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WINDOWSMIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 5 / Type Insp'n / t 1Z yt 5e Permit N o. I3P zoo q- 541 Name ! � pp P ` ✓T V Address 1 C I " E.. r s Company 1 1 1 1 5k e.,. a Phone # Inspection Date Approved Correction Re- Insp'n Fee Contractor's Company Name Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. of 2-0 54' I BUILDING PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Tit a older) � �ne 1 6p try Phone # Owner's Address 1001- City Pfl4Ki Stw /c f State Ft- Zip 3 3 Tenant/Lessee Name Phone # 30 S:-7S i 6 0 ? Job Address (where the work is being done) S 4 43 40 Vt. City Miami Shores Village County Miami -Dade Is Building Historically Designated YES ,, nn NO 6 LL i9�ndot.) Zip Phone # 3 0s- 2-3 S pip Contractor's Address gS(C Y. V. t Z 9 Trrtc fL *r 3 ^ '- 6 y l l h City Witt; / State rt- Zip 33(5 Qualifier tio( awkud 41 - T s ii I APR 2 3 2004 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ( 7 000 • l) l) Square Footage Of Work: Type of Work: ['Addition ['Alteration :New lam' Repair/Replace ❑ Demolition e .1.,. a _� rtrovc Describe Work: ro n m( ie 9 * * * ****************************Fees*********************************Fees****************************** * Submittal Fee $ Permit Fee $ / 7 r CCF $ lv' 2V** CO /CC Notary $ Training/Education Fee $ t 1 419 Technology Fee $ 4, 3 8 Scanning $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ o� S 7 i 73 (Continued on opposite side) Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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. Chc 12/15/03 My Commission Expires: APPLICATION APPROVED BY: Owner or Age The foregoing instr anent was acknowledged before me this Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _ , by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOT • Y P :I,jC: v �► Joseph ttz NOTARY PUB C: (`/�' • t Sign: 1 tiycommstlonoo2o41es av Sign: � �' alV It. my Cavitz on w E ,ca A n 2 i, 2007 k M1 BP's` Art 21 2007 Print: Print: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAY - 4 2004 Plans Examiner Engineer Zoning ILLSTATE • / INSTALLER: NAME: r 8Qfp r DATE OF INSTALLATION: ADDRESS: ( Z- ti q � � S 7 HOME PHONE: 7 S-( (:)(1 CITY: ! ( • at/ 1 MUf� as 711 Ft ---�, ,�a X /ejeDo STATE: F 1 ZIP: 3 1 3 ,' OFFICE PHONE: DIAGRAM 1 4 h 40f iZ,o1 hi C ttUI Wm clew s 15Lit J Ft CONTRACT NUMBER: S 7 I SALESMAN: (a,;, AC( l i1r.1 tc eMc .l ( 61,A i4; u4 l'i? -161 ) cc J ft L � ( t1 c c c.14,1 ( 4n-WI- 4-111 /' 3 f } N .5-0 r4' 3103 f►c; t; 4 (4cv.) 2- l Ga.s_.�K�' Lu h0 �� • {U_ Z il 10ter P �LOOKIN OUTSIDE/IN — FRONT OF HOUSE �.. i s j Cs) A M v 3 : J i y I lekKt- --r O-? e �1 n BUILDING CODE COMPLIANCE OFFICE (BCCO) I'RODUCr CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33 130 -1 563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 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: Series "C -700" Outswing Aluminum Casement Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. 339, titled "Aluminum Casement Window ", sheets 1 through 5, prepared, signed and sealed by Robert L. Clark, P.E., dated 3/22/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration datc 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 # 01- 1108.07 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez.. NOA No 02 -0327.04 Expiration Date: January 28, 2007 Approval Date: May 23, 2002 Page 1 MIAM[DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAM1 -DADE COUNTY. FLORIDA .METRO -MADE FI.AGLER 13UII.DING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 3 3130 -1 56 3 (305) 375 -2901 FAX (305) 375 -29 :IS PCT Industries P.O. Box 1529 Nokomis, FL 34274 Sc0PE: 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 (AH1). 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: Series "PW- 701" Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. 4214, titled "Aluminum Fixed Impact Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 02 -16 -98 and Last revised on 09 -09 -02, signed and sealed by Robert L.Clark, P.E., bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 notcd 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 and renews NOA # 99- 0218.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 02 -0716.03 Expiration Date: October 03, 2007 Approval Date: October 03, 2002 Page 1 05/05/2004 15:39 3052327850 HURRICANE WINDOW NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO, TAX FOLIO NO, STATE OF FLORIDA: COUNTY OF MIAMI - DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 10 01- Pe, 7W 5 - tt�a Spa ^cs , rc 3 50 F 2. Description of Improvement:_r� r�cG C�dO W! 3. Owner(s) name and address: r 4 '" Interest in property:, Name and address of fee simple titleholder: 4. Contractor's name and address: Ater 1u ()i • w "� S L.I �e �_. _ 5 r 5f 5, 14J- It 4 1 7`70/•1 -cot. el taw," N. 33 /S'/ 5. Surety: (Payment bond required by owner from c ract if any) COi. ",i r OF r F1:)! Name and address: r Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by -tr provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: _ 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dii� date i . specified) 4 ( �s. !.1 Sign - re of Owner Print owner's Name P'■( T 0 Pr P J F Kr____ Prepared I ' � �1 ���� � gist Court Sworn to and subscribed before me this day of , ? 137 01 S.W. W J e Joseph Daft Address: i, Florida 33176. Notary Public Print Notary's 123.01 -52 PAGE 4 8102 My commission expires: Orrgmed Ned rn • PAGE 03 1111111111111111111111 11111111111111111111111 CF1 ?OO 4•RO? ° 153 5 DR I;k 22223 P5 4253; (Iasi) RECORDED 04/21/2004 10;00=54 HARVEY RUVIN, CLERK OF COURT MIAMI--DADE COUNTYv FLORIDA LAST PAGE NS Wei/Pk s i 33 3 ► or Ce , r,;p r! of :‘ 1 4 ... • .1.11 ■ .� ��. HARVEY R' v'► ('_ �MI �f111 In 4 P Y ,l„"►'S'� °e - rued as OCU SEC 1„ Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -541 Printed: 5/4/2004 Applicant: JANET BAPPERT Owner: BAPPERT JANET JOB ADDRESS: 1002 NE 98 ST Contractor BROTHERS TWO WINDOWS& SCREENS INCContractor's Address: 8515 SW 129 TERR Local Phone: Parcel # 1132050180300 Legal Description: REV PL MIAMI SHORES SEC 8 Fees: Description Amount FEE2004 -4509 Building Fee $175.00 FEE2004 -4510 CCF $10.20 FEE2004 -4511 CO /CC $50.00 FEE2004 -4512 Training and Education Fee $3.40 FEE2004 -4513 Technology Fee $4.38 FEE2004 -4514 Scanning Fee $15.00 Total Fees: $257.98 Total Fees: $257.98 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/20/2004 Construction Value: $17,000.00 Work: TO REMOVE AND INSTALL NEW LARGE MISSILE IMPACT WINDOWS (20) Signed: (INSPECTOR) Page 1 of 1 PB 43 -69 LOT 13 MAY 0 5 PAID 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BLK 180 LOT M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dadc 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 (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 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: Series "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed sealed by Robert L. Clark, P.E., dated 5/22/02 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 # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 M I A M 1•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 06/28/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: 1 "x Heavy Wall - Aluminum Tube Clipped Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This 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. 7 ACCEPTANCE NO.: 01- 0323.02 EXPIRES: 06/28/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\s0450001 \pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buiidingcodeonline.com PGT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED JUN 2 8 2001 EXPIRES JUN 2 8 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, 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 1"x Heavy Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6621, Sheets 1 through 6 of 6, titled "1" Heavy Wall Mullion Arrangement Detail", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either 1x2x.375 (2 anchors) mullion, 1x2.75x.375 (3/4 anchors) mullion, 1x2.75x.650 (3/4 anchors) mullion or 1x4x.375 (4/6 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 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, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.1.3 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. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the install . ' on of this system. aae Manu = Perez, P.E. Product C Prod ct trol Division 2 aminer PGT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED JUN 2 8 2001 EXPIRES JUN 2 8 2006 NOTICE OF ACCEPTANCE: STAND CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other 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 ACCEPT CE 3 Manuel Produc ' er - , P.E., Product Co 40 xaminer ntrol Division COMPARATIVE ANALYSIS FOR: 5/16" LAMINATED 1I5A,.09U,1 /6A r- 1 t_ -1z4 WINDOW WIDTH WINDOW HEIGHT 34.000 38.375 50.625 56.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS 48.000 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 53.125 -75.0 75.0 -75.0 75.0 -75.0 75.0 -69.0 69.0 -63.7 63.7 64.000 -75.0 75.0 -75.0 75.0 -57.2 57.2 -52.5 52.5 -45.3 45.3 66.000 -75.0 75.0 -75.0 75.0 -55.2 55.2 -50.0 50.0 -42.9 42.9 72.000 -75.0 75.0 -67.8 67.8 -49.9 49.9 -44.4 44.4 -38.6 38.6 74.000 -75.0 75.0 -65.4 65.4 _ -48.6 48.6 -43.3 43.3 -37.6 37.6 5" MAX. 63" 62 50 K MAX. 4" (SEE NOTE 4) 11" MAX. ON CENTER z z N 36. 125 / 74" MAX. SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS 4" (SEE NOTE 4) X 36. 125 5" MAX. E�` .3/ 5" MAX. 1 1 1 " MAX. ON CENTER 5" MA`(.- 3 Robert L. Clark, P.E. ?'E #39712 LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5/16" (.350) LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PVB W /BUTACITE INTERLAYER. A. 1/8" HEAT STRENGTHENED GLASS, .090 INTERLAYER, 1/8" HEAT STRENGTHENED GLASS B. 1/8" ANNEALED GLASS, .090 INTERLAYER, 1/8" ANNEALED GLASS 2.) CONFIGURATIONS: XX 3.) DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300- 4.) ANCHORS: MAX. 5" FROM EACH CORNER #10 SCREWS - 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL 3/16" TAPCONS - 1 ANCHOR, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11" MAX. SPACING AT JAMBS: 1 1 " 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2246 COMPARATIVE ANALYSIS FOR: 5/16" LAMINATED (1 /8HS,.090,1 /8HS) FTL -224 ALL SIZES UP TO 74.000 WIDE x 63.000 HIGH: 1 NEGI -75.0 1 POST 75.0 P.O. BOX 1529 NOKOMIS. FL 34274 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F. K. Revsd 8y: F.K. Drown 8y: D. B. Dote: 3/8/02 1 1 t /6/01 Date 2/13/98 Revisions: MODIFY TABLE Revisions: ADD SHT & TABLES ELEVATION "XX" CONFIG. PRODUCT REVISED a complying with the Florid* Ridding Code Acceptance No �� Expiration Dute_onraev ep, ; "" BY DIviafon uct Co Title: ALUMINUM CASEMENT IMPACT WINbOW Series Model: ! Scale: AITR A I l Sheet: 1 of Drawin 9 No. 3 3 0 Re. / inn I l I COMPARATIVE ANALYSIS FOR 5/16" LAMINATED (1/8A,.090,1/8A) WINDOW WIDTH WINDOW HEIGHT . 40.000 50.625 83.000 68.000 70.000 72.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 24.000 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 26.500 -75.0 75.0 -75.0 75.0 -65.9 65.9 -83.5 63.5 -62.6 62.6 -61.7 61.7 28.000 -75.0 75.0 -69.7 69.7 -58.6 58.6 -56.3 56.3 -55.3 55.3 -54.2 54.2 32.000 -75.0 75.0 -57.9 57.9 -46.4 46.4 -43.4 43.4 -42.2 42.2 -41.1 41.1 72" MAX. 5" MAX. TYP. X F+ 29 723 - 11" MAX. ON CENTER 5" MAX.- 32" MAX. SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5/16" (.350) LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PVB W /BUTACITE INTERLAYER. A. 1/8" HEAT STRENGTHENED GLASS, .090 INTERLAYER, 1/8" HEAT STRENGTHENED GLASS B. 1/8" ANNEALED GLASS, .090 INTERLAYER, 1/8" ANNEALED GLASS 2.) CONFIGURATIONS: X 3.) DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300 -98. 4.) ANCHORS: MAX. 5" FROM EACH CORNER MAX. SPACING AT H E A D & SILL: 1 1 " MAX. SPACING AT JAMBS: 1 1 " 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2246 Robert L. Clark, P.E. PE #39712 COMPARATIVE ANALYSIS FOR: ALL SIZES UP TO 32.000 WIDE x 72.000 HIGH: INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 5/16" LAMINATED (1 /BHS,.090,1 /8HS) Revsd By: F.K. Revsd By: F.K. Drown By: D.B. Description: Title: r: -inn Dote: 3/8/02 Dote: 1 1/6/01 Dote: 2/13/98 1 Revisions: MODIFY TABLE Revisions: ADD SHT & TABLES ELEVATION "X" CONFIG. NEG) -75.0 1 POST 75.0 PRODUCT REVISED as complying with thr Florida Bidding Code Acceptance No 02- e3 27 . 4 Expiration DateSanue 4 ut 1 Dade Prod oetrot ALUMINUM CASEMENT IMPACT WINDOW Series /Model: Scale: Sheet: `Drawing No. `Re N T.S 2 of 5 ITEM PGT # DESCRIPTION QTY. LOCATION VENDOR VENDOR ; 1 60228 FRAME HEAD, SILL, JAMB 4 4 INDAL GAS -44451 2 69999 FRAME MEETING RAIL 1 0 ALUMAX GAH -44201 3 644588 SASH HEAD, SILL, JAMB (IMPACT) 8 4 INDAL GAS -44588 4 781 PQA 8x 1 SCREW PAN HD. QUAD. 24 (16 (main frame /sash assy. screws) FASTEC IND. 5 7CORNMLG LG. MAIN FRM, CORNER KEY 4 (4 PRECISION FAB. 6 7CORNMSM SM. MAIN FRM /SASH CORNER KEY 12 8 PRECISION FAB. 7 40712 PLASTIC MAIN FRM. CORNER KEY 4 4 VINYL — TECH. / PGT 8 6Q200K W.STRIP, .190 x .200 QLON 1 2 (in vent top rail) SCHLEGEL CORP. Q200x190 9 6Q150K W.STRIP, .190 x .150 QLON 6 3 (at vent bottom & side rails) SCHLEGEL CORP. Q150x190 10 6FRMBK MAIN FRAME BULB WEATHERSTRIP 4 4 in main frame) PROTOTYPE PLASTICS FP -176 BL 11 49004 SASH LOCK 2 2 I. h. fr. jamb, 12" from ends)_ / PGT 49004 12 7KEEP SASH LOCK KEEPER 2 2 vent mtq rail, 12" from ends) TRUTH HARDWARE 208000 13 7CAOR /L CASEMENT OPER. RT /LEFT 2 1 ® lower right frame corner) TRUTH HARDWARE 23- 19 -23 — 14 7TRAK OPERATOR GUIDE TRACK 2 1 1 per operator) TRUTH HARDWARE 30175 15 7CEHG STANDARD HINGE 2 1 ® right frame corners) TRUTH HARDWARE 35.10.00.10 16 710516PPA 10x5/16 SCREW PAN HD. PHIL 12 6 operator /hinqe /trak screws) MERCHANTS FASTENER 17 5/16" (.350) W /MONSANTO INTERLAY£R 2 1 H.P.G. 18 5/16" (350) W /DUPONT INTERLAYER 2 1 H.P.G. 19 6536168 EXTRUDED GLAZING BEAD, 5/16 8 4 ALUMAX 536168 20 62899C SILICONE DOW CORNING 899 21 6SM55W SEAM SEALER SCHNEE — MOREHEAD SM5504 22 6TP248 VINYL BULB WEATHERSTRIP 8 (4) TEAM PLASTICS TP -248 REFERENCE TEST REPORT: FTL -2246 TYPICAL MAIN FRAME CORNER TYPICAL SASH CORNER .1 Robert L. Clark, P.E. PE #39712 NOTE: QTY'S IN BRACKETS ARE FOR X CONFIGURATION P.O. BOX 1529 NOKOMIS, FL 34274 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 Revsd By: F. K. Revsd ee F K. Drawn By: D. B. Date: 3/8/02 Dote: 2 /1 3/ 98 PARTS LIST Title: Revisions: NO CHG THIS SHT. Revisions: CORR. SHT. NO. ALUMINUM CASEMENT IM Series /Model: (:— 7nn Scale: Sheet: N TS 3 of 5 PRODUCT REVISED as complying with the F oiida Boiling Code Acceptance No 0 2 -OVA . el Expiration Datela+tuuri 31$ Ea B Miami Dade Product C Division PACT WIND6W Drawing No. Rev .3.39 63" MAX. HEIGHT 1.182 ij 1.575 2.000 SECTION A-A REFERENCE TEST REPORT: FTL -2246 WALL THICKNESS .062 .250 MAX. SHIM SPACE } MAX. SHIM SPACE WALL THICKNESS .050 1.924 i 56 1/2" MAX. DAYLIGHT OPENING L1.837 GLASS 1/8" HEAT STRENGTHENED GLASS 30 7/8" MAX. DAYLIGhT OPENING TYP. O Thr-L_ Robert L. Clark, PE PE 1#39712 Structural r 1 1/2" GLASS BITE 4.028 WALL T HICKNES 1.260 --a- 74" MAX. WIDTH SECTION B —B .090 INTERLAYER (SEE NOTE) - •-- -1 /8'" HEAT STRENGTHENED GLASS P.O. BOX 1529 NOKOMIS, FL 34274 1 GLASS Series /Model: � _7nn .657 1/8" ANNEALED GLASS ALUMINUM CASEMENT IM Scale:: I Sheet: A/7 I d of c i 2.000 1/2" GLASS BITE r .090 INTERLAYER (SEE NOTE 1/8" ANNEALED GLASS NOTE: INTERLAYER IS .090 MONSANTO SAFLEX OR DUPONT W /BUTACITE GLAZING OPTIONS: 5/16" (.350) LAMINATED GLASS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F.K. Revsd B : F Ky Title: Date: 3/8/02 Date: 11/06/01 Drown By: Dote: D. B. 2/13/98 Revisions: NO CHG THIS SHT. Revisions: GLAZING DET. SECTIONS & GLAZING D PRODUCT REVISED a complying with the Florida Bs ding Code s- 012 7. 0`4 Acceptance No o Eiplratioo Date w Dade hvdeet � �o ' I Divisive ETAILS PACT WINDOW' Drawing No. z z n Rev 4 TYP. HEAD, SILL JAMB 2 x WOOD BUCK 3/16" TAPCON NO C'SINK REQ. (NOTE 2) AX. NOTE: 1. REFERENCE TEST REPORT FTL -2246 & COMP. ANALYSIS SHEETS FOR ANCHOR SPACING & STARTING POINTS. 2. USE MIAMI —DADE COUNTY APPROVED TAPCONS. 1 1/4" MIN. d • C 4 . . 1 x WOOD BUCK 4. . a • • 4 . °• • d TYP. HEAD, SILL JAMB Robert L. Clark, P.E. PE #39712 �-+- 2.000 ---- 1.102 1_____ .050 P.O. BOX 1529 NOKOMIS. FL. 34274 4.028 1.260 0 MAIN FRAME 6063 —T5 ALUM. Series /Model: � _ inn 1.924 0 FRAME MEETING RAIL 6063 —T5 ALUM. t Scale: I Sheet: A/ Tc S of 1.575 rtst_s. 1.837 ----I 0 SASH FRAME, IMPACT 6063 —T5 ALUM. .050 Drawing No. 33Q .401 .062 .626 F11-1 ti 1.096 I ..- 0 GLAZING BEAD, 5/16 6063 —T5 ALUM. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F.K. Revsd By: F.K. Drown ey: D. B. Title: Dote: 3/8/02 Dote: 11/6/01 Dote: 2 / 13/ Revisions: NO CHG THIS SHT. Revisions: RMV ALT. ANCH. ANCHORAGE & EXTRUSI ALUMINUM CASEMENT IM PRODUCT REVISED as complying with the Florida Baidlog Code Aceeptaoce No OZ- Ezpiration Dotefo L$. 1Mf al Dade Prods, Division N PROFILES PACT WINDOW Re DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A 37.000 A A A A A 44.000 A A A A B 53.125 A A B B B 63.000 A B B B B 74.000 _ A B B B _ B LARGE MISSILE IMPACT WINDOWS GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. DUPONT W/ BUTAC TE LAMINATED INTERLAYER MONSANTO SAFLEX PVB OR N (2) LITES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS CONFIGURATIONS: XO or OX • DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST TABLES ASTM E 1300 -98. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL MAX. 15" SPACING. JAMBS; MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. • SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. • REFERENCE TEST REPORT: FTL -1969 58 M FIXED DAYL OPE MAX EIGHT I 1 8" MAX f I ' 8" MAX 4" MAX --I _--� 4" MAX ELEVATION PRESSURE & GLASS AS FOLLOWS & PER SHT CENTERLINE. 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYLIGHT -- --- DAYLIGHT OPENING OPENING 3. 1/4" AX LITE IGHT — NING 0 x 57" VE DAYL OPE ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 MAX NT IGHT NING SEE NOTE 4 ON MEETING RAIL ANCHORAGE DESCRIPTION FLANGE FRAME JAMB (Alum. 6063 —T5) FIXED MEETING RAIL Alum. 6063—T5) SASH MEETING RAIL Alum. 6063 —T5) SASH SIDE RAIL (Alum. 6063 —T5) GLAZING BEAD (Alum. 6063 —T5) WINDLOAD ADAPTER (Alum. 6063 —T5) FLANGE FRAME HEAD (Alum. 6063 —T5) FLANGE FRAME SILL (Alum. 6063 —T5) 612238 1 FRAME SILL ADAPTER (Alum. 6063 —T5) 612239 1 SASH TOP /BOT. RAIL Alum. 6063—T5) 612240 2 SCREEN RETAINER (Alum. 6063 —T5 6532377 1 5/16" .350 LAMINATED USING 2 1/8 ANNEALED GLASS 5/16" (.350) LAMI USING (2 1/8" HEAT STRENGTHENED GLASS ANTI —LIFT CHANNEL (Alum. 6063 —T5) 612244 1 (® mids pan of vent) 10 x 1.000 Ph. FI. SMS 6 x 1.000 PH. PAN SMS WEATHERSTRIP, THIN WALL BULB VINYL #8 x .500 PHIL. FI SMS #8 x 1.000 PHIL.. P.H. SMS SWEEP LATCH WEEP HOUSING WEEP FLAP ROLLER HOUSING BRASS WHEELS WEATHERSTRIP — PILE \FINSEAL SILICON 27 WEATHERSTRIPPULB VINYL Robert L. Clark. P.E, PE #39712 V.T. # 612225 612228 612229 612230 6534571 612236 612237 710X1 76X1PPA 6TP247 7856A 7BRWHL2 61062W 62899 6TP249 1 1 8 P.O. BOX 1529 NOKOMIS, FL 34274 QTY. /LOCATION 1 (® midspan of frame sill) 1 4 Windload Adapter screws) 2 for anti —lift channel) 8 (1 per Glazing Bead 2 (Sweep Latch screws) (when using 2 Sweep Latches) 781PQA 22 (Frame /Vent asst'. screws) 71096 1 11.5" from ends —vent mtg. rail) 2 if height is >= 42" 70250 3 1 ®midspan ®4 from ends 70251 3 1 ©midspan 2 1 4 from ends to rail 2 (® ea. end of vent 4 (2 per Roller Housing 2 ( ©vent top /bot rails & mtg. rail) 1 (CO vent jamb rail) Series /Model: HS -710 Scole: Sheet: ALU MAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX FASTEC NTS 1 of 4 VENDOR MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MASTER TOOL MASTER TOOL MASTER TOOL VINYL — TECH /P.G.T. SCHLEGEL CORP. DOW CORNING TEAM PLASTICS Drowing No. 41 12 VENDOR # AF -12225 AF -12228 AF -12229 AF -12230 AF- 534571 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 AF -53237 AF -12244 TP -247 MINIATURE DIE CASTING PGT.214.X> 7— M10 -25 7— M10 -25 70312 FS7826 -11 899 TP -249 Lys INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F.K. Revsd 9 F. : Ky Drown By: 0.8. Dote: 11/5/01 Dote: 1/29/99 Dote: 2/16/98 Revisions: UPDATE FOR RENEWAL Revisions: C —NO CHG THIS SHT PRODUCT REVISED es complying with the Florida Budding Code Acceptance No 0 Expiration , to I/y ftlike Onde Prod • control OX ELEVATION & B.O.M. (LG. MISSILE) Title: 1 ALUMINUM HORIZONTAL SLIDING WIND 02 01 Rev, .-f EXTERIOR MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING 2.710 VERTICAL SECTION ROUGH OPENING 2.094 .500 MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 1/8" ANNEALED GLASS --I L .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) "1 --- MAX. DAYLIGHT OPENING --� DETAILS: 5/16" (.350) LAMINATED GLASS ITT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 OR DUPONT W /BUTACITE) 1 /8" HEAT STRENGTHENED GLASS Revsd By: F. K. Revsd B : F . I� Drown By: D.B. Title: Dote: 11/5/01 D ote 522/ Dote: 2/ 16/98 Revisions: ADD GLASS DETAIL Revisions: C —NO CHG THIS SHT SECTIONS & GLAZING D ALUMINUM HORIZONTAL 1/8" ANNEALED GLASS -- Robert L. Clark. P.E. GLAZING /7/7A ,r/z/ MAX. WIDTH HORIZONTAL SECTION 1/2" GLASS BITE L P.O. BOX 1529 PE #39712 NOKOMIS, FL 34274 2.643 — —� EXTERIOR --- MAX. DAYLIGHT OPENING --I 1/8" HEAT STRENGTHENED GLASS .090 INTERLAYER (MONSANTO SAFLEX .705 Series /Model: Seale: Sheet: HS -710 NTS 2 of 4 2.784 I-- .500 1/2" GLASS BITE L ROUGH OPENING PRODUCT REVISED as complying with the Fleet* Bolding Code Acceptance No Espiratioo Dat • - • .• 02 ETAIL SLIDING WINDOI Drawing No. Re 4112 APPROVED NOOD BUCK 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) . . . • .. n ` • . • TYPICAL SILL SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1/4" MAX.] SHIM ,• • 1 1/4" MIN. 1/4" MAX. SHIM APPROVED 2x WOOD BUCK 1 1/4" MIN. 1 1/4" MAX.J SHIM TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW — d . I • 4 #10 WOOD SCREW : 4 '. TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK 1/4" MAX. SHIM 1 1/4" MIN. 1 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1/4" MAX. SHIM —.— Robert L. Clark, P.E. PE #39712 APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1/4" MAX. SHIM NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd F. Revsd F. Drown By: D. 8. Descrip #10 WOOD SCREW Dote: 11/5/01 Dote• 5/22/02 Dote 2/16/98 ANCHORAGE APPROVED 2x WOOD BUCK Revisions: UPDATED TYPICAL JAMB SECTION WOOD ANCHORING Revisions: FIX TAPCON DESIG. d Dade Division 1 1/4" MIN. PRODUCT REVISED as complying with the Florida Dnid1an Code Acceptance No Expiration Date .D2 Title: I ALUMINUM HORIZONTAL SLIDING WI NDO I Series /Model: Scole: Sheet: Drowing No. 1Rev HS -710 NTS 3 of 4 4112 2.784 O FLANGE FRAME JAMB 6063 —T5 ALUM. 1.187 --{ .062 -- I F .705 .062 ®5/16" GLAZING BEAD 2.074 ® FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL -1969 .062 1.349 O FIXED MEETING RAIL 6063 —T5 ALUM. .688 —1 '1 h .723 ® WIND LOAD ADAPTER 6063 —T5 ALUM. .062 1.403 1 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. 1.373 .062 1.187 1.081 --� �-�-- O SASH MEETING RAIL 6063 —T5 ALUM. .062 1.273 FLANGE FRAME HEAD 6063 —T5 ALUM. 1.970 .062 1.349 1.291 ®SASH SIDE RAIL 6063 —T5 ALUM. .062 --ft-4—w- 1.122 2.710 ® FLANGE FRAME SILL 6063 —T5 ALUM. 2.094 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revisions: ADDED S}j Revisions: C —NO CHG THIS SHT Revsd By: F.K, Revsd By: F.K. Drawn By: F.K. Title: Date: 11/5/01 Dote: 5/22/02 Date: 11/2/01 EXTRUSION PROFILES PRODUCT REVISED as Baidla C MS the Florae A ePI No E=Mrati t • '• rr0. • • .yr. B Miami Dade Product Control Divi4on ALUMINUM HORIZONTAL SLIDING WIND Robert L. Clark, P.E. PE #39712 P.O. BOX 1529 NOKOMIS, FL 34274 Series /Model: HS -710 Scale: Sheet: NTS 4 of 4 Drawing No. 2 OI Rev 4112 (. 1x4x.375 4/6 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES -(J 42 170 170 1701170 170 1701 170 170 1701170 170170 1701170 170 1701170 170 1701170 170 1701170 170' 1701 1 170 1701170 170 1701170 48 50.625 170 1701170 170 1701170 170 1701170 170 1691170 170 1621170 170 158070 170 1571170 170 1571170 170 1571170 170 1571170 54 60 1701170 1701170 1541170 1431170 1361170 1311170 1281170 1271170 1271170 1271170 1161165 1051144 63 1701170 1701170 1591 170 1501 170 1441170 1351170 1331170 1251170 1261170 1171166 1211170 1121156 1171169 1081150 116;166 1061145 1161165 1051144 66 72 1541170 134 120 110 1031136 98 1 94 11 91 111 89 1112 81 1 95 88 1111 79 1 93 76 1441170 1251160 1121140 102026 95 1116 90 1108 86 1102 83 1 98 78 1401170 1211148 1081129 99 1 116 92 1 106 87 1 99 83 1 93 80 1 89 78 1 87 75 1 84 84 128 111 98 1 102 90 1 92 83 1 83 77 1 77 73 1 73 69 1 69 66 1 66 62 1 62 90 1121112 95 1 95 82182 74174 67167 62162 58 158 54154 54 52 152 48148 96 92 1 92 78 1 78 67 1 67 60 1 60 54 1 54 50 1 50 47 147 44 144 42 142 38 1 38 108 64 1 64 541 54 47 147 42 142 37 1 37 34 1 34 32 1 32 30 1 30 28 1 28 25 1 25 111 59 27 i 27 50150 22122 43143 19 1 19 38138 17 1 17 34134 15115 31131 1 29129 i 27127 I 26 1 23 144 1 x2.75x.650 3/4 Anchors 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 50 170170 1701170 1661170 1521170 1331152 1251143 11 106 91 1 91 84 67 54154 44 144 31 1 31 111 29129 144 1 60 1701170 1601170 148 1351155 1171134 1101126 1031118 92 77 1 77 93 1107 81 ! 81 68168 77185 63 1 63 52 j 52 71 1 71 5757 24124 70 170170 1481169 123!141 1081124 136 1241142 1061122 99 1114 63 50 46 1 46 38138 26126 40140 33133 23123 21 121 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. OPENING WIDTH IN INCHES 80 170 1411161 129 1161133 99 1113 92 1105 86 97 73 73 61 161 56 1 56 44 1 44 36 1 36 29129 20120 18118 90 1701170 1381158 125 1121128 94 1107 87 81 1 90 67 5656 51 1 51 17 1 17 100 1701170 1371157 123 1091125 90 1103 83 1 95 48 37 137 30 1 30 24124 17117 15 110 1701170 1371157 88 1101 81 93 75 182 60 1 60 49 1 49 45 1 45 35135 28128 23 15 1 15 - 1 - 120 170170 1371157 123 1081124 88 1100 80 1 91 73 180 58!58 43 33 133 - 1 - 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, 130 170170 1701157 154 1081124 88 1100 47147 80 1 91 73179 56 46146 42 1 42 32132 32 1 32 26 26 18118 25 1 25 20120 1 - 160 170170 1701157 1231141 108124 88 1100 8091 73 1 79 56 45145 40 1 40 30 26 1 26 23 1 23 1 „v, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. S 3. REFERENCE TEST REPORT F71-2902, 2903 AND 2975 .afre INDUSTRIES Roved By: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS FL 34274 Vertical Mull -. Opening_l Width Mull Length Horizontal Mull Opening Width 1 - Mull Length — ' Multiple Mulled Units L---1 Opening Width MW! .Length Date: Drown By: P.J.P. Chkd By: Date: Date: 4/28/00 Serles/klodeG MULLS Revisions: Seale: NTS Sheet: 6 of 6 APPROVED AS COMPLYING MINIM SOUTH FL i A� BUILDING CODE DAT uN . J1.i BY /Z» 1 P - .• . « �• - OLOMSION BUILDING CODE CORAPUANCE OFRCE ACCEPTANCE NO O I— o S$ 3. oa Deeertptlon: PRESSURE CHARTS Title: 1 ” HEAVY WALL MULLION Drawing No. 6621 Rev: MULL LENGTH IN INCHES 1x2.75x.375 3l4 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 0 42 170 1701170 170 1701170 170 1611170 170 1541170 170{170 1501170 170 1491170 170 14911 134 1181141 170 1491170 170 149 1 170 170 149 1 170 48 50.625 170 1661170 161 1471170 148 1351165 140 1261153 136 1211146 134 1191142 134 1181141 134 1181141 134 170 1181141 54 60 1451152 1271131 1161116 1011107 1001 100 96 1 96 93 1 93 92 1 92 92 1 92 92 1 92 63 131 112 99 1 99 90 ► 90 84 1 84 80 1 80 77: 77 76 1 76 76 1 76 76 1 76 66 1131113 97 1 97 85 1 85 77 1 77 72 1 72 68 168 65 1 65 64 i 64 63 1 63 63:1 63 72 86 ► 86 73 1 73 73 1 73 62 1 62 65 1 65 541 54 58 1 58 49 1 49 54 1 54 451 45 50 1 50 42 142 48 i 48 40 140 46 1 46 38 1 38 45 1 45 37 1 37 44 1 44 36 6 32 1 32 76 78 67 1 67 57 1 57 50 1 50 45 1 45 41 1 41 38 1 38 36 1 36 35 1 35 33 1 33 8 4 54 i 54 45 45 40 140 35 1 35 32 1 32 30 1 30 28 1 28 27 1 27 26 1 26 24 1 24 90 43 143 37 1 37 32 1 32 28 1 28 26 1 26 24 1 24 22 122 21 1 21 20 1 20 19.1 19 15 1 96 36 1 36 30 1 30 26 1 26 23 1 23 21 1 21 19 1 19 18 1 18 17 1 17 16 1 16 108 25125 21121 18118 16116 - 1 - - 1 - - I - - I - - I - -►- 111 23 1 23 19 17 - I - 15 - 1 - - 1 - - I - - 1 - - 1 - -1- - i - -1- - 1 - -1- - 1" -1 -- 144 - 1 - - 1 1 x2x.375 2 Anchors OPENING WIDTH IN INCHES 0 z z J J 42 48 50.625 54 60 . 63 66 72 76 78 84 108 111 144 50 60 155 142 129 115 94 67 38 32 90 19 96 16 116 • 100 81 58 58 49 50 43 32 27 30 25 24 20 16 70 134 107 91 73 51 44 38 29 24 22 17 80 130 102 85 68 47 40 34 26 22 20 16 90 130 100 82 64 44 37 32 24 20 18 100 130 63 42 22 18 110 130 99 99 80 80 17 16 62 41 35 34 30 29 21 17 120 130 99 80 62 41 34 28 20 17 15 130 130 99 80 62 41 34 28 20 16 15 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. / 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, '7 160 130 99 80 62 41 34 28 20 16 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 /1L Cc 9 49 '39'?`Z INDUSTRIES Vertical Mull [. Opening_j Width Mull Length Horizontal Mull Opening Width Mull j Length Multiple Mulled Units Opening Width Mull Length Revsd By (Date: Drawn 9y: P.J.P. 1070 TECHNOLOGY DRIVE P.D. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Chkd By Date: Date: 4/28/00 Series/Model: MULLS Revisions: Scale: NTS Sheet: 5of6 APPROVED AS COMPLYING WITH We SOUTH FLORIDA BUILDING CODE :.' BY i t's PRO -. • DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. O t — O 323. Description: PRESSURE CHARTS Tale: 1" HEAVY WALL MULLION Drawing No. 6621 Rev: 7j aerziieAz- 8 3 8 i - - -- 4 21 3 - .� 4 3 ., -3 4 8 32 4 T _ r —7 1 ,6 4 x HEAVY WALL MULLS MAT'L: 6063-T6 APPROVED AS COMPLYING WRH THE SOUTH F a R1OA BUILDING CODE , , 1 n BY 1,4, Mier. ._- PRO ■ H %•' • OL DIVISION . BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO, a 0 3 23 . 2 NOTE: FIF il Raved By: re: Chkd By: 'Dote: Revietona: Drawn By: f � . � / P. Date: /22/oo INDUSTRIES 1 D ° "°"� 1 HEAVY WALL MULLION PROFILES Al/ 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Cdr ���� RO x""1 P.E. *39712 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Seriee/Mode&• MULLS Scale: 1x Sheet 4 °f 6 Drawing No, 6621 Rev. gtriviuro CUP LENGTH CHART FOR 1x MULL MULL SIZE 'A' 1 x 2 x i 11 1 x 24 x ' if 1 x2, xii 1i 1 x 4 xi 3 11 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. 4 MAX " MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG # 1099 • MIN. FROM ENDS (TYP) r 1_ F3 A 1" MULL CLIP W /TABS REMOVED 714/0 (2) ANCHOR LOCATIONS EXTRUSION DWG # 1099 MIN. FROM ENDS (TYP) 14 MAX. MAX. 1 MULL CLIP THREE (3) ANCHOR LOCATIONS EXTRUSION DWG # 1099 MIN. FROM (TYP) I I 3J 1 MULL CLIP W/TABS REMOVED THREE (3) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 0// NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1117/Z. rita c.7214,41. MIN. FROM �-- ENDS (TYP) 14 MAX 8 MIN. 4)- " MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG # 1099 MIN. FROM ENDS (TYP) _1 t 1" MULL CLIP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG # 1099 IFURT INDUSTRIES Raved By: Date: Drawn By P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Chkd By: 1` MAX Date: 5/21/01 Series/Model: MULLS MIN. - I- - 'A' — •°1 1" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG # 1099 --e - --4-- -- �- --e- -9- ,3.1. i 'A' Date: Scale: 1 MIN. FROM ENDS (TYP) MIN. FROM ENDS (TYP) Sheet: 3of 1" MULL CLIP W/TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG #AlEO AS COMPLYING WRH THE SOU 111)tNG cODE I Vii PR•• •NTROLDIVISION dr BUILDING CODE COMPLIANCE OFFICE Revisions: 7 ANCE NO. o+— oazY.o Description: ANCHOR LOCATIONS TJtle: 1" MULLION CLIP Drawing No. 6621 Rev: P.G.T. ix MULLION �� MUWON CUP 1 1D 1...-2 OR 4#--1 1 " MULL = in I P.G.T. 1x MULLION • OR 4---I i MIN. #12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES W BUCK (SO AS NOT TO REMOVED TO I NTERFERE WITH CONCRETE EACH OTHER) 1° 1- #12 F.H. S.M.S. STAGG OPPOSITE SIDES (SO AS NOT 1O INTERFERE WITH EAC DER £ MIN WOOD MULL CUP TO M A A sS $ T ALL. It-amnia SHOW_ _ 1 _ INSTALL. SALL S S DiYN._ . 1 A O ; ; r it BUCK � � .1 __._ _..... _ 1 1_. 112 S.M.S. f) .. . ALL FASTENERS � � ° ® f1 sEr MIN. f O TAPCON ' r lam) '2' � P� ft - 1 MUST BE DARE COUNTY APPROVED. SEE NOTE #1 �`` _ ` — - 1 , . a 1 . . • ':' : s • EIRATTON intro ,' + .' R • ••' •' . M IN: 1 PEN , ., • , !' y MIN. �• •. -i r a • CONC OR BLOCK e 1i STRUCTURE: ALL FASTENERS - D s p— P.G.T. r -- MULLION . , s' • . r • , �: . ,; • t MUST BE DADE COUNTY FOR 1 MULL •t TYPICAL MULLION TO MULLION INSTALLATION TYPE "A" TYPICAL - APPROVED. SEE NOTE #1 MULLION TO STRUCTURE WITH WOOD BUCK R MOVED FROM CONC. TYPE "C", P.G.T. Ix MULLION --\ ° OR 4 "—�j I 1 i 1 - MIN. 1 _2. f /�ff G.T. 1x MULLION S.M.S. ON f ° - OR 4"--1 STAGGERED OPPOSITE SIDE'S (SO AS NOT TO INTERFERE WITH mat 07HER) SEE NOTE #1 #12 WOOD SCREW (199 # p12 F.H. S.M.S. STAGGERED POSITE SIDES (SO AS NOT TO EACH OTHER) SEE NOTE f MIN. fr TAPCON (246#) } ° ® MIN. - � - - -- WOOD (TYP f 1 0113 I_ 1 1 -- -- 1 1r MIN. 't PENETRATION INTO f MIN. LICK. WOOD BE COUNTY P WOOD 2h (rYP =I WOOD 1 • . ° • � • " . .. d • • � t. • `� o; • ' . • • a , , , • APPROVED. SEE NOTE 11 ' .e•' �� ' +' a• e. ' ` °' , • " 1 1 MIN. 14 PENETRATION INTO j CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MpUpST BE DADE COUNTY y,. A • :+ . - 'o• • ' tea• . Q • ! ." , , � , A ..., : .•,_ . . }• •�• .. �!' •e AO ' : , ? .?‘ .SEE Nom #1 ROVED. O• ii MIN• '•• :• .. • an , TYPICAL MULLION TO STRUCTURE WITH WOOD RUCK TYPE "B» TYPICAL MULLION TO STRUCTURE WITH NOTE; WOOD BUCK AND CONC. TYPE "0". APPROVED AS COMPLYING WITH THE 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SOL TN - • -.' :, ' ""� ' 1 i 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. DA SEE SHEETS - QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME BY �,71/7MY W/ ` — AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. PRO C •: • • DIVISION • 2. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 BUIWI ' ` CODE COMPLIANCE OFFICE ACCEPTANCE NO o I -O 3 Z3 .62 IMPORTANT � ► Revel By: ate: Chid By Date: Reviews: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE / R T MULL SIZE AND PRESSURE REQ'D FOR YOUR Z � ` CORRECT SPECIFIC APPLICATION. Robert L. PE" P.E. 039712 stnactural o P.J. Dew 4/28/00 INDUSTRIES D° 1 ' � HEAVY WALL MULLION & CLIP INSTALLATION DETAIL 1070 7ECHNOLOGY DRA4 P.O. BOX 1529 NOKOMIS, F NOKOMIS, FL 34274 Series/Model MULLS Scala: 1 X Sheet: 2 ef 6 Drawing No, 6621 Rev: GLAZING PRODUCT P. / TY MUWON GLAZING PRODUCT e GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT ) i / M1 TYP. MULLIO ( GLAZING GLAZING PRODUCT PRODUCT ANCHORS: TYPE "B ", "C" OR "D" BOTH ENDS WI W W2 TYP. MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE.' " C" OR "D' BOTH ENDS NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 GLAZING PRODUCT GLAZING PRODUCT H 2 1 H =H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 . & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ANCHORS: TYPE. "B'', "C" OR "D" BOTH ENDS ✓L Robert L. Clam, P.E. P.E. #39712 Structural- —W W W W =W1 +W2 H = H1 +H2 WINDOWS MULLED H2 H1 Raved By: ANCHORS TYPE A' ANCHORS: TYPE. "B , "C" OR "D BOTH ENDS Date: Drown By: P. J. P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, R. 34274 Chkd By: H Dote: Date: 4/28/00 Series/Model: MULLS Scale: 1x W BY PROD BUI Revisions: Sheet: 1 of + ---- �+ ' W W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED Hi W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES' ON PAGE 5 & 6 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W 01? W1+W2+W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 APPROVED AS COMPLYING WITH THE SOUTH F A ILDIN CODE D i b ' 8 : ONTROL DIVISION CODE COMPLIANCE OFFICE ACCEPTANCE NO O I 632 3. Description: 1" HEAVY WALL MULLION ARRANGEMENT DETAIL Drawing No. 6621 Rev: H (2) W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) A. OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7/16" LAMINATED (3/16 "HS,.090 ",3/16 "HS) WINDOW WIDTH WINDOW HEIGHT 76.000 78.000 80.000 84.000 90.000 96.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 41.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 - 90.0 90.0 42.000 -90 0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -89.3 89.3 43.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -89.7 89.7 -86.5 86.5 44.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -87.3 87.3 - 84.0 84.0 45.000 -90.0 90.0 -90.0 90.0 r -90.0 1 90.0 -88.1 88.1 -85.2 85.2 -81.8 81.8 46.000 -9G.0 90.0 -90.0 90.0 -90.0 90.0 - 86.7 86.7 -83.3 83.3 -79.8 79.8 , 47.000 -90.0 90.0 -90.0 90.0 -87.8 87.8 -85.2 /15.2 -81.6 81.6 -77.3 77.3 'I 48.000 -90.0 90.0 -87.9 87.9 -86.3 86.3 -83.6 83.6 -79.9 79.9 -74.8 74.4. 96" MAX. WINDOW HEIGHT 93" MAX. DAYLIGHT OPENING 48" MAX. WINDOW WIDTH 45" MAX. DAYLIGHT OPENING 13 1/4" MAX. 0. C. W/ TAPCONS 11 1 /4 " MAX. 0.C. W/ #14 SCREWS 6 3/4" MAX. 17" MAX. O.C. W/ TAPCONS 13" MAX. 0.C. W/ #14 SCREWS LARGE MISSILE IMPACT WINDOWS 1.) GLAZING DETAIL: 7/16" (.454) LAMINATED GLASS CONSISTING OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF SAFLEX PVB BY SOLUTIA OR DUPONT WITH BUTACITE AND 3/16" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: "0" 3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX. 6 1/4" FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. 0.C. AT HEAD & SILL = 17" W/ 1/4" TAPCONS MAX. O.C. AT HEAD & SILL = 13" W/ #14 SCREWS MAX. O.C. AT JAMBS = 13 1 /4 " W/ 1/4" TAPCONS MAX. 0.C. AT JAMBS = 11 1 /4 " W/ #14 SCREWS 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -1971 7.) INSTALLATION OF 1x OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. Rooe•t L. Clark, P.E. PE 1/..39712 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 Revsd By: F. K. Revsd By: F. K. Revsd By: F. K. Revsd By: F. K. Revsd By: F. K. Revsd By: D. B. Orawn By: D. B. Description: Title: Dote: 9/9/02 Dote: 8/13/02 Dote: 7/10/02 Dote: 5/9/02 Dote: 11/6/01 Date: 1/29/99 Date: 2/16/98 ELEVATION Revisions: F- REVISE ANCHORS SPACING Revisions: E- REVISE ANCHORS & NOTES Revisions: 0- REMOVE TEMPER OP1 Revisions: C - ADD COMP. ANAL. TABLE Revisions: B -TB & ADD EXTR. Revisions: PilebU(: T 1 i1M el" 1"141. . � OZ- o7/6 I$rS a pits O c e, d MW Prehidar Coal* > ALUMINUM FIXED IMPACT WINDOW P.O. BOX 1529 NOKOMIS, FL 34274 Series /Model: PW - 701 Scale: Sheet: NTS 1 of Drawing No. 4 4214 2° Rev 1 ITEM 1 2 4 5 6 7 8 9 10 DESCRIPTION Frame Head & Sill Frame Jambs .688 x .500 Channel Glaz. Bead Seam Sealer Closed Cell Foam Tape #8 x 1.000 Ph. Pn. SMS Silicon Bock bedding 7/16" (.454) W /SOLUTIA PVB INTERLAYER 7/16" (.454) W /DUPONT PVB INTERLAYER 4 x .875 Ph. Fl. Self —tap V.T. # QTY. /LOCATION 612241 1 ea. 612242 2 6533402 4 6SM55W 61308 4 (between bead & glass) 781PQA 8 (Frame Assy. screws) 62899C 1 1 7PWSW Bead screws. 2 1/2" from end, 20" centers VENDOR Alumax Alumax Alumax Schnee — Morehead Stik - 11 Merchants Fasteners Dow Corning H.P.G. H.P.G. Fastec .874 .062 — 2.784 .688 O FRAME HEAD & SILL 6063 —T5 ALUM. Robert L. Clark, P.E. PE #39712 .312 I 2.784 P.O. BOX 1529 NOKOMIS, FL 34274 --� H-.312 .874 �-- Series /Model: PW- 701 .688 FRAME JAMB 6063 —T5 ALUM. Scale: Sheet: NTS 2 of 4 . 688 899 .062 .500 GLAZING BEAD 6063 —T5 ALUM. Drawing No. 4214 VENDOR N AF -12241 AF -1224 AF -5334C SM5504 1308 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F.K. Revsd By: F. K. Revsd By: F.K. Revsd By: F. K. Revsd By: F. K. Revsd By: D. B. Drown By: D.B. Title: Date: 9/9/02 Date: 8/13/02 Dote: 7/10/02 Date: 5/9/02 Date: 11/6/01 Dote: 1/29/99 Date: 2/1 6/98 Revisions: F -NO CHG THIS SHT Revisions: E -ADD DIM., ORIENT. Revisions: D -NO CHG THIS SHT Revisions: NO CHG THIS SHT Revisions: TB & ADD EXTR. Revisions: Description: EXTRUSION PROFILES & B.O.M. ALUMINUM FIXED IMPACT WINDOW PRODUCT REVISED • ply* w iet floe (Jerk,* � 2-O7/6 o, E*Iniiae Der &CT (3 11 1 Waal Dads Predski Gabel Maoism 1 Rev • MAX. HEIGHT EXTERIOR 2.784 MAX. DAYLIGHT OPENING = WINDOW HEIGHT — 3" VERTICAL SECTION HORIZONTAL SECTION 3/16" HEAT STRENGTHENED EXTERIOR 7 Robert L. Clark, P.E. PE #39712 MAX. DAYLIGHT OPENING = WINDOW WIDTH — 3" P.O. BOX 1529 wnvnA /K rl X497.1 MAX. WIDTH EXTERIOR 3/16" HEAT STRENGTHENED .090 INTERLAYER (SAFLEX BY SOLUTIA OR DUPONT W /BUTACITE) 7/16" GLASS BITE GLAZING DETAIL: 7/16" LAMINATED GLASS 2.784 oc;_r INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F. K. Revsd By: F. K. Revsd By: F. K. Revsd B F. K. Revsd By: F. K. Revsd 9y: D. B. Grown By: D. B. Title: Date: 9/9/02 Dote: 8/13/02 Dote: 7/10/02 Date: 5/9/02 Dote: 11/6/01 Dote 1/29/99 Dat 2 /16/98 Revisions: F —NO CHG THIS SHT Revisions: E —CHG INTERL, & DESIG. Revisions: D— REMOVE TEMPER OPT Revisions: ADD TEMPERED GLASS Revisions: TB & GLAZING DET. Revisions: Description: SECTIONS & GLAZING D ALUMINUM FIXED IMPACT Series /Model: r)IA/ 7/11 PRODUCT REVISED s a a, EvirstIoa Dote &CT o a r _moo 1 t \.s I • t.-l.4 t “mil Duey corms ETAIL WINDOW Scale: Sheet Drowing No. AIT� Q A Rev 1/4" TAPCON (SEE NOTE 1) 1/4" MAX. TYP. HEAD, SILL JAMB 1 1/4" MIN. . d a a. INSTALLATION OF 1 x WOOD BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. NOTES: 1. USE MIAMI— DADE COUNTY APPROVED ELCO OR ITV/ TAPCONS. 2. REFERENCE TEST REPORT: FTL -- 19 71 #14 PANHEAD /7"-- 7/P7 Robert L. Clo.rk. P.E. PE //39712 1/4" MAX. .-- TYP. HEAD, SILL JAMB INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, EL 34275 P.O. BOX 152. NOKOMIS. FL 34174 1 1/2" MIN. Revsd By: F.K. Revsd By: F.K. Revsd By: F.K. Revsd By: F.K. Revsd B F.K. Revsd 9y: D.B. Drown 9y: D.B. Description: Title: Series /Modol: PW -701 a Dote: 9/9/02 Date: 8/13/02 Dote: 7/10/02 Dote: 5/9/0 Date: 11/6/01 Dote: 1/29/99 Dote: 2/ 16/98 ANCHORAGE Sccle: NTS INSTALLATION OF 2 x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY' AND T( BE REVIEWED BY BLDG. OFFICIAL Revisions: F -CHG SCREWS TO 114 Revisions: E -CHG BUCK NOTES Revisions: 0 CHG THIS SHT Revision: ADD 1/4 TAPCON & NOTE Revisions: T8 & NOTES Revisions: PRODUCT REVjp . 1 ! 1 tfe Fbrid► Del Cede ,►r.y+..t. N. GZ- 0716. 6 3 Isoinetioe O a To3, 2.e so 141 mil h..4,6M W iden ALUMINUM FIXED I1VIPACT WINDOW Sheet: 4 of Drawing No. 4 4214 1 Rev 1