.00 44.000 62 :00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00. 62.00 62.00 62.00 62.00 60.00 60.00 58.00 56.00 54.00 53.00 52.00 51.00 •48.000 62.00 62 :00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 61.00 58.00 57.00 56.00 54.00 52.00 51.00 50.00 49.00 48.00 47.00 so.000 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 . 62.00 .62.00 58.00 55.00 54.00 52.00 51.00 51.00 49.00 47.00 47.00 46.00 45.00 52.125 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62 :00 62.00 62.00 4 62.00 56.00 52.00 51.00 50.00 49.00 48.00 46.00 45.00 45.00 44.00 43.00 54:625 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 54.00 50.00 49.00 47.00 46.00 45.00 44.00 42.00 42.00 41.00 41.00 TABLE No. GLASS TYPE REINFORCEMENT SEE DRAWING Ws 1 " - 3/16" ANNEALED - NONE PA- 14DC -04 =2 -` - = 3/16" TEMPERED NONE PA- 14DC -05 3 . 3/16" TEMPERED STEEL PA- 140C -06 4 : : :.- DSB 1/8". TEMPERED . NONE -- PA- 14DC -07 5 - DSB 1/8" ANNEALED ' NONE PA- 14DC -08 6 SSB 3/32" ANNEALED NONE PA- 140C -08 . . • • • • • ••.•••. ••.. • • • • • • • • ..• • • • • • • • • • • • • • • • • • • • • • • ••• • WINDOW WIDTH 18.125 24.000 25.500 28.000 _ 30.000 32.000 36.000 40.000 44.000 - 48.000 50.000 52.125 54.625 WINDOW HEIGHT (INCHES) . Arr:FPTANrF NA 24 1 25 28 30 32 36 37.375 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 _ -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 =62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62:00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 - 62.00. -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62 :00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 - 62.00 -62.00 - 62.00 -62.00 -62.00 -62.00 - 62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62:00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 _ -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 • -62.00 -62.00 -62.00 -62.00 -62.00 -62.00. . -62.00 49.625 52 554 57 60 62 64 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 - 62.00 -62.00 -62.00 -62.00 -62.00 ' -62.00 -62.00 -62.00 -62.00 -56.00 -62.00 -54.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -58.00 -55.00 -52.00 -50.00 -62.00 -62.00 -6Z00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -57.00 -54.00 -51.00 -49.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62:00 -62.00 -60:00 -56.00 -52.00 -50.00 -47.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 - 62.00 -62.00 -62.00 -62.00 -60.00 . -62.00 -61.00 -62.00 -58.00 - 54.00 -51.00 -49.00 -46.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 - 62.00 -62.00 - 62.00 -62.00 -62.00 -61.00 -58.00 -56.00 -52.00 -51.00 -51.00 -49.00 -48.00 -46.00 -45.00 -44.00 68 • 72 . 73.187 76.625 I 80 -62.00 -62.00 -62.00 -62.00 - 62.00 . -62.00 -62.00 -59.00 -54.00 -50.00 -47.00 .00 -45.00 -42.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 58.00 53.00 49.00 47.00 45.00 42.00 Rl1?i nIMC CODE CO -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -61.00 -57.00 -52.00 -48.00 -46.00 -44.00 - 41.00 -62.00 -62.00 -62.00 -62.00 -62.00 -62.00 -59.00 -55.00 -51.00 -47.00 -45.00 -43.00 -41.00 NOTE Window widths and window heights on charts are for comparative analysts. Check with manufacturer for availability of product. R.A•{•w Noise A- REVISED AS PER DADE COUNTY REQUEST B- Design Pressure changed according to ASTM E1300 rrraw•pr - Yawriap • Rana.?. Dye Areal Swiss. Area: let new are _ A la 2/97 Dram. ,K . PJS Drums Claw CHART 7seits Devisee rfv- B INNINGS r A N AMERICAN R,7:arEaniM . vopoll ra coop ca PANY Plat Omer - Prod Cartspory iZorls,/Y...t 5t1 PA-14 APPROVED AS COMPLYING Y11TH THE • SOUTH FLORIDA 8UILOING'CODE ' D•TE 6Y PRO ONTROL DIVISION PLIANCE OFFICE di 3000 N.W. 125th Street Miami, Florida 33167 (305)681 -0045 COMP. ANAi.I aa..* 4 of 8 PA- 14 SINGLE KUNG COMPARATIVE ANALYSIS 4 ROBY. E. FISHER -- WM. M. MEYERS, P.E Consulting Engineers 9301 N.E. 8th Ave. C - 300 Miami Shores, 33138 ;) 758-31 1 T 557 -4006 Fax 362 COMPARATIVE ANALYSIS (POSITIVE LOADS) Table 1A PA -14 Single Hung Window Positive Design Loads Based on Comparative Analysis with 3/16" Glass/ ASTM E1300 Non - structural Test Report: ATL#0514.01-98 Structural Test Report MTL #16029 COMPARATIVE ANALYSIS (NEGATIVE LOADS) Table 1B PA -14 Single Hung Window Negative Design Loads Based on Comparative Analysis with 3/16" Glass/ ASTM E1300 Non - structural Test Report: ATL#0514.01 -98 Structural Test Report MTL #16029 F LA: - 1 STRUCTURAL Date: 454. 7 /ate • ••• • • ••• • •• •• • • • : ••• • • • - - - • • • • • •• • • • • • ••• 6/I/OI Psi thewhe t Drawly Ram .. PA- 1400.048 RaA•Hn /err i3 I I WINDOW WIDTH • • WINDOW HEIGHT (INCHES) 24 1 25 28 30 1 32 36 j 37.375 40 44 48 1 49.625 52 514 • • 67 . • • 60 • t 62 64 68 72 73.187 18.125 69.33 69.33 69.33 69.33 69.33. . 69.33 69.33 .69.33 69.33 69.33 69.33 69.33 6$ ,431• : 6,9.33:.' 0.337: 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.3::6 43; • @9.33• • 69.33 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33. 69.33 69.33 69.33 69.33 .69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 - 69.33 69.33 • 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69:33 69.33 69.33 69.33 69.33 ' 69.33 69.33 69.33 69.33 69.33 69.33 69.33 . 69.33 36.000 69.33 - 69.33 - 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 40.000 •69.33 69.33 69.33 • 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 • 69.33 . 69.33 44.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 . 69.33 69.33 69.33 69.33 69.33 69.33 48.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33. 69.33 69.33 69.33 • 69.33 - 69.33 69.33 69.33 69.33 69.33 69.33 68.04 67.37 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 ' 69.33 69.33 ^ 69.33 69.33 69.33 69.33 68.27 66.20 64.25 63.63 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 . 69.33 69.33 - 69.33 69.33 ' 67.84 66.82 65.04 64.01 63.10 61.55 . 60.32 60.00 WINDOW WIDTH WINDOW HEIGHT (INCHES) -- 24 25 • 28 30 . 32 36 37.375 40 44 48 1 49.825 52 ) 55.5 1 57 1 60 1 62 1 64 68 72 73.187 18.125 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 . - 120.00 - 120.00 -120.00 • - 120.0Q - 120.00 - 120.00 T - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00. - 120.00 25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 28.000 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120 :00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 12000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 32.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 • - 120.00 - 120.:00 - 120:00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120.00 - 120.00 38.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 117.94 - 113.40 109.20 - 108.01 40.000 - 120.00 - 120.00 - 12000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 119.74 - 117.52 - 114.62 - 110.99 - 109.43 - 106.14 - 104.06 - 102.06 -98.28 • -94.77 -93.78 44.000 - - 120.00 - 120.00 - 120.00 - 120.00 - 120 :00 - 120.00 - 118.58 - 114.87 - 109.65 - 104.77 - 102.64 -99.83 - 96.25 ' -94.90 -92.49 -91.03 - 89.35.. -86.16 -83.18 -82.34 48.000 - 120.00 - 120.00 - 116.39 - 113.40 - 110.57 - 105.30 - 103.60 - 100.51 -96.14 -92.14 -90.60 -88.42 -84.97 -83.65 -81.28 -79.86 -78.58 -76.25 -73.71 -72.99 50.000 - 114.75 - 113.22 - 108.86 - 106.14 - 103.55 -98.74 -97.18 -94.35 -90.33 -86.65 -85.23 -83.25 -80.26 -78.97 -76.63 -75.23 ' -73.96 -71.71 -69.60 -68.93 52.125 - 107.00 ' - 105.61 - 101.66 -99.18 -96.82 -92.43 • -91.01 -88.42 -84.74 -81.10 -79.11 -76.56 -73.50 -72.39 -70.46 -69.35 - 68.36 - 66.68 -65.34 -65.00 TABLE No. GLASS TYPE 1 REINFORCEMENT SEE DRAWING Ws 1 3/16" ANNEALED NONE PA- 14DC -04 2 = 3/16" TEMPERED . - NONE PA- 14DC -05 3 3/1 TEMPERED STEEL PA- 14DC -06 4 - • - DSB 1/8" TEMPERED - - - -• - NONE - - - PA-14DC-07 5 DSB 1/8" ANNEALED . ._ NONE PA- 14DC -08 6 SS 3/32" ANNEALED NONE PA- 14DC -08 RUBE k.• 1.1SHEH WM. M. MEYERS; P.E. Consulting Engineers 9301 N.E.: 6th Ave-"C -300 MIamI Shores; FL:33138 - -- i) 758 -3117 557 -4006. Fay 362- 8282 COMPARATIVE ANALYSIS (POSITIVE LOADS) Table 2A PA -14 Single Hung Window Positive Design Loads Based on Comparative Analysis with 3/16" Tempered Glass/ ASTM E1300 Non - structural Test Report: ATL#0514.01 -98 Structural Test Report ATL 0401.02 -97R COMPARATIVE ANALYSIS (NEGATIVE LOADS) Table 2B PA -14 Single Hung Window Negative Design Loads Based on Comparative Analysis•with 3/16" Tempered Glass/ ASTM E1300 Non - structural Test Report: ATL#0514.01 -98 Structural Test Report ATL 0401.02 -97R ■ FLA. - 18755 ST- RU•C- T 02 w/ - . . NOTE.. . Window widths and window heights on charts are for comparative analysis • Check With manufacturer for availability of product. 11•Wrian MMus A - REVISED AS PER DADE COUNTY REQUEST Desayn pressure changed according to ASTM E1300 Drawn • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• ••. .• •• •.•... • • . .. • .. • • • • • . • • • • • • • • •.• • ParJr.. Arm PJS RR rVAT Art Claw Dab Armory 10/22 /97 od. 6/1/01 arum c !Part Claw CHAR Part JMYr: B INN INGS r- A N AMERICAN Ramona...ammo:recap oorwwr Prod Cogasporr I 5H PA-I4 A PPROVED AS COMPLYING w 1H 171E SOUTH FLORIDA BUILDING CODE OAE 05 BY PROO ONTROL DIVISION BUILD 'G CODE COMPLIANCE OFFICE ACCEPTANCE NO. 01 - o Z z 4 •oy 3000 N.W. 125th Street Miami, Florida 33167 (305)681 -0045 Now COMP. ANAL 5 of 8 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS PA- I40C-05B l �'� • WINDOW WIDTH .. WINDOW (INCHES) _ 24 25 28 30 32 ' 36 37.375 40 44 48 . : . 49.625 ' 52.. , .55x6 • • • ." • t03 69!33 60 ,69:33 "69.33 62 69.33 69.33 64 69.33 69:33 68 69.33 69.33 -' 72 69.33 69.33' . 73.187 - 69.33 69.33 18.125 69.33 69.33 69.33 , 69.33 69.33 69.33 69.33 69.33 ' 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33' 69.33 69.33 69.3 69.3.:; •69'.33 li9735 24.000 69;33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 , 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 • 69.33 • 28.000 69.33 69:33 69:33 69.33 69.33 69.33 69:33 • 69.33 . 69.33 69.33 69.33 69.33 '. 69.33 69.33 69.33 69.33 69.33 69.33 . '69.33 69.33 30.000 - 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 .' 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69:33 69.33 32.000 - 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 - 69.33 69.33 69.33 69.33 36.000 69.33 69:33 69.33 • 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.33. 69.33 69.33 69.33 69.33 40.000 . , 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 • 69.33 69.33 69.33 69.33 69.33 69.33 69.33 44.000 69.33 69.33 69.33 69.33 . 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 ' 69.33 . 69.33 69.33 69.33. 69.33 69.33 69.33 69.33 48.000 69.33 69.33 69.33 69:33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 . 69:33 69.33 69.33 69.33 69.33 68.04 67.37 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 - 69.33 69.33 68.27 66.20 64.25 63.63 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69:33 69.33 . .69.33 69.33 67.84 66.82 65.04 64.01 63.10: 61.55 60:32 60.00 WINDOW WIDTH WINDOW HEIGHT (INCHES) 24 25 28 30 32 36 37.375 . 40 44 • 48 49.625 T 52 55.5 57 60 62 t 64 68 72 73.187 18.125 -120.00 6 - - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120:00 - 120.00 - 120.00. - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00' - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - . 120:00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 25.500 - 120.00 - 120.00 = 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00%120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120:00 - 120.00 -120.001 - 120.00 - 120.00 - 120.00 - 120.00 28.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00_- 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120.00 - 120.00 30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 32.000 - 120.00 - 120.00 - 120.00 - 120:00 -120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00%120.00 - 120.00 - 120.00 - 120.00 - 120.00 .- 120.00 - 120.00 - 120.00 - 120.00 - 120.00 36.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120:00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120.00. - 120.00 - 120.00 - 120.00 - 120.00 40.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120:00' - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00' - 116.64 - 115.42 44.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 118.46 - 116.80 - 113.83 - 112.04 - 109.96 - 106.04 - 102.38 - 101.34 48.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 118.33 - 113.40 - 111.51 - 108.83 - 104.58 - 102.96 - 100.03 -98.29 -96.71 -93.85 -90.72 -89.83 50.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 119.61 - 116.12 - 111.18 - 106.64 - 104.90 - 102.46 -98.79 -97.20 -94.32 -92.60 -91.02 -88.26 -85.66 -84.84 52.125 - 120.00 - 120.00 - 120.00 - 120.00 - 119.17 - 113.76 - 112.01 - 108.82 - 104.29 -99.82 -97.36 -94.22 -90.46 - 89.09. -86.72 -85.35 - 84.13. -82.07 -80.42 -80.00 TABLE No. GLASS TYPE REINFORCEMENT SEE DRAWING Ws 1 3/16" ANNEALED NONE PA- 14DC -04 - 2 3/16" TEMPERED NONE PA- 140C -05 3 3/16" TEMPERED STEEL PA- 14DC -06 4 ' 'DSB 1/8" TEMPERED NONE PA- 14DC -07 5 DSB 1/8" ANNEALED NONE PA- 14DC -08 6 - SSB 3/32" ANNEALED NONE PA- 14DC -08 ROM. E. FISHER WM. M. MEYERS, P.E. Consulting Engineers 9301 N.E. 6th Ave: C -300 Miami Shores, FL 33136- 305) 758 -3117 557 -4006 Fax 382 -6282 *) FLA. 1 875 STRUCTURAL Date: OL / /61/ COMPARATIVE ANALYSIS (POSITIVE LOADS) Table 3A PA -14 Single Hung Window Positive Design Loads Based on Comparative Analysis with 3/16" Tempered Glass/ ASTM E1300 & Meeting Rail Reinforcement' Non - structural Test Report: ATL#0514.01 -98 Structural Test Report ATL 0401.02 -97R COMPARATIVE ANALYSIS (NEGATIVE LOADS) Table 3B PA -14 Single Hung Window Positive. Design Loads Based on Comparative Analysis with 3/16" Tempered Glass/ ASTM E1300 & Meeting Rail Reinforcement Non- structural Test Report: ATL#0514.01 -98 Structural Test Report ATL 0401.02 -97R NOTE :Window widths and window heights on charts are for comparative analysts Check with manufacture for availability of product i•oi•f•w Amine A - REVISED AS PER DADE COUNTY REQUEST B - Design pressure changed according to ASTM E 1 300 • • ••• •. •• • • • • • • • • • •. • • • • •• •• • • • • • • • • • • • • . .• ••• ••. PJS RR • • • • • •• •• • • • ••• • • • • • • • • • • • • •. •. • lac claw ••• • • • • ••• • • • •• • • • • • • • • • ... Jai Drown: 1 0/22/97 6/4/0 i Art RumMs: BINNINGS A N AMERICAN ROgnECTIPIAL PROCLICTI/COW oosnwY PA- 14DC -OGB APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUI ING CODE DATE � O D 1 BY A.40 1/1.IJ[�■ PRO' C . • NTROL DIVISION 4 BUI • NG CODE COMPLIANCE OFFIC E ACCEPTANCE NO. £l- O ZZ . •0411 3000 N.W. 125th Street Miami, Florida 33167 (305)681 -0045 Army CHART 541 wt Are 'Prod s d +r " c m 14 Iltsw COMP. AN 601 PA- 14 5INGLF (HUNG COMPARATIVE ANALYSIS ,••4.l.i. s...i: 8 WINDOW WIDTH . • • WINDOW HEIGHT (If1CHL$) ;•' .. 24 25 28 30 32 36 37.375 40 1 44 1 48 49.825 1 52 55.5 57 1 60 82 1 64 88 72 1 73.187 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33' :61.4S: : R9.53 ` - 120.00 69.33 - 69.33 69.33 69.33' 69.33 69.33 24.000 69.33 69.33 69.33 69.33. 69.33 69.33 69.33 69.33 69.33 69.33 69.33 - 1 VS.33 : :Nil , • .69.33 . 69.33 69.33 ' 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33' fig.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 . 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 ' 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 - 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69 :33 69.33 69.33 69.33 69.33 69.33 . 69.33 36.000 69.33 69.33 69.33 69.33 ' 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 40.000 69.33 69.33 69.33. 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33. 69.33 69.33 69.33 ' 69.33 44.000 69.33 . • 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 48.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33. 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.04 67.37 50.000 69.33 69.33 69.33 69.33 69:33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.27 66.20 64.25 63.63 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 67.84 66.82 65.04 64.01 63.10 61.55 60.32 60.00 WINDOW WIDTH ' WINDOW HEIGHT (INCHES) 24 25 1 28 30 1 32 1 36 37.375 40 44 48 49.625 1 52 1 55.5 1 57 60 1 62 - 64 68 72 1 73.187 18.125 - 120.00 - 120.00 - 120.00 - 120.00 - - 120.00 ` - 120.00 - 120.00 - 120.00 - 120.00 - 120:00 - 120.00 ' - 120.00 - 120.00 ` - 120.00 - 120.00 - 120.00 - 120.00 . - 120.00 - 120 :00 ' - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -1 20.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 28.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 . - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 116.64 - 115.27 30.000 - 120:00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 . _ 118.33 - 115.81 - 111.09 - 106.73 - 105.50 32.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00' - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 116. - 114.68 - 110.94 - 108.58' - 106.31 - 102.06 -98.14 - 97.03 36.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00' - 120.00 - 120.00 - 119.03 - 112.54 - 107.46 - 105.73 - 103.09 -99.15 -97.55 -94.50 -92.57 -90.72 -87.23 -84.00 -83.09 40.000. - 120.00 - 120.00 - 120.00 - 116.64 - 113.40 - 107.43 - 105.52 - 102.06 - 97.01 -92.11 -90.40 -88.17 -85.38 -84.17 -81.65 -80.05 -78.51 -75.60 . -72.90 -72.14 44.000 - - 109.16 - 107.57 - 103.09 - 100.31 -97.67 -92.78 -91.21 -88.36 ' -84.35 -80.59 -78.96 -76.79 -74.04 -73.00 -71 :14 -70 :02 - 68.73 -66.27 -63.99 -63.34 48.000 -94.50 -93.21 -89.53 -87.23 -85.05 -81.00 -79.70 -77.32 -73.96 - 70.88 - 69.70 - 68.02 - 65.36 -64.35 - 62.52 - 61.43 -60.44 - 58.66 -56 :70 -56.15 50.000 -88.27 - 8 - 83.74 -81.65 -79.66 - 75.95 -74.76 -72.58 -69.49 -66.65 - 65.56 - 64.04 - 61.74 -60.75 -58.95 ' -57.87 -56.89 -55.16 -53.54 -53.02 52.125 -82.31 -81.24 -78.20 -76.29 -74.48 -71.10 -70.01 -68.01 . - 65.18 - 62.39 -60.85 ' -58.89 -56 :54 -55.68 -54.20 -53.35 -52.58 -51.29 -50.26 -50.00 TABLE No. I - GLASS TYPE ' REINFORCEMENT SEE DRAWING Ws 1 - 3/16" ANNEALED - - ' NONE PA- 14DC -04 _ - .> rt`� :_ .: -3/16" TEMPERED . NONE PA- 14DC -05 3 ' 3/16" TEMPERED - STEEL PA- 14DC -06 -4 --- .....DSB 1/8" TEMPERED . NONE PA- 14DC -07 - 5 • ` DSB. 1/8" ANNEALED - NONE PA- 140C -08 6 SSB 3/32" ANNEALED - NONE PA- 14DC -08 • COMPARATIVE ANALYSIS (POSITIVE LOADS) Table 4A PA -14 Single Hung Window Positive Design Loads Based on Comparative Analysis with DSB 1/8" Tempered Glass/ ASTM E1300 Non - structural Test Report: ATL#0514.01 -98 Structural Test Report MTL # 16610 UNIT A R08 1. t. FISHEK WM. M. MEYERS, P.E. Consulting Engineers 9301 N.E. 8th Ave. C -3a0 Miami Shores, FL'33138- - 05) 758 -3117 557 -4006 Fax 362 -8282 F 1 8 7 5 5 STRUCTURAL Date: 0 G /or / " C ANALYSIS (NEGATIVE LOADS) Table 4B PA -14 Single Hung Window N egative Design Loads Based on Comparative Analysis with DSB 1/8" Tempered Glass/ ASTM E1300 & Non - structural Test Report: ATL#0514.01 -98 Structural Test Report MTL # 16610 UNIT A Drown BIF Ilevired • • • • • • • • • • • • • . . • - ••• • • • • • • • • • ••• •• • • • • •• •• • • • • Army PJS IA • • •..• • .. • • NOTE Window widths and window heights on charts are for comparative analysis Check with manufacture' for availability of product. Jh•tata. Nets A- RFVI5ED A5 PER DADE COUNTY REQUEST B- Desy�9n pressure changed according to ASTM E 1300 sal. 0..•e • ••• •. • • • • • • .•• D.i Promos 1 0/22/97 D•• Arw••e 6/4/01 • • • ..• • • • • •. • r Pirt "mbar: B INNINGS r A N AMERICAN iawrEONFIALrrpouon ca•ptv■ Drawly/ "mbar. APPROVED AS COMPLYING WITH THE SOUTH J%U dr: �r 0 � QOE BY / /�//11 .ri PRO oNTROL oMSlo • BUIL•ING CODE COMPLIANCE OFFICE ACCEPTANCE NO. I- a 2 2 ` . o Y 3000 N.W. 125th Street MIam1, Florida 33167 (305)681 -0045 Dram Clew _ `Port Cloy rot S W CHART fF I s•rP • I COMP. ANAL PA -14 SINGLE HUNG COMPARATIVE ANALYSIS PA 140C -078 Short 7 of 8 `ewl.l.n L•wi WINDOW WIDTH WINDOW HEIGHT (INCHES) • 24 25 28 30 32 36 37.375 40 44 48 1 49.625 52 55.5 57 60 • • • Cr 18.125 52.00 52.00 52.00 52.00. 52.00 52.00 52.00 52.00 .52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 24.000 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52'0Q 25.500 52.00: 52.00 52.00 52.00 52.00 . 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52406 ' 28.000 52.00 52.00. 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 25.00 52.00. 52.00 52.00 •53.1)0' - 30.000 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 32.000 52.00 52.00 52.00 - 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 48.00 36.000 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 50.00 50.00 48.00 47.00 WINDOW WIDTH WINDOW HEIGHT (INCHES) 24 25 28 30 32 36 37.375 40 44 I 48 49.625 52 55.5 57 60 62 18.125 -52.00 -52.00 -52.00 -52.00 -52.00 . -52.00 -52.00 -52.00 -52.00 -52.00 . - 52.00' -52.00 -52.00 -52.00 -52.00 -52.00 24.000 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 • -52.00 -52.00 -52.00 . -52.00 -52.00 -52.00 -52.00 -52.00 . -52.00 -52.00 ----25.500 -- - -.- 52.00-- - 52.00 -52:00 - -52:00 - 52:00 - - 52:00 - 52:00 - 52:00. -- 52.00 -52:00 - -- • -52:00 - 52:00. -52.00 - 52.00. -52.00 -52:00 28.000 - 52.00- -52.00 -52.00 -52.00 -52.00 -52:00 ' -52.00 - 52.00 " -52.00 -52.00 -52.00 - 52.00 - 52.00 -52.00 -52.00 -52.00 30.000 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52:00 -52.00 32.000 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 - 52.00• . -52.00 -52.00 -52.00 -52.00 -52.00 - 52.00 -48.00 36.000 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 . -52.00 -52.00 . -50.00 - 50.00 =48.00 -47.00 WINDOW WIDTH WINDOW HEIGHT (INCHES) 24 25 28 30 32 36 37.375 18.125 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 24.000 -52.00 -52.00 - 52.00 -52.00 -52.00 -52.00 -52.00 25.500 -52.00 -52.00 =52.00 -52.00 -52.00 - 52.00 -52.00 28.000 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 -52.00 30:000 -52.00 -52.00 -52.00 -52.00 -52.00 ' -51.00 -51.00 32.000 -52.00 -52.00 - 50.00 - 49.00 - 48.00 -47.00 -40.00 36.000 -52.00 =51.00 - - 45.00 - 42.00 -40.00 -40.00 -39.00 WINDOW WIDTH WINDOW HEIGHT (INCHES) • 24 25 1 28 30 32 36 ' 37.375 18.125 52.00 52.00 52:00 52.00 52.00 52.00 52.00 24.000 52.00 52.00 52.00 52.00 52.00 52.00 52.00 25.500 52.00 52.00 52.00 52.00 52.00 ' 52.00 52.00 28.000 52.00 52.00 52.00 52.00 52.00 52.00 52.00 30.000 52.00 52.00 52.00 52.00 52.00 51.00 51.00 32.000 52.00 - 52.00 50.00 49.00 48.00 47.00 40.00 36.000 52.00 51.00 45.00 42.00 40.00 40.00 39.00 TABLE No. GLASS TYPE REINFORCEMENT SEE DRAWING rs 1 3/16" ANNEALED NONE PA- 14DC -04 2 3/16 TEMPERED NONE PA- 14DC -05 3 3/16 TEMPERED STEEL PA- 14DC -06 4 DSB 1/8" TEMPERED ' NONE - • PA- 14DC -07 5 DSB 1/8' ANNEALED NONE PA- 14DC -08 6 SS8 3/32" ANNEALED NONE . ' PA- 140C -08 - ` ' COMPARATIVE ANALYSIS (POSITIVE LOADS) Table 5A PA -14 Single Hung Window Positive Design Loads Based on Comparative Analysis 'with DSB 1/8" Annealed Glass/ASTM E1300 Non - structural Test Report: ATL#0514.01 -98 Structural Test Report MTL #16610 Unit B COMPARATIVE ANALYSIS (NEGATIVE LOADS) Table 5B PA -14 Single Hung Window Negative Design Loads - Based on Comparative Analysis with DSB 1/8" Annealed Glass/ ASTM E1300 Non - structural Test Report: ATL#0514.01 -98 Structural Test Report MTL #16610 Unit B COMPARATIVE ANALYSIS (POSITIVE LOADS) Table 6A PA -14 Single Hung Window Positive Design Loads Based on Comparative Analysis with SSB 3/32" Annealed Glass/ ASTM E1300 Non- structural Test Report: MTL# 16029 Structural Test Report MTL # 16610 Unit C RU8 i. E. FISHER WM. M. MEYERS, P.E. Consulting Engineers 9301 N.E. 6th Ave. C -300 Miami Shores, FL 33138 q 758-31175574006 Fax 362 - 6282 FLA. .18755 STRUCTURAL Date: o � / �' / COMPARATIVE ANALYSIS (NEGATIVE LOADS) Table 613 PA -14 Single Hung Window Positive Design Loads Based on Comparative Analysis with SSB 3/32" Annealed Glass/ ASTM E1300 Non - structural Test Report: MTL# 16029 Structural Test Report MTL # 16610 Unit C A- REVISED AS PER DADE COUNTY REQUEST I'- Design pries to changed according to Wivi Dream rip • • � . • ••_•• • • • - • • • • • • • ••• • . • • • • • • • • . ••• • • ••• • • • • • • • • • • • • • • • •• " . • • • • . • • • • • • • • • • • . • • • ••• • PJS RR . • •• ••• ••••• • • • •• • • : : • •• lat Clams oat. Dewy 10/22197 Bags lbnr4••4: 5/31/01 • ••• • • • • • • •• NOTE Window widths and window heights on charts are for comparative analysis Check with manufacturer for availability of product [if Draw Claw CHART M BINNINGS r A N AMERICAN Awl Clan COUCT1 CC1P CO•PN4Y /rat ay..g 5ti d.r+ma/P PA- 14 SINGLE HUNG COMPARATIVE ANALYSIS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU ING C • OE DA 0 - • BY PROD CONTROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE N0. t - 2 2G -0 y 3000 N.W. 125th Street Miami, Florida 33167 (305)681 -0045 /tom aa..e COMP. a of e PA-140C-0813 I ama.f.w im••a F 000 0 0 0 000 0 0 00 00 0 0 0 00 00 0 0 0 0 • • 8 0 • • 0 • 6 000 0 • • • • • • • 0 • • 00o e • • • •0• • • • • 0 • • • •• • • • • • • •• •• • •••••• • • • • • • 0 0 e • • • • e • 0 • 0 ••• • 0 000 080 4980 00 000 00 0 0 0 00 O 0 0 0 0 0 0 0 0 O 00 0 0 0 0 080 0 O 0 00 0 0 0 • 0 O 0 0 0 0 0 0 0 0 00 000 0 0 0 0 0 00 I .' Isp Inspection Date: 07/10/2006 Inspector: Grande, Claudio Owner: HEARN, JOHN Job Address: 1202 93 Street NE Project: <NONE> Miami Shores Village, FL Contractor: KINCO WINDOWS AND DOORS OF FLORIDA. D /B /A KINCO 1 Building Department Comments Friday, July 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)751 -6445 Parcel Number 1132050270150 Lot: Phone: (786)295 -9269 Page 2 of 2 1 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Isp Inspection Date: 07/10/2006 Inspector: Grande, Claudio Owner: HEARN, JOHN Job Address: 1202 93 Street NE Project: <NONE> Miami Shores Village, FL Contractor: KINCO WINDOWS AND DOORS OF FLORIDA. D /B /A KINCO 1 Building Department Comments Friday, July 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)751 -6445 Parcel Number 1132050270150 Lot: Phone: (786)295 -9269 Page 2 of 2 Miami Shores Building Department 1 Product Approval Schedule / Comparison Chart Address: /0 N. E 93J -1. Permit No. 062 /g8 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number ` Design Pressure ( +) PSF ( -) PSF Pressure ( +) PSF ( -) PSF Size Yes / No Yes / No Yes / No 4 Skt 3 ' - x 7 / f I x 4 AtuG(_ a?- ai0fd[, 0,2-070, o 1 ?o l 7 .4____ U (4ct X 74 , �a 4/ I i 6 d t c - ) , ' 2 J 7 $ 02_024...0(.. 02 — o cW -03 of 7o — 7 v , J- - (of X 7 6 Yd-S. . /.7( ma c.4-- 7,3q 4 ) 03 -06 vTa3 1- &0- 70 75 Aid 03 — 33-061003 — 1 —7o ' 5 537(3s .Zki G '7x,r∎ (1,i/ 0,2 .--0 / 0 b f 7o, - ?fl 37a') i ... • • J e 03 -06.0? 0 3 t io v /- 7� 3 3 , 39. • . . - .... . • c .e 1, • 2 03 0409 09 tto0(r 7a . 5`3(35' • .5'39 - .... • •. -. • ,m- /9/35' s/. - p2 -0 0 6 4-70/ /5 •••• • • • o , k 5 03 -oe09 0.3 4-(vv/ --6v S3 ,(17 .... ••• • 37.) j 0 ,2-of fv� +oo/ 70 :37 /)-, ' ` Ne. • • •. - K s3i7t ( VA 0,2..-oia,.fo6 +to.c I nto /0( X26 yrir •• /)l Mul/L Q.2- 070/-45 1"/- 77 L M"/'S/1 D2 -a/4'. 6 +70 I -7o (oq X 76 Add' /X ,.-7cgC 0.2- 07ot 0.r +T 4' /dt 3 '/— / 76 f' p.2 - p /,2 . d4, , t- - ?0 / -1 o (p 9 7c 76 /'Jo /4:71 f k:J . / 9 ( n ‘ ULL o s2 -O 70/- o'er 41-90 �V 0 $ ' � Q OoP�e dog eeo 00000 17)1)06 fcr.E3 C ) 0d 9 C-rD • • • .0.� 0. •.. •. •• . • • 000 00 •.. •. • • • C • ° • •.1 • +` • .. • • • •. 0000 • •••• • 0000 • • •••• .00• • • • .• • Date: /17/4 4 e J/�;",rs / C 0 0 , 0 J .00. 0004 • 0004 • •... • 04104 0004 •. •. • 0004 • KINCO WINDOWS Ltd Job: /. ".&" 93 SK Fo 6o90-(' © e 90 o b b 0 q —J ( ' iv 1 it " ) a k, S£''`F'x fsay.5j (30 1 4 � t O (10 OM 4) 7SC� 39 fe.o / -20 E9, if -1/0f)6(,)- o3-009.0.9 6 /&')41 1J ( (1 1 � t r - 7o 9.7< 76 S- o afdb a-2-020i • or .� ( 3 MM I AM IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • • : : PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: • • ••• • • • ••• • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • MIAMI -DADE COUNTY, FLORIDA • • • • • • kE�'RO -DADE FLAGLER BUILDING • • • • ••• • • • • • • • • • • • ••• : 140 WE€T€LltGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • •• •••- ... r . -. -• ••• ..••- •• • • • • • ••• • • • •• •• • • • • •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 00- 0912.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. (id NOA No 02 -0701.05 Expiration Date: June 28, 2006 Approval Date: July 10, 2002 Page 1 4 GLAZING PRODUCT a H / TYP. MULLION N GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT L ANCHORS: TYPE'S'. BOTH ENDS w TTP. MULLION GLAZING PRODUCT WI W2 W Wt +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H ANCHORS TYPE B ; C' OR b' 50774 ENDS L NorFS 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLET) TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT et NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 GLAZING PRODUCT , T I MUCUON GLAZING PRODUCT NI J H - N1 +N2 j1) WINDOW MULLEQ W /ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W �/ lI ANCHORS: TTPC.. OR b' 80TH ENOS 2 7- y Robert I,. C! P P.E #39722 S �l'1 11 TA 1 IUT INDUSTRIES w mcHORs ITYM A' 1 —F— w W -Wt +W2 H -Ht +M2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = Hl Avant By: run Om 'r run B P.J.P. 1070 TECHNOLOGY ORNt P.O. BOX 1522 NOKOMIS, FL J4275 NOKOMIS, FL J4274 ANCHORS: TYPE 8', 'C' OR b' BOTH ENDS CAkd By —w l— F— w2 —I —wJ— w W - WI +W2 +W3 14 - NI +742 MULTIPLE WINDOWS MULLED W /ONE ABA • FOR D:TER141,14VG MAX'ALLt7WABLE DESIGN PRESSURE SE£ TABLES ON PAS6. t5. Ct: 5 • M3) MAX (w /f . H OR Hi +H2 MULL LENGTH = W OR Wr +W2 +W3 • M4) MAX ORMIle •= WI +74 • W2 +W3• MULL LE)l rN = H1 • •• Mla Dade Product Coatnd DirWn Dote oat.: 4/28/00 D.KrfpUonr ARRANGEMENT DETAIL T,u r 1 " STD. WALL MULLION S.r(n /Medal MULLS w •••• • • • •• •• •••• • • • • PR000CrRLbb1S D • Damn od aloft t e Acceptosee Es to Revisions: Scat.: NTS Sn..t: 1 ar 5 Ora.in4 No. 6620 • • • • • • •• R .r. •••• • Nig6riVEO AS COMPLYING WTI 1 DIE. s Tm, rLORRVIBUILOIROtCEDE • et• .��m�s� :.r _ PROD T NTROLOMSION , BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE N0. 00 " Qq I E ,ar • • GLAZING PRODUCT H . MVWON GLABNC PRODUCT H1 742 GLAZING PRODUCT H L ANCHORS: TYPE'S'. BOTH ENDS w TTP. MULLION GLAZING PRODUCT WI W2 W Wt +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H ANCHORS TYPE B ; C' OR b' 50774 ENDS L NorFS 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLET) TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT et NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 GLAZING PRODUCT , T I MUCUON GLAZING PRODUCT NI J H - N1 +N2 j1) WINDOW MULLEQ W /ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W �/ lI ANCHORS: TTPC.. OR b' 80TH ENOS 2 7- y Robert I,. C! P P.E #39722 S �l'1 11 TA 1 IUT INDUSTRIES w mcHORs ITYM A' 1 —F— w W -Wt +W2 H -Ht +M2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = Hl Avant By: run Om 'r run B P.J.P. 1070 TECHNOLOGY ORNt P.O. BOX 1522 NOKOMIS, FL J4275 NOKOMIS, FL J4274 ANCHORS: TYPE 8', 'C' OR b' BOTH ENDS CAkd By —w l— F— w2 —I —wJ— w W - WI +W2 +W3 14 - NI +742 MULTIPLE WINDOWS MULLED W /ONE ABA • FOR D:TER141,14VG MAX'ALLt7WABLE DESIGN PRESSURE SE£ TABLES ON PAS6. t5. Ct: 5 • M3) MAX (w /f . H OR Hi +H2 MULL LENGTH = W OR Wr +W2 +W3 • M4) MAX ORMIle •= WI +74 • W2 +W3• MULL LE)l rN = H1 • •• Mla Dade Product Coatnd DirWn Dote oat.: 4/28/00 D.KrfpUonr ARRANGEMENT DETAIL T,u r 1 " STD. WALL MULLION S.r(n /Medal MULLS w •••• • • • •• •• •••• • • • • PR000CrRLbb1S D • Damn od aloft t e Acceptosee Es to Revisions: Scat.: NTS Sn..t: 1 ar 5 Ora.in4 No. 6620 • • • • • • •• R .r. •••• • Nig6riVEO AS COMPLYING WTI 1 DIE. s Tm, rLORRVIBUILOIROtCEDE • et• .��m�s� :.r _ PROD T NTROLOMSION , BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE N0. 00 " Qq I E ,ar • • P.C. be MULLION MULLA:W CEP CUT FLANGES Off OF WILL OUP TO FORM A "tr-CNENNET. AND INSTALL AS SHORN • MULL •• }. MIN P.Q.T. WALTON 2 h al FOR s• MULL TYPICAf MUI 1 ION TO MUI I ION INSTAI I ATION TYPF "A" BUCK 4, r _. 1 Mffs'. ) I r _2- OR 4 NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET .3. QUANTITY OF ANCHORS FOR MULL—TO—CLIP 1S THE SAME AS THE QUANTITY OF ANCHORS FROM CUP—TO—OPENINC, 2. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 ' IMPORTANT: QUANTITY' OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. /52 rm. S.M.S. STAGGERED ON OPPOSITE VOCS (SO As wr ro PITEDTRE 111771 EACH OM(R) OR 4 TYP CAI MULLION TO STRUCTURE WITH WOOD BUCK TYPF V", /12 S.M ALL FAS MUST BE NOE COUNTY AAPROUSL SIX 74026 ,11 / 22 F.H. SEES. STAGGERED OM OPPOSITE SIDES (SO AS NOT TO 9(168(686' WITH CACTI OTHER) 506 74016 /1 112 14000 SCREW (129/) MW. tt MUD 11900 . ALL fXSTTNERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 . . Robert L © airIcP P.E. #39712 Strurtnntl *000 BUCK 1070 ITCHNOLOGY ORItt P.O. BOX 7229 NOKOMIS FL 34275 NOKOMIS. FL 34274 1 .---2" OR MIN.— t mi.) --,-, e ib (nip, 1i MIN. I r ....I • • TYPICAI MU! LION TO STRUCTURE WITH WOOD BUCK RFMOVFO FROM CONC. TYPF "C". 1-2 OR • • • • • • TYP CAL MUI 1 ION TO STRUCTURE WITIII WOOD BUCK AND CONC. TYPE "D" •• • : PRODUCT RItsco • 4....•tay&I /10161 MARIA Code Mamma Ile -0 Oho 5 EapIngloR Dee riteraftS–tege.*Y M Iwo O. Prodect COM./ OMAN Rev*d Br IDatc Chk0 Br rt.: Relohlats: Omen By: P.J.P. 444 4/28/00 /II F.N. S.M.S. STAGGERED ON OPPOSITE 51062 (SO AS NOT TO ENTERPTR( WIN EACH OMER) SEE Norr /7 MIN 14' TAPCON (2461) MK t4 PENETRADON • . CONCRETE OR BLOCK • STRUCTURE ALL rA.srescrts MUST 0.406 COUNTY Aeneoveo. sa Nom /5 Deserfpflom CLIP & INSTALLATION DETAIL no 1" STD. WALL MULLION /12 F.N. STAGGERED ON OPPOSITE s (50 AS fq; • EACH OTTE ) wriyrst • • MW. 4 , sir Norr • NV) MW. 74 PENETRATION INTO 007408016 08 ALOCK STMICIVRe AEC (Asruvus • • • • • • • • • • • • • Serks/Mode: Scott: — Shoat Onvrtng No. MULLS NTS 2 5 6620 • • • • • /Ter • • • • • • • • • • • APPROVED AS COMPLY:42n WPM konioA SUILOWG COOE • • • U 05 4 PRO CT (ROL OIVISION (WILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00' IMPORTANT_; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x h 1 x 4 x b A ' 1f • 0 114 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) 4- — 1 4 MAX. .i¢IE: R 1. REFERENCE TEST REPORT F7L- 2902,2903 AND 2975 el 7/ 2. 1" MULL CUP ,FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 PST INDUSTRIES Read By: role: Omen Br P.J.P. 7070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL J4274 1 i 2 L 4 MIN. FROM END (TYP) i_FL 1" MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 • • • •• • 7: .:CND MP)* • 1 -1-01-•.0E;•-•-e— • .... • •• •••• 1' MULL CLIP �YfTABS A QVEQ FOUR (4) ANCHOR LO S EXITlI;1tn / 1099 • Ct,ke By: lOal.: Bau /28/00 S.rfe ee.I: MULLS • • •••• • • 9IWDUCj REVISED• ••• • • • • 1•`.”7/4.1•40, O.1S.t1d. Mi.CYE0 AS COMVVC `5t11� tp4r. :I.. A ••DA !Un brig a.q.oee N,O .O OS uSI4 Etgetlko Otto DATE Br M!•. MM PItld.41 Control PR DI,w.. Revision.: Scot. NTS 3n.•1: 3a5 •••• • • • MIN. PROM: • • • • • • • ONTROL OIVISION BUILOINO CAGE COMPLIANCE OffICE .r�cFV.rp Nrt 00- b9 12 .O7 0..cn'ptien: 1" MULLION CLIP ANCHOR LOCATION 011.: 1 " STD. WALL MULLION 0ro.fnq No. 6620 Rev: 1 3 4 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Q Robert L ark, E. RE. 1739712 Structural 7 x STD. WALL MULLS MAT'L: 6063 —T6 It INDUSTRIES 4 k..ed Or bate: Oro wn By: P.,/. P. 0..crfption: PROFILES 070 TECHNOLOGY am P.O, BOX 1529 NOKOMIS, R .54275 NOKOMIS, FL J4274 " STD. WALL -- 8 (TYP) +d By: Sor r. /Mod.I: MULLS Oat.: OoU: 4/28/00 • • • • • •• • • ••.• • • • • •..• • •• • • PRODUC�T��JIt to tomPITI i t;.tiinds EtykOng Etpirnn t D.te d. Prodoct Cooing R.vteion.: MULLION SaeN: SA.et: NTS 4 a 5 • •• • • •••• • • • • •• • • • • • • • .••• • • .•• • Droving No. 6620 . •• • • • • • • : •••• • •AltPkitt•OgA�SS CCOMIN , t��O��W MIE "`RU( guitar • •Tv C I e• BY MIo DPAsio. PRO.. • NTRO! DrNSION OV1O NG CODE COMPLIANCE 0 CE ACCEPTANCE N0. 0 Rev. chors 50 70 ; 80 1 90 T 100 1 110 120 130 • 156T _ 42 48 307.625 ____ 54 60 129 _ 83 _ 70 57 115 73 107 67 104 103 I 103 103 103 103 103 61 63 ;• 61 i 61 61 61 61 170 L 170 ! 170 55 52 I 50 : 49 49 49 49 49 _61 49 44 41 ! 39 1 38 38 38 38 38 - 41 35 31 29 27 ; 26 25 25 • 25 25 63 __ - 66 . 72 76 78 ----64 90 96 108 111 __ _144 35 . 30 30 26 27 24 I 23 i 22 21 19 18 21 20 20 20 23 18 17 17 17 • 23 20 _ 18 - 20 17 _ 15 _--I— 17 15 16 I - 112 - _ " - ___, _._� - j "_� ' - _ _ _ - - I - - - - - i - I - - - 92 — I - _ -- - - - L - - - - - - - _ - I - - - _ - - - i' - 1 - - - 1 - _ T . -- - - I - 59 111 ._ 83 - _ - - - - - - - � (.125 ichors L_ . 5 0 OPENING WIDTH IN INCHES 100 I 110 ( 60 1 70 80 90 120 130 160 42 48 50.625 54 60 63 66 170 170 170 170 170 170 170 170 L 170 ! 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 I 170 162 158 157 157 157 157 170 170 170 170 157 143 , 134 127 124 122 122 122 160 141 128 119 112 108 106 106 106 145 127 115 106 100 96 93 92 92 72 76 78 142 120 105 95 87 81 77 74 72 71 120 102 90 81 74 69 65 63 61 59 111 94 83 74 68 63 60 57 55 53 84 88 75 65 59 53 49 46 44 42 33 40 90 72 60 53 47 43 39 37 35 31 96 59 50 43 38 35 32 30 28 27 24 16 108 111 41 38 35 30 27 24 22 20 19 18 32 28 24 22 20 19 17 16 _ 144 17 - - - - - - - 1 x2x.125 2A - 1 . x4 4A OPENING WIDTH IN INCHES NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. .1-<(/‘ 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert L Clark, P.E. P.M A39712 Structural T INDUS-TRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL J4175 TItl.: Drawn P.J.P. I,Opening Width Rrv.d el: rate: Vertical Mull Mull Length Horizontal Mull F1 I i. Opening Width h — L _ 1 — Mull Length • I. • • Multiple Mulled Units • CAM •• • MuIP Length i • •• • • Opening • Width • Oete: Dote 4/28/00 De.afptian: PRESSURE CHARTS • • • • • • Rni.bna: 1" STD. WALL MULLION ••• • • •••• • • • • .: • • • •• • • • • • • • rRadbcr Rt vial • • • • .ice . • •• "7:::f • . o.. . , ee R adaalG 9 1'ia• E. • • •IP . • AP COl4 • S AN p A u�a qo� • 'JUTt or tf 1 11 .r' �!, PROP : ROL ONISI0N BUILDING CODE COMPLIANCE OFFICE ArCE No 00 -09,2. or SeNot /model: - ' Sao M: • Shoot:. - Crowing No. P.O. BOX 1529 NOKOMIS. FL 54274 MULLS NTS 5 0 .5 6620• M1AM E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco, LTD. 5245 Old Kings Road Jacksonville, F132254 SCOPE: • • ••• • • • ••. • . • . • • • .• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 90* • • • • 00* • • . • • O • • • • • . • • MI s�ID COUNT}(, FLO • . • • • s • VET4 15ADEkAGLER BUILDING • • • ▪ • • via WI'ST HALER' STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 .. . . • • .. (3Q5,),375-Z�p1 FAX (305) 375 -2908 • • • • • • • • • • • • • • • • • 00* . . This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade Coun ty by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other where allowed by the Authority Having Jurisdiction (AHJ). ty This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AEU (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by D ._. n g c Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "MPRW" Aluminum Horizontal Rolling Window APPROVAL DOCUMENT: Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact)", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22/03, with revision date 09 /03/03, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval s vi Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. the MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ci state and following statement: "Miami -Dade County Product Control ty ' Approved ". unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the g performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. '/)5 - la °o NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 Page 1 Kinco, LTD. A. DRAWINGS • • •. • • • ••• • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • ••• •••• • • • • • NOTICE OF ACCEPTANCE: £ViflENCE SUBMITTED ' •• • • • • . •• • • . . • . • • • 1. Manufacturer's die drawings and sectfons. • • • • • ••• • • • 2. Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22103, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry . Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Certified Testing Laboratories, Test Report No. CTLA -1048W dated 4130103, signed and sealed by Ramesh Patel, P.E. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98 and structural analysis, prepared by Al Farooq Corporation, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None E. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS 1. Statement letter of conformance, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 615/03, signed and sealed by Humayoun Farooq, P.E. G. 0TH R 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (FBC). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 3 12- ILJL7f. 0.LO. (VWT) KNOCK WIDTH 30 3 VENT w1DTM 33 t1 /10' 33 11/10' O.LO. (YEW) FLANGE FRAME 74' BUCK 01M. 30 3 /e VENT wit TN 33 11/10 EIP L� .A ELINAnQN TES7Eo LWI1S 33 11/10 0.L0. VOL LIE) 12' MAX. 12' SIN FRAME MAX. 7' MM. HEAD ALL CORNERS 7' MAX. HEAD /Sill CORNERS fi FALSE NUNTTNS OPTm*I. 1 /e MN. OtA13 t /0' ANN. CLASS ONE PMT SIMONE ►ECOM 015 OR TWO PART SILICONE d e 4 'rECOM yew ■i 3/e' OVERALL INK 3/4" O ERALL TllK GT,,ASS TYPE 'A' MpHW MUM HORIZONTAL STdfING WTNDO$ DESTON LOAD RATINGS FOR THESE YRNDOWS TO DE AS PER Dom OWN ON SHEET 2. SEE NOTE t /e' NEAT STREW. CLASS SEE INTIMATER EGDN WINDOWS GLAZED NM LAMINATED CLASS RATED roR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. ANCNORINO OR LOAOINO CoNomoNS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPROVAL 1/0' NEAT STREW. GLASS ONE PART SRICOM 'PECOM 015' OR Two PAR SILICONE d 1 .14 rOOM tee' CA. 14J11ArOVn rASL7S" STRICTURE! M PE t,11267 CAN, ! 1 /0' ANN./1170. CLASS 1/4" AIR !PACE 1/e ANN. CLASS INTERLAYER SEE NOtn DELOw 1/0' ANN. OCAS! ONE PART SILICONE PECOM 095' OR TWO PMT SILICONE (11' YECOM 905 1 /0' MN./TEUP. CtAtS 1/4' NR SPACE 1/e' NEAT STRfN. CLASS • • 3/0• OVERALL TMK 3/4' OYIM TNF GLASS TYPE 'B' •••• This PRODUCT IS OEitcNE0 TO COMPLY 14IM THE !0044 moat . MUNRTCAN[ ZONE or THE 2001 PLOIUOA OVROINO 0003. ALSO FOR 141110 LOADS At PER ASCE 7 -00. ASCE 7-83. ASCE 7-35 OR ASCE 7 -33 AS REQUIRED 01 PREYMJNO MAL MO COOL 14000 DUCKS ITT OTHERS. MUST OE ANCHORED PROPERLY TO TMHSF[R LOADS TO THE l .. 36 .43 �p�r 200 ANCHOR! SHALL DC AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMOEDMENT TO BASE MATERIAL SHALL DE O3YYON0 WALL ORC331N0 OR STUCCO. INTERLAYER SEE NOTE BELOW 1/0' MEAT STREW. CLASS ONE PART SILI00•E• • PECOM 0956 OR Fill PMT 51LJ(OIIE• • 1111 iD 'PSCOM 105' • • • ■ • •• •• • AVM ► 11fT! AY '3s• • • • • .100• %LOA 4P • .090' SOLITTV•SIiLEX PVB .090 :WOW BLAACITE • • • • • ••• ••• • • •• • • • • • • 0• C • 431PF• PM.W.Y.. • N n a is 2 4 d rawing no. W 03 -33 � sM.t T of 6 k 1 • • • . • • •• • •• • •• • • •. • ••• • ILISZI:A411 ; I( I 1 I I .:: #F :: - 4 1, 11 z:4::L:Ii: CO ' 1 _ __ , I . 1:i // I 9i`�� 1� '/ 1 ::: # p :::44 II 11 :::::: .4s I; ,1 4 : Ilm 3 12- ILJL7f. 0.LO. (VWT) KNOCK WIDTH 30 3 VENT w1DTM 33 t1 /10' 33 11/10' O.LO. (YEW) FLANGE FRAME 74' BUCK 01M. 30 3 /e VENT wit TN 33 11/10 EIP L� .A ELINAnQN TES7Eo LWI1S 33 11/10 0.L0. VOL LIE) 12' MAX. 12' SIN FRAME MAX. 7' MM. HEAD ALL CORNERS 7' MAX. HEAD /Sill CORNERS fi FALSE NUNTTNS OPTm*I. 1 /e MN. OtA13 t /0' ANN. CLASS ONE PMT SIMONE ►ECOM 015 OR TWO PART SILICONE d e 4 'rECOM yew ■i 3/e' OVERALL INK 3/4" O ERALL TllK GT,,ASS TYPE 'A' MpHW MUM HORIZONTAL STdfING WTNDO$ DESTON LOAD RATINGS FOR THESE YRNDOWS TO DE AS PER Dom OWN ON SHEET 2. SEE NOTE t /e' NEAT STREW. CLASS SEE INTIMATER EGDN WINDOWS GLAZED NM LAMINATED CLASS RATED roR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. ANCNORINO OR LOAOINO CoNomoNS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPROVAL 1/0' NEAT STREW. GLASS ONE PART SRICOM 'PECOM 015' OR Two PAR SILICONE d 1 .14 rOOM tee' CA. 14J11ArOVn rASL7S" STRICTURE! M PE t,11267 CAN, ! 1 /0' ANN./1170. CLASS 1/4" AIR !PACE 1/e ANN. CLASS INTERLAYER SEE NOtn DELOw 1/0' ANN. OCAS! ONE PART SILICONE PECOM 095' OR TWO PMT SILICONE (11' YECOM 905 1 /0' MN./TEUP. CtAtS 1/4' NR SPACE 1/e' NEAT STRfN. CLASS • • 3/0• OVERALL TMK 3/4' OYIM TNF GLASS TYPE 'B' •••• This PRODUCT IS OEitcNE0 TO COMPLY 14IM THE !0044 moat . MUNRTCAN[ ZONE or THE 2001 PLOIUOA OVROINO 0003. ALSO FOR 141110 LOADS At PER ASCE 7 -00. ASCE 7-83. ASCE 7-35 OR ASCE 7 -33 AS REQUIRED 01 PREYMJNO MAL MO COOL 14000 DUCKS ITT OTHERS. MUST OE ANCHORED PROPERLY TO TMHSF[R LOADS TO THE l .. 36 .43 �p�r 200 ANCHOR! SHALL DC AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMOEDMENT TO BASE MATERIAL SHALL DE O3YYON0 WALL ORC331N0 OR STUCCO. INTERLAYER SEE NOTE BELOW 1/0' MEAT STREW. CLASS ONE PART SILI00•E• • PECOM 0956 OR Fill PMT 51LJ(OIIE• • 1111 iD 'PSCOM 105' • • • ■ • •• •• • AVM ► 11fT! AY '3s• • • • • .100• %LOA 4P • .090' SOLITTV•SIiLEX PVB .090 :WOW BLAACITE • • • • • ••• ••• • • •• • • • • • • 0• C • 431PF• PM.W.Y.. • N n a is 2 4 d rawing no. W 03 -33 � sM.t T of 6 k 1 • • • . • • •• • •• • •• • • •. • ••• • 060ICN LOAD CAPACITY - POP (X0 OR OX !1225) 1117(501101YS. A 01.136 Mt 'A' 014!! `7P9 '0' (1t 2113 1/4' fAPCONS 112 QM! 1/4" I'APCONS MOM MOON? D1.(4) OR.( -) E17,(4) IIR.( -) EXT.(.) OR.( -) OQ.(4) 1841( -) 26 -0/2' 3r 63 -1/8' 75' 28' (3) 3 604 70.0 00.0 70.0 60.0 004 00.0 00.0 3 00.0 70.0 00.0 70.0 00.0 00.0 004 00.0 0 00.0 70.0 00.0 70.0 00.0 00.0 00.0 00.0 6 60.0 70.0 60.0 . 70.0 00.0 60.0 00.0 00.0 20 -1/2' 37' 53 -1/0' 73' 30 -3/6' (3) 3 60.0 70.0 60.0 70.0 00.0 010 80.0 00.0 3 60.0 70.0 40.0 70.0 004 604 00.0 60.0 0 604 70.0 00.0 70.0 00.0 80.0 60.0 00.0 0 00.0 87.1 80.0 07.1 00.0 00.0 60.0 00.0 26 -1/2' 37' 63 -1/0' • 75' 60 -6/0' (4) 3 80.0 710 80.0 70.0 00.0 00.0 00.0 00.0 3 00.0 . 70.0 00.0 70.0 r 00.0. 764 00.0 00.0 5 00.0 084 00.0 00.1 40.0 00.0 MO 00.0 6 00.9 60.9 00.9 00.1 00.0 704 • 00.0 00.0 26 -1/2' 37' 03 -1/8' 75' 03' (6) 3 00.0 70.0 00.0 70.0 00.0 004 ' 80.0 030 3 00.0 614 60.0 06.0 00.0 61A 604 00.0 0 00,3 60.3 00.3 00.3 00.0 71A T 00.0 00.0 6 40.0 40.0 40.0 40.0 00.0 00.7 60.0 00.0 23' 37' 49' 01' 73' �3 3 00.0 710. 00.0 70.0 00.0 60.0 • 010 00.0 3 00.0 70.0 030 70.0 00.0 60.0 00.0 00.0 4 60,0 70.0 00.0 70.0 00.0 00.0 60.0 00.0 5 00.0 ?CO 00.0 710 00.0 60.0 60.0 00.0 0 110A 70.0 80.0 70.0 00.0 00.0 00.0 00.0 2E' 3? 49' 01' 73' 3 004 70.0 00.0 70.0 80.0 60.0 00.0 60.0 3 00.0 70.0 00.0 70.0 00.0 00.0 004 00.0 37 • 010 710 00.0 710 00.0 010 00.0 00.0 13) 6 60.0 70.0 00.0 70.0 80.0 40.0 010 00.0 6 60.0 70.0 00.0 70.0 00.0 00.0 00.0 004 23' 37' 1 +' 81' 73' 3 60.0 704 00.0 70A 00.0 00.0 00.0 60.0 3 80.0 70.0 00.0 .70.0 00.0 71.1 00.0 00.0 44 4 00.0 70.0 004 70.0 00.0 70.e 00.0. 00.0 () 6 80.0 04.6 004 04.6 00.0 00.0 60.0 00.0 0 04.0 04.0 14.0 540 60.0 00.0 00.0 00.0 23' 3? 49' 61' 73' 3 00.0 70.0 00.0 70.0 00.0 00.0 60.0 00.0 3 60.0 03.6 00.0 09.3 00.0 034 00.0 00.0 �S� 4 66.0 53.6 604 50.0 00.0 '444 00.0 00.0 6 47.0 47.6 47.0 47.0 030 042 60.0 00.0 0 42.5 42.6 42.0 42.6 - 00.0 64.4 80.0 00.0 1 A ■ NO. OF ANCHORS PER MAD & SILL . ( ) - N0. OF ANCHORS PER JAMS FUNOC 0040 SEE SHEET 1 FOR GLASS DESCRIPTION ®® 3 3 0 a 3 3 6 0 3 3 0 6 3 3 0 a 3 3 4 s 6 3 3 4 6 a 3 3 4 60.0 60.0 00.0 40.0 00.0 80.0 80 60.0 00 .0 00.0 60.0 00.9 40.0 00 60.4 40.0 000 00.0 00.0 40.0 60,0 00.0 00.0 60.0 00.0 00.0 00.0 60.0 00.0 70.0 70.0 70.0 70.0 70.0 70.0 70 47.1 70.0 70.0 074 00.9 70.0 07.5 60.4 40.6 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 00.0 00.0 00.0 00.0 00.0 60.0 40.0 00.0 00,0 00.0 00.0 •00.0 00.0 00.0 00 00.0 •000 604 60.0 MO 00.0 00 00.0 00.0 00.0 00.0 60.0 000 00.0 00.0 00.0 00.0 60.0 ao.o 00.0 00.0 00.0 ao.o 00.0 80.0 00.0 00.0 00.0 00.0 00.0 00.0 80.0 00.0 00.0 00.0 00.0 00.0 00.0 40.0 •o.o 60 d • 401 • 80.0 26 -1/2 30' 25' 52 -0/0' (3) 74' 26 -1/2' 30' 37 -3/8' 32 -1 /r (3) 74' 25 - 1/2' 30' 49 -5 /8' 82 -1 /0' (4) 74' 25 -1/2' 30' a2' 62 -1/6' (3) 74' 24' 30' 46' 60' 72' 24' 30' 45' 0o' 72' 24' 30' 46' 00' 72' 24' 36' 46' 00' 72' DHACN LOAD CAPAcm' . - PS? (X0 OR OX 61285) !VCX DINS. 24 (3) • 3r ( 46' ( FIN FRAME WINDOWS s 00.0 0 04.0 3 00.0 3 00.0 4 38.9 5 47.7 4 42.6 00.601 Pt ' A' ' S3 10 CaDIEMEERMEM 04.9 24.0 70.0 70.0 65.9 47.7 42.6 00.0 00.0 00.0 60.0 60,0 000 60.0 A '• N0. Of ANCHORS PER MEAD k SILL ( ) - N0. Of ANCHORS PER JAMB 0A. KAIATOV■ T■AOOO ST11VCTVRQ M Pt 1'16887 CAN. 15.31 80. eo.• • • 015.a 00.0 6CA 064 • • • • ••• • • • • •••• ••• • • ••• •• • ••• ••• • • • •• • •• • • • • •• • • •••• • ••• ••• ••• • • •• drawing no. WO 3 - 33 100.12.0 D •• • •• • • • •• • •• ••• • • ••• • • • • TYPICAL ANCHORS StS .tLLV. FOR SPACING ISY OR 2EY MOO DUCK TrICAL MICMOM BCC MY. FOR SPACING N[TAL Sinalists (rim OR ALUM. t /E' MN. THICK) tTttl I fy - ]e KSI MIN. AWMIMld t 0003 —T3 MIN. TYPICAL ANCPIORR SQ ILLY. FOR SPACING M000 DUCK TYPICAL ANCHORS• sct cuv. FOR SPACING 112 SVS INTO 2SY WOOD BUCKS OR W000 STRUCTURE 1 -1/2' MIN. PENETRATION INTO W000 1.14116=00 INTO 2SY WOOD BUCKS OR WOOD STRUCTURE 1 -1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC.OR MASONRY VIE TFKS flR Sf't F ORII t tNG SCREWS INTO METAL STRUCTURES (I /d' MIN. THICKNESS) (ye MAX. SHIM SPACE) /10 SACS f1R SA F 11RR t IND SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) T EEPHOLES: Wt - r x I/4' WEEP HOLE WITH PLASTIC BAFFLE AT S FROM EACH END. ••••• • • •••• • • • •• • • • WOOD BUCKS NOT BY KINCO, MUST SVSTAIN LOADS IMPOSED BY GLAZING SYSTEM MD TRANSFER THEM TO THE BVILOINQ STRUCTURE. [non DR. hAAYDVTITNISr' STCivAD PC PIA PC / CAN. LIM • • • •• • • • • • • • • • • • • •• • •••• • •••• •• • • • • •••• • • •• • •••• • ••• ••• ••• • • LIANGE FRAME WINDOWr • 1 Crowing no. W03 -33 .Mat j of 8 4 • • • • • •• • • • •• • r• ••• •• • ••• • ••• • 1!Y OR 2EY WOOD DUCK TYPICAL ANCMORt • 2CC CLCV. 1/4 SI M EXTERIOR M1HOOw wIOM 0. LAY0 OX OPPOSITE OA., CPO. MICA. ANCHORS ?CL ELEV. fOR SPACING �ijl'yiirtiiiir.:.• •••• •• • • • • •••• • • •• • • • .. •. .... • • • • • •. • • • • ••• • • • •• • ••• 1 FLANGE FRAME WINDOw • RLUSTRAIM OTU. ONLY O T. OR TNT. M OSHCf NOT 0r !a TYPICAL ANCIAR$ t[! £LCV. FOR RRACTNO rac` ANCHOR ftt [t.[V. TOR tRACCq TYPICAL ANCHORS. Sc[ cux. rot SPACING /tn SMa INTO WOOD STRUCTURES 1 -1/4' MIN. PENETRATION INTO W000 11O SMS AR S_nF DRILNQ,,,4CREWS INTO DAOE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY CLAZINC SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • •• • • • •• • • •••• •• • • • • • •••• • 1 • • • • •• •• ••• •••0•• • • • • • •• • • • •• • • • •• • •• • FIN FRAME WINDO drawing no. W03 -33 i11oat 5 01 e • tYPICA. !J(0>•ORS SEE ttZY TOR SPACMO EXTERIOR /12-1a111/1 OX OPPOSITE D.L GPO. WOE COUKTY MPR'D LRR110N • • • • • • • SU SEPARATE NOA • • • • TYPICAL MOTORS • • • • • TYPICAL SEE ELEY. TOR SPACING W000 STRUCTURE NOT T' KINCO LUST SUSTAIN LOADS Demo UY OLA2R(O ST1TEM M46 TAOISM TNLU ro TNt SURFING STRUCTURE. TYPICAL ANCHORS SCE LEY. POI SPACING •• • • •• • • • •• • • • • • • • • • •• •• ••• • • • • • • • • • • •• • • • •• • •• • FIN FRAME WINDOW drv.dnq no. W03 -33 snot 8•f $ • t1t1� 1.107 12134 / PART 1 i17Axrt?Y aetCRD'nox KATLRIAL WA1P. /SVPPUUZR /RtXARK3 � V I s 1.000 .013 i 1.610 1 I Li `■ -' A62 1 77P, I j I -•� 1 1A 4002043 K00 -2033 1 1 114440 NM - FIANCE IRIMC HEAD - fel 6007 -76 0003-76 LI1.7 1 ' `.N 4700 x 1Y ' 497 1 .nj 4 I � TrR 0 2 0 ,.. M 0 p, 44 U 0 8 �• ^ A �1 t KC0 -271 1 IRAM0 SKL - FIANCE 0003-75 - '2A 400 -272 1 FRAME SRL - FIN 0003 -T0 - I ..1 .120 -41.- VENT TOP/BOTTOM RAIL 3 KC0 -273 1 tRl TRACK 0043 -T0 - 4 K00 -2042 1 rRMIo Jae - VIM - 01ANCE 0043 -15 - M K00 -2052 1 FRAME JAWS - VET - 0704 0063 -10 - ,013 1 1.563 (FIN) ,71 0 KC0 -241 1 FR4Mt AMA - _XLO - (Vent 0003 -74 II Lite FRAME. HEAD II 1.543 (rt. ACE) 6A 1 RA Awe IMt e - /1X00 - /7N 0053 -T6 - Mee FRAME HEAD .997 1207 6 KC0 -2044 1/1E147 FIXED 410. RAIL 6063 -T0 - 7 KC0 -2047 2/Vt T MR TOP it 0077. PM. 5003 -70 - 0 KCO -2044 1/00EM VIXT 14711LOCK 6003 -1.6 - Mt 1.301 AT .017 VEHT ITCH • KCO -2040 1/vENt V[NT JAMS tTR[ - 0007 -16 - ,et! 1..765 1.127 1. 1 ( ' .749 AM T J Alf .0713 ' M ,012 3467 I I .070 --�' ri e TP. O .749 470 1.,701 1 A70 I AVE 10 RP -000 4/ 1.x01. 421 SEAS 7/6' RI000 PVC 10A RP -001 4/ UM O0A21K0 sus 3 /6' AK:IO PVC - %1 11 L - 041 2/ VENT 2WtP tATCN, 2 -s /0' WHO MT.ON AT e ! 4e' FROM 0017014 4 , lt70 12 - 1/IATSN tLAF 6141140 ST. STEC. ,. • x yi d C • • . o 3110 13 VT7-2000 A2 RC00. 01.433 SPACER POLYPRO /EP014 DOA. 0VR0METER .062 I TYT. 14 - - - - - 14 E23101040 AS R[00., 1104 SEAL R'dTNC1tS1TP - OLTRAFA2 .167 X .150 OR COON. L371 1.91.7 16 Tr 31711M Al 01000. FM STA . WCATHCRST1P - VLTMfAO.167 X .170 OR [OVA. l it Lit6 lI -4333 AS 14 RSTRIPnNO 1.: 6.437 10 AS 00. 4537 - 1 P'N SM� STILE 1f - 2/000040 FIXED R4. SCREW -5RL - 16 x 3' PM SMS 1- Ltn FRAME SILL (FIANCE) L9t1 20 FRAMS SILL (FIN) JAMB 21 - 2/PANCL ROLLER HCH3340 4 OVIDE CHAN AT EACH 0040 of VENT 2.691 . »5 XIfe .06t TYP. _. _ 1.370 22 - 4/14410. ROLLER 090495 - • . 1.603 � 23 - 4/144040. FALLER SWOT ST. 31111. - .. 0 - • • • (J 7i .375 Mt TTP. ^ 2.00 . TYR _ 24 - 2/7/81000 wilt[ NYLON AT 4' FRaNF EACN'CND • ' • II 2 - 20 - 2OMn2 _ DAF►LE SCREW - #6 x • • • •n .31 t6n T I L1t , 1374 301 1 j i JE, L371 - - •••• .. r • • • 9 ..•• • • A • • • • • • '�3 T ISM. L • .075 FRAME i f . 12 JAMB (FLANGE) MEETING ■u37 RAIL FRAME � B t ( Lt70 A6! TYR - 200 1 r- w iI , � i 41I4 F NOM fi • :1 •' • 1.723 4563 1 nor LL I163 373 1..691 A6 I M10 1, r ,150 p�. i i Jif . •t • • I , • • • • • • 4063 »! 12H Ir ' II '^ .163 GLASS SPACER SCALE 1:1 • • • . • • i ISMO 1..773 f.76! .1201- t0� • TP. 11491 L ' j II • � 1; x f u »-1 eta FOXED Moo. RAIL r j � I . is Di n o HuuA7Ckni rM000 smucruRCS 6A 07 0 4 2003 x I.475 Mt •1- ac� 0 ..1-4;17-1 c I } '� 1.700 4" ar**Inq no. . W03 -33 �1 FIXED FRAME 612 } JAMB L n5 1- (FLANGE) 1 . 17:1 /23 SILL TRACK OLAZINO 6EA0 SIZING BEAD 7/6 CLASS 3/5• CLASS FIXED .113 FRAME f16o JAMB (FIN) ••• • • • ••• • ••• • •• • •• ••• • • • ••• • ••• • VFNT TOPJROTTOM CORNFR1 1� ANOE FRAME TOP 1X2RNFR JaMsr—Mair—ECCOUL CORNER FIN FRAME TOP CORNFTi • • • • • • • • YIN FRAME BOTTOM CORN • • • • 10", 6 sntUCMts IM004 M K 4. 0 4 2003 • •• • • .• •• • • ••r • •• • * v • •• • •• • • • •• • • • •• •• • • • • 1 1 2 N A' drawing no. W03 -33 .Met of ••• • •• ••• • ••• • ••• • ••• •••• • • •••• • •••• • MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco Limited P.O. Box 6429 Jacksonville, FL 32254 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after thc expiration date stated below. The BCCO (In Miami Dade County) and/or thc AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Series "MPSII -41" Aluminum Single Hung Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. W01 -81, titled_ Series "MPSH -41" Aluminum Single Hung Window, sheets 1 through 6, prepared by Al -Farooq Corporation, dated 12/26/01, with revision A dated 02/12/02, signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. D& -1q81. • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • •• • • • • • . • • • • • ••• MIAM1 -DADE COUNTY, FLORIDA • METRO -0ADMILAGLER BUILDING • '14 l \EST FLAGLER•STREET, SUITE 1603 : 24 ‘41, FLORIDA 33130 -1563 • • • ("305) 37S -290 FAX (305) 375 -2908 •• • • • •• ••• • • • • • • .• • • • • • • •• • • • • • ••• •• • • • •• NOA No 02 -0128.06 Expiration Date: March 14, 2007 Approval Date: March 14, 2002 Page 1 O.LO. (FIX. LITE 14 1/2' MAX. o HEAD /SILL I 2 i -- / • • G ■ 47 1/2' 0.L0. (VEN 50' N WI 53 1 /0' 1/e' ANN. CLASS CLASS TYPE 'E' 3/9' OVERALL THK. LAMINATED BY 'MOP' 097' MTERUYER SEASTORM TYPE • CLASS TYPE 'A' 3 /8' OVERALL THK. LAMINATED BY 'CARDINAL' GLASS TYPE 'C' 3/4' OVERALL 'MK. LAMINATED 5T 'CJJLDINAL' 1/5' MN. CLASS ONE PMT SILICONE 'PECOM 893' OR TWO PART SIUCONC PECOM 9155' 1/5' ANN. CLASS 1/4' AIR SPACE 1/6' HEAT SIREN. CLASS .090' PV6 INTERLAYER 1/5' ANN. CLASS ONE PAM SILICONE 'PECORA 595' OR TWO PMT SILICONE I lay a 1 1 1 EYCOM 9e2 1/6' ANN. CLASS .090' INTERLAYER SAFLEI KECPSAFE 1/5' ANN. CLASS ONE PART SILICONE 'PECOM 695' OR TWO PAM SILICONE 'PECOM 9e5' 1/6' MEAT SIREN. CLASS .090' PVB 6M PUYER 1/8 ANNEALED CLASS ONE PAM SRICONE 'PECOM 595' OR TWO PAM SILICONE 1 ' PC CORA 955' ,1 1 1 1, CLASS TYPE 'H' 3/6" OYEMLL THK. LAMINATED BY 'CARDINAL' 1/6' ANNEALED CLASS 1/4' MR SPACE 1/6' NOMAIID CUSS .017' INTERL.AYER SEASTORM TYPE B 1 /B' ANNEALED CLASS ONE PAM 51UCONE PECORA 597' OR TWO PAIR SIL)CONC rs 1111 EC449155' CLASS TYPE '0' 3/4' OVERALL INK. LAAI?NATtD. 8Y 'CARDINAL' 1 /8' ANNEAL[D CUSS 1/4' NR SPACE 1 /5' ANNEALED CLASS 090' 1FFTERLAYEOL DUPONT BUTACTTE 1/5' ANNEALED CUSS ONE PMT SILICONE PECOM 595' OR TWO PAM SILICONE 'MORA 9e5' I I .14,a CLASS TYPE 'F' 3/4' OVERALL INK. L 4INATE° BT 'CARDINAL' 4 3/4' MAX. At HEAO /SILL CORNERS 1 e t , 1/6' ANNEALED OUSE .001' FILM TP0 ■2000 NR SPACE 1/6' POLYCARBONAIE 41! SPACE 009' FILM TP0 -2000 1/5' ANNEALED CLASS ONE PMT SILICONE 'PECORA 695' OR TWO PACT SILICONE 11111111Plk CCOM 965' CUSS TYPE 'C' 3/4" OVERALL INK. LAMINATED BY 'PROTECTIVE CUSS 1140.' 47 3/5' WINDOW WI F1ANAF FRAME 1 6' MAX. NUO /SILL CORNEAS 8 • 47 3/8' D.LO. (F1X. LITE) 13 1/2' MAX. MEAD /SILL • / 47 1/2' 0.L0. (VENT) •10' VENT WIDIN •52 1/ IIL1r10T1; Fc GRAYIG • TYPIC.AI _FL.EVATION TESTED UNITS • • • • • • •••• Emir: 0R. H� 4 Y*I.4 FM003 STAVCIUI119 FAA 98 4 14557 FEB 1 3 2002 • «••• • 1 • • • • • •• • • • • • •• ••• • • • •• •• •••• NOTES; L T1413 PRODUCT IS DE410N[0 AS PER THE 10901 PUMA 9UILDMO COOP 1994 EDMON FOR MIAMI —OADE COUNTY OP FI:ORIDAtsUI1DIN0 CODE. ALSO FOR WINO LOADS AS PER ASCE 7 USIII0 CORRESPONDING L0A09. • • • E. W000 !UCILS 6Y OTHERS. MUST et MOVED PRVERLr 10 nevgi . LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED•AB SHOWN ON DEI * • ANCHOR EMBEDMENT TO BASE MATERIAL S14AU. DE BEYOND WALS • DRESSING OR STUCCO. • • • • 0 BY FRO SU A PPROVED AS COMPLY1NGN4TH THE 50L/TH FLORIDA mama 0005 Ya1 1 1 O ° gg o. W 1 o U o o EN Aeg P 01 . r • KTROL DIVISION I Crowing no. CODE COMPUANCE OFFICE l W01 -81 ACCEPTANCE ND02.- 0112.4 4finoot 1 of 6) a u • • • • • • DESIGN LOAD CAPACITY - PST SHUTTERS NOT REQUIRE° BUCK DINS. CLASS TYPES 'A' 'R' OR Y' CLASS TYPES 'c' 'o' OR T CUSS TYPE '0' WIDTH KIWI' EXT.( +) INT.( -) EXT.(+) INT.( -) EM.( +) 1NT.( -) 24' 26' ( 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0. 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.o 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ti « ... �S 36' (3) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 44' ( 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 90.0 70,0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 05.5 05.5 24' 26' 32' 36' 40' 44' 46' 52' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 700 70.0 52' 70.0 70.0 70.0 70.0 70.0 70.0 ( 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 59.6 59.0 «r44 �S4YI; 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 00' 70,0 70.0 70.0 70.0 70.0 70.0 (5) 70.0 70.0 70.0 70.0 70.0 70.0 09.e 09.6 70.0 •70.0 70.0 70.0 03.9 63.9 01.0 01.0 66.1 06.1 60.5 65.6 63.1 63,1 60.0 00.6 «n*.s14Y3 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 72' 70.0 70.0 70.0 70.0 70.0 70.0 (6) 63.5 634 56.6 66.6 70.0 70.0 57.4 57.4 01.1 01.0 65.0 05.0 53.1 53.1 57,3 57.3 09,6 59.6 49.2 49.2 53.1 53.1 55,1 55.1 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. - a WINDOW YE MN (FLANGE DIMS) FIN FRAME WINDO • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER -JAMB. BUCK MOTH ••••. • • • •••• • • • •• • • • •• G••• • • • •••• •• • • • • • •••• • •• ••• • • • •• •• •••• • • • • • '• •••• • • • •••• • • • •• • •••• • • •• APPROvED AS COAPL1N0 'IMT1171i5 0 TMM E eY PRO. 7 • WPM. 0m WON BUIL - • COOS COMPLIANCE 0 E ACCEPTANCE 9001. -OI Z�C. FLANGE FRAME WINDOWS 0551014 LOAD CAPACITY - PS? SHUTTERS NOT REQUIRED FLANGE DIMS. 19 -1 /e' 26 -7/2' 37' 53 -1/5' 19 -1/6' 26 -1/2' 37 53 -1/O' IECENIETEINGTIMEDIIIIIMIIIEZEN IIEMISZEINIE1111111122:11 IEEE IECIII 70.0 111=11111E11111E1111 ECM 70.0 19 -1/6' 26 -1 /2' 06' 37' . (3) 53 -1/5' 19 -1 /0' 26 -1/2' 37' 53 -1/O' 19 -I /6' 26 -1/2' 37' 53 -1/0' 19 -1/6' 26 -1/2' 37' 53 -1/0' 30 -3/5' (3) 50 -5/6' (4) 59' (5) 63' (5) 72' (0) CLASS MISS 'A' 'e' OR IF 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Cuss Tyne 'C' '5' OR '5" 70.0 70.0 70.0 CLASS Mt 'C' 70,0 70.0 70.0 70.0 70.0 IEEMEMIIIIIISIMEMINIECENIElal IIGXIIIIESIIIIIIEZEIIIEIXIIIIIIEOIIIEIXIIII IIIMIZEIIIIIMIEMEIMEEMIll ®' 70.0 70.0 ®' 111123111121111 70.0 70.0 IIEZIIIIIIMIII n MU.v, • N STRUCIMEI M PC 9 7.117 FEB 1 3 2002 1 ! IJfl sou IliiI drawing no. wo1 -81 • • • • • • • •. •• • •• • TYPICAL, ANCHORS SEE EI.LV. root SPACING niurrot:kny.t DTLI. ONLY EXT. OR INT. FINISHES, NOT DY RPM° • _;,:.: •tom TYPICAL ANCHOM SCE CLCV. FOR SPACING 18Y OR 20Y 11'000 DUCK MEAL STRVCTVRCS (STE L OR ALUM. 1 /e• MIN, THICK) STEEL : Fy - 36 KS! MIN, AWMIMIM •003 -T3 MM. r ANCHORS ••• -- - - --- SCE ELEV. FOR SPACING TYPICAL ANCHORS SEE R.M. FOR SPACING I O 106 m . NW MH OOW . TRO1H 0 TYPICAL ANCHORS SEE ELEV. FOR SPACMO *wow MOTH EXTERIOR O.L OPO. MOOT( MOTH Lyn. O . lUWYOUN (MOOD ITRUCTURES PIA PC # 111567 ••• • ••• ••• • •• • MAIL v • • • • • • • • • Growing no. WO1 -81 ISY OR 2BY WOOD DUCK INTO 2BY WOOD BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 —t/4" MIN. EMBED INTO CONC. OR MASONRY 3/18" TFKS OR *Fir ORR 1 WO srREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) 110 SMS OR RFt F f R11 I INO SCRFW$ INTO'OADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) TrEEPROLES; W1 1" X 1/4" WEEP HOLE WITH PLASTIC BAFFLE AT 5" FROM EACH END AND AT MID SPAN TYPICAL ANCHORS; SEE EI.LV. ron SPACIHO 112 SM$ INTO 2BY W000 BUCKS OR W000 STRUCTURE I -1/2" MIN. PENETRATION INTO W000 1/18" TAPCONS OADE COUNTY APPROVED NULLON VENT MOTH 0.1.. GPO. W000 BUCKS NOT BY KINCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AN0 TRANSFER THEM TO. THE BUILDING STRUCTURE. /e X 3/4• SUS (2) PER WOE FEB 1 3 2002 TYPICAL MOORS SEE ELEV. FOR SPACNO • • • • • 1/4" SHIM • •P' FLANGE FRAME WINDOW •••• ••• ,•• • IN • • • •• ••• •••• •••• • • • •••• • • • •• • •••• • • Y 1 APPROVED AS COMPLYINO MATH TIE =` 30U 1F.01MCA DE DA 3�- /7J7!ls1 F i g PROD T +NTRO. 4 DUD.OI 0 CODE COMPUANCE OF '• ACCEPTANCE NO.D ?- tZS•0 o ( •M,t So t 6 •• • •• • • • • • • •• •• • • arovring no. WO1 -81 11' 3Et ELEM. RON ANCHORS D. CPO. EXTERIOR D.L. GPO. OUCK MOTH FEB 1 3 2002 • ••• • •• • • • •• •••• •• • • • •• FIN FRAME WINDOW APPROVED AS COMPLYIMI N1TH THE SOUTH DA BY PROD •• NTROL DIVISION . MAO • CODECOMPLIANCE OP ACCEPTANCE NOOL -CY ? R•O(,o IU.USTRATNE OILS. ONLY EXT. OR IM. I NISME3 NOT BY KINCO E. IS FM SMs (2) PER COME M I TYPICAL ANCFCRS SCC CLCV. RCM SPACING TYPICAL ANCHORS SCE CLCV. rot SPACING TYPICAL AN_CHORS; ![E £1XV. re" SPACING [10 SMS INTO W000 STRUCTURES 1 -1/4' MIN. PENETRATION INTO W000 110 SMS OR SF?F 11Rn SCRFY(i INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WE PHOLES: WI - 1" X I /4' WEEP HOLE WTM PLASTIC BAFFLE AT Z' FROM EACH ENO AND AT MID SPAN - TYPICAL ANCHORS SEE CLEV, FOR SPACING 1/4' MAIL DAD[ CCUKIY APPROVED MULLION W000 STRUCTURE NOT BY KINCO, MUST SUSTAIN LOAOS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDINQ STRUCTURE. VENT WIDTH (2) PER mot • • • •• • • • • • � • • • ••• • .120-4 1.063 (1) FRAME HEAD (FIANCE) FRAME SILL (FIANCE) j .143 -i .14$ .133 POLYPROPYLENE (FLEXIBLE) CLASS SPACER SCALE 1:1 LATCH 2.691 1.123 L .3733 .813 .120 -4 L -1.363 to FRAME HEAD (FIN) 1.063 1.124 - 1.300 .013 FRAME JAMB (FIN) .612 L .375 1.370 1.120 1-- - 2.0X1 FRAM£ SILL (FIN) 002 2.646 ( T F-.,2G 1.230 1.107 VENT SIDE RAIL - �--� r .230 . .42 • 00 2 1.1 .6E) .437 n FIXED MEET1NO RAIL n VENT TOP RAIL (3) vENr BOTTOM RAIL l•J SASH STOP 1.609 .003 V--5.445 Q CLAZINO BEAD -7/6 CLASS GLAZING BEAD -3,6' GLASS .410 ITOM H0. PART N0. KC0 -2041 2A KC0 =2032 3 60O 2043 IA KCO -2061 2 KCD -2042 34 KC0 -2033 4 KC0 ■2043 5 KCO -2046 6 X00 -2047 7 1 KCO -2044 0 BA 9 10 11 12 13 14 15 16 RP -400 RP-801 K00 -242 YTF -2009 0123151140 W23171100 1.-049 19 13129 20 K00- 2036 -A QUANTITY 1 2 2 1 2 1 4/ UTE 4/ UTE AS RECD. N RCOD. AS REOD. A3 RECD. 43 RE00. 2 2/ VENT 43 RECD. 2 17 10 U-4.333 13130/13031 2 2 DESCRIPTION MATERIAL FRAME .MEAD (FLANGE) 6063 -T6 FRAPPE HEAD (519) 6063 -76 FRAME SILL (rtANGE) 6083-16 FRAME SILL (FIN) FRAME .54415 (MANCE) FRAME JAMB (TIN) 6063 -T3 VENT TOP RAIL 6063 -TB VENT 00TT0M MIL 6063 -T6 VENT 510E RNI 6003 -7a F1XED MEOW NUL CtA2IN0 BEA0 -7/4 CLASS CIAZINO BEAD -3 /a' CLASS SASH STOP FRAME ASSEMBLY SCREW VENT ASSEMBLY SCREW CLASS SPACER FlN SEAL WEATHERSTRIPPING FIN SEAL WEATHERSTRIPPING SPIRAL SALAHCE SNAP LATCH 3' L0M0 W/ SPRING N11.09 BULB WEATHERSTRIPPING VENT TOP GUIDE 6063 -T5 6063 -T6 0063 -T6 91010 PVC RIGID PVC 6043 -T0 SEE 071. 951.0N VENT 00TT1R4 CLIME NYLON BALANCE BRACKET 0053 -T6 MA NF. /S UPPLLER /REMARKS /0 X r PMPM SMS /B X 1 PHPM SM5 OVAL DUROMETER ULTRAFAB .1300.167 OR EOUN. ULTRAFAB .1700.107 OR MEP. CAIDWELL ULTRALFf /SPIREX 9' FROM EACH ENO (HUGHES SUPPLY) 0 -1094 .300X.190 ASMLAMI) PR000CTS ASHLAND PRODUCTS Enyn OR. OVMAYOut. FAR000 STRUCTURES 414. PE / 70617 FEB 1 3 2002 .•• • • .•. • • • •. • • •••• • • ..•. .. • • •••• • • • • • ..•• • •w. • • • • • • ••• • • • ••• • • • •• • ••• • • • • APPROVED AS COMPIYUVO wring! SOUTH ORt0A BURG 4 06 PRO. T • , BURG A fi • 1 drowinl no. x � 9 J 6 eh•et *of 6 9 • • • • •• • •• 1 NTROL0MSRN CODE CCMPUANCE OFFICE I W01 -81 ACCEPTANCE NOC • • • •• • • •• •• •. ••• • • .•• • • • •.. • ••• • �fi I e(t /e x 1 —e /e• sus• 0 drawing na. W01 -81 t••t . of 6 FEB 1 3 2002 r i !i 114 11 APPROVED AS COMPLYING MATH THE' BY PRO 01. DIVISION BUILD E COMPLIANCE OF e ACCEPTANCE N002 012Q'042 1 Y 1 k 1 SASH STOP 2 -1 /4 LONG FRAME CORNFRS (FLANGE) FRAME CORNFRS (FIN) VFNT CORNER OET tL Mu ZTRVCTJBtS FM000 M Pt / 10.777 • •• ••• • ••• •••• •• • • • • • • • • •• • • ••• • • • • • •• • • • •• • • • •• • • • • SOUTH ft.- • A Amor 1. 1.• Of reriMMAI In • •••• •• ••• • • • ••• • ••• • •• • •• 1••• • • • •••• • •••• •• ............... • ....... ............... • ................... .. ............................... Inspection Date: 07/06/2006 Inspector: Grande, Claudio Owner: HEARN, JOHN Job Address: 1202 93 Street NE Project: <NONE> Miami Shores Village, FL Contractor: KINCO WINDOWS AND DOORS OF FLORIDA. D /B /A KINCO 1 Building Department Comments Wednesday, July 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL ... Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)751 -6445 Parcel Number 1132050270150 Lot: Phone: (786)295 -9269 Page 1 of 2 Passed Inspector Comments � ���� ,e-14-0-wr'r "W ktn. j.t_co 6. =___-, Failed 12/N Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ............... • ....... ............... • ................... .. ............................... Inspection Date: 07/06/2006 Inspector: Grande, Claudio Owner: HEARN, JOHN Job Address: 1202 93 Street NE Project: <NONE> Miami Shores Village, FL Contractor: KINCO WINDOWS AND DOORS OF FLORIDA. D /B /A KINCO 1 Building Department Comments Wednesday, July 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL ... Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)751 -6445 Parcel Number 1132050270150 Lot: Phone: (786)295 -9269 Page 1 of 2 BUILDING PERMIT APPLICATIO FBC 2001 Owner's Address City 8 14,4$ 1 Tenant/Lessee Name Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ,_,f ®fk/J c rfrotel /fi.d 93 s - State / e-L Job Address (where the work is being done) 4 ,/' r 93 -( City Miami Shores Village County Miami -Dade Zip 33/ 3 Is Building Historically Designated YES NO Contractor's Company Name 'O A'7 ( ' f 4 I(o tit,* ,f Phone # Contractor's Address /3 d 45 / 3/ S7 City L07 r/.isi 1 State (" Zip Qualifier 0 - 6)/t, ' State Certificate or Registration No. C/9C, (1S t9 Certificate of Competency No. Architect/Engineer's Name (if applicable) ,✓,✓�' $ Value of Work For this Permit f/j fT 7 Miami Shores Village Building Department 10050 N. enue, Miami Shores, Florida 33138 Te ekTME, W56.8972 JAN 2 #15 l3 * * * * * * * * * * * * * * * * * * * * * * * * * * * * F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit No. VJ S O`=, — 1 `"rig Master Permit No. s' Phone # ( 5' ?S7 Jo j,(4 ek. 3 0 ( ) �✓ —6 / �: Zip 33 / Y Phone # Phone # Square Footage Of Work: 0,4',41,2- 9l =9,26 9 Type of Work: DAddition ❑Alteration ['New Repair1Rep1 ❑ Demolition Describe Work: /25 de.-0 ohootrif �• / fl /�L��L c �� �� G.Tik eh-c -r ‘411,N,00,-)f Submittal Fee $ Permit Fee $ 2 3O CCF $ 7 •2.0 CO/CC Notary $ Training/Education Fee $ z . 40 Technology Fee $ s ` - S Scanning $ C .00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 7 t J • 36 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City — State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature chc 05/13/03 Own r Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and w N1111Nrtt t NOT Y PUBLIC: Sign: '%(,C. Print: 4/ A u/fZ My Commission Expires: (�/ %7 OS •• NOTARY PUB • 9e10,2oo9 • S S Print: Zip • i1 - ontractor The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced N lnnrhbi t 0 r. as identification and who di �`U „G 0 • i� / Il i b `4 — � � �� �� �N • Z * _ Q= DD 221731 o =, #DD 221731 0� • o� •Q * My Commission Expires: ' � e 0oded ` vo. ".. d A ' °�� 0 / <(\, ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * 0 it" F , )** * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** * ** * * * * * * * ** �& hlltrilll!1!!�� t111N111„ "' ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: l d1,9 Plans Examiner Engineer Zoning Issue Date: 1/25/2006 Owner's Name: JOHN HEARN Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1202 93 Street NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/24/2007 Contractor(s) Phone KINCO WINDOWS AND DOORS OF (786)295 -9269 Primary Contractor Yes Comments: REMOVE OLD WINDOWS AND REPLACE WITH IMPACT TYPE WINDOWS Additional Information Type of Work: IMPACT WINDOWS No of Openings: 13 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -1 -06 -198 Phone:(3i05 )"1S1 -6445 1132050270150 Lot: PB: Total Square Feet: 0 Total Valuation: $ 11,847.81 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.20 $2.40 $230.00 $6.00 $5.75 $251.35 Invoice Number WS - 1 - 06 - 23625 Total: 'FEB 17 PAID C - 4S !- . Amt Due Amt. Paid $251.35 2. Building Department File Copy Applicant Signature NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. NOTICE OF :wOMMENCEMEN T A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO - t qe TAY, FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DPDE: THE UNDERSIGNED nereoy gives notice that improvements will oe made to certain real property. and in accoraance with Charter 712, Fionaa Statutes., the foliowrna information is provided in this Notice of Commencement. oV cr /e122eS 2. Description of improvement: /2' 7d U`r d .-2 44/ri✓Ocd„✓,f G✓ / -694- /d'tp�r c T % et/(Aii> /i.e.r 3. Owner(s) name and address: J &t') N • Cr , Pj , Interest in property: /,(��CcT Name and address of tee simple titleholder: f ,7 4. Contractor's name and adaress: 2r CA 1. Legal description of property and street /address: /Cr,✓C G- a,,•_? 0A ,f W . l 3/ J 1 - Al/ -.2.7 5. Surety: (Payment bond reauired by owner tro contractor,S4W) F FLORI �/g'` I oHERE8ngi Name and adaress: / Amount of bond 3 1' CERTIFY that this is a true co 6. Lender's name and address: �� NE • / my hand and Off�� j —' 7. Persons within the state of Florida designated by Owner up provided by Section 713.13(1)(a)7., Florida Statutes, ll Name and address: ////) S. In addition to himself. Owners designates the following person(s) to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. / Name and address: /" / 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differs nt date is specifi_.) Si -ture of Owne ,t ''Owners Pram= Sworn tc anc su rcriDea DeTare me this Nct-ary - 'UDI:: Pnr.- NDtar. learn_ /91ej ,n /& -I,JEz Ivi' commission ero!r gyp - 449 - " cav o 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFtN 2006R01B1664 OR Bk 24251 P9 2501; (1P9) RECORDED 02/17/2006 15 :56 :34 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE tices or other documents may be served as "re cared D`, (��� J 7: 1 9 .2G 4 \PNA UNFl ,coress .`_ / l r �� •' \SSION� - -� '7 yC- /� / -3/ e 6 _ * • #DD 221731 o moo Q�� q • : 441,080,74D r� eorM • ��