Loading...
574 NE 96 St (5)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ' / v Job Address ^ � i S� ' Tax Folio LJ T 7 ° E s , Lo r `l Nock, .r9 Legal Description n (A M ,f o z r ss C r, o P 2 - rig. (12 - 7 Historically Designated: Yes No - 4_0/Lessee / Tenant d ---0 N t-1 ' f '16 r J M ` /c'. Master Permit # L� 7 Owner's Address X L f Ai. c - 9 (, fr • Phone '3 r ' - 7 T ? ' V 1 ( l Contracting Co. Q kp,) Iii A,'`' Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (cinie one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /2 CP 16 c' / atc .( // o'/t ,ir Squae Ft. Estimated Cost (value) J 9 ( D • v WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of er and/or C s ' Presi t n/p' sf FEES: PERMIT () RADON APPROVED: Zoning Building Mechanical L✓1Ad 9 t4/) S -/9 - ®0 v./ )) o c:) J Notary as ± 'a er and/or Condo President Date Notary as to Contractor or Owner- Builder Date My Commission lcprres. �',���� :•'3a My Commission Expires: ` CO "<.�'. law. . I' l� �Jt e C.C.F. / NOTARY Signature of Contractor or Owner- Builder Date Electrical w/ °„ t /94 c f BOND TOTAL D Plumbing Structural Engineer H C 1.1 5 paE t.ri r )n.J W tr;s0) 4 k 3 9 4 - " . b Ao ovi � 3 • QTY \ i DESCRIPTION OF WORK l -iK S/ )X W / CA- ( e UNIT AMOUNT • - "; / 7) 2 V ••• (- r , _ � �, � 41 , ') �i • V < 4 2T !i , 1/ \ / r:4 % 2 .3 ,K2C- i t 2. (,4 2 )O( // 2 '7) d C- C- / ) ( 0/7/ / --/— i THIS CONTRACT GLASS AND materials designated exterior, width circumstances storage char will be forfeited. paid in full. damages, induding alterations or This warranty when due, interest arise between and attorney's No returns or IS YOUR WARRANTY FOR ONE (1) YEAR FOR MATERIALS, EXCLUDING SUB TOTAL SCREENS. Buyer has selected the type, size, color, style, design and quantity of the herein and agrees they are correct as stated in this contract. All dimensions are by height If delivery is withheld for convenience or at request of customer, or due to TAX beyond seller's control, all balances are due once materials are produced. Reasonable ges will accrue atter (30) days and materials may be destroyed after (90) days. All deposits Buyer agrees that partial releases from this order can be made only atter balance is LABOR / PERMIT / DELIVERY By signing this contract, buyer agrees that seller shall not be liable for any consequential water damage, as a result of alleged defects in the materials. 1f any changes, 6' additions are made to the materials by anyone other than the seller, this warranty is void. T OTAL / ' o 6 ` 577 "..5 F Ito' 1 f l � /02a /3 S only applies to materials sold by the seller. In the event. any amounts owed are not paid ,,s at the highest legal rate shall be assessed on any and all balances. Should litigation DEPOSIT seller and buyer, with regard to this sae, the prevailing party shall be entitled to costs ` SC � n ® fees. Venue of any such proceeding shat be in Dade County, Florida � exchanges on parts, non stock items, mixed glass and frame colors, 1/1, custom -sized BALANCE DUE j 7 4 7 I) Cj , 6 `j WINDOWS o SALES & SERVICE 591 S.W. 71 Ave. Miami, Florida 33144 Ready Window is not responsible for stucco, plaster, pant, drywall, etc. ONLY WRITTEN AGREEMENT WILL BE HONORED. the parties and can only be modified in writing and/or by the written 'acknowledgement' supplied by seler to buyer. The 'acknowledgement' supersedes this agreement. Seiler shall not be responsible for any delay in delivery resulting from strikes, labor difficulties, fire, hurricane or other casualty, delay in acquiring a permit or any causes whatsoever beyond its control. The contract price does not include permit fees, shop drawings, engineered drawings or calculations (sealed or otherwise) unless noted on the contract Seller is not responsible for screens, windows or doors wired for security systems either prior to or after installation as to their full function or costs of any kind whatsoever. Special orders are final and are not returnable or refundable. QUOTATION n CONTRACT LEGAL OWNER OF PROPERTY JOB NAME JOB SITE ADDRESS CITY FOLIO # JOB SITE PHO Tel: 305- 226 -3474 WORK PHONE # Fax: 305- 269 -5114 CELLULAR # ATtt' ktcAR3>o RODaaco - v By LEGAL OWNER OF PROPERTY ONLY DATE 2 BEEPER # FAX # FAX # CONTRACTOR'S NAME J 01\1 c - ~�� 1 M E PHONE# 6 / l 5 BEEPER # '286 ' qQ / ADDRESS 5 TA kver X16 CITY Fr 1A 01 C HOBS TERMS: Terms will be the following: 50% deposit to order materials. 35% due after installation, 15% after final inspection is applicable. Otherwise balance due upon completion. I HAVE READ THIS CONTRACT COMPLETELY AND AGREE TO ITS TERMS. Buyer agrees to make payment in full upon delivery or receipt of the ordered material. No terms. No discounts. By Salesman BUYERS INITIALS X READY WINDOWS • a METRO-DA3E PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 Acceptance No.:98- 0223.10 Expires:04 /09/01 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILD,NG BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Aluminum Tube Mullions w/o Reinforcement under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by Farrokh Raseklzi,'P.E., and test reports prepared by Fenestration Testing Laboratory, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after . the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by -the Building Code Committee to be used in Dade County, Florida under the conditions set forth above:% Approved: 04/09/98 Internet mail address: postmaster @buildingcodeonline.com Director Building Code- Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com • Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 98- 0223.10 2 APPROVED : APR 0 9 1998 EXPIRES : APR 0 9 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 95- 0515.03, which was issued on December 28, 1995. It approves a structural mullion system, as described in Section 2 'of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The structural mullion system and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -02, mullion details, prepared by Structural Design, Inc., dated December 11, 1995, sheets 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all time. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required ,by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manu • Perez, P. E., Product s.] trol Examiner Product Control b ision Vinyl Tech/Progressive Glass Technology EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE ACCEPTANCE No.: 98- 0223.10 Manuel erez, P. E., Product Co 3 APPROVED Product Control Div ion on APR 0 9 1998 . APR 0 9 2001 1 Examiner w 1 GLAZING PRODUCT H� GLAZING . PRODUCT TYP. MULLION H TYP. MULLION - N GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT H /1 O FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE /1. NOTES: ANCHORS TYPE. "A "8 ", or .. W1 W W2 (2) WINDOWS MULLED TOGETHER /6393 1. (3) PER JAMB UP TO 38 3/8". (4 PER JAMB OVER 38 3.B " UP TO 84": (5) PER JAMB OVER 84" UP TO 96". (6) PER JAMB OVER 96". TYP. /9364 11 6393 A.T.W. TYP. MULLION /219 ANCHORS: TYPE. "A ". "S "" OR ° C" /6393 # 9454 H /9364 W GLAZING PRODUCT TYP. MULLION GLAZING PRODUCT /6393 H.R. /279 H2 HI H2 = (W /2) (1) WINDOW MULLED WJONE ABOVE ANCHORS: TYPE. 'A ", "8" OR "C" #63 7 H #10 FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE #1. /219 #10 FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE #1. I— W1 W2-- 1 H2 = (W /2) j2) WINDOWS MULLED W /ONE ABOVE #6379 S.H. #9454 /6379 MULLION ARRANGEMENTS CAN BE AS SHOWN OR ANY COMBINATION OF THE ABOVE. #6379 ANCHORS: TYPE. "A". "8" OR "C C.S. /1 0228 WI W2 W3 —I I z/ t 2/47.3 Farrofdt Reseichi, P.E. Structural Des! , Inc. 12920 SW 122 Ave. Miami, FL 3.31B6 H2 Hi H2 = -(W /2) (3) WINDOWS MULLED _ W /ONE ABOVE PRODUCT RE = ��`EI ACCEPTANCE No.q (� p - (J2 23. / 10 FH SMS MAX. 6" FROM CORNERS AND .4 MAX 24" O.C. SEE NOTE /1. /8342 /9454 #10228 By x8342 /8342 /10 FH SMS MAX. 6" FROM CORNERS AND A MAX- 24" O.C. SEE NOTE /1. EXPIRATION DATE PR��U CO�TROLDI�'ISIO 111- C 17936-, JiLD�N " CODE COMPLLANCE '1 /9454 F. G. APPROVED AS COMPLYING WITH SOUTH FLORIDA BUIL"`NG CODE DAT .I .L �C . 10 C. PRODUCT CON OL DIVISIO BUILDING CODE COMPLIANCE OFF ACCEPTANCE NO4,a.7_Q5 C DWG.ff M95 -02 MULLION CONFIGURA77ONS SHEET 1 of 3 12/11/95 1 2.r. ' 1 GLAZING . PRODUCT TYP. MULLION • TYP. MULLION N. GLAZING PRODUCT GLAZING PRODUCT • GLAZING PRODUCT H /1 O FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE /1. NOTES: ANCHORS TYPE. "A "8 ", or .. W1 W W2 (2) WINDOWS MULLED TOGETHER /6393 1. (3) PER JAMB UP TO 38 3/8". (4 PER JAMB OVER 38 3.B " UP TO 84": (5) PER JAMB OVER 84" UP TO 96". (6) PER JAMB OVER 96". TYP. /9364 11 6393 A.T.W. TYP. MULLION /219 ANCHORS: TYPE. "A ". "S "" OR ° C" /6393 # 9454 H /9364 W GLAZING PRODUCT TYP. MULLION GLAZING PRODUCT /6393 H.R. /279 H2 HI H2 = (W /2) (1) WINDOW MULLED WJONE ABOVE ANCHORS: TYPE. 'A ", "8" OR "C" #63 7 H #10 FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE #1. /219 #10 FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE #1. I— W1 W2-- 1 H2 = (W /2) j2) WINDOWS MULLED W /ONE ABOVE #6379 S.H. #9454 /6379 MULLION ARRANGEMENTS CAN BE AS SHOWN OR ANY COMBINATION OF THE ABOVE. #6379 ANCHORS: TYPE. "A". "8" OR "C C.S. /1 0228 WI W2 W3 —I I z/ t 2/47.3 Farrofdt Reseichi, P.E. Structural Des! , Inc. 12920 SW 122 Ave. Miami, FL 3.31B6 H2 Hi H2 = -(W /2) (3) WINDOWS MULLED _ W /ONE ABOVE PRODUCT RE = ��`EI ACCEPTANCE No.q (� p - (J2 23. / 10 FH SMS MAX. 6" FROM CORNERS AND .4 MAX 24" O.C. SEE NOTE /1. /8342 /9454 #10228 By x8342 /8342 /10 FH SMS MAX. 6" FROM CORNERS AND A MAX- 24" O.C. SEE NOTE /1. EXPIRATION DATE PR��U CO�TROLDI�'ISIO 111- C 17936-, JiLD�N " CODE COMPLLANCE '1 /9454 F. G. APPROVED AS COMPLYING WITH SOUTH FLORIDA BUIL"`NG CODE DAT .I .L �C . 10 C. PRODUCT CON OL DIVISIO BUILDING CODE COMPLIANCE OFF ACCEPTANCE NO4,a.7_Q5 C DWG.ff M95 -02 MULLION CONFIGURA77ONS SHEET 1 of 3 12/11/95 --- • WITH MULLION CL' FOR SERIES: 4000 SH 7 ATW, 200 HR, 6000 FL . _ GLASS, AND 700 CASEM�, dT P. G. T. MULLION 1x2 OR ix4 COUNTERSINK FOR. #10 F.H. S.M.S. (SEE NOTE #2 FOR QTY) nn II I it II MULL CUP (SEE NOTE /1) NOTES: 1. CUT FLANGES OFF OF MULL CUP TO FORM A "U " CHANNEL AND INSTALL AS SHOWN. MULLION 2. (2) S.M.S. ARE NEEDED FOR EACH SIDE IN 2" MULLION SPACE S.M.S. AS NOT TO INTERFERE WITH EACH OTHER ON OPPOSITE SIDES OF MULLION. SPACING IS SHOWN FOR 4" MULLION. 1 122" MIN. PENETRATION TYP. MULL CUP 1x2 OR 1x4 �p Fu c (3 3NE SiDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE WITH EACH OTHER.) SEE NOTE cc #2. TYP. MULUON 1x2 OR 1x4 TYP. WINDOW F.P,AME SH, ATW, HR, FC. 3/16 " TAPCCN 1 1 /2 • ' MIN. PENETRATION. TYPICAL MULLION _TO MULLION INSTALLATION- TYPE "A ". 3. .ALL FASTENERS ANCHORING' MULL CUPS TO OPENING', MIN. 3/16" TAPCON x 1 1/2" PENETRATION INTO CONC. OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. /10 F.H. S. (3) FOR d " MULLION (2) FOR 2" MULLION SEE NOTE #2. 2 1/8 " BOTH , MULLS \/4.e4 x /rz/9, Farr+oicht Re ek 1l, P.E. Sructurat Design, Inc. 12920 SW 122 /Ave. Miami, FL 33166 P.C.T. MULLION 1x2 OR 1x4 P.C.T. MULLION i x2 OR 1x4 NOTE: ?. (2) S.M.S. ARE NEEDED FOR EACH SIDE IN 2' MULLION SPACE S.M.S. AS NOT TO INTERFERE WITH EACH OTHER ON OPPOSITE SIDES OF MULLION. SPACING' IS SHOWN FOR 4" MULLION. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C ". WOOD BUCK REMOVED TO CONC. 1 11 i 1IJ L,l.. J� V'1V 1 t_ . i l < iv IJ M. VI 1 n • WOOD BUC, '10 CONC. TYPE "B". WOOD BUCK NOTE: 1. (2) S. M. S. ARE NEEDED FOR EACH SIDE IN 2" MULLION SPACE S.M.S. AS NOT TO INTERFERE WT!N EACH OTHER ON OPPOSITE SIDES OF MULLION. SPACING !S SHOWN FOR 4" MULLION. WOOD BUCK #10 F.H. S.M.S. 3 3 4 FOR 1x4 (3) ONE SIDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE WITH EACH OTHER.) SEE NO ri 11. 2 1/8" 90TH MULLS # ?0 F.H. S.M.S. (3) ONE SIDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE WITH EACH OTHER.) SEE NOTE 4 . 2. ALL FASTENERS ANCHORING' MULL CUPS TO OPENING,- MIN. 3/16" TAPCON x 1 1/2" PENETRATION INTO CONC. OR BLOCK STRUCTURE. ALL FASTENER .4 UCT RENEW' MUST BE DADE COUNTY APPROVED. ACCEPTANCE Na ' 022-3• EXP By ri3/4 3 3/4 FOR 1x4 FOR 1x2 PR BULLD 2 1/8" 80TH MULLS 2. ALL FASTENERS ANCHORING MULL CUPS TO OPENING, MIN. 3/16" TAPCON x 1 1/2" PENETRATION INTO CONC. OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. WOOD BUCK # 10 F.H. S. M.S. (3) FOR 4" MULLION (2) FOR 2" MULUON SEE NOTE /2. TION DATE Ft-PR APPROVED AS COMPLYING WITH - SOUTH ORIDA :U1 o j r CODE OA • RODUCT CONT OL DiVSSiOtl✓ BUILDING CODE COMPUANCE 0 ACCEPTANCE NO� • - WOOD BUCK UCT CONTROL DIVLSIO),:• ODE COMPL_LANCE O� #10 F.H. S.M.S. (3) FOR 4" MULLION (2) FOR 2" MULLION SEE NOT €2 DWG_ # M95 -02 MULUON ANCHORING CONS SHEET 3 of 3 1 . r ; : :• I I • - . _ . I I - . , - : - .._ : • . • • . . . 1 L._ . . ... . . ... : :. - .1 . r I • _ t 1- i -: _.; -r. 1 • . . . • • ! : i • , -r. -- 1 ___. 4 ,- -. _L__ i .._ 1 Ji - .. li 1--- . . ___ ___...._ _ 1 I . , , . _• . . : -....--__- ._--_-. -_. _.......__ • _ _ • ; , . . _ — --1,- , ; ... . i - • --I- L L.._ ,-, , i --- -- , 1 i I I I : ' , , ,. , ,. , ; :. ._ . _ ,__ :-- - t , - -, ... .. •• . II I • i : t • T • - 17 1 _ _ i t .,__ - ...„ ._ RRR . _ _ . • . --1 r • ,___4_ " _ t , , . 1 -,--„. i : .. . - I ---I- N ... iiiiiii ..: L.1_ - i i • —'----"'"X■—•-- 1 ! I ; , ! ' • ■ all • ......., 1 lik 1 14 111 • ____ •..__, • _i___„. h p : 11.1111 a _I i-- _ ' Elk •ME 1 VirilliVi . 1 1141 1. I i-- i _ • I- _ .._ , i ii • ! . r ; : :• I I - . _ . . _ . _ I - . , - : - .._ : . . • • . . . . _ . . ... . . ... : :. - .1 . r I • _ t 1- i -: _.; -r. 1 • . , —1 1 . . 1 .-r- , -r. -- 1 ___. 4 ,- -. _L__ i .._ 1 Ji - .. li 1--- . . ___ ___...._ _ - .I.' . : -....--__- ._--_-. -_. _.......__ • _ _ .. .-:-r- _ — --1,- , ; ... . i - • --I- L L.._ , I : ' , ,. , ,. , ; :. ._ . _ ,__ :-- - t , - -, ... .. •• . • i : t • T • - 17 1 _ _ i t .,__ - ...„ ._ . _ _ . • . --1 r • ,___4_ " _ t , , . 1 -,--„. i : .. . - — ---I- N ... . ..: L.1_ - i i • —'----"'"X■—•-- 1 ! I ; , ! ' . • ......., • 160 1 50 140 130 120 110 100 1 90 so 70 so 50 40 30 4 4.4 ch1.6 Spore Mull Clip Calculations Opening Wkitla 8 • 17). ' 335.000 335.000 315.000 295.000 275.003 255.000 235.000 215.000 195.000 175•C00 155.000 135.000 115.000 95.000 75.000 55.000 35.000 ()tolls 311:ST b.e asoborel top boeoe.XStee MUST bc ••I•chod 1 from each rod 11 8 - 0 -dr-64.000 .■ — 0- 64.000 — 0-96.000 Opcoio; Width io 11446. a/rzfis Farro,th ReseiN, P.E. Structure! Des;p1, Inc. 12920 SW 122 Ave. Wan% R.33186 8 4.1 160 150 140 130 120 110 I00 90 00 70 so 50 40 30 8 Saits_lalactin —60- 623 — 0--36.000 —0---63.000 I - 96.000 - . No Shim Spaco. 8 8 Mull Clip Calculations u 8 PRODUCT RENEWED ACCEPTANCE No.CI 62 a3 • 1 E ATION DATE I a • 0.01 By Dwg. # M95-0 Sht. 2 of 3 PRI UCT CONTROL DIVISIO4 BUILD APPROVED AS COMPLYING WITli THE SOUTH FLiRIDA tUILDI4 CODE DAT Ped._4. 4___.:1-Ar • 9 --•••• offri B ODE COMPLIANCE ODUCT CONTRIL DIVISION BUILDING CODE COMPLIANCE OFFICE A6CEPTANCE 8 = . . • •=- ■0-26.000 —0-64.000 ••■' ■096.000 t , : 1 I i 1 i I R R • • • 160 1 50 140 130 120 110 100 1 90 so 70 so 50 40 30 4 4.4 ch1.6 Spore Mull Clip Calculations Opening Wkitla 8 • 17). ' 335.000 335.000 315.000 295.000 275.003 255.000 235.000 215.000 195.000 175•C00 155.000 135.000 115.000 95.000 75.000 55.000 35.000 ()tolls 311:ST b.e asoborel top boeoe.XStee MUST bc ••I•chod 1 from each rod 11 8 - 0 -dr-64.000 .■ — 0- 64.000 — 0-96.000 Opcoio; Width io 11446. a/rzfis Farro,th ReseiN, P.E. Structure! Des;p1, Inc. 12920 SW 122 Ave. Wan% R.33186 8 4.1 160 150 140 130 120 110 I00 90 00 70 so 50 40 30 8 Saits_lalactin —60- 623 — 0--36.000 —0---63.000 I - 96.000 - . No Shim Spaco. 8 8 Mull Clip Calculations u 8 PRODUCT RENEWED ACCEPTANCE No.CI 62 a3 • 1 E ATION DATE I a • 0.01 By Dwg. # M95-0 Sht. 2 of 3 PRI UCT CONTROL DIVISIO4 BUILD APPROVED AS COMPLYING WITli THE SOUTH FLiRIDA tUILDI4 CODE DAT Ped._4. 4___.:1-Ar • 9 --•••• offri B ODE COMPLIANCE ODUCT CONTRIL DIVISION BUILDING CODE COMPLIANCE OFFICE A6CEPTANCE 8 = . . • •=- ■0-26.000 —0-64.000 ••■' ■096.000 a • METRO -DADS PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: 3/ $ at44 vy Series C -700 Outswing Aluminum Casement Window - Impact (3/16" Annealed- 1/4" Tempered) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 330, Sheets 1 thru 10 of 10. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0212.01 Expires:04 /16/01 Raul Rod iiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above, Approved: 04/16/98 -1- Internet mail address: postmaster @buildingcodeonline.com Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Vinyl Tech/Progressive Glass Technology 4. INSTALLATION 4.1 The aluminum casement win with the approved drawings 4.2 The installation of this pr Sheets 1 and 2 of the appr Manue Produ - 2 - ACCEPTANCE No.: 97- 0212.01 APPROVED : APR 1 6 1998 EXPIRES : APR 1 6 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an aluminum casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series C -700 Outswing Aluminum Casement Window and its components shall be constructed in strict compliance with the following documents: Drawing No. 330, titled "Vinyl - Tech Casement Series 700," prepared by Progressive Glass Technology, dated February 12, 1997, revised March 20, 1998, Sheets 1 through 10 of 10, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. is shall be installed in strict compliance uire a hurricane protection system. See 5. LABELING Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Perez, P.E., Product Control Division trol Examiner Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 97- 0212.01 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's. name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. APPROVED APR 1 6 1998 EXPIRES : APR 1 6 2001 END OF THIS ACCEPTANCE a/6(4/11(4 Manu Pere , P.E., Product C Produc ontrol Division - 3 - 1 Examiner .DO �IAX. 62.50r< 4 / ' / / / / \ \ I I • / \ \ / \ \ \ / / \ \ I. • -- 28.875 55.000 28.875 12r) n n MAY 64 • X0X MAX. 76 00 64.00 AIAX. 74.50 \ / / ,J 36.125 F 36.125 74.50 MAX. 6 X Revisions: Mol eriol: Drown £ R. S Revised Ely: D. B. Vendor No.: Dole: 2 /12/97 Do f e: /2 0/98 scale: N.T.S NON — IMPACT WINDOWS (MAX. HEIGHT OF 76") 1.) GLAZING: DSB, 3/16" ANNEALED 2.) CONFIGURATIONS: X,XX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 6 & 7. 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 6 & 7 5.) h'URRICANE PROTECTION DEVICES MUST BE INSTALLED. NON- IMPACT WINDOWS (MAX. HEIGHT OF 64") 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: X,XX, 3.) DESIGN PRESSURE RA • SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 8&9 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 8669 5.) HURRICANE PROTECTION DEVICES MUST BE INSTALLED. s I Classification: Description: YJVixt,,n .r ad1r 1fiJ CM•P /a Prod. Category: CASE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT I PPRI I . •qo o BY PRONG CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE nn ACCEPTANCE NO _! ?. 0 Series /Model: Item: 700 I progressive ' 11.5stechnolo9 5 .,ksh,.., .� si..ae & allow C43. Sheet: FRONT VIEWS, ELEVATION Size: --d n9 No.: Address: P.O. BOX 1529 B NOKOMIS, FL. 34274 330 a/ 1 C XOX MAX. SIZE A 8 C D E 38.375 96.000 43.000 22.875 36.875 50.625 84.000 37.000 19.875 49. 125 64.000 60.000 25.000 13.875 62.500 ANCHOR nl.r W NDOW - DIM'5 t 11.000 11.000 I MAX. SPACING MAX. SPACING 4. ' 00 6.000 F-- 4.000 61.500 WINDOW DIM'S MAX. SPACING 91.000 1 H 28;875 ILL 60.000 11 4.000 4.000 xox /N N 28.875 6.000 6.000 6.000 WINDOW 0IM S x x 16.000 MAX. SPACING ANCHOR D MAX. SPACING 6.000 WINDOW DIM'S 63.000 1 16.000 f MAX. SPACING ANCHOR DM'S MAX. 0.000 - 61.500 wIN0OW DIM'S ANCHOR D. DIM 'S 11.000 MAX. SPACING Mof eriot: 32.400 34.000 Revisions: Drown By: R. Revised By: D.B. Vendor No.: 6.000 6.000 1 16.000 MAX. SPACING 6.000 ANCHOR DIM'S Dote: . 2/12/97 Dote: 3 20 98 Scole: N.T.S x Description: SMALL MISSLE IMPACT WINDOWS 1.) GLAZING: 1 /4 " TEMPERED 2.) CONFIGURATIONS: X,XX,XOX 3.) DESIGN PRESSURE RATING: +75 P.S.F., -75 P.S.F. 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 1 1.000 MAX. SPACING AT JAMBS: 16.000 5.) NO HURRICANE PROTECTION DEVICES REQUIRED 30 FEET & ABOVE. LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: 3/1 6" SENT •jam" r S 2.) CONFIGURATIONS: X,XX 3.) DESIGN PRESSURE RATI MAX. +60 P.S.F., -60 P.S.F. 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 7 6.000 5.) NQ HURRICANE PROTECTION DEVICES REQUIRED. wwlacrva a O. 141/ lNMuaia Classification: Prod. Co ^ y: APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA1 A P BY /7/ PRODU C ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ' ` ACCEPTANCE NO -1? 0I -L> 1 Series /Model: 700 progressive r 11 technology Wv4n-6ea N NrAnf ! Q.t.. O. nW., Sheet: 2 Of 1 0 Item: FRONT VIEWS, ELEVATION Address: P.O. BOX 1529 NOKOMIS. FI 3 49 74 Size: Oro..ing No.: ? 7 /1 J5.125 r - rt CAL I :O. COO 14.4.0 SECTION C -C 2 AUZ. SECTION D -D 31.653 _..2ti AK /. SECTION E -E Revisions: Material: Drown By: R Revise ven No.: S. Dote: �2/12/97 scolc: .5X 2. 6;5 De 35.125 Classification: 'Prod. Category: � ALUM. iLtllv�. 1 C -:- P.O. BOX 1529 IVOKOI'4'S. F! . - i4274 SOUTH FLORIDA BUILDING CODE D..T PR 1 L 14 BY / ,r< PRoDU'.r • ■TROL DIY!S;ON BUILDING CODE COMPLIANCE 0 t CE ACCEPTANCE NO. ` 7 ()? 1 2 .()1 APPROVED AS COMPLYING WITH THE Series /Model: 700 31 --T T T /Pro9ressi.'e 'LA technology Y J..I ✓h tY QWd� :hd [news,. S.te w.n? NO.: SECTS. HORIZONTAL SECTIONS g �...HcL .l Slaws 4 & b'. Cuss ►1.1.11 item: Sheet: 7 7 l ! O 76.00 MAX. 3) SECTION A -A GLAZING OPTION: DS8 .250 MAX. SHIM SPACE .250' MAX. SHIM SPACE 1 64.00 MAX. t L. SECTION B -B GLAZING OPTION: DS8 .250 MAX. SHIM SPACE .250 MAX. SHIM SPACE 1- Revisions: Grown &y: R. S Revised By, Vendor No.: GLAZING OPTION: 3/16" GLAZING OPTION: 1/4" Y.�...lt Jn rI O. -i, 11ny L+Ctsv Moteriol: Clos 1Prod. Category: I Series /Alode /: 1 700 2/12/97 Oal q/9/q Stole: .5Y, Oe scrip l ion: ALUM. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT. APRIL 11 - By PROW T NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE CA ACCEPTANCE NO 43-7- 62 I • VERTICAL SECTIONS GLAZING OPTION: "SENTRY GLASS" Ilem SECT ...iJres3: P.O. BOX • 1 529 Si,.: Or 0.1(.9 No.: NOKOMIS, FL. 34274 F3 Progressive L lecnnoloc .3.3n . Sheet: of 1 0 is window Heights Window' Widths \Window Widths 37.000 (6) 40.000 (6) 42.000 (6) 48.000 (6) - 50.000 (6) 53.125 (S) 60.000 (S) 72.000 (10) 74.500 (10) 26.000 (2) - 140.00 + 104.00 - 135.00 + 104.00 - 135.00 + 104.00 - 120.45 + 104.00 - 1 1 1.01 + 104.00 - 93.33 + 93.33 - 77.09 + 77.09 - 53.53 + 53.53 - 50.00 + 50.00 38.375 (2) - 135.00 + 104.00 - 130.00 + 104.00 - 130.00 + 104.00 - 120.45 + 104.00 - 1 1 1.01 + 104.00 - 93.33 + 9S.33 - 77.09 + 77.09 - 53.53 + 53.53 - 50.00 + 50.00 50.625 (3) - 130.00 + 104.00 - 130.00 4- 104.00 - 126.32 + 104.00 - 115.2S + 104.00 - 1 1 1.01 + 104.00 - 93.33 + 95.33 - 77.09 + 77.09 - 53.53 + 53.53 - 50.00 + 50.00 63.000 (4) - 107.47 + 104.00 - 100.31 + 100.31 - 96.93 1 96.93 - 37.30 + S7.3U - S4.64 + S4.64 - 30.92 + S0.92 - 73.00 + 73.00 - 53.53 + 53.53 - 50.00 + 50.00 76.000 (5) - 36.54 + 56.54 - 30.96 + 50.96 - 77.69 + 77.69 - 69.57 + 69.57 - 67.31 + 67.31 , - 64.14 + 64.14 ( - 55.39 + 53.39 ( - 4S.00 + 48.00 - 46.00 + 46.00 Window Heights Window Widths \Window Widths 37.000 (4) 40.000 (4) 42.000 (4) 4S.000 (4) 50.000 (4) 53.125 (6) 60.000 (6) 72.000 (6) 74.500 (6) 26.000 (2) - 140.00 + 104.00 - 135.00 + 104.00 - 135.00 + 104.00 - 120.45 4 104.00 - 111.01 + 104.00 - 95.33 + 93.33 - 77.09 + 77.09 - 53.53 + 53.53 - 50.00 + 50.00 3S.375 (2) - 135.00 + 104.00 - 130.00 + 104.00 - 130.00 + 104.00 - 120.45 + 104.00 - 111.01 1 104.00 - 95.33 + 93.33 - 77.09 + 77.09 - 53.53 + 53.53 - 50.00 + 50.00 50.625 (3) - 130.00 + 104.00 - 130.00 + 10-1.00 - 126.82 + 104.00 - 115.23 + 104.00 - 111.01 + 104.00 - 95.33 + 93.33 - 77.09 + 77.09 . - 53.53 + 53.53 - 50.00 + 50.00 63.000 (4) - 107.47 + 104.00 t - 100.51 + 100.5 1 - 96.93 + 96.93 - 37.30 + S7.30 - 34.64 + 34.64 - S0.92 + 80.92 - 73.00 + 73.00 - 53.53 + 53.53 ( - 50.00 + 50.00 76.000 (5) - S6.54 + S6.54 - S0.96 + S0.96 - 77.69 + 77.69 - 69.57 1 69.57 - 67.31 + 67.31 - 64.14 + 64.14 - 58.39 + 53.39 - 43.00 + 45.00 ( - 46.00 + 46.00 • Window - llcights _ \Window Widths 19.125 (3) 20.000 (3) 24.000 (3) 26.500 (3) • 30.000 (4) 32.000 (4) 34.000 (4) 36.000 (4) :26.000 (2) - 140.00 + 104.00 - 140.00 + 104.00 - 120.45 + 104.00 ( - 93.83 + 9S.33 - 73:43 + 73.43 - 70.22 + 70.22 ( - 63.53 + 63.53 - 53.01 + 58.01 (3) - 140.00 • -3S.375 + 104.00 - 140.00 + 104.00 - 120.45 + 104.00 I - 9S.79 + 93.79 - 77.09 + 77.09 ( - 67.75 + 67.75 I - 60.02 + 60.02 - 53.53 + 53.53 50.625 (4) - 136.07 + 104.00 1 - 131.52 + 104.00 - 115.2S + 104.00 - 98.79 + 9S.79 - 77.09 + 77.09 - 67.75 + 67.75 - 60.02 + 60.02 - 53.53 + 53.53 63.000 (5) - 104.56 + 104.00 - 100.S1 + 100.81 - S7.30 + S7.30 - 81.06 + 81.06 - 74.21 + 74.21 - 67.75 + 67.75 1 - 60.02 + 60.02 - 53.53 + 53.53 76.000 (6) - S4.10 + 34.10 - S0.96 + S0.96 - 69.57 + 69.57 1 - 64.26 + 64.26 - 55.39 + 53.39 - 55.66 + 55.66 ( - 53.27 _ 53.27 f - 51.1S + 51.13 1 General NOTE: Numbers in O parentheses are quantity of anchors per side. Notes: Negative Design Loads based on Comparative Analysis (psi), and Glass Table 35 -E. Positive Design Loads based on Comparative Analjsis (pst ), and Water Test Pressure Numbers above are for "110 screws or 3/16" Tapcons. NOTE: 2 anchors 4" apart, 4" front each side of meeting rail are required. (Total of 4 anchors at each \Icct. Rail) A1ax. spaciu_ at head S: sill at vent = 11.000 Max. spacing at jambs = 16.000 Numbers above are for r12 screws or 1/4" Tapcons. NOTE: 1 anchor 4.000" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail). Max. spacing at head & sill at vent = 16.000 Max. spacing at jambs = 16.000 Numbers above are for kW screws or 3/16" Tapcons. NOTE: Anchor, 6" from each corner, Max., and as follows: \14x. spacing at head & sill at vent = 11.000 Numbers above are for k:12 screws or 1/4" Tapcons. NOTE: Anchors 6" from each corner, \lax., and :is follows: \lax. spacing at head & sill at vent = 16.000 Max. spacing at jambs = 16.000 \lax. spacing at jambs = 16.000 'Window 1leights 26.000 (2) 3S.375 (3) 50.625 (4) 63.000 (5) 76.000 (6) \Vindow Widths 19.125 (2) 20.000 (2) - 140.00 1 104.00 - 140.00 + 104.00 - 120.45 + 104.00 - 95.33 + 93.83 ( - 73.43 + 78.45 - 70.22 + 70.22 1 - 63.53 + 63.53 ( - 53.01 - 140.00 + 104.00 - 140.00 + 104.00 - 120.45 + 104.00 - 93.79 + 98;;9 ( - 77.09 1 77.09 - 67.75 + 67.75 1 - 60.02 + 60.02 ( - 53.53 + 53.53 + 9S.79 I - 77.09 + 77.09 - 67.75 + 67.75 1 - 60.02 + 60.02 ( - 53.53 + 53.53 l - 104.56 + 104.00 - 100.31 + 100.31 - S7.30 + 37.30 - 31.06 + S 1.06 - 74.21 + 74.21 - 67.75 + 67.75 ( - 60.02 + 60.02 ( - 53.53 + 53.53 - S4.10 + 84.10 - 30.96 + 30.96 - 69.57 + G9.57 - 64.26 + 64.26 - 53.39 + 53.39. - 55.66 4 55.66 - 53.27 + 53.27 - 51.1S + 51.18 - 136.07 + 104.00 - 131.52 24.000 (2) 26.500 (2) + 104.00 - 115.2S + 104.00 - 9S.79 30.000 (2) ( 32.000 (2) 1 34.000 (2) ( 36.000 ( + 53.01 . 7- Revisions: M, terial: Drown By: Revise Vend No.: Anchors 6" from each corner, Max., and its follows: Anchors 6" from each corner, Max., and as follows: Dote: 08/2 7/9 7 Do 10 N.T .S. CI., (.cct.on: PPROVED AS COMPLYING WITH THE NTH FLORIDA BUILDING CODE A p • 11. - -- 19 F.000 T +NTROL DIV:S U"1 V X UILOING CODE COMPLIANCE OFFICE ACCEPTANCE NO q - 0P 17 •n / / XX / \ t / / - 7 XX \ / X OR X OR Sheet: X Address: P.O. BOX 1529 She: Drawing No.: rl -�.: NOKOMIS, FL. 34274 I B 330 1 A 7..== progressive .' t ecnnofnc, w..r «.... w 0,47 .SV u,`.r„cn.., a ir.,.a./ a o.,a. 0.1 L r d. Co:'- ory: Series/ :.:ode%: Item: 6 of 1 0 C J 700 FTL - 1518 Description: COIv1PARATIVE ANALYSIS FOR 76" HIGH CASEMENT USING 3/16" ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) Window Heights - \\'indosr Widths 19.125 37.000 (6) 40.000 (6) 42.000 (6) 48.000 (6) 50.000 (6) 53.125 (6) 60.000 (6) 72.000 (3) 74.500 (8) 26.000 (2) - 100.00 + 100.00 - 95.00 + 95.00 - 95.00 + 95.00 - 95.00 + 95.00 - 88.80 + SS.S0 - 78.66 + 7S.66 - 61.67 + 61.67 -42.33 + 42.83 - 40.00 + 40.00 3S.375 ()) - 95.00 + 95.00 - 90.00 + 90.00 - 90.00 + 90.00 - 85.00 + 85.00 - 85.00 + S5.00 - 7S.66 + 7S.GG - 61.67 + 61.67 - 42.33 + 42.83 - 40.60 + 40.00 50.625 (3) - 85.00 + 85.00 - S5.00 + S5.00 • - 85.00 + 85.00 - 71.00 + 71.00 - 66.00 + 66.00 - 61.00 + 61.00 - 52.00 + 52.00 - 42.00 + 42:00 - 40.00 + 40.00 63.000 (4) - 79.00 + 79.00 - 70.00 + 70.00 - 64.00 + 64.00 - 54.00 + 54.00 - 50.00 + 50.00 - 47.00 + 47.00 - 40.00 + 40.00 - 34.00 + 34.00 - 33.00 + 33.00 76.000 (5) - 62.00 + 62.00 -56.00 + 56.00 - 52.00 + 52.00 - 44.00 + 44.00 - 41.00 + 41.00 - 39.00 + 39.00 - 35M0 + 35.00 - 28.00 + 2S.00 . - 27.00 + 27.00 Window Heights - Window \\'id the 19.125 37.000 (4) 40.003 (4) 42.000 (4) 43.000 (4) 50.000 (4) 1 53.125 (4) 60.000 () 72.000 (6) 74.500 (6) 26.000 (2) - 100.00 + 100.00 - 95.00 + 95.00 - 95.00 + 95.00 - 95.00 + 95.00 - SS.S0 + SS.S0 1 - 7S.66 + 78.66 - 61.67 + 61.67 - 42.S3 +42.33 - 40.00 + 40.00 3S.375 (2) - 95.00 + 95.00 - 90.00 + 90.00 - 90.00 + 90.00 - S5.00 + S5.00 - S5.00 + S5.00 - 7S.66 + 7S.66 - 61.67 + 61.67 - 42.83 +.42.83 - 40.00 + 40.00 50.625 (2) - S5.00 + S5.00 - S5.00 + S5.00 - S5.00 + S5.00 - 71.00 + 71.00 - 66.00 + 66.00 - 61.00 + 61.00 - 52.00 + 52.00 - 42.00 + 42.00 - 40.00 + 40.00 63.000 (3) - 79.00 + 79.00 - 70.00 + 70.00 - 64.00 + 64.00 - 54.00 + 54.00 - 50.00 + 50.00 - 47.00 + 47.00 - 40.00 + 40.00 - 34.00 + 34.00 - 33.00 + 33.00 76.000 (4) - 62.00 + 62.00 - 56.00 + 56.00 - 52.00 + 52.00 - 44.00 + 44.00 - 41.00 + 41.00 - 39.00 + 39.00 - 35.00 + 35.00 - 2S.00 +23.00 - 27.00 + 27.00 Window Heights - Window Widths 19.125 (3) 20.000 (3) 24.000 (3) 26.500 (3) 30.000 (4) 32.000 (4) 34.000 (4) 36.000 (4) 26.000 (2) - 100.00 + 100.00 - 100.00 + 100.00 - 96.36 + 96.36 - 79.06 + 79.06 - 62:79 + 62.79 - 56.18 + 56.18 - 50.83 + 50.83 - 46.41 + 46.41 _3S.375 (2) - 100.00 + 100.00 - 100.00 + 100.00 - 96.36 + 96.36 - 79.04 + 79.04 - 61.67 + 61.67 - 34.20 + 54.20 - 48.01 + 4S.01 - 42.83 + 42.83 50.625 (3) - 100.00 + 100.00 - 100.00 + 100.00 - 92.22 + 92.22 - 79.04 + 79.04 - 61.67 + 61.67 - 54.20 + 54.20 - 43.0I + 4S.01 - 42.83 + 42.83 63.000 (4) - S3.65 + 33.65 - S0.65 + S0.65 - 69.34 + 69.84 - 64.34 + 64.84 - 59.37 + 59.37 - 54.20 + 54.20 - 4S.01 + 4S.01 - 42.83 + 42.83 76.000 (5) - 6723 + 67.2S - 64.76 + 64.76 - 55.66 + 55.66 - 51.41 + 51.41 - -16.72 + 46.72 - 44.53 + 44.53 - 42.62 + 42.62 - 40.94 + 40.94 Window Flights Window Widths 19.125 (2) 2 0.000 (2) 1 24.000 (2) 26.500 (2) 30.000 (2) 32.000 (2) 34.000 (2) 36.000 (2) 26.000 (2) - 100.00 + 100.00 - 100.00 + 100.00 - 96.36 + 96.36 - 79.06 + 79.06 - 62.79 + 62.79 - 56.15 + 56.1S - 50.83 + 50.83 - 46.41 + 46.41 A 38.375 (2) - 100.00 + 100.00 - 100.00 + 100.00 - 96.36 + 96.36 - 79.04 + 79.04 - 61.67 + 61.67 - 54.20 + 54.20 - 4S.01 + 4S.01 - 42.83 + 42.83 50.625 (2) 100.00 + IUO.00 100.00 + 100.00 92.22 + 92.22 79.04 + 79.04 Gl.G7 + 61.67 54 54 48 + 48 - 42.83 + 42.83 -0 63.000 (3) 83.65 + 83.65 - 30.65 + 80.65 - 69.34 + 69.S4 - 64.34 + 64.84 - 59.37 + 59.37 ;4 + 5- . '20 ;8 + 48 - 42.83 + 42.33 13 76.000 (4) 1 - 67.2S + 67.2S - 64.76 + 64.76 - 55.66 + 55.66 - 51.41 + 51.41 1 - 46.72 + 46.72 - 44.53 + 44.53 - 42.62 + 42.62 - 40.94 + 40.94 T General NOTE: Numbers in () parentheses are cluantih• of anchors per side. Notes: Nceativc Design Loads based on Comparative Analysis (psf), and Glass Table 35 -E Positive Design Loads based on Comparative Analysis (psf), and Water Test Pressure. Numbers above are for: 10 screws or 3/16" Tapcons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail arc required. (Total of 4 :anchors at each \1cet. Rail) Max. spacing at head S.: sill at vent = 11.000 \lax. spacing at jambs = 16.000 Numbers above Ire for i2 screws or 1/4" Tapcons. NOTE: 1 anchor 5.000" on each side of meeting rail arc required. (Total of 2 anchors at each Meet. Rail). Max. spacing at head S sill at vent = 24.000 \lax. spacing at jambs = 20.000 Numbers above are for - /10 screws or 3/16" Tapcons. NOTE: Anchors 6" from each corner, \lax., and as follows: Max. spacing at head & si11 at %eat = 11.000 Numbers above are for #12 screws or 1/4" Tapcons. NOTE: Anchors 6" from each corner, 'Max., and as follows: lax. spacing at I, .ad & sill :t( vent = 24.000 Max. spacing at jambs= 16.000 Max. spacing at jambs = 20.000 Revisions: A lo:eriol: Jro..n 6 Revised 8 Vrndar Y' Anchors 6" from each corner, lax., and as follows: Anchors 6" from each corner, \lax., and as follows: laxacx , a a,ary %'/ W.vc -- 1 -J PPROVEU AS COMPLYING WTI{ TIt OUTH FLORIDA BUILDING CODE AT RODU'T CO r' ROL OIV:S.O"I X BUILOIP CODE COMPLIANCE OFFI ACCEPTANCE NO q 1 - 1 2) z. D t / XX XX X OR X OR X 1 progressiveL 4 5 technolog y .a e.., .0 s, .,w1 .1 mm, av» n.a.., N :IOSSir;cotion: Prod. Category: Seres /t,IOd&: Item: She i 700 FTL - s 9 or 10 Cote 1 Description: 08/27/9 COMPARATIVE ANALYSIS FOR 76" HIGH CASEMENT oat`: W62-7 USING DS8 ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) ;rcre: address: P. U. BOX 9 Size: Cro ,.ing No.: N.T.S. NOKOMIS, FL. 34274 B 1 .3. 0 1 �' Window Window Widths \Wint!ov \\•icitl:s 19.125 (2) 20.000 (2) 37.000 Heights 40.000 37.000 (4) 40.000 (4) 42.000 (4) 4S.000 (4) 50.000 (4) 53.125 (4) I 54.000 (4) 60.000 (4) 26.000 (2) - 103.19 + 104.00 - 90.00 + 90.00 - 31.63 + S 1.63 - 62.50 + 62.50 - 57.60 + 57.60 - 51.02 + 51.02 I - 49.33 + 49.3S - 40.00 + 40.00 33.373 (2) - 105.19 + 104.00 - 90.00 + 90.00 - S1.63 + 31.63 - 62.50 + 62.50 - 57.60 + 57.60 - 51.02 + 51.02 - 49.3S + 49.3S - 40.00 +40.00 50.625 (2) - 6S.59 + 6S.59 - 67.05 + 67.05 - 66.10 + 66.10 - 62.50 + 62.:0 - 57.60 + 57.60 - 51.02 + 51.02 - 49.3S + 49.3S - 40.00 + 40.00 63.000 (3) - 47.13 + 47.13 - 46.12 + 46.12 - 45.4S + 45.43 - 43.76 + 43.76 - 43.24 + 43.24 - 42.45 + 42.4S - 42.23 + 42.2S - 40.00 +40.00 64.000 (3) - 45.37 + 45.37 - 44.SS + 44.33 - 44.27 + 44.27 - 42.60 + 42.60 - 42.09 + 42.09 - 41.35 + 41.33 - 41.13 + 41.15 - 39.91 +39.91 Window Heights Window Widths \\'indott' Widths 19.125 (2) 20.000 (2) 37.000 (6) 40.000 (6) 42.000 (6) 4S.000 (6) 50.000 (6) 53.123 (6) • 54.000 (6) 60.000 (6) 26.000 (2) - 105.19 + 104.00 - 90.00 + 90.00 - S1.63 + 31.63 - 62.50 + 62.50 - 57.60 + 57.60 ^ - 51.02 + 51.02 - 49.33 + 49.3S - 40.00 + 40.00 3S.375 (2) - 105.19 + 104.00 - 90.00 + 90.00 - 31.63 + S1.63 - 62.50 + 62.50 - 57.60 + 57.60 - 51.02 + 51.02 - 49.33 + 49.3S - 40.00 + 40.00 50.625 (3) - 63.59 + 6S.59 - 67.05 + 67.05 - 66.10 + 66.10 - 62.50 + 62.50 - 57.60 + 57.60 - 51.02 + 51.02 - 49.33 + 49.3S - 40.00 + 40.00 63.000. (4) - 47.13 + 47.13 - 46.12 + 46.12 - 45.4S + 45.4S - 43.76 + 43.76 - 43.24 + 43.24 - 42.4S + 42.43 -42.23 + 42.2S - 40.00 + 40.00 64.000 (4) -45.S7 + 45.S -44.53 +44.33 - 44.27 +44.27 -42.60 +42.60 -42.09 +_12.09 -41.35 +41.35 - 41.1.5 +41.15 -39.91 +39.91 \Vi::dott Heights Window Widths Window 19.125 (2) 20.000 (2) 24.000 (2) 26.500 (2) 30.000 (2) 26.000 (2) - 93.42 + 93.42 - 90.00 + 90.00 - 62.50 + 62.50 - 51.28 + 51.2S - 40.72 ' 40.72 33.375 (2) - 9S.42 + 98.42 - 90.00 + 90.00 - 62.50 + 62.50 - 51.26 + 51.26 - 40.00 +40.00 50.625 (2) - 74.37 + 74.S7 - 72.37 + 72.37 - 62.50 + 62.50 - 51.26 + 51.26 - 40.00 + 40.00 63.000 (3) - 57.53 + 53.17 - 55.47 + 51.26 - 4S.04 + 44.39 - 44.60 + 41.22 - 40.00 + 37.74 64.000 (3) - 56.4S + 51.35 - 54.44 + 49.53 - 47.12 + 42.56 - 43.72 + 39.77 - 40.00 + 36.39 Window Heights Window 19.125 • (2) I 20.000 (2) 24.000 (3) 26.500 (3) .30.000 (3) 26.000 (2) - 93.42 + 93.42 I - 90.00 + 90.00 - 62.50 + 62.50 - 51.2S - 51.2S - 40.72 + 40.72 .- (2) - 93.42 + 93.42 I - 90.00 + 90.00 - 62.50 + 62.50 - 51.26 + 51.26 - 40.00 + 40.00 50.625 (3) - 74.S7 + 74.87 - 72.37 + 72.37 - 62.50 + 62.50 - 51.26 + 51.26 - 40.00 + 40.00 63.000 (4) - 57.53 + 53.17 I - 55.47 + 51.26 - 4S.04 + 44.39 - 44.60 + 41.22 - 40.00 + 37.74 64.000 (4) - 56.4S + 51.33 1 - 54.44 + 49.53 - 47.12 + 42.36 - 43.72 + 39.77 - 40.00 + 36.39 General NOTE: Numbers in O parentheses arc quantity of anchors per side. Notes: Negative Design Loads based on Comparative Analysis (psf), and Glass Table 35 -E. Positive Design Loads based on Comparative Analysis (psf), and Water Tcst Pressure. Numbers above are for °10 screws or 3/16" Tapcons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail :tre required. (Total of 4 anchors at each Meet. Rail) Anchors 6" from each corner, Max., and as follows: Max. spacing at head & sill at vent = 16.000 ,Max. spacing at jambs= 16.000 ,Numbers above are for g12 screws or 1/4" Tapcons. NOTE: 1 anchor 4.750" on each side of meeting rail are required. (Total of 2 anchors at each ,\Iect. Rail). Max. spacing at head & sill at vent = 72.000 Max. spacing at jambs = 24.000 _ • Numbers above are for 1410 screws or 3/16" Tapcons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of4 anchors :tt each Meet. Rail) NOTE: Anchors 6" from each corner, \lax., and as follows: \lax. spacing at head & sill at vent = 16.000 itlax. spacing at jambs = Numbers above are for t412 scrctts or 1ir Tapcons. NOTE: 1 anchor 4.750" on each side of meeting rail are required. (Total of 2 anchors at each ,Meet. Rail). NOTE: Anchors 6" from each corner, Max., and ns follows: Max. spacing at head & sill at vent = 22.000 16.000 Max. spacing at jambs = 24.000 5- .Anchors 6" from each corner, \lax., and as fotlotts: Revisions: !.lot -riot: Drown By: - D ' • 447 • Revise .i(.' . Vendor No.: Score: N. T. S. PAIL I APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 9 DAP: BY PRODU T C ' TROL DIVISION BUILDI CODE COMPLIANCE OFFICE ACCEPTANCE NO. 1 621e. ( l 4r.bcve a agar +d/ laa..ro Clossilicotion: 'Prod. Coleory: Series/Model: 700 / XX XX X OR X. N X OR X / progressive El A 55(echno!o LL.v4rn..a M 9,43 1 an b+ O.,...M4n Item FTL - 1535 Sheet: 8 or 10 c• Description: 08 27 97 COMPARATIVE ANALYSIS FOR 64" HIGH CASEMENT ° a 1 USING 3/16" ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) Address: P.O. BOX 1529 Size: IDrowing No,: (Rev.: NOKOMIS, Fl.. 34774 R 1 3 7 n ��f/ Window Ilcights \Vindoi • Widths 60.000 (6) 72.000 (7) 74.000 (7) S4.000 (7) 96.000 (7) 106.375 (7) 105.000 (7) 111.000 ( 120.000 ( 26.000 (2) - 130.00 + 104.00 - 111.11 + 104.00 - 105.19 + 104.00 - S1.63 + 81.63 - 62.50 + 62.50 - 50.90 + 50.90 -49.3S + 49.3S - 46.75 + 46.75 -40.00 + 40.00 33.375 (2) - 120.53 + 104.00 - 102.00 + 102.00 - 99.00 + 99.00 - 81.63 + 81.63 - 62.50 + 62.50 - 50.90 + 50.90 - 49.3S + 49.3S - 46.75 + 46.75 - 40.00 + 40.00 50.625 (2) - S 1.S4 + 31.84 - 72.93 + 72.93 - 71.00 + 71.00 - 61.00 + 61.00 - 54.00 + 54.00 - 43.00 +43.00 - 47.00 + 47.00 1 - 45.00 + 45.00 - 40.00 _ 40.00 63.000 (3) - 61.7S + 61.75 - 54.17 + 54.17 - 53.16 + 53.16 - 43.00 + 4S.00 - 40.00 + 40.00 - 33.00 +33.00 - 37.00 + 37.00 -36.00 + 36.00 -34.00 +34.00 64.000 (3) - 60.5S + 60.53 - 53.06 + 53.06 - 52.07 + 52.07 - 47.93 + 47.93 - 40.00 + 40.00 - 37.00 + 37.00 - 37.00 + 37.00 - 36.00 + 36.00 - 33.00 + 33.00 Window 1- 1eights \VindoN • Widths 60.000 (10) 72.000 (10) 74.000 (10) 34.000 (11) 96.000 (11) 106.375 (12) 103.000 (12) 111.000 (12) 120.000 (13) 26.000 (2) - 130.00 + 104.00 - 111.11 + 104.00 - 105.19 + 104.00 - 81.63 + S1.63 - 62.50 + 62.50 - 50.90 + 50.90 - 49.33 + 49.33 - 46.75 + 46.75 - 40.00 + 40.00 35.375 (2) - 120.53 + 104.00 - 102.00 + 102.00 - 99.00 + 99.00 - 31.63 + S1.63 - 62.50 + 62.30 - 50.90 + 50.90 - 49.3S + 49.33 - 46.75 + 46.75 - 40.00 + 40.00 50.625 (3) - 31.34 + aS 1.S4 - 72.93 + 72.9S - 71.00 + 71.00 - 61.00 + 61.00 - 54.00 + 54.00 - 43.1:0 + 45.00 - 47.00 + 47.00 - 45.00 + 45.00 -40.00 T 40.00 63.000 (4) - 61.7S + 61.7S - 54.17 + 54.17 - 53.16 + 53.16 - 4S.00 + 45.00 ( - 40.00 + 40.00 - 3S.00 + 3S.00 - 37.00 + 37.00 - 36.00 + 36.00 - 34.00 + 34.00 64.000 (4) - 60.5S + 60.5S - 53.06 + 53.06 - 52.07 + 52.07 - 47.93 +47.93 _40.00 + 40.00 - 37.00 + 37.00 - 37.00 + 37.00 - 36.00 + 36.00 - 33.00 + 33.00 General NOTE: Numbers in O parentheses are quantify of anchors per side. Notes: Negative Design Loads bascd on Comparative Analysis (ps0, and Glass Table 35 -E. Positive Design Loads based on Comparative Analysis (psf), and Water Test Pressure. Numbers above arc for 10 screws or 3!16" Tapcons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each Meet. Rail) Anchors 6" from each corner, Max., :tad as follows: Max. spacing at head & sill at vent = 16.000 Max. spacing at head & sill at center fixed = 11.000 Max. spacing at jambs = 16.000 Numbers above 'tre for #12 screws or 114" Tapcons. -NOTE: 1 anchor 4.750" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail). Max. spacing at head & sill at vent = 22.000 Max. spacing at head & sill at center fixed = 23.000 Anchors 6" frotn each corner, Max., and as follows: P.:risions: Alo: eriol: Max. spacing at jambs = 24.000 Address: P.O. BOX 1529 NOKOMIS, FL. 34274 .r APPROVED AS COMPLYING WITH Ili: SOUTH FLORIDA BUILDING CODE DAT - J L I �� 9 Q� BY PROD ,T !IU'TROL DIVISION BUILDING CODE COMPLIANCE OFFICE n ACCEPTANCE NO "t - 6 2/?. a l Size: Orow■ng No.: XOX XOX LA m � T p • 1Ia.ASLa, a a4u, 1,,/ .. ., 1...,,.,,•e,.. s,a,k,a aria, a.., »•a., Ctoszihca Prod. Category: Series /] Item: LSheet: 10 C 700 FTL - 1535 9 _ oes�riptwn: COMPARATIVE ANALYSIS FOR 64" HIGH CASEMENT USING 3/1 6 " ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) 8 1 330 1 Re;:e'l n #10 PANHEAD /12 PANHEAD 1.250 MIN. .4 • ° .° d 2 x WOOD BUCK — - ° - .250 MAX. TYP. HEAD, SILL JAMB - ° MAX. TYP. HEAD, SILL JAMB 2 x WOOD BUCK 3/16 TAPCON NO C'SINK REQ. 1 /4 " TAPCON ' NO C 'SINK REO. L . 1.250 MIN. a Q 1.250 MIN. G O e 4 4 1 x WOOD .250 -- BUCK M4X. TYP. HEAD, SILL JAMB a • 4. • .250 --- _._ 1 x WOOD ° MAX. BUCK TYP. HEAD, SILL JAMB Revisions: Molerlol: Drown By: Revised B Vendor o.: Dote: 02/17/97 aLt�^ � 1 Score: .5X NOTE: REFERENCE TEST REPORTS & COMPARATIVE ANALYSIS SHEETS FOR ANCHOR SPACING & STARTING POINTS. -- - - (:lo5 silic, lion: Desc ription: Ys✓O 28 N oe.4, }'./ L.eoarn APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE ,L I _ s DAT EY PROUD .T Address: P.O. BOX 1529 NOKOMIS, FL. 34274 ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 1 ?• 61 Prod. Category: I Series /1.1, 11 em: I{svt.c1 d Sluwl2 Orten Qxn /hkn progressive I g technolo Sheet: • ANCH. 10 of 10 TYP. CASEMENT ANCHORAGE Site: Dro.+inq No.: B 3,30 . Rev.: .4' PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375.2905 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2553 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372.6339 Series PW 701 Aluminum Fixed Window - Impact Resistant under Chapter 8 of the Code of Miarni -Dade County governing the use of Alternate Materials and Types of Ln� . Chapt C : vernin p bed herein, has been recommended for acceptance by the :'1ia -mi-Dade Construction, and described " County Building Code Compliance Office (BCCO) under : ne conditions specified herein. This approval sha: not be valid after ±e epiratioi'. C° stated below. BCCO rese� - --•e -••-- �r0 va •; _ e r a a : - , from jo'js or =a'2._ :_.'s plant for Quality co itsol ieSt' S If this product c :...a.....ai _ails to perform in the ap ro'.ed :- ^er, BCCO , .. material eci :atel BCCO g ? : CO -YeS the riht to revoke c -JvaI '.f is is de:ermined BCCO ;hi nr0C the use of such ✓:o��u�. or r :a__ --, ;1 � .. .__�_ of _.._ - r .,- - _ te :0 -- t h e _eauirementS of the 5C'�... Florida B'.Ii,__. Code. : - . il Le th ..: _ a :1 :e . PGT Industries 1070 Technology Drive Nokomis Acceptance N o.: 99 -021 S.01 E xpir es : ' 02302 THIS IS THE COVERSHEET, SEA ADDIT10� AI PAGES FOR SPECIFIC AND GENERAL C OND1 T 10Ns reviewed he BCCO tt c` ` ,' Dade Ce' Florida under the conditions __: forth e. i � Ii -1 'r Approved: 05/20 /1999 FL 34274 BUILDING CODE & PRODUCT REVIEW COTVIMI TTEE 1 of 3 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MEtKO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 / i ; '. ..:- . Div:._ _.. jA66 PA, rancisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance Off: pGT Industries 4.1 r1110Vati NOTICE OF ACCEPTANCE: ACCEPTANCE No.: APPROVED EXPIRES SPECIFIC CONDITIONS 2 of 3 Manuel Product 99-0218.01 MAY 2n )999 MAY 2 0 200 1. SCOPE 1.1 This approves an ailEn.u.m fixe...1 window describi in Section 2 ol. this Notice of Acance. desiFned io c3att with. the Souill Foriola Builchva Cock t SP-BC), 1994 E.(lition for V County, for the loont:.ons v:he7e..'ne. pressure reo as drmined. by SFBC Ch.7.-. 23, cl-. not excee6 the Desis Presstr:e F.a values indica tej. in t:-..e 37)D-coved ,ira\vin=s. PRODUCT DESCRIPTION 2.1 The Series PNA 701 .Alurninum FiNcd \\*indov - tr,-..pact Resistant •1 C7.e. :31,13'.'rThZ j.,DCU.::-...-.L.S: 71,2 Piczt Win.'.ov 0)" Shc.-._:r.s 1 .r,...ouL,1-, (.t :. 16 c..:E. r-zvisc. c. 1.•'‘, c. ....; a: s,2ale..1 'by Robe:7z L. C'n,.:',:. P.E . 1--'.3 ',he. 'mi-Da cle t.:,:-:.. '..'.:. Con'_: a.T.-..p::.1val s2.7..,.• % . . * : - ...2 and ,:;_•:. dy.:c :::: Iile ';:a-.--:-.:-D,I.i-a C:.•..,..:r.ty Prc..::: : :-::::•:. ...-.:;rtinarizr bo ref a....r...:.L- 3. 1_,IMITATIO 1 N.STA.L l..-',T1 ON :-.:,..e,:.....•..._::.- . 1 .---:.1.trrioan.:. F..c..:. 5:.-.5-.e:-.-. S S':• : ::-.:" .: . 72: • 7, 5.1 c-ch , ,'..-...it sha.1 a i-rr.1:2 .. . wi:h CrIc ..z-_-....-::-L7t1..: 7,:=,:nt Or ‘.:::.'...,:n, . LABELING Ccozv.. ?ro.. :,:r.:,:c: 6. BL' ILDI NG I'ER\IIT REQUIRD4ENTS 6.1 Application fOr building T:e7. shall b.2. accornp.rj_e:i .: ,:-..-_,D;es 3111:-: 6.1.2 Duplicate copies of t :tooro...ed draNNinn.s, as identified in Section. 2 of this Notice of 6.1.1 This Notice of Accep(ar A.cceptance. clearly marked to shoav . the eonlponent; selected for tl propcsed his:a:la:ion. 6.1.3 Any other documents required by the Buildim Official or the South Florida Buildinca Code (SFBC) in order to F.roperly evalt.rat;the installation of this system. CZ,W erez, P.E. Product ol Division ------- PGT Industries 99- 0218.01 - APPROVED tiAY 2 0 1999 MAY 2 0 2002 ACCEPTANCE No.: EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (app } roval shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approved ", or as specifically stated in the conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: of Tr :e has beer: a change in the South Florida Building Code affecting the evaluation o. s product and the a) product is not in cornpliance with the code changes; :oduct the sae product (identical) as the one o r i ctina app The is no longer _rn r this C0v ° ^ .PCiL..'f c ) If ' Acceptance holder has not complied with the recuiremens c� t: acceptance. C the AC1 ep[?rl.. the correct. installation of the product; documentation initially y ll prepared, staled the required docu_.- o i d) The erair:eer who ong�nally ?rep .., signed and se subr is no Ionizer practicing the engineering_ profession. -;C / ,� `aC;ure of product ,,,, Or ^rOceSS shall e i n the 1'? • rials, use, '' .. �. '. ;' :., :s:o:: o: �::a~ :�� `" De cause for termination ,_ :t ' .,; t�- :..e„ moo :J' a.. -as ✓ee- al 0 termination of this .Acce .a._ 'i eSS . • r' - ^ e f ,iir o a revision a0 . plica :io .v :h aDp :0 7 5. Any o= the t0 :loinz. shall also be grounds for removal of _. :s Acceptance: ) '�� -i ;actor p er miriC foae of this product 0: process. 3) ` i an i Orodu'ct, for sales, dveriisi or a:':, Ot.. _. b) �1i_use of this Acceptance U endorsemerl0' ' pc:pose. and ;oi';o: 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, r may be displayed in advertising: literature. If any po lion of the Notice o: by the expiration dare ma i -- Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other sh ocum nits, where it a pplie s , s a. be provided to the user by the manufacturer or its distributors and the iob site at all time. The engineer need ndt reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this la t page 3. " ' .Examiner Manuel •erez, P.E. Product Co Produc : trot Division END OF THIS ACCEPTANCE 3of3 1 a • 6.250 • 17.750 MAX. ON CENTER 48.000 MAX. es 3 1 . O CENT Ei 6.750 f 5- Vendor •,•_ • •••=•- •••• --••• . • - •=--• jj •k‘7.- — • • ; ().' • — LARGE M!SSLE tviPACT • WINDOWS 1.) GLAZING: 7/16 (. 454) LA,L, Vi/INTERLAYER (3/16" HS/. 090 FILM/3/1 6" HS) 2.) CaVF1(.;URATIO('IS: 0 3.) DESIGN PRESSURE RATINC: +90 P. S. F. , — 90 P. S. F. 4.) AM 5 1 /2_ r ("" CI 1 r r. ; 6 3,/4" h01Y, .* 0 I 7 s / C-;•• 4 r " . • \ Mci P.O. BOX 1529 I- -r • - , = .• • - • 2 •• • - f . •=. . • = • ; • — 1:-2 .7.8.I• f. technolcK ccr IMPACT PICTURE WINDOW (0) ` .S Crxg 4 4 V.= A • • —• ' • i 1 i • • i \ • • '! " • • : ' t . • . • . . • • • . . . . . . . . . • • . ". • • . • , • 7/16" (.454) IN MONSANTO liNIFERLAYER 7/16" (.454) W INTDYLA-YER P.O. BOX 1529 NOKOMIS, FL. 34274 r-• i f)rc.- • 7 13 . 1 4 " 1 / . . •••••••••••••••••• " • ' = • t a.= - " • - • • t • - ; • • • r• • • _ 1.250 \ 1 TA. P C 0 ;' I 1 L \ 1 I . 11 \ I . ____! • .. N 1 ____, 1 ,----1 -< ii 1 1 1 1 I j' 1 L-T- 1 1 I ; \ H'• (1 ■ f ; ; . : I t . 1 < • 1 I 1 . I ! t ; • t t I t 1 i i ; • 1 \ 1 \ t i 1 • t t • ,_...‘, ;•• i 11 -N .•••-•. - ,- . . ..__...--- / n 1 : ---,.:,•••--t .,:_- •••._, r•-_-• 7 1 / :*•-• 1 • • t • z ••— , • /. 1. ; A j _•-• • ZS' ,t • ; . • _ .. • . - . • . • - - P ••••Ar____. t i , t , • ; . • 1.250 i ll 1 • i \ ; i • • 2 x WOOD BUCK I t • • < - _ ' • 4 ;•-•..--;‘,. • ,- i ./..;.• .< _ :•••• ••• - , • , under this permit. as are licensed by Miami Shores Village. STATE OF FLORIDA COUNTY OF DADE. Permit No. Disapproved (Signed) } SS. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida. and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date ©mac, ;e7 I 1 G 1990 Owner's Name and Address ') No ,I Street 7 Registered Architect and or Engineer v / Name and address of licensed contractor 2---S CX 477 o " 6e' 9 L C ' 69 7- / - N y Location and legal description of lot to be built on:// ? tl6 / 7 6 G7 ���? D 37e- T d� i Lot " Block Subdivision // l° — 3 7 ! �/ 2 / / 5402& cam -C . 2 Street and Number where work is to be done S7 4 tI State work to be done and purpose of building (by floors). state exterior colors (submit samples) /t457, e /- dam tJ 7S — 1 , 265 , ®O , New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering dei't:7 Estimated Total cost of improvements 5 0 ® Amount of Permit S 7„..— Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as ao employer of Labor under the Florida 1Vorkmen'� Compensation Act. being Section 5966. Compiled General Laws of Florida. Permanent Supplement. and has complied witH the provisions thereof. and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit: a . will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agree empl.. o. y such subcontractors. on work to be performed Remarks (Signed) G / 479ed0 ,95 and for no other purpose. Before me. the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. and who. being by me first duly sworn. upon oath deposes and says that he is the of the above described construction. that he has carefully read the foregoing application. and that he did sign the same. and that all facts therein by him stated are true. 7 Date 1/S 1/9/ Date Read. Sworn to and Subscribed before me. PLANNING BOARD DATE Notary Public. State of Florida Building Inspector My Commission Expires Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of 525.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and or workmanship.