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HomeMy WebLinkAboutSUBMITTED PAPERSPermit Number: 1. 2. 3. - St. Lucie County Building & Zoning Department - 2300 Virginia Avenue SCANNSD Fort Pierce, FL 34982 BY 772-462-1553 St. Lucie County APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS _ SEE REVERSE SIDE FOR INSTRUCTIONS DATE: I "a C I i LOCATIONISITE ADDRESS - PARCEL ID NUMBER: OF PROJECT OR WORK ACT FaAlM Cif 1FL ?-,Y'TqcD __ 4. TYPE OF STRUCTURE: SIR MOBILE IIOME v OTHER 5. OWNERS INFORMATION Name: ^ G�Q el -- �vl�\ l �1�� S Address: `` City: �\1 \ State: �L Zip: 3 1 1 ICZ) Phone: 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: C&C l� I'F 1 �j lQ County Cert Business Name: Vl�J `fYl' 251 Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval ## 120 mph 1130 mph 40 mph Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ Z�O I QDKD FEES DUE: RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT QUALH IRRS/OWNERS NAME SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF '�_ �-o ACKNOWLEDGED BEFORE ME THIS -2—DAY OF.T-'\ 'A, 20, BY S AZAYQ n n WHO IS PERSONALLY KNOWN TO ME OR WHO ijAS PRODUCED P 7I 2WUAS IDENTIFICATION. L ; I fV� Y`p SUSAN O'NEILL E OF NOTAR TYPE OR PRINT NAME Lei ry Public State of Florida a . *� - My- fission Expires Oct 7, 2011 TITLE: NOTARY PUBLIC COMMISSION NUMBER �� V ommission # DD 701065 %; ... ;�.�� Bonded Through National Notary Assn. ST. LUCIE COUNTY Vinyl Siding NOTICE 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 []Attach 2 copies of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/STIR ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity.under permit application. 4. OWNERS INFORMATION: ................................................ 5. CONTRACTORS INFORMATION: ......................... Indicate the name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3433217 OR BOOK 31:�'__,,PAGE 1247, Recorded 01/22/2010 at 1.' `u PM PER.mT hRJMBER• I �i> bp:rer n nacr,'ep tnr,.r'enlm,; iuL, NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: ft� q*2t3WuDb-7 SUBDIVISION Ri,nrrK mve r r r — b, __ 2. GENERAL DESCRIPTION OF IMPROVEMENT:1 O I.Sly1 ". l 3. OWNER INFORMATION:1'_ a. Name w u . _ A C b. Address 5l 1 re L 3 C c. interest in property6VQ'i4 rs d. Name and address of fee simple titlehol er (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: —%Cve_ (26 C n . R.L. L; vk C., cir,,,., k- -- 5. SURETY'S NAME, ADDRESS AND PHONE NUMBEWAND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State ofFlorida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: OR1 !!��,, 7 NAME, ADDRESS AND PHONE NUMBER: _.37c1/�. f• n 315 SW G,, S. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: ANIL 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) 20 fd&Lr�- � /`1�csa��L f�rJ (1.✓ea•,t1Ds Signature of Ownerner o� Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Manager State of Florida County of The foregoin instrumentt acknowledged before me this day of_ 20 /a By �%/r�2el (y/ / �/d/!/dS as O�v/Y (Name of erso/n) (Type of authonty.,.e.g. Owner, officer, trustee, attorney in fact) For / r// e: G1 /�I/G t�5 (Name of party on behalf ofwh6m instrument was executed) Personally Known or produced the following type of ID: // 8k1bLtY A.Si a LL of � S,! ICJL•�, /�C �� �Mohrlt Public • Side of FkrMe (Printed Nam f Notary Public) (Si ature of N ublic) ty',•all Ip Comm. Expires Sep 28.20113 Commission M DD 902964 Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are tme IOIIAI9 Mellonal Noluy Alan. belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized OiflcefMirector/Partner/Manager who signed above: By: (,P,P Rev. 0W0=7(R—dhW STATE OF FLORIDA .-ST. LUCIE COUNTY TI TI 0 Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 http://www.stiucieco.orgipublic works/permitting.htm hftp://airs.slcfl.vetrol.com/AIRSweb.php BUILDING PERMIT Issued: 01/22/2010 Conf #; 725 Permit #: SLC- 1001-0219 Job Location: 1549 SWEETBAY CIR City: PALM CITY Permit Type: Building (Miscellaneous) Job Description: REPLACEMENT EXISTING WINDOWS WITH IMPACT WINDOWS FOR 19 OPENINGS Subdiv: Harbour Ridge #8 E Hammock/Sweet Bay Lot: Block: Parcel: 4426-803-0051-000/7 Setbacks Left: Right: Front: Rear: Zoning: PUD Number of Units: 1.00 Floors: 1 Buildings: 1 Square Footage: 0.00 Minimum Floor Elevation: Flood Map: Flood Zone: Elev: Contractor STEVEN B RUBIN Page 1 RUBIN CUSTOM HOMES LLC (561) 222-1392 3751 SW CANOE CREEK TERR PALM CITY, FL 34990 Property Owner JULIA M WIJNANDS (TR) 1549 SWEET BAY CIR PALM CITY, FL 34990-8014 Property Owner MICHAEL A WIJNANDS (TR) 1549 SWEET BAY CIR PALM CITY, FL. 34990-8014 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2007 Florida Building Code and the St Lucie County Land Development Code. Issuance of this permit may be appealed to the St Lucie County Board of Adjustment by an aggrieved party by filing a notice of appeal with the St Lucie County Growth Management Director within thirty (30) days of the issuance of this permit in accordance with St Lucie County Land Development Code, Section 11.11.00., Appeals. Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit in accordance with St Lucie County Land Development Code Section 11.05.01 (A)(2). NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, ,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, s:713.135 (1)(a), F.S. Christopher Lestrange Building Official Date (PUD! RE 1II 'PUD, RE I�SWE 1� 4tii PUD RE .1537 7 -pub. RE 15349+ 26 34990 1 1 Palm City II PUD' RE PUD RE RE 00% -pub RE :ZU&�% J571 ;Pub RE N Wijand Residence MIAMhDiADE 1549 Sweet Bay Circle ® Palm City, FL 34990 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/buildinitcode PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: FILE C0,1_3v, 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 Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW-701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO =Width-3.75". and /oi=Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5", except Hexagon & Octagon comer dist not to exceed 3". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1 and max. OC spacing is 5". 3. The anchor installation shown is applicable without geographical limitation. 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 renews NOA # 07-0418.06 consists of this page 1 and evidence sheet E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 08-1112.10 CADE COUNTY Expiration Date: February 19, 2014 ... , Approval Date: January 08, 2009 `,t.�� Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07-0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07-0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3835, dated 07/18/03 and test report FTL-3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME-1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest", dated 11-06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07-0418.06 expires on February 19, 2009. ksG,L� \ . LI to i- Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08-1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 E-1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. Z. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES .......................... 1 GLAZING DETAILS ........................ 2 ELEVATIONS, FLANGED ............... 3 ELEVATIONS, INTEGRAL FIN....... 4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED...... 6 SECTIONS, FLANGED ................... 7 CORNER ASS-Y, FLANGED ........... 7 SECTIONS, INTEGRAL FIN........... 8 CORNER ASS'Y, INTEGRAL FIN... 8 EXTRUSION PROFILES ................. 9 PARTS LIST .................................... 9 ANCHORAGE ................................. 10-12 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-20005LUMINUM DESIGN MANUAL �-u.l�sla 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 1211503 10707ECHNOLOGYOR NOKOMIS, FL $4275 P.O. BOX 1523 NOKOMIS, FL U274 TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPAC leiaebds! sure 9rt p"sn 1p PW--701 NTS 1 1 d 12 4259-4 PRODUCT RENEWED s."EpbtRwkh the Aura. DuldisS Code empe"ee —fir'-2./O E:ptntloo Da�_LLL2 � 7% Dh4eioo REWSED t with tre Fler1d■ Robert L park P.E. PE 039712 Structural 3116" ANNEALED OR HEAT STRENGTHENED GLASS 12 10 OUTSIDE SOR C15 7/16"LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7/16" AIRSPACE — 3/16" HEAT — STRENGTHENED 3/16" HEAT GLASS STRENGTHENED GLASS 12 17 oR 21 11 11/16" NOM OUTSIDE L GLASS BITE I 1 13 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) bs: NO CHANGE THIS SHEET N SORE5 1 1116" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16" HEAT — STRENGTHENED GLASS 1$ OR22 �J MODUCTRENEWED =e10-r-vb the Hari& Aea9aoee NoQ{-lQ Esplwd"rr °ite-��1.«iL1 11/16" NOfVI GLASS BITE Hood; Whim 13 PRODucrnvmm a mmplylos wily lb. Florid. R"Idirr3 Code Aaceplonte Ne O - O(e Eegmtioa Dots 04 naaoac®tom 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) rO TECHM LOGYDRNE GLAZING DETAILS NOKOMS, FL 31276 TMe P.O. BOX 1529 ALUMINUM PICTURE WINDOW, IMPACT NOKOMf5, FL 34271 Vifibiy Better SFWAb°� I '— °i°"re"r" PW-70i ;UL 2 d 12 4259-4 Robed L Clark P.E. PE 039712 Structural HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. OR MAX. AREA = 19.63 SQ. FT OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL. MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. r---- 96" MAX. —{ 48" MAX. LL— NOTE: ® OR MAX `AREA = RC FQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. f ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. fd7d 7ECNNotoorrnavE FLANGED ELEVATIONS 4/4107 B UPDATEANCHORAGE N07E NOKOMIS, R34276 � i / "° ALUMINUM PICTURE Wll 12/}5/H3 A NO CHANGE THIS SHEET P.O. BOX f629 �� s: sore em. _ NOKOMa FL 34274 Visibly Y.ru, 7/1"3 =o, NTS 3 s 12 IMPACT 4259-4 PRODUCT RENEWED u eoNW g rrkh UK FMrWe Balding Code A«ephea No Z' Eepintlo. D>tte Dwwoe PRODUCT RMSED u cnmplyleg wRb tW F%rfdi Butdleg Code Aerepran«Ne Q("9 Erpiretlou Date Robert L Clark P.E. PE #39712 sbvcwrai HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE OR MAX. AREA = 25.13 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 98 1/4" FRAME O.D. F 96" MAX. — ® 4 50 1/4" FRAME O.D. 48" MAX. 93 1/4" MAX. DLO - QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 14 OR MAX. AREA = 31.99 S OR MAX. AREA = 32.00 SQ. FT. NOTE: ® FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. R—f BY De"' R.VM-- 1D7NOKOMI . FL'34 DRIVE NOKOMIS, tt 34275 Pc �T F. F.K.• 4/4iD7 S ADD FRAME O.D. DIMENSIONS AND UPDATEANCHORAGE NOTE r• awfmnf� F.K 12/ 12/i5Po3 A NO CHANGE THIS SHEET P.O. SOX 1629 NOKOMIS, FL 34274 o—ar Dxo: rJ"e By Dom. Visibly Better F. 7/14,V3 45 1/4" MAX. DLO MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. PRODUCT RENEWED u empbiQS -11h dw FlarMa Buidiec Code Ateephinee N"O / Li2. Eepl-d,om Du�e,1/,/[1 87�LUG Miami Bub Dkidan PRODUCT KiF 0ii? as eomplyin with The Fhvi:{e Rrldiap code ,mpueoc No O - OG Dehe 6pg n.mTaceT� TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. _ -" �eg— INTEGRAL FIN ELEVATIONS o, ALUMINUM PICTURE WINDOW, IMPACT Robert L Clark P.E. en.e �fi°tl PE#39712 PW-701 NTS 7 4 d 12 42594 B Structural TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES: A. 7116' LAMINATED GLASS (3/16"A, .090, 3/16HS) FTL-3 B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) FTL-3 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL-3 D. 1 1116" LAM[ I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL-3, WINDOW GLASS WINDOW "Y" DIMENSION "X' DIM. TYPE 28,500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 80.0 +80.0 80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 11 -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,1) +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 A,B,C,D +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 80.0 +80.0 1 -80.0 +80.0 -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SO. FT. 65.500 A,B,C,D +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 12.96 SO. FT. 15.47 SQ.FT. 17.97 SO. FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 A,B,C,D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +g0.0 -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 80.0 +80.0 -80.0 +80.0 1 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 1 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SO. FT. 27.33 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +86 0 �0.0 +80.0 80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 7B.B, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SO. FT. 29.17 SQ.FT. A +80.0 -80.0 +80.0 1 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 63.9 +62.4 62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +86.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 �0.0 +g0.0 -80.0 AREA 18.41 SO. FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SO. FT. 30.03 SQ.FT. 31.00 SQ.FT. A +80.0 -80.0 +80.0 -80.0 1 +71.9 1 -71.9 +63.0 -63.0 +61.5 1 .61.5 +60.0 f -60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 1 +80.0 1 -80.0 PRODUCT RENEWED m mroplyin` with the Flarkla Baidtn` Code Accept�oee No fII �. I Etpindn N'j! o= 4 r Dmdm REVISED R with Rs Fkm NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST '�/� RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. C� 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. 707NOKOMIS,Fl. 342750TECNNO,L.7.,NE P.O. BOX 1529 NOKONIS, FL 34274 � FLANGEDUNITDESIGNPRESSURES ALUMINUM PICTURE WINDOW, IMPACT Robert L. park, P.E. .ClarK a4/07 R. B UPDATE DESIGN PRESSURESPERASTME130M2ANDNOTES. CLEANUP TABLE 1 DESCRIPTION AND HEADINGS. 12115W �A CHANGE NOTE I ANCHORING WITHNI2 SCREWS 710/03 BY ovd• _ Yrsib sow s..c °"'�°'�'' °i� PW-7. NTS 5 a 12 425914 B PE stmict „al TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) FTL-3835 B. 7116" LAMINATED GLASS (3/16"HS, .090, 3/16HS) FTL3835 C. 1 1/16" LAM] I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3116A, .090, 3/16" HS) FTL-3850 D. 1 1/16" LAM] I.G., 3/16HS, 7/16" SPACE, 7116" LAMI (3116HS, .090, 3/16" HS) FTL-3850 WINDOW GLASS WINDOW "Y" DIMENSION "X' DIM. TYPE 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 1 -80.0 +80.0 80,0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 �0.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 30.0 +80.0 1 -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. W.000 A,B,C,D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 A,B,C,D +80.0 80.0 +80.0 1 -80.0 +80.0 1 -80.0 +60.0 -80.0 +80.0 80.0 +80.0 1 -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 A,B,C,D +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1-80.0 +80.0 -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SO. FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. PRODUCE RENEWED u mmplyiog wily tha Florida BZ.ODO A +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SO. FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SO. FT. Buidieg Cud, Ac pt. '-I !0YY EapinNtuua 4 mb-i 0.*Pmftwvimw 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.6 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 D1r�°o AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 w-pbiTREvuiacrnaapbio6wiy NO tiW B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT 21.96 SQ. FT. 25.51 SQ.FT. 29.06 SQ. FT. 30.03 SQ. FT. 31.00 SQ. FT R•WIeg CWe Aaep.ace flo .O6 Eapintioo Dtde g Ry mill *Uwe nesd6wd l 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 1 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 71.2 +69.5 69.5 F- +67.8 67.8 B,D +80.0 30.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1 +80.0 1 -80.0 +80.0 -80.0 AREAl 19.00 SO. FT. 1 22.67 SQ.FT. 1 26.33 SQ.FT. 1 30.00 SO. FT. 1 31.00 SQ.FT. 1 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. R-dSr 0- r+ew.mm o.uom, 1070TECHNOLOGYORIVE NOKOMIS, FL 34275 INTEGRAL FIN UNIT DESIGN PRESSURES T0•' ALUMINUM PICTURE WINDOW, IMPACT l r F.K. m. 414,D7 B UPDATE DESIGN PRESSURES PER ASTME1300-02ANONOTES. CLEAN UP TABLE 2 OESCRIPTIONAND HEADINGS, P.wirr 0- K F 12115M A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS P.O. BOX 1529 NOKOMIS, FL 34274 Robert L. ClarK P.E. PE#39712 ma.,,er - cr a d By. abr Visibly Better am" NT$ ' 6 a 12 �rpei 4259-4 "�' B F.K 7114103 PW-701 structural F 2.784" OUTSIDE la� 21 22 - MAX. DAYLIGHT OPENING - MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRoRAF) ALONG ENTIRE JOINT 1 SCREWED CORNER ASSIY (FLANGE FRAME) / MAX. WINDO' HEIGH' ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG 8 ENTIRE JOINT n WELDED CORNER ASS1Y (FLANGE FRAME) MAX. DAYLIGHT OPENING if NO CHANGE THIS SHEET 1070TECHNOLOGYDRIVE NOKOMIS, FL 34275 r � sEc7 * A NO CHANGE THIS SHEET P.O. BOX HUY ALUM nee tan-: NOKOMIS, FL 34274 Vuib& Better PiK701 r— 2.784" 7 VERTICAL SECTION (FLANGE FRAME) & CORNER ASS'Y, FLANGED PICTURE WINDOW, IMPACT Tar — nr..nvw. HAL 7 d 12 425-0-4 PRODUCT RENt1WED u complying sith the Fleride Butdittg Me Accepteoa Non& f 112. /O EepinNw Dell 2 f l 2-I y Di.tQ— PRODUCT REW92 n tom pbinC w W !tie ilwli Bolding Code -- •-- Ih L Clods, P.E. PE Mi0712 Strucuw 13 13 'I 1 1 2.784" OUTSIDE 10 11 17 18 21 22 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH 10 HORIZONTAL SECTION 11 (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS1Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASSIY WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING INSIDE PRODUCTRENEWED e. complYlrq with the Florid. B.Idl.g Code E.pirmegtt No OF—ll /7 • �Q Eepiratioq D.fe 1�Y BY Nw M6m Dale Diai.Inn PRODUCT REVLUD • enmpa'i92 wuh the P6efda BuidLd Cede Amptmm No 6 e odad V VERTICAL SECTION WELDED CORNER ASSIY (INTEGRAL FIN FRAME) (INTEGRAL FIN FRAME) �� r 7a�L.rk, P.E. PE #39T12 Structural m SECTIONS, INTEGRAL FIN 4/41D7 om' B NO CHANGETHI9 SHEET 197NOKOMI , FL 342 RNE NOKOMIS, FL 31275ALUMINUM P.O. BOX 1529 NOKOMIS, FL 34274 PICTURE WINDOW, IMPACT a"r`� smr a�w. "" Pw-7of HAL 8 s 12 4259-0 B F2115W A NO CHANGE THIS SHEET VW* Better .e: 7114M cream dw.: ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE-MOREHEAD SM5504 ACRYL-R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED 18 OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 . 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAM] I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT 22 STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .970" .050" 975" ITEM 10, 7/16 LAMI GLASS BEAD 4/4,V7 MAIL: 6063-T5 DWG NO.4255 THIS SHEET .346" ----I r7 975" .050" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063-T5 DWG NO.4254 1.875" I-- .062" 2.784" rNOKOHN , FL 342 RNE NOKOMfS, FL 3r275 P.O. BOX IRS; NOKOM&. FL 3Q74 Visibly Better .062" 2.784" —{ 10" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063-T5 DWG NO.4256A ITEM 2, FLANGED FRAME MAIL: 6063-T5 DWG NO.4253 & PARTS LIST WINDOW. IMPACT PW--701 I HALE 9 s 12 1 4259.4 ruonia.: u rompning �Yttk me ►?"ride DuidinR Cr"le A—ple"rr 11 "6 F. pindnn Dete tl. INiadDde m.1d.. PRODUCT RMSED be plylo¢ ubb 16e Pbrlde ono - 069 � PmdunCaittd o Clark, P.E. PE AW712 su„mrai .131" DIA. x 2 1/2" � AT CORN AND 5" 1/4" MAX. SHIM T 1 3/8" MIN. ®EMBEDMENT WOOD BUCK OR FRAMING —r INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. SHIM :°i' SE 1 FOR b: ' EMBEDMENT ® 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) WOOD ANCHOR (SEE NOTE 2) INTEGRAL FIN DETAIL B SEE NOTE 1 FOR :•• ® EMBEDMENT: 4 1/4" MAX. SHIM T 1 3/8" MIN. ® EMBEDMENT WOOD BUCK (SEE NOTE 3) FLANGED DETAIL C (S CONCRETE ANCHOR (SEE NOTE 1) 1 /4" MAX. SHIM T — 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU NOTES: ® OF 1y��s1E 1. FOR CONCRETE APPLICATIONS !N-M AM!-0ADEC6bNqW, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. '51-g13\8 2. FOR WOOD APPLICATIONS USE 912 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 414107 B REVISE AND UPOATEANCHORAGE PER CURRENT FSC 1070 TECHNOLOGYORIVE NOKOMIS. FL 34275 ANCHORAGE - HEAD, SILL AND JAMB m.: 12115Po3 A CHANGE NOTE 1 AND FASTENER SPACING P.O. SOX 1528 ALUMINUM PICTURE WINDOW, IMPAC °aeQB+• 7114/03 i NOKOMIS, R. 34274 Visibly Better a'""•"� �"` '""'� °i"'""° Pw-7O1 NTS 10 w 12 42594 WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. Tr SHIM T 2x WOOD BUCK (SEE NOTE 3) PRODOC 1 HF..aI: iU .• complying wish the F6,1.1. Baidi.g C.& Act.pl.—Na dfi•-1 I .I6 E.pi..li"" Ix1• '.' 12,14 BY (1AA14 M6.d D. k Ait Dtvh1.. ► wDUGT REVLWJ) Chit rYi chins" e 409 noem uml"i Ro L Clark, P.E. 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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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, 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 the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06-0405.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. oJ'T Co� a�Qrr�o P NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report. No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) Manuel Per Product Control Ex r NOA No 07-0 .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06-0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12/21/2011. Manuel Perez, Product Control Exam NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 E -2 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLA!dGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.'&" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7h6" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS V;'ITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1 GLAZING DETAILS ............ 2 G. 13116" LAMI IG: (1) LITE OF 1/8" OR 3116"ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS ............ 5 OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SA-FLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST ....................... 6 EXTRUSIONS .................... 7 I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS CORNER DETAIL .............. 5 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8-11 J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16' OR 1/4' AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16' LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3116' OR 1/4" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE: ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA ILES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED us —plying with tho Florida 5. SHUTTERS ARE NOT REQUIRED. E_Cod' A<.::;;j-,— No 0 0 S o9 Ea; irtlioa 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. By Miarr ad' Pr uct a ®7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. Div, oa ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, C4MENjrEQ)Tlg 41NgWAIING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). Rena BY. a.. F K. 4/15/07 C ADD FTL.5330 TO NOTES 78 CHG. NOTES TO CURRENT EDIT. t070TECHNOLOGVORIVE NOKOM1tiS, FL 34275 P.![.'OX t529 NOKOt•`18, FL 04274 PC� GENERAL kCJ'i'ES"' nu: . ALUM. HORIZONTAL ROLLER WINDOW, IMPACT � R. art L. Clark, F.E. PE C39712 Renvnr F.K. R" oen: 10/77/06 Rems� B . CHANGE TO ASTM E 1300-02 F.K. 5/13/O6 A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 78 NOTE 6. o,•.• nr Del.: Cnerieear a•i•: Visibly Br[[er s.,.✓.we.e s"°i.: sx°° ae,wpw, am F.K. 2128106 J.J. 3/23/06 ___ HR710 NTS 1 •r i1 4127-10 C Structural 1 k , , 21 I 4115107 ate: 101171045 5/13106 J GLASS BITE 60,61,62 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS 21 I 1/2" NOM. GLASS BITE 66,67,68,69,70,71 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8' OR 3/16' ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI I 112" NOM. a EXTERIOR INTERIOR GLASS BITE (ALL SECTIONS) 63.64.65 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3N 6' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 72,73,74,75,76,77 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13116' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 1070 TECHNOLOGY DRIVE GLAZING DETAILS NOKOMIS, FL 34275 DETAILS m" P.D. 99X 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMIS. FL 34274 1 V'sib/y Better e""`"6o0N &''�° 4"ii0 '"° ^` HR710 Full 2 l l 1 4127.10 a C PRODUCT REVISED a: —plying with file Florida Bcilding Codc Accepts-. NOO $ 09 Expi,alion D= L O// By. Mia Dade Praduct Ai 'ion Ro ri L. Clark, P.E. PE #39712 Strudural 1 TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN, FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" ull 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96.1 A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -.-TO.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C, I +60.0 60.0 UP TO 111" D,E,F, J,K,L +75.0 75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A. B, C. G, H, I +60.0 -60.0 TO 86 7/16" D, E. F. J, K, L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 a:: s::;t ;..i :. •.vith thu Florida B� itc;rr Code Acccp1w....ND07-0,915.0Q Ex iratioR ny 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C, D, E, F' I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL-4858 (XO)), FTL4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (1/8" A. .090,1/8" A) B. 5/16" LAMI - (1/8" A. .090,118" HS) C. 5/16" LAM] - (1/6" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) 1L. G. 13/16" LAMI I13-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI IG-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAM] - (1/8"A, .090,1/8"HS) I. 13/16" LAMI IG-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI IG-1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG-1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3/16"HS) 13/16" LAM] I13-1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) Mi Dadc Product Div' ion i�oberlL. Clark, P.E. PE #39712 Structural Re BY: F.K. Dale: 4/1.%7 ReMaMe: C ADD INTEGRAL FIN OPTION & UPDATEASTM E 1300-02 DPs 1070TECHNOLOGYORVE NOKOMIS, FL 342751 P.O. IS. 1529 NOKO�+nS. FL 34274 ���. DESIGN PRESSURES r". HORIZONTAL ROLLER WINDOW, IMPACT --By F.K. I Z117/O6 Reva-' B REVISE DP TABLES TO ASTME 1300-02 .Re"°'a"°''ALUM. F.K. S/13/Ofi A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. wwn Bp F.K. wre: 2/26/O6 clm.J. Data• J.J. 3/23/O6 Visibly BDrrer s'4ei"O°�' HR7f0 �" SNT$ " SM3 v 11 D"'�^b 4127-10 RC 27 3/8' MAX. DLO VENT 54 5/16" MAX. DLO FIXED B 110" MAX. WIDTH I.F. FRAME 111' MAX. WIDTH FLANGE FRAME 5' r DL F L DETAIL B - XOX (1/4-1/2-1/4) VDLO FIXED C V DLO VENT 63' FLAN A I A FRA AL 3/8" AX. ) ALL / / I / 56' MAX. DLO ALL CONI KED / VENTS 62" MAX. TES O I X I.F. FRAME ALL CONFIG. Q I C 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME I I Q �I DETAIL A - OX OR XO 015/07 .m 10/17/06 5/13106 v2aros '0 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.00% 1529 NOKOMIS, FL 34274 27 3/8" 27 3/8' MAX. DLO MAX. DLO VENT FIXED B x 0 x 85 7/16" MAX. WIDTH I.F. 86 7/16' MAX. WIDTH FLANGE FRAME DETAIL C - XOX (113-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. MAX SEALANT OR GASKET GE SAT HEAD AND SILL IE IG. D D B ❑!n I.F. FRAME v:ith the Florida ,.iazr No O7- E: ucuml Datc G Zo/( By o Mian11. de roduct Comm DL1 ( 13 1 FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT obert L. Clark. P.E. PE d39712 HR710 NTS �4 a 11 4127-10 "C swclurel EXTERIOR MAX. HEIGHT FLANGE FRAME MAX Q VENT DLO MAX. FIXED DLO INTERIOR EXTERIOR U SECTION C-C Q QI (VERTICAL SECTION, FLANGE FRAME) aab: (VI 4/1507 aaR: R-- C Rw4bw' ADD INTEGRAL FIN FRAME, ITEMS 41, 42AND 43 AND F 10/17/06 B NO CHANGE THIS SHEET 5113106 Ru Ate~ NO CHANGE THIS SHEET INTERIOR MAX. VENT DLO ��— —� 4+— MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (FLANGE FRA�E� EXTERIOR 19 SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) Q INTERIOR MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL Ff y RAME) INTERIOR SILL SECTION, I.F. FRAME)Q '0 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, R 34274R...e- h EXTERIOI PRODUCT REVISED as ccn-i;+ao tivith the Florida Acc �.::rcc No p ir4ticn Dalc Z/ p�I By Mi adc uq Con HEAD (VERTICAL SECTION, I.F. FRAME)Q Al�/?4- a.emna: SECTIONSa7 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �ro RoheR L. Clark, P.E. HR;W Half 4127-f0 5 ro 11 T PE fl39712 Structural R(� 41 U2 I A I FLANGE FRAME HEAD 4025 ISASHSTOP STD. ANTI LIFT CLIP 48 X 3/4 PH. PAN HEAD 4053 ISASH STOP COVER SASH STOP 4136 IFLANGE FRAME SILL 4137 ISELLADAPTOR 4131 ROLLER TRACK 71298 WEEP HOLE COVER 1626 ADHESIVE OPEN CELL FOAM PAD 4002 A IFLANCEFRAMEJAMB 4134 1 GA SKET FOR MA IN FRAME SITA 1155 #8 X I.000 QUAD PN. SM 4110 G ISCREENADAPTOR 4054 B FD:EDMEETINGRAIL 4066 IWSTP.,.197 X .230, FIN SEAL 4105 SASH TOP & BOTTOM RAIL 1683 W STP.,.250 X .270 BACK, FIN SEAL 225-1 ROLLER HOUSING & GUIDE 226 BRASS ROLLER WHEELS 4128 HORIZONTAL ROLLER SASH TOP C 4006 D SASHMEETINGRAIL 1235 W STP.,.170 X .270 BACK, FIN SEAL 1096 SWEEP LATCH 1016 #8 X .625 PH. FL. SMS 4126 SASHSIDERAIL 1683 I WSTP.,.250 X .270 BACK, FIN SEAL 7070 1 BULB WEATHERSTRIP .187 X .275 LIFT RAIL COVER CAP 4139 1 I.F. FRAME HEAD 4140 II.F.FRAMESILL 4141 I.F. FRAME JAMB GLAZING SILICONE, DOW 899,995 O 1224 VINYL GAZING BEAD BULB (THIC6 1225 WNYLCLAZINGBEADBULB HIN) 4039 B GLAZING BEAD - 5/16" 4044 B GLAZINGBEAD - 5116" W/GMLKIT 4222 A CLAZINGBEAD-7/16" 985 1 C GAZING BEAD - 7/16" W/GRILL KIT 4067 1 1GLAZINGBEAD-13/16" LASS 5/16" LAMI 1/8" A, .090 PVB, 1/8" A 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI 1/8" HS, ,090 PVB, I/8" HS " 7/16" LAMI 3/16" A, .090 PVB, 3/16" A 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS 7/16" LAMI 3/16" HS, .090 PVB, 3/16" HS) � ReHeYw: 4115107 C ADD ITEMS 41. 42 & 43 SPACE DIMENSIONS ITEMS 66 THRU MAILE 612244 6063-T6 ALLA64136 137 6063-T6 AL 64131 POLYPROP. 71298 7PAD1626 6063-TEAL 612225 74134W/K 781PQA 6063-T5 AL 6411OG D63HD-T6 AL 64054A 64066G 6063-T5 AL 1 612240 42112M IBRWHI 44128N ITE1M DWC#/ REV DESCRIPTION MAIL PGI# 66 GLASS 13/16" LAMI IGI/8"A, 3/'"AIRSPACE5/16" LAMI 1/8"A, .090 PVB, 1/8"A 67 " 13/16" LAMI IGI/8"A, 3/8" AIR SPACE 5116" LAMI (I/8"A, PVB, 68 .090 1/8"HS) 13/16" 1 AMi IGI/8"A, 3/8" AIR SPACE, 5/16" LAMI 1/8"HS, PVB, 69 .090 1/8"HS 13/16" LAMI IGI/16"A, 5/16" AIR SPACE, 5116" LAMI 1/8"A, PVB, 1/8"A) 70 .090 13/16" LAMI IG3/16"A, 5/16" AIR SPACE, 5/16" LAMI 1/8"A, .090 PVB, 1/8"HS 71 13/16 LAMI IG3/16"A, 5/16" AIR SPACE, 5/16" LAMI(1/8"HS, 7'. "" .090PVB, 1/8"HS) 13/16LAMI IG1/8"A, 1/4" AIRSPACE, 7/16" LAMI 3/16"A,.090PVB, 73 3/16"A 13116" LAMI IGI/8"A, 1/4" AIR SPACE 7/16" LAMI 3/16"A, PVB, 74 .090 3/16"HS 13/16" LAMI IGI/8"A,1/4" AIR SPACE, 7/16" LAMI 3/16"HS, 75 .090 PVB, 3/16"HS 13/16"LAMIIG3/16"A,3/16"AIR SPACE7/16"LAMI 3/16"A,.090 76 PVB, 3/16"A 13/16" LAMI IG3/16"A, 2116" AIR SPACE, 7/16" LAMI 3/16"A, 77 .090 PVB, 3/16"HS 13/16" LAMI IG3/16"A, 3/16" AIIi SPACE 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 90 1014 SCREEN FRAME (HOR & V 1630 SCREEN CORNER KEY W/R �GS91 92 1631 SCREEN CORNERKEY W/ORINGS 93 1073 SCREEN SPRING WL3I05--H1-4AL7-- 94 1624 SCREEN SPLINE - .135 DM- FOAM 95 1635 SCREEN SPLINE-.135 DIA. HARD 96 SCREEN 6063HS-T6 AL 64006 1 2.710 67S 16G DIE-CAST 71096 7858 6063-T5 AL 64126 61683G 291- 6063-T6 670" L 74078"C" L ORR AL 64139 Qc 6063-T6AL 64140 41 I.F. FRAME HEAD 6063-T6 AL 64141 A #4139,6063-T6 TALENT 6TP247W,K 6TP248K 2 784 PRODUCT REVISED 7 as complying with (lie Florida 6063-T5AL 64039B Building Code 6063-T5AL 644703 AcceptallceNo0 —01pj( 3.152 EzpirationData 2 6063-T5AL 64222 6063-T5 AL 6985 .062 M ade Product Co 6063-T5 AL 64067 L1.9884 Div' on 43 I.F. FRAME JAMB Q #4141, 6063-T6 L 2.710 --j 42 I.F. FRAME SILL #4140,6063-T6 omega,: 1070 TECHNOLOGY DRIVE PARTS LIST NOKOMIS, FL 34275 P.O. BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ZSoca L. Clark, P.E. NOKOMIS. FL 3427d L r}ibfy 13ecrn a"ei9'b°'r sue`' "�" a'""'oN0. R^" PE p39712 HR710 IVTS a 6 a 11 41P7-10 C SUucN21 062 1.373 L,==f1 1 __13 L2.710� O FLANGE FRAME HEAD #4102A,6063-T6 i---4{—.062 .490 T— [--1.451--� O SASH STOP #4025,6063-T5 062 1.1,83 L1.349--1 �1L 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 — i 678 1.096 54 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W/ GRILL KIT) 4115107 1 C I NO CHANGE THIS SHEET THIS SHEET 3. 52 t.tTzz �-2.710� O FLANGE FRAME SILL #4136,6063-T6 L .061 .437 f46 O HORIZ. ROLLER TRACK #4131,6063-T6 2. 79 j .062 � L 7 �{ 1.081 32 SASH MTG. RAIL #4006D,6063HS-T6 1 1.187 .062 3. 90 O FRAME SILL ADAPTER #4137,6063-T6 1.18ll062 1 1.403� �1.513-1 �0 I 738 1�1.443-� -7 O SASH STOP COVER #4053,6063-T5 I�-2.784--{ r 1.363 .062 13 FLANGE FRAME JAMB #4002A, 6063-TB 17 FIXED MEETING RAIL 94054B,6063HD-T6 2. .49 a .0 I .062 � II .678 1.291+y 1.096 i —T 37 SASH SIDE RAIL 53 GLAZING BEAD, 5/16" #4126,6063-T5 #4039B,6063-T5 050 I 1 4444SSSS .678 1111���� .683 .050 1.096 i+—�{ .050-��•678 I I 1.115 � � �_ h---�1--1.097 55 GLAZING BEAD 7/16" 56 GLAZING BEAD, 7/16" 59 GLAZING BEAD, 13/16" #985C,6063-T5 #4222A,6063-T5 #4067, 6063-T5 (USED W/ GRILL KIT) 107NOKOMI TECHNOLOGY 34 DRIVE NOKOMIS, FL 34275 �— 0.mfpMm EXTRUSIONS rm P.O BOX 1529 NOKOIAIS, FL 34274 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better s^^f1Yo°As' sw.: — are***., — HR710 Half 7 a 11 4127-1. C PRODUCT REVISED as complying with the Florida Building Co& Acaep:wlw NoO -O Expiration Datc By B ade Product Divi on R.Iatl L. Clark, P.E. PE 439712 Structural %NCHOR QUANTITIES, XOX (114-112-114) WINDOWS TABL GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2.3. WOOD Z CONC 1, CONC &SUBSTRATE ZONES ZONES WINDOW SIZE W V H HEAD & SILL 53.125 x 38.375 48.OD0 50.625 54.000 60.000 63,000 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1' 1+C2+1+C2+1 1+C2+1+C2+1 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+C2+1 1+C2+3+C2+1 1+C2+3+C2+1 1+C3+3+C3+1 1+C3+3+C3+1 1+C3+3+C3+1 ; 111.000 x 38.375 411.111 50.625 54.ODO 60.000 1+C3+3+C3+1 63.000 1+C3+3+C3+1 1+C2+3+C2+1 ; 1+C2+3+C2+1 ; 1+C3+3+C3+1 : 2 HEAD & SILL 151 HEAD & SILL I f I HEAD & SILL I m'I HEAD & SILL I m I HEAD 8 SILL t 1+C2+1++1 3 1+C2+1+C2C2+1 i 1+C2+1+C2+1 I 1+C2+1+C2+1 I 1+C2+1+C2+1 I 1+C2+1+C2+1 ! 1+C2+1+C2+1 1+C2+1+C2+1 i+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 ; 1+C2+2+C2+1 f +2+C2+1+2+C2+1+2+C2+1 2 1+C2+2+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3ll+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 31+C2.2+C2+1 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+Cp+2+C2+1 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 ; 1+ 1+C4+3+C4+1 3 64+3+C4+1 4 1+C3+3+C3+1 ; 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 i+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 ; 1+C3+3+C3+1 1+C3+3+C3+1 1+C3+3+C3+1 • 2+C2+1 13 I 1+C4+3+C4+1 4, SELECT VALUES DUE TO 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C3+2+C3+1 1+C3+2+C3+1 1+C2+3+C2+1 1+C3+3+C3+1 NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (135) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8' A) B. 5H6' LAMI - (1/8' A,.090, 1/8' HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16' LAMI - (3/16" A490, 3/16' A) E. 7/16" LAMI - (3/16" A,.090, 3/16' HS) F. 7/16" LAM] - (3/16' HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3116' A. 5/16" OR 3/8' SPACE, 5/16" LAMI - (1/8' A,.090,1/8' A) H. 13116" LAM[ IG -1/8" OR 3/16" A. 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8' A,.090, 1/8' HS) I. 13/16" LAMI IG -1/8' OR 3/16' A. 5/16' OR 3/8" SPACE, 5116" LAMI - (1/8' HS,.090, 1/8" HS) J. 13/16" LAMI IG -1/8' OR 3H6' A, 3/16" OR 1/4' SPACE, 7/16' LAMI - (3/18' A,.090, 3/16- A) K. 13/16" LAW IG -1/8" OR 3/16" A, 3/16" OR 1/4- SPACE, 7/16" LAMI - (3/16' A,.090, 3/16' HS) L. 13/16" LAMI IG - 1/8" OR 3/16' A. 3116' OR 1/4" SPACE, 7/16' LAMI - (3/16' HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 314" MAX. FROM CORNERS. JAMBS: 9' MAX, FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X O X 1+C3+4+C3+1 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3- MIN. O.C. ANCHOR SPACING) 1+C4+3+C4+1 3 �} 25 3/4" max. 3 I [--3" MIN. 3 9" REF, X O _ X 2 �- 3 MTG. RAIL, TYP. 3 EXAMPLE CLUSTER W/ QTY.OF (3) ANCHORS 1+C4+3+C4+1 1+1+3+C4+1 1+C2+4+C2+1 1+C3+4+C3+1 1+C3+4+C3+1 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 3 1+C4+4+C4+1 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+04+4+C4+1 1+C4+3+04+1 4 1+0+3+C3+1 3 1+C4+4+C4+1 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+CS+4+CS+1 1070 TEC4NOLOGY DRIVE 70/17/06 8 REVISEANCHORAGEFORMAT,,HEAD&SILL CLUSTERS NOKCMIS, FL 34275 5/13/08 1 A "- ADD SPACE DIMENSIONS GLASS TYPES G THRU L. P.O. BOX 1529 cream Bale: NOKOIAIS. FL 34274 25 3/4" MAX. 1 L1---3"-3"M MIN.N. 1 1 f 9' REF. yT X 0 X_ MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ILUM. HORIZONTAL ROLLER WINDOW, IMPACT kvMnt snl.: sae,f p,rN„,� HR710 NTS 8 m 11 4127-10 PR O IM !' l:EViSED with II:e Flarida Ry Mi ade odud CO Di . Ion Robed L. Clark, P.E. PE A39712 Skuclural ANCHOR QUANTITIES XOX 1/3-1/3-1/3 WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 1. ANCHOR TYPES: 2,3, WOOD 2, CONC 1, CONC 2.3, WOOD 2, CONC 1, CONC & SUBSTRATE 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREWS (G5) 1n 2. GLASS TYPES: ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE HEAD & SILL rn < HEAD & SILL to a HEAD & SILL rn mM HEAD & SILL 0) ¢ HEAD & SILL rn HEAD & SILL < < A. 5116- LAW - (118' A,.090, 1/8" A) W H > I B. 5/16" LAW - (1/8" A,.090,1/8" HS) 21 C.5/16"LAMI -(1/8" HS,.090,1/8" HS) 48.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D.7/16"LAMI -(3/16" A,.090,3116" A) E. 7/16" LAMI - (3/16" A,.090, 3/16' HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F.7/16" LAM I-(3/16" HS,.090,3116" HS) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G. 13116" LAMI IG -1/8" OR 3/16" A, 5116" OR 3/8" SPACE, 5116" LAMI - (1/8- A,.090, 1/8' A) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H. 13/16" LAMI IG -1/8' OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16' LAMI - (1/8' A,.090, 1/8" HS) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7+C3+1+C3+1 3 I. 13/16" LAMI IG -1/8" OR 3/16' A, 5/16' OR 3/8' SPACE, 5116" LAMI - (1/8' HS,.090, 1/8" HS) J. 13/16" LAMI IG,-1/8" OR 3116" A, 3/16" OR 1/4" SPACE, 7/16' LAMI - (3/16" A,.090, 3/16- A) 2 K. 13/16" LAMI IG -1/8" OR 3116' A, 3/16' OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090, 3/16" HS) 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 48.0D0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 L. 13/16' LAMI IG -1/8" OR 3/16" A, 3116" OR 114" SPACE, 7/16' LAMI - (3/16" HS,.090, 3116- HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+G3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 2 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2' MAX. O.C. 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE KEY: 50.1325 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 X O X 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+62+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (-, ANCHORS CENTERED 2 ON EACH MEETING RAIL PLUS (1) 68.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 48.ODO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PLUS (1)ANCHORS AT FIXED SECTION. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.D00 3 (3- MIN. O.C. ANCHOR SPACING) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 2 25 3/4" MAX. 74.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3I---3" MIN. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 9" REF. 3 X O X 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+G3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 MTG. RAILTYP. a3 carFPBODU.T REVISED , ., my with tit. Florida 2 Rui;d%ag Codc 84.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+12 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1' 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Acccp:artccNo o - 915,Oy 3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 Ex irationDmc 2 Pory 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 By 3 Mi DadoProduct on 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+03+1+C3+1 3 1+C3+1+C3+1 3 25 3/4" MAX. Divion 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+03+1+C3+1 3 1+C4+1+C4+1 4 1 1/2' TYP. 1--3- MIN. 86.437x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+G2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+j.A+ 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C24,1+C2+1 3 1+G3+1+ 9" REF. X O_ X 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+ 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+ 60.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+ MTG. RAIL,TYP. 63.0DO 1+c3+1+G3+1 3 1+cz+l+cz+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 a I+C3+1+C3+1 3 1+ca+1+ EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS /'/ Reeder: N. F.K. 4115107 R-w - C UPDATE TABLE 5, SELECT VALUES DUE 7-0 ANCHOR CAP. ADJ. 107UTFCHNOLO WMIE NOKOMIS,FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 P Visibly Better T ANCHORAGE SPACING, XOX 113-113-113 �v v� r, ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clark, P.E. 5vnav110"+� s"b' "'°� 41ri'°^t'� R^� PE #39712 R-Br. F.K. oa,.. 10/17/06 ReN"Im> B REVISE ANCHORAGE FORMAT, HEAD& SILL CLUSTERS R°" r F.K. 5113106 R°"" A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. ar Date: crime wm: F.K. 2128106 J.J. 323106 HR710 NTS 9 e 11 4127-10 C Structural ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16' LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16' LAMI - (1l8' HS,.090,1/8" HS) D. 7/16' LAMI - (3H6' A,.090, 3/16" A) E. 7/16' LAMI - (3/16" A,.090, 3/16- HS) F. 7/16' LAM[ - (3/16- HS,.090, 3116" HS) G. 13/16' LAMI IG -1/8' OR 3/16" A, 5/16" OR 3/8' SPACE, 5116" LAMI - (1 /6' A,.090, 1/8' A) H. 13/16' LAMI IG -1/8" OR 3116" A, 5/16' OR 3/8" SPACE, 5/16" LAMI - (1/8' A,.090, 1/8- HS) I. 13/16" LAMI IG -1/8' OR 3/16' A, 5/16- OR 3/8" SPACE, 5/16' LAMI - (1/8" HS,.090,1/8' HS) J. 13116' LAMI IG - 1/8" OR 3/16' A. 3/16' OR 114' SPACE, 7/16" LAM[ - (3/16' A,.090, 3/16' A) K. 13/16" LAMI IG -1/8" OR 3/16" A. 3/16- OR 1/4' SPACE, 7/16' LAMI - (3/16' A,.090, 3/16' HS) L. 13/16' LAMI IG -1/8" OR 3/16" A, 3116' OR 1/4' SPACE, 7/16" LAMI -(3/16- HS,.090, 3116' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED N THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 22 112"MAX. O.C. TABLE KEY: 0 x 2+C3 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES L_ ANCHORS A CLUSTER (3)1 0ENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) �18 3/4" MAX. -�{ [--3- MIN. r 9' REF. X O � MTG. RAIL rRonocrr v1sED as cma¢11 +tif chz Florida Btdldinp C.:2 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Acrcp4•ncc tan-0815.09 (SHOWN IN TABLE KEY ABOVE) Eaptratia Du z 7 zcrl Mi DadD 1'roduq n 18 314" MAX. Di1' ion I 1 1/2' TYP. 1_ L--3-MIN. 9"REF. j O MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS f/J - dn_ ANCHORAGE SPACING, OXANDXO WINDOWS ��o aJ rsr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clark. P.E. Berter 5n441Aa°- s`••' ae.ee n'•'^�d'" _ PE p39712 HR710 1VT$ 10 d 11 4127-10 C SWdural ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V F1 O J w = °� !n co 3 Q J w W _ in O J w to _ (D M � J w v) _ °d U7 D J w � _ °� U) DO n O J ¢ J w 1n _ °d DO 2 -¢i 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+102+1 2 1+C2+1 2 1+132+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+132+1 3 1+C2+1 3 1+132+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+132+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+t 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.375 48.000 50.625 64.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+132+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+133+1 3 1+102+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 1 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1 1+C3+1 3 1 1+C3+1 3 1+C2+1 3 1 1+C3+1 3 1+C3+1 4 1+C2+1 3 1 1+C3+1 3 1 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1 1+C3+1 4 1+C3+1 3 2+C4+2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 a 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+21 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+21 4 74.000 x 38.375 48.000 50.625 54.000 6.000 633.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+21 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+Ca+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 Rena B' F.K. M. 4115107 Re,iW,s: C CHG.TABLE# TO 6, 8 SELECT VALUES DUE TO ANCHOR CAP. A 1070TECHNOLOGYDRIVE NOKOMIS, P.C. BOX NOKOMIS, FL 3d275 1529 FL 34274 R.rseeyRawe,u: F.K. 10/17/06 B REVISEANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS F.K. 5/13/OG Re A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Dnm, er. F.K. om: 2128106 aeaeae. J.J. Dery W3106 Visibly A MIN. 3.4 KSI CONCRETE lx WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 1 3/4' MIN. E.D. TYP 2x WOOD BUCK, NOTES: NOTE 3 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO 1 3/8" TAPCONS EMBEDED 1 3/8- MIN. OR 1/4' SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE 912 TRIMFIT HEAD. _ �� ✓ _ > 2 FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSU 1 /4' RES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX SHIM . MIN. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4" MAX. SHIM -� I I� 1 1/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. N. I I (1.51(SI CMU) r • NOTE 1 Q M i. SHIM WOOD _J ANCHOR, DETAIL A NOTE 2 DETAIL B_ TYPICAL FLANGE FRAME HEAD SECTIONS OR PER NOTE 1 Q (3.4 KSI CONCRETE) WOOD CONCRETEf3- 1ANCHOR, ANCHOR,-NOTE2 NNOTE3' NOTE1 314' aEXTERIOR INTERIOR MIN.E.D (HEAD&SILLDETAILSA,B,C,D,G&H) TYP. 2x WOOD BUCK, Ix WOOD BUCK, 44 SEE NAILINi DETAIL E DETAIL F INTERIOR (JAMB DETAILS E, F 8 I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE © TRI 5 ANCHOR, NOTE 1 114' MAX. SHIM NOOTTE10 1 3/4' MIN. MIN. 3.4 KSI E.D. TYP. CONCRETE 2x WOOD DETAIL C BUCK, NOT WOOD ANCHOR, NOTE2 1/4" 6 gSH AX. IM 1 SEE 1 3/8" NIN. 0 NAILING DETAIL D Q E3 TYPICAL FLANGE FRAME SILL SECTIONS 'MF.K.4 er oar& a.w"ic,n: VISE NOTES r 8L R "GA LNG TRIMF HD. & EMB 1 I I rwr nue I B I REVISE EDGE DIST., EMBEDMENT & SHT. REF9RFNCF.4 I 5.. '0 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX IS29 NOKOMIS, FL 34274 DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 1/2' NAIL AT CORNERS AND 5" O.C. I III TYPICAL DETAILS G, H & I. TI I I �lll IICI �I V I 1 I _- - - - SEE NAILING DETAIL G (SILL) DETAIL I (JAM TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, r.�acex srw: a"+.srro. HR7rB Half 1 'id 11 IF 4127-10 t::-Fl.dda D9 i:aricnDc7c By Mien adc Product on n. m 7 /LRobe?tL. Clerk, P.E. PE M39712 Structural Wijand Residence MIAMI-DADS 1549 Sweet Bay Circle Palm City, FL MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov/buildingcode 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 Florida Building Code, including the High Velocity Hurricane Zone. .DESCRIPTION: Series 740 Aluminum Projected Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 7052-7, titled "Alum. Projected Window, Impact", sheets 1 through 11 of 11, prepared by manufacturer, dated 02/24/03 with revision "C" dated 09/02/08, signed and sealed by Lucas A. Turner, P.E., 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 Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number. preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 05-1129.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPROVED NOA No. 08-0709.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 7052-7, Sheets 1 through 11 of 11, titled "Alum. Projected Window, Impact', dated 02/24/03 with revision C dated 09/02/08, prepared by Mfr., signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3728 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-0514.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window mulled to a projected window with 9/16" HS laminated, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3724 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-0514.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, dated 11/21/05, prepared, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite V PVB Interlayer" dated 01/05/06, expiring on 12/11/10. v Manuel Pe .E. Product Control xam' er NOA No. 08 99.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated 5/12/03, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated 5/12/03, signed and sealed by Lucas A. Turner, P.E. 3. Statement letter from original engineer stating that there are no changes to the product and that it conforms to the FBC, dated 6/26/08, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. 'Notice of Acceptance No. 05-1129.10, issued to PGT Industries for their Series CA- 740 Aluminum Projected Window — LMI, approved on 02/23/06 and expiring on 11 /06/08. - "'�' .1 a - Manuel erez, Product Control Exa ine NOA No. 08-070 .16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 E-2 NOTES: LARGE MISSILE WINDOWS GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5116" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" IST..................................... 10 ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED ANCHORAGE .......... 11 GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. ...........""""""' D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5116" LAMINATED GLASS COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED COMPONENT COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH m AN .090 SOLUTIA OR DUPONT INNER LAYER. . 2. CONFIGURATIONS: X. PROJECTED WINDOW MAY ALSO BE USED WITH THE CASEMENT FIXED WINDOW IN OX CONFIGURATION, FOR FIXED WINDOW DETAILS PLEASE SEE SEPARATE MIAMI-DADECOUNTY NOA. 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. L NOA DRAWING TABLE OF CONTENTS SHEET NOTES............................................. 1 GLAZING DETAILS .......................... 2 ELEVATIONS ................................... 3 DESIGN PRESSURE TABLES........ 4-6 SECTIONS ....................................... 7-8 CORNER CONSTRUCTION............ 9 EXTRUSION PROFILES .................. PARTS 9-10 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 3 AND 11 FOR ADDITIONAL ANCHORAGE INFORMATION. JAMBS "X": MAX. 8" FROM CORNERS JAMBS "OX": MAX. 4" FROM "0" CORNERS MAX. 13" O.C. (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY MAX. 4" & 7" ON EACH SIDE OF MEETING RAIL MAX. 8" FROM "X" CORNERS HEAD & SILL: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 11 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 6. SEE SHEETS 4 THROUGH 6 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL-3724, FTL-3727 & FTL-3728. 'O'OPTION PER MWMFDADE r� .�.l NO TES AND TABLE OF CONTENTS �nm �rruun: rv.vnanic iwl"5 S REWSE DP NOTE 3ANDANCHOR4 NOTE4 NOKOMIS, FL 34275 oPro2m5 — MODIFIED NOTE 2 P.aeoxlsze ALUM. PROJECTED WINDOW, IMPACT �4/03 ors NOKOMIS, Fe 34274 Visibly Eerrer NTS 1 d 19 7052-7 PRODUCT A"ljno sa crsc,Ply::g r.11G 1fu: C,sriia F"iAi,:g Cade c ,3ri,:;nL &kafe /3 &i �umceehwDIv GI�2/�rrl Lucas A Tumw, P.E. PE #6=1 Me&: wl NNEALED GLASS 090 SOLUTIA OR DUPONT PVB INNER LAYER OR HEAT STRENGTHENED 1/8" HEAT STRENGTHENED GLASS GLASS 64 50 1 45 46 .65" NOM. GLASS BITE OUTSIDE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 47 48 64 'OUTSIDE' 101IR05 091az08 0=41M OUTSIDE 13/16" 49 NOM. 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS 3/8" AIRSPACE 090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS1 1/8" HEAT STRENGTHENED GLASS 64 50 57 .65" NOM. GLASS BITE 7i .090 SOLUTIA - OR DUPONT PVB INNER LAYER 3116" HEAT f- STRENGTHENED GLASS 65" NOM, GLASS BITE 7/16" LAMINATED GLAZING DETAIL 10 TECHNOLOOYDRIVE NOKOMIS, FL 34275 ' P.O. BOX 1520 NOKOMIS, FL 34274 Q ,-v ■ _GLAZING DETAILS ALUM, PROJECTED WINDOW, IMPACT &tr- a.w�me 9m<• sn..r o wyra CA-740 NTS 2 a 1 f 1 7052-7 .Dou+- e>:VALD a�cs,a0 ,'i:g cv3:3 lim rork B 8� DiviuE o� Lucas A. Tummr, P.E. PE #9201 Maenanlwl PLEASE SEE SEPARATE MIAMI-DADE COUNTY NOA FOR CASEMENT FIXED WINDOW I �i )EE MEETING \ RAIL DETAIL 60" MAX. WIDTH Ilnl mll II III III II II III III II m 59 I� III MAX. III �I FIXED I m \ nl I I�nl � nl�l ym — wll II In nl II II III III II I III III I III 1114 II III III II � III II 111 III r --------- ---- - MAX. HEIGHT \ 38 MAX. 31 3/B" MAX. X VENT DAYLIGHT OPENING 8" MAX. i----1 13" MAX. O.C. 4" M ELEVATION "A" - "OX" (SEE SHEETS 5 & 6 FOR PRESSURES) 10/law 7ft — 0"Z08 7„ ANCHOR LOCATION TYP 4" MAX. I 7 � I 4" MAX. MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) ANCHOR LOCATION TYP. 1 1 /2" CENTERLINE 1 1/2" 3" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPTING 8" MAX. -� 38 3/8" MAX. SEE HEIGHT MID -SPAN \\ P313/8"MAX. ANCHOR GHT DETAIL I X ING TYP. (4) 1� 8" MAX. ��--�- 13" MAX. O.C, 4" MAX. ELEVATION "B" - "X" (SEE SHEET 4 FOR PRESSURES) tNOKOMIS, FL 75 ELEVATIONS NOKOMJ3, FL 34275 P.O. BOX 1528 ALUM. PROJECTED WINI NOKOMIS, FL 34274 Visibly Bette+ s r✓."' BEet " CA-740 NTS 1 3 =, 11 7052.7 rwoailcl' nt �!, N.a al cmrr;;2ce w:1ra 6fr FL�rl34 .I6 �1013 ws� auQ� hnatxt".��i Lucas A Tumor, P.E. PE 958201 Mechanical NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. PiR)DUCP R:3VISED cs c"myl flag r,:7b Me Fluids �Sb4L: i �uJw.: 0 . Ito � 3 D} ftltn- d: Pmdaat co BIT," ,: F.K cr" d2aro3 rawmu: A NO CHANOETHlB SHEET f070TECHNOLOGYORIVE DESIGN PRESSURES "X"WINDOWS FIL f0/1S/OS B REVISED ANCHORAGEAND NOTE NOKOMA FL 3427E P.O. BOX f628 NOKOMle, FL 34274 ALUM. PROJECTED WINDOW, IMPACT s.`.w,n.e s"v s�.e O1Y' oA z NTS 4 a 11 7052-7 C Lucas A Tumer, P.E. PE #mom fEea a kai D.G. OH/02/PB C NO CHANGETHIS SHEET Visib& Better er. F.K. o o22403 a.atea a o.r COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL-3724,FTL-3727,FTL-3728 GLAZING OPTION: A. 5l16" LAMI (1!8"A,.090,.1/8"HS FTL-3727 VENT HEIGHT 17.000 18.000 21.000 24.000 26.000 30.000 33.000 36.000 37.000 38.375 24.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 26.500 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 = 30.000 A 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 p 36.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.4 3 37.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -73.7 70.0 -71.2 67.9 -67.9 G43.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 68.2 -68.2 60.4 -60.4 59.0 -59.0 57.2 -57.2 Z 48.000 A 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 68.4 -68.4 59.4 -59.4 54.3 -54.3 52.8 -52.8 51.1 -51.1 53.125 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 80.8 -60.6 54.8 -54.8 48.8 -48.8 47.2 -47.2 45.5 �5.5 57.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 58.5 -58.5 51.0 -51.0 44.8 -44.8 43.5 -43.5 42.1 -42.1 60.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.9 56.2 -56.2 47.5 -47.5 42.2 -42.2 41.1 -41.1 39.7 -39.7 GLASS OPTION B. 5/16" LAMI (1/8"HS,.090,1/8"HS) FTL-3727 ALL THE ABOVE SIZE COMBINATIONS 70.0 -75.0 GLASS OPTION C. 7l16" LAMI (3/16"A,.090,3l16"HS) FTL-3724 ALL THE ABOVE SIZE COMBINATIONS 70.0 -90.0 GLASS OPTION E. 13/16" I.G. (1!8"HS, 3/8" SPACE, 5/16" LAMI W/ 1/8"HS & 1/8" HS) FTL-3728 ALL THE ABOVE SIZE COMBINATIONS 70.0 -75.0 COMPARATIVE ANALYSIS TABLE 3. "OX' UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3724,FTL-3727,FTL-3728 GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8"HS) FTL-3727 B. 5/16" LAMI 0/8"HS,.090,1/8"HS) FTL-3727 C. 7/16" LAMI (3/16"A,.090,3/16"HS) FTL-3724 E. 13/16" I.G. (1/8"HS, 3/8" SPACE, 5/16" LAMI W/ 1/8"HS, 1/8"HS) FTL-3728 VENT HEIGHT UP TO 26.000 30.000 FIXED HEIGHT 26.000 32.000 38.376 44.000 50.625 59.000 2S.000 32.000 38.375 44.000 50.625 59.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 24.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1-75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 1-90.0 70.0 -90.0 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 28.500 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 45.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.01 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 63.9 -63.9 57.0 -57.0 70.0 .75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 30.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 - 55.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.01 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 -75.01 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 •59.2 51.1 -51.1 43.0 -43.0 36.000 8,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.01 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 = A 70.0 -75.0 70.0 -75.0 67.9 -67.9 57.8 57.8 49.9 -49.9 41.9 -41.9 70.0 -75.0 70.0 -75.0 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 37.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 170.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 775.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 30 A 70.0 -75.0 70.0 -71.1 57.2 -57.2 60.7 -60.71 52.6 -52.6 44.4 -44.4 70.0 -75.0 170.0 -71.1 57.2 -57.2 160.7 -60.7 52.6 -52.8 144.4 44.4 i 43.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.01 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 A 70.0 -75.0 61.8 -61.8 51.1 1 -51.1 54.4 54.4 48.6 -48.6 41.0 -41.0 68.4 -68.4 61.8 -61.8 51.1 -51.1 54.4 -54.4 48.6 -48.6 41.0 -41.0 48.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 -68.41 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 -68.4 A 70.0 -75.0 56.8 -56.8 45.5 -45.5 49.1 ■39.1 44.3 -44.3 38.7 -38.7 60.6 -60.6 56.8 756.8 45.5 -45.5 49.1 19.1 1 44.3 -44.3 38.7 -38.7 53.125 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.91 70.0 -71.2 60.9 -60.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 1 70.0 -85.91 70.0 -71.2 60.9 -60.9 A 70.0 -75.0 1 53.8 -63.8 42.1 -42.1 45.5 -45.5 41.2 -41.2 37.3 -37.3 58.5 -58.5 53.8 •53.8 42.1 -42.1 45.5 -45.5 41.2 -41.2 37.3 -37.3 57.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 68.7 66.7 56.9 -56.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 66.7 56:7 56.9 -56.9 A 70.0 -72.9 50.4 -50.4 39.7 -39.7 42.8 -42.8 39.2 -39.2 35.9 -35.9 56.2 56.2 50.4 -50.4 39.7 1-39.71 42.8 -42.8 39.2 -39.2 35.9 -35.9 60.000 B,E 70.0 -75.0 70.0 -75.0 1 70.0 -75.0 70.0 -75.0 70.0 70.0 -71.8 1 70.0 1 -75.0 1 70.0,-75.0 70.0 -75.0 1 70.0 - 55.0 70.0 -75.0 70.0 -71.6 C 70.0 .90.0 70.0 1-90.01 70.0 -90.0 70.0 -74.6 63.3 .-75.01 63.3 54.0 -54.0 1 70.0 -90.0 1 70.0 1 -90.0 70.0 -90.0 70.0 -74.6 63.3 -63.31 54.0 -54.0 GLASS OPTION D. 7116" LAMI (3/16"HS,.090,3/16"HS) FTL-3724 ALL THE ABOVE SIZE COMBINATIONS 170.0 1.90.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. CHANGE THIS SHEET NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 Visibly Better DESIGN PRESSURES "OX" WINDOWS ALUM. PROJECTED WINDOW, IMPACT s"rw,at s�.� w�wc w,wyre CA-74o NTS 5 d 11 7052-7 nil P.qoot:cr RKV s€ifl C? COi:!P�:.!�j cri19 iE:C a i0ftd� By v flSEarl aGe i'�wr'et �ivt+s n Lures A T-., P.E. PE fwol Mmhenlcsl COMPARATIVE ANALYSIS TABLE 4. "OX' UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3724,FTL-3727,FTL-3728 GLAZING OPTIONS: A. 5/16" LAM] (1/8"A,.090,1/8"HS) FT.-3727 B. 5/16" LAMI (1/8"HS,.090,1/8"HS) FTL-3727 C. 7/16" LAM] (3/16"A,.090,3/16"HS) FTL-3724 E. 13/16" I.G. (1/8"HS, 3/8" SPACE, 5/16" LAMI W/ 1/8"HS, 1/8"HS) FTL-3728 VENT HEIGHT 34.000 1 38.375 FIXED HEIGHT 26.000 32.000 38.375 44.000 50.625 59.000 26.000 32.000 38.375 44.000 60.625 59.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 24.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 26.500 B,E 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75 -.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 76.0 - 00.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0,-75.0 63.9 -63.9 1 57.0 -57.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 30.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.0 70.0 -70.4 70.0 -70.4 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.0 36.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 -75.0 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 67.9 -67.9 67.9 -67.9 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 37.000 B,E 70.0 -75.0 70.0 -75.0 70.0 1 -75.0 1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 1 70.0 -75.0 70.0 -76.0 70.0 -75.0 C 170.01 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 }+ A 65.5 -65.5 65.5 -65.5 57.2 -57.2 60.7 -60.7 52.6 -52.6 44.4 44.4 57.2 -57.2 57.2 -57.2 57.2 -57.2 57.2 -57.2 52.6 52.6 44.4 -44.4 B43.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 A 57.5 -57.5 57.5 -57.5 51.1 -51.1 54.4 -54.4 48.6 48.6 41.0 41.0 51.1 -51.1 51.1 -51.1 51.1 -51.1 51.1 -51.1 48.6 48.6 41.0 -41.0 48.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 -68.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 -68.4 A 52.7 -52.7 52.7 -52.7 45.5 -45.5 49.1 -49.1 44.3 -44.3 38.7 -38.7 45.5 -45.5 45.5 45.5 45.5 -45.5 45.5 -45.5 44.3 44.3 38.7 -38.7 53.125 B,E 70.0 -75.0 70.0 -76.01 70.0 -75.0 70.0 1 -75.0 1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 1 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 -71.2 60.9 -60.9 70.0 -90.0 70.0 -90.0 70.0 -90.01 70.0 -85.9 70.0 -71.2 60.9 -60.9 A 48.6 -48.6 48.6 -48.6 42.1 -42.1 45.5 -45.5 41.2 41.2 37.3 -37.3 42.1 42.1 42.1 42.1 42.1 -42.1 42.1 42.1 41.2 41.2 37.3 -37.3 57.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 C 70,0 -90.0 1 70.0 790.0 70.0 -90.0 70.0 -79.3 66.7 -66.7 56.9 -56.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 66.7 -66.7 56.9 -56.9 A 145.2145.2 145.2 -45.2 39.7 �39.7 42.8 -42.8 39.2 -39.2 35.9 -35.9 39.7 -39.7 139.7 -39.7 39.7 -39.7 39.7 -39.7 39.2 -39.2 35.9 -35.9 60.000 B,E 170.01 -75.0 1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 1 -75.0 1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 C 70.0 -90.0 1 70.0 -90.0 70.0 -90.0 70.0 -74.6 63.3 f3.3 54.0 54.0 70.0 1 -90.0 1 70.0,-90.0 70.0-90.0 70.0 -74.6 63.3 63.3 54.0 -54.0 GLASS OPTION D. 7/16" LAMI (3/16"HS,.090,3/16"HS) FTL-3724 ALL THE ABOVE SIZE COMBINATIONS 70.0 .90.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. NO CHANGE THIS SHEET REVISE ANCHORAGE AND NOTE NO CHANGE THIS SHEET NOKOMIS, FL 34275 ' ' PO SOX -ALUM. PROJECTED WINDOW, IMPACT NOKOMIS, FL 30274 Visibly Better �""�i°'� s�NTS T °'�Q_ C ;,. 1 6 d 11 1 7052-7 PRODUCF RSYa48D 2, carm9lj4:a WIN ub CfadSt pe�ypartmar:Laeu /3 n16aci eP�sdusPCluacr¢I Olv Lucas A. Tumor, P.E PE #68201 MachaNml 1 MAX. HEIGHT (SEE SHT, 3) OUTSIDE J� VERTICAL SECTION "X" CONFIG. SECTIONS TO 12 SCALE ADD REM 89 DASHED ALL 0 I • ------ -JL_u__-_ �I PLEASE SEE SEPARATE MIAMI-DADE COUNTY r- ��--- I NOA FOR CASEMENT FIXED WINDOW n II II II ll ' -ten I u iul Sul u l REFERENCE'OX" FRAME ASSEMBLY DETAIL, SHEET 9 OUTSIDE I n IL I MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) ro TECHNOLOOYDRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 aQzariu�d tca vrsrtu �:. caragry;�,.Q esti6 Qile I`TmQd� QftitcRi:•Z:.r;a res'Wcri•:r/(e Q•:I•wr:r ; a MW I.' t'&via i'u:xiusd 4'cxfr VERTICAL SECTION g�2/fig' "OX" CONFIG. VERTICAL SECTIONS ALUM. PROJECTED WINDOW, IMPACT Lucas A. Tumor, P.E. 9e'Ya1Y�J,! BW,: ar ". Rn CA•740 NTS % d 11 7052-7 PE hmiml C Mechanical 13 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) c 2 89 RE i 55 56 57 9947 47 48 49 9 MAX. WIDTH (SEE SHT. 3) Y184S:hA1CT P4:5�ltie/1 a eam�lp!ea cv77h alas E�txl3a HORIZONTAL SECTION THROUGH VENT 13 Rv N917L3' fiC Pmaittr.9 Q� D: n F.K tU25ro3 A REDRAW HORIZONTAL SECTIONS TO 1/2 SCALE HORIZONTAL SECTIONS 10707ECHNOLOGYDRIVE F.K 10119Po5 S ADD ITEM Se NOKOMIS, FL 34275 TMY' - ALUM. PROJECTED WINDOW, IMPACT D.O. 09/02A1B C DASHED ALL 'O'COMPONENTS P.O. BOX 1528 Lucas ATumer, P.E. pwm er pp� Deb: NOKOMlS, FL 34274 Visibly $ertCr sanrweet sm� a °n�0�' �' PE 066201 F.H. 0214103 CA-740 NTS 8 d 11 7052-7 (' Machanlal PLEASE SEE SEPARATE MIAMI-DADE COUNTY NOA FOR CASEMENT FIXED WINDOW __ " #12x1 PH TEK SMS 97 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN FRAME ASSEMBLY TUBE 96MAT'L:6063-T6 ^ ( � X' FRAME HEA1 C ( SASH FRAME TOP OR BOTTOM RAIL 9 �r �I SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063-TB © O I SASH FRAME _ SIDE RAIL I #8x1 QUAD PH SMS O (2) PER CORNER "OX" FRAME ASSEMBLY DETAIL O5 #8x1 QUAD PH SMS (2) PER CORNER MAIN FRAME ASSEMBLY DETAIL fl2W3 I A NO CHANGE THIS SHEET f wY a 5 B NO CHANGE THIS SHEET Lb: 9alm av: 09102/08 C REMOVED OR DASHED •[ D & SILL 10TECHNOLOGY DRIVE G NOKOMl9, FL 3427575 fur P.O. BOX 1529 ALUM. NOKOMIS, a 34274 Visibly Bar- ar<..uoer• caa4o .993" 289" .040" 94 INSTALLATION HOLE COVER MAT'L: 6063-T6 DWG# 7007 2.854" 062" NOM, i 1.159" �.•- 2.139" OSASH FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7003A 2.919" NOM. f--- 2.784" OFRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7002A & ASSEMBLY NTS 1 9 m 11 I 7052-7 PRODIILT RLYiEVA) an c"m�fy!"0 with M[:e Morld. req fiavEau De•e °_ V� 7n13 Peodas0 F1i� a v-r cv L=8 A Tumm, P.E. PE #58201 Mech8Nc81 1i 45 46 c7 47 L,7 48 49 FA FK 5116" LAMINATED GLASS (2 LITES 1/8" HS GLASS WITH AN A I NO CHANGE THIS SHEET B ADD EOUN. TO ITEM 40, SILICONEANDADD ITEM BB C REMOVE FIXED rC') PARTS FROM RO M 1070TECHNOLOGYDR NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 .706" i:t 1-- .172" .523" --1 ti .050" � .865" �� .8701, 050" .050" .865" 55 5/16" GLAZING BEAD 57 13/16" GLAZING BEAD 56 7/16" GLAZING BEAD MAIL: 6063-T6 MAT'L: 6063 T6 MAT'L: 6063-T6 DWG# 7036 DWG# 7047 DWG# 7042 09 .125" 1 TIJ 2.701" .062" 093", 96 CASEMENT FRAME ASSEMBLY TUBE MAT'L:6063-T6 DWG# 7004A G40„ 1.000" e<.a;:7u reads^s .423" 66 CASEMENT SCREEN FRAME MAT'L: 6063-T6°' a' w{ Y�'• Y • F DWG# 7006 uza440" 095" 89 CASEMENT BACKING PLATE MAT'L:6063-T6 DWG# 7071 PARTS LIST & EXTRUSIONS ALUM. PROJECTED WINDOW, IMPACT Y Bean ea"vwta.e 0 740 — NT$ sores 10 1 11 mw 7052-7 a..- 6 Lucas A. Tuner, P.E. Mech 207 Merhenlral 114 SEI 2x WOOD BUCK (SEE NOTE 3) SEE NOTE 4 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK I WOOD BUCK (SEE NOTE 3) - 1/4" MAX. SHIM -1 SEE NOTE 1-, (4".Fk,] r SEE NOTE 4 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM --{ r- SEE NOTE 1 ;;f y SEE NOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. J1 1!4" L MIN. OPERABLE UNIT FRAME TO CONCRETE NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE-FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE MIAMI-DADE COUNTY. ANCHORAGE _D AU "O"AN NO P.O.BFL 34275 I .. BOO X 1528 NOKOMIS, FL 34274 Visibly Better DETAILS C4.74o�NTS111 d 11�7052-7d 11�7052-7 2/08- Lucas A. Tumor. P.E. PE #58201 Mechaalral M IAM I-DADE LWEAMM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 3427 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Std. Wall -Aluminum Tube Clipped Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion', sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last 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 and renews NOA # 04-0528.04 and, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06-0125.06 0 Expiration Date: June 28, 2011 co 2q Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04/28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2902, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a I 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2903, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a 1 x 2 x 3/a" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc.; Test Report No. FTL-2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC-2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. Jaime D. G con, P.E. Chief, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 E-1 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04-0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04-0528.04, issued to PGT Industries for 1" x Std. Wall - Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. Jafme D. Gascon, E. Chief, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 E-2 Approval Date: July 20, 2006 ANCHORS DETAIL "B", ANCHORS DE7 "C" OR "D" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A �W MULLIONS i H M2 9 ANCHORS DETAIL "B", "1" no „n" AT 0OTH TTOMS EWI 2' W2 W = W 1 +W2 W 1� W2 W3 H= H 1 +H2 W= W 1 +W2+W3 (2) WINDOWS MULLED H = H1+H2 WfONE ABOVE MULTIPLE WINDOWS MULLED FOR DETERMINING MAX ALLOWABLE W/ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGE 5 DESIGN PRESSURE SEE TABLES Ml) MAX OPENING = H OR H1+H2 ON PAGE 5 MULL LENGTH = W OR W 1 +W2 M3) MAX OPENING = H OR H 1 +H2 142) MAX OPENING = W OR W 1 +W2 MULL LENGTH = W OR W 1 +W2+W3 MULL LENGTH = H 1 M4) MAX OPENING = W 1 +W2 OR W2+W3 tfffA-: MULL LENGTH = H1 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7) J. MULLIONS ARE APPROVED FOR IMPACT AND NON —IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL-2902, 2903 AND 2975. °C E MULLIONS W = W 1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO UNITS. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd RY: Dar : ReNsions: F. K. 5%30/O6 D-ADD NOTES 5 & 6 LION Fawucrwmgwim O •• �rr.tw n.re 2,220 5.OG atrr.. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION Rend W. F.K. Dat 5%106 Rens,ans: C-ADD TECH. REFS. o�•n fly. P.J.P. Date: 4128100 ADM-2000 ALUMINUM DESIGN MANUAL INDUSTRIES Description:�r I STANDARD WALL, ELEVATIONS 5. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIRE— MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY ab 1070 TECHNOLOGY DRIVErrte: NOKOMIS, FL J4275 ALUMINUM TUBE CLIPPED MULLION HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS � pp6. 7� TO THE STRUCTURE. Robert L. Clark, P.E. PE J39712 529 P.O. 80X 1J42 Seri --Model: Scale: Sheet: Drawing No. Rev: Structural NOKOMIS, FL 34274 MULLS NTS 1 °r 5 6220 D l i PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN - PGT Ix MULLION IBUCK 2" OR 4" 1112 FH SMS 1 " MULL= r STAGGERED ON PGT 1 x MULLION OPPOSITE SIDES -, MIN(SO AS NOT TO 2 . _ _ J INTERFERE WITH WOOD BUCK F-iEACH OTHER) REMOVED TO 2g(nP) 1 O pp ` SEE NOTE 3 CONCRETE 7 I 18(TYP) zo-7 / #12 SCREW, SEE NOTE 3 FOR 1 " MULL 4'� TYPICAL MULLION TO MULLION INSTALLATION. DETAIL 'A" SEE''_' . DIE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 TYPICAL MULLION TO STRUCTURE WITH NOTES: WOOD BUCK, DETAIL B" 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" TAPCONS OR 114" SS4 CRETE-FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 112". MIN. EMBEDMENT.TAPCONS 1. 114". CRETE-FLEX 1 314" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 114" TAPCONS OR 114" SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 112" J. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL -TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO -OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND ®PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL 1N CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. 5 f /I Robert L. Clark, P.E. PE #39712 Structural #12 FH SMS �2" OR 4"� STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH WOO1 BUCD 2 MIN.F'_ J E4CH OTHER) SEE NOTE 3 2s(TYP)1(Ty"P __ ��_ MASONRY ANCHOR SEE NOTES 1 & 3 •�.. SEE i � NOTE 1 ' ••' TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" �2 " OR 4 "� #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) 2 MIN. r- SEE NOTE 3 28(TYP)1 (TYP) I II r MASONRY ANCHOR, SEE NOTES 1 & 3 TROD*Wa kb dw Florms BWdh*Codea -01 SQ AcceptwNo 6aphidem OMAN TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revel By: Dat : Revisions: F K. 5%30/06 D-MODIFY NOTES 3 & 5 T evs Dote: Revisions: F.K. � 5/8/06 C-ADD EMBED. DETAILS Drawn By: Data: INDUSTRIES P.J.P. 4 28 OD Descrlptfan: I" STD. WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION 1070 TECHNOLOGY ORNE NOKOMI$ FL 34275 P.O. BOX 1529 Series/Abdeh Scale: Sheet: O�vwlnq No. Rev: NOKOMIS, FL 34274 MULLS NTS 2 01 5 6220 D 1 " MULL CLIP (CUP TO OPENING) EXTRUSION DWG // 1099 A/z 4MAX. 4MAX. F- LA-- ® TWO (2) ANCHOR LOCATIONS 14ti gMll © FOUR (4) ANCHOR LOCATIONS NOTES: CLIP LENGTH CHART 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR FOR Ix MULL PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY MULL SIZE A' OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON 1 x 2 x 1/8 1 11/16 SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE 1 x 4 x 1/8 3 11/16 REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. Robert L. Clark, P.E. PE 039712 Structural �231 O 1 " MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG 111099 A/2 + gMIN.-JLA-J O ONE (1) ANCHOR LOCATION 8MIN. TYP. (3)EQ. SP. (A-314)/ + p + 3MIN.J ---A----J O THREE (3) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS FRWULT RENEWED raoepl Ws-i h roe F%rW ono J2 • b Cuba" vmkLkLz2-j—L? o� F.K. 15130106 D-NO CHG THIS SHT Ftfr ew : F.K. Dat : 5%8/06 ReEVIa: C-REVISE SPACING INDUSTRIES Drawn by., P.J.P. I Date: 4128100 Deacriptlon: " 1 STD. WALL, ANCHOR LOCATIONS tD70 NOKOMS OR. 34275LOGY E Title: ALUMINUM TUBE CLIPPED MULLION P.O. BOX 1529 NOKOMIS, FL J4274 Se^ee/Modal: MULLS —&—/T. NTS I Sheet: I 3 or 5 Growing No. 6220 NOTE: 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Ix STD. WALL MULLS MAT'L: 6063—T6 RODUCF RENEW" 0fM0PW g r kh do F1erlpt ElLmincodle No OUr1t. ' TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rend ey: Dat : Revisions: F.K. 1%9/O6 B—NO CHG. THIS SHT. / Revs Daf : Revisions: F. 5%6/06 C—NO CHG THIS SHT Drown By: Dote: INDUSTRIES P•J•. 4128100 Description: cb 1 " STD. WALL, MULLION PROFILES 5 1070 TECHNOLOGY NOKOMIS, FL 34275 Title: ALUMINUM TUBE CLIPPED MULLION 75 Robert L. Clark, P.E. P.O. BOX 1529 Seriss/FfodeL Scale: I Sheet: Drawing No. PE #39712 NOKOMIS, FL 34274 MULLS � X 4 °T 5 6220 Structural 9 4 1 CHART 1.-1x2x.125 CITY. & TYP. -, ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130. 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B CLIP TO MULL (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B to 42 129 115 107 104 103 103 103 103 103 103 w v z 48 50.625 83 73 67 63 61 61 61 61 61 61 70 61 55 52 50 49 49 49 49 49 z = Z63 w 54 60 66 57 49 44 41 39 38 38 38 38 38 41 35 31 29 27 26 25 25 25 25 35 30 27 24 23 22 21. 20 20 20 30 26 1 23 1 21 19 18 18 17 17 17 1 J 72 76 23 20 17 16 - - - - - - 20 17 15 - -121 - - - - - 78 18 15 - - - - - - - CHART 2.-1x4x.125 CITY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B w v z 48 50.625 54 60 63 170 170 1 170 170 1 170 170 1 170 1 170 170 1 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 162 158 157 157 157 157 170 170 157 143 134 127 124 122 122 122 170 160 141 128 119 112 108 106 106 106 z = 66 72 170 145 127 115 106 100 96 93 92 92 142 120 1 105 95 87 1 81 1 77 74 1 72 71 0 z w -� J -t 76 78 84 90 120 102 90 81 74 69 65 63 61 59 111 94 83 74 68 63 60 57 55 53 88 75 65 59 53 49 46 44 42 40 72 60 53 1 47 43 39 37 35 33 31 2 96 108 111 1" 59 50 43 38 35 32 30 28 27 24 41 35 30 27 24 22 20 19 18 16 38 32 28 24 22 20 19 17 16 - 17 - - - - - - - - - Vertical Mull Mull Length Opening_ Width =' Multiple Mulled Units i� Horizontal Mull Mull Length Opening Width IL Mull Opening �Length� Width NOTES: raouucraENEW&D ticowr" Wkb tMlktfM 1. MAXIMUM ALLOWABLE PRESSURE IN PSF, N. 6Ya 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. §Mdm 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 114" SS4 CRETE—FLEX, EMBED. (1 314) B. # 12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET J. TO BE USED ONLY WITHg� PGT INDUSTRIES PRODUCTS Rew1F.K. 5�30/O6 D-NOnCHG THIS SHT T evsd : Do Revisions: F.K. 5>8/04 C—MARKED CHANGES Drawn 6y: Dale: `r- INDUSTRIES P.J.P. 4 28 00 Description: 06 1" STD. WALL, PRESSURE CHARTS i & 2 riff.. ID70 TECHNOLOGY NOKOMS, FLJ42 5� ALUMINUM TUBE CLIPPED MULLION Robert L. Clark, P.E. P.O. BOX 1529 Series/Model: Scope: 56eel: Omriny No. Rev: PE #39712 NOKOMIS, FL 34274 MULLS NTS 5 °I 5 6220 D Structural Wijand Residence MIAMI-DARE 1549 Sweet Bay Circle Palm City, FL 34990 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buldinucodeonline.com 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH-700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05.1018.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. M IN NOA No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/l/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03106, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 724d - OL4 Manuel Per , PIE. Z_ Product Control ExhmWer NOA No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted underprevious NOA #05-1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted underprevious NOA #05-1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted underprevious NOA #05-1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted underprevious NOA #05-1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P� (Submitted underprevious NOA #05-1018.01) 1 L Product Control E a er NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4646, dated 08111/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05-1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. anuel P.E. Product Contr 1 Exa er NOA No. - 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E-3 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5116" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/10- HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13116' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16"LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTI-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 1124106 D LL3 DRIVE GENERAL NWOMIS, OKOMISFL 36276 me P.D.9DRIsn ALUM. SIA NOKOM19, FL34274 Vurbly Better I— XE HUNG WINDOW, IMPACT arr e,.e o.rcra NTS 1 d 11 4040-20 NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 GLAZING DETAILS ............ 2 DESIGN PRESSURES....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 PRODUCT REVISED n.n Plyip rNY III. Piarid, Aidias Code Pt+.e4P-d- ".bed M.81 or 8: (86,87,88 or 1/2" NOM. GLASS BITE O W. BITE ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 311 6"WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR (ALL SECTIONS) 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS 5l16" NOM. 7116" LAMINATED 5/16" LAMINATED GLASS 7116" LAMINATED GLASS GLASS BITE S —Ii � I I V I I IJ GILASS B TE PRODUCT RLVMV r compblK wqY 1!e �W 89,90 or 91 vowksCO& _ Ateeptanec Ne. . 0 6 6.q'alloo M1e .20// 70 Rr ae AnnDiv a 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR, HEAT STRENGTHENED GLASS HF.090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 7/16" LAMINATED AIR SPACE AIR SPACE 118" ANNEALED OR HEAT STRENGTHENED GLASS® 1/8" HEAT STRENGTHENED GLASS 13/18' NOM. 13l16" M. 13/16" LAMI IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/ 7/ 7/16" LAMI yw,mr 107OOHNOLOGYDRNE GLAZING DETAILS B ADD REM 92 TO 6HB LAM! I.O. GLASS AAA 8 LAMI IG NOTE NOKOMIS. FL 3t276 .ALUM. SINGLE HUNG WINDOW, IMPACT swwr A NO CHANGE THIS SHEET P.O. BOX 1629 Robert L. Clerk, P.E. ,.ftdpp. NOKOMIS, FL 34274 Virfbly Better eiYiw'� t"�` s.e �""'e"' "'" PE #39712 J.J. 2/ W7 SH7W Full 2 a 11 41M0-20 B structural 1H FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH GLASS TYPE 63" 66" 68" 48" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -8( 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -8( 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -8( 631/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -71 UP TO 53 118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 .8( TABLE 1 W HEIGHT 70" 1 72" 74" 76" STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ,& BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 505181, 63" 72" 74" TABLE 2. 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 .70.0 50" A.B.M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 531/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 55.5 UP TO 631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS TYPE 1 17 118" 1 2211/16" 1 28 3116" 1 33 3/4" 1 39 5/16" 44 13/16" 1 50 3/8" 1 55 16/16' 53118" D,E,F,J,K,L 1 +80.01 -80.0 +80.0 -80.0 1 +80.0 -80.0 1 +80.0 -80.0 +70.01 -70.0 1 +70.0 -70.0 1 +70.0 -70.0 1 +70.0 -7( GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A,.090,1/8"A) B. 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL4647, 4648, 4723, 4957 FTL4647, 4648 C. 5/16" LAMI - (1/8"H3,.090,1/8"HS) FTL4647, 4648 D. 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL4645, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) F. 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL4645 FTL4645 G. 13116' LAMI IG-1/8"HS, AIR SPACE, 5/16" LAMI-(118"A,.090,1/8"A) - FTL-4646, 4723 H. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL4646 I. 13/16" LAMI IG-1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8"HS) _ FTL-4646 J. 13/16" LAMI IG-1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL4649, 4650 _ K. 13/16" LAMI IG-1/8"HS, AIR SPACE, 7/16" LAM[ - (3/16^A,.090, 3/16"HS) FTL4649, 4650. 4958 L. 13/16" LAMI IG-1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL4649, 4650 M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A) FTL5063 ^o^ MEETING RAIL HT. H HT, MEETING RAIL SA1SH -L iL .0. MINUS - SASH HT. MEETING RAIL HT. IyH 1 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING I'FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM.® w,war Brr: ra.rWa�r TE D.rc 1DTD TECHNOLocY tMIVE DESIGN PRESSURES F.IC 11/1" B REV/SED CUSTOM FORMATDPS ADD [MT. FIN. UPDATE TESTNOS NOKOMIS.FL3427S ' F.K 124/06 A AOD FTL4723 TO GLASS 71PESAANO G. P.O. BOX 1628 ALUM. SINGLE HUNG WINDOW, IMPACT a-ar. 0r - awdder. Dt NOKOMIS.FL34274 VlslblyBener a+�rea,e °o�" - *Tarr' FJC 9/1/05 J.J. 2/Y3/07 SH700 NTS 3 a 11 4040-20 PRODUCT REVDIPD r cnr•pbrY{ wRY IN PY1ii ,emu � w .06 > ai - , 2.011 haeod Dht .Robert L Gark, P.E. PE 039712 Structural F SEE DLO TABLE SEE DLO TABLE (MAX.) I L 49 5/8" MAX. FIXED DLO (ALL) O j X j w uo mr�n. ry jN�mu mu n 521/8" MAX. I.F. WIDTH D+� 75" MAX. I I.F. A p �I HEI HT SEE DLO ® TABLE 76" MAX. FLANGED HEI HT T 38 /16" }I MAX. SEE DLO SASH TABLE HEIGHT 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 O j SEE DLO TABLE I X B 75' MAX. I.F. HEI 3HT ZL 76" MAX. FLANGED HEIGHT 20" SASH HEIGHT B --' DETAIL D VIEW (CUSTOM SASH) SEE T O j X j 75' MAX. A I.F. HEI HT ZL MAX. FLANGED HEI HT —IS E NO E 4 DETAIL B VIEW (STANDARD SASH) E+, 75" MAX. I.F. E —j HEIGHT 0 ZL 76" MAX. FLANGED HEIGHT X j SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT. AL O C/ SEE DLO X j TABLE VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL I HIGH SILL A 34 1/2" 34 3/16" B 415/8" 411/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11116" E 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7116" 27 1/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. 1070 TECHNOLOGY DRIVE LE EVATIONS CHG. NOTE 3. ADD NOTE4. NOKOMIS. FL 34276 *se P.O. BOx 1529 ALUM. SINGLE HUNG W) NOKOMIS. FL 34274 Vuibly Better B1 �i°�' e'er � sH7DD I NTS 4 d 11 IMPACT 4040.20 75" MAX. I.F. HEI 3HT IL MAX. FLANGED HEIGHT SEE NO E4 PRl4DUCT REVIlsm a morg4ef MRY as �Yefi smin Cade na a 200 o hadad Robert L. Clerk. P.E. PE #39712 Structural F-- MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT 11/13W INSIDE 1$ "";,- 7,80R1 \':�j V—J SECTION B-B LOW SILL SHOWN v (LOW SILL) SEE NOTE ABOVE n12 ULTRALIFT ONLY NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE r—I I MAX. VENT DAYLIGHT OPENING t W EE 11 E NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT f OUTSIDE �-—MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS® INSIDE 47 50 2.46 HIGH I SI 2. 30 LOW SI).L 48 � HIGH SILL LOW SILL HEAD JAMB OUTSIDE 68 f�2,11710'7 ®I.F. FRAMEI OUTSIDE I (HIGH SILL) 54 ) 12 ULTRALIFT ONLY ALTERNATE HIGH SILL 0 7ECGY ORIVE SECTIOI NOKOMW. FLMIS, FL 342'75 1- SECTION C-C RADIUS TOP DETAIL - FLANGED VE P.O. Box 152B ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMI3, FL 31T74 Visibly Better SH?w Half 1 5 s 11 2. 6w 404&20 PRODUCT REV13FD r cmPbief wily Hs FWiie Bwldiq Cade Attegante Na ntbn Dtle 2011 aY Dndc ►tedet AO Robert L. Oak P.E. PE 039712 Structure] ITEM DWG.# DESCRIPTION PGf# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 QUAD PN. SMS 781 POA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS)1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 5/8", OR 11 /16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 #8 X.750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 108511086 SASH TOP GUIDE 42504 15 #8 X 1 PHILLIPS FLATHEAD S. STL 78X1 FPAX 16 1080-1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X 12" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAN SETTING BLOCK 3/32" X 25/64" X 1" 71622K 36 1052 LAM IGSETTING BLOCK 1"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ. BEAD 13ULB(THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 64039E 42 4044B GLAZING BEAD, 5/16 LAMI W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAMI W/GRILL KIT 6985 46 4067 GLAZING BEAD.13116" LAM] I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 ISCREEN CORNER KEY WIRINGS 71630 57 1631 ISCREEN CORNER KEY W/OUT RINGS 71631 58 1073 ISCREEN SPRING 7CASP 59 1624 ISCREEN SPLINE -.135 DIA FOAM 61624K CHANGE THIS NOKOWS, FL 34275 P.O. BOX Ian NOKOMIS. FL 34274 R ITEM DWG# DESCRIPTION PGi# 60 1635 SCREEN SPLINE -.135 DIA HARD 61636K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE,1/16 X 12 - 7/16 LAM] 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64061 69 4050A I FLANGE FRAME SILL (HIGH SILL) 64050 70 ISILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS, 5/16" LAM], (10A,.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAMI, (1/B"A.090 PVB,1/6"1-iS) 82 C. GLASS, 5/16" LAMI, (1/8"HS,.090 PVB,1/B'M) 83 D. GLASS, 7/16" LAMI, (1/8"A.090 PVB,1/B"A) 84 E. GLASS, 7/16" LAM], (1/8"A.090 PVB,1/8"HS) 85 F. GLASS, 7/16" LAMI, (1/8"HS,.090 PV9,1/8"HS) 86 G. GLASS,13/16" LAN IG;1/8"HS, AIR SPACE, 5/16" LAN, (1B"A.090 PVB,1/8"A) 87 H. GLASS.13/16" LAMI IG;1 /8"HS, AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8"HS) 88 I. GLASS,13116" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 89 J. GLASS,13/16" LAN 1G;1 /8"HS, AIR SPACE, 7116" LAN. (3/16"A.090 PVB,3/16"A) 90 K. GLASS. 13/16"LAMI IG;1/8"HS, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3/16"HS) 91 L. GLASS,13116" LAM] IG;1/8"HS, AIR SPACE, 7116" LAMI, (3/16"HS,.090 PV3,3/16"HS) 92 M. GLASS,13/16" LAMI IG;1/8"A AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"A) 2.784 1.130 .OB 47 FRAME, I.F. HEAD ® #4071A,6063-T6 ® 48 FRAME, I.F. LOW SILL #4072A,6063-T6 2.374 cT2.1 1 062 NOM THICKNESS 50 FRAME, I.F. JAMB OFRAME, I.F. HIGH SILL ® #4074B, 6063-T6 ® 49 #4073A 6063-T6 (USED AS RADIUS TOP HEAD) PARTS LIST -�- ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better SH7 ° °ie- srlmo NTS 6 d 11 4040-20 PRODUCTREVIM r rompbug.m Me narlle R.Wo¢Code AMPmae NO _ 2.06 ntlw D■h 2611 Dr Minn UedcprodaetCea D o Robert L. Clark P.E. PE #30712 StrucWral ., T I--2."'I 1.36� .062 O FLANGE FRAME HEAD #4002A,6D63-T6 062- 2 830 2.330 1 749 O FLANGE FRAME SILL (LOW) 94003C,6063-T6 2.710 1 �-1.513--{ 738 .062 .062 .490 ,040 �1.451� � J� O SASH STOP SASH (STOP COVER FLANGE FRAME JAMB 7 #4026, 6063-TS 17 #4053, 6063-T5 6 #4004, 6063-TS (USED AS RADIUS TOP HEAD) 1y.342 .062 ?�W 155 21 FIXED MEETING RAIL #4054A,6063HD-T6® 3.446 1-2.784—►� 69 FLANGE FRAME SILL (HIGH) #4050A,6063-T6 r-2.279 U 1.77 .062 23 SASH TOP RAIL #4006C,6063HS-T6 T24f06 �2.326----i T 1.979 E 28 SASH BOTTOM RAIL(LOW) #4007,6063-T5 2.638 68 SASH BOTTOM RAIL (HIGH) #4051 A, 6063-T5 'O TECNNOLOGV DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34214 ® I.F. FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 ^ n \ p ! I.F. FRAMEQ 6 or 50 WELD 6 Or 50 ALONG SCREW SEALANT OR GASKET BOSS (2) AT HEAD AND SILL VIEW D-D VIEW E-E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 6�—�78 I - 1.165 I+ --r� 1.096 1 T .062 1.349 GLAZING BEAD, 5/16" 41 #4039B,6063-T5 31 SASH SIDE RAIL #4008,6063-T5 050 II t IP —,678 1.096 44SS LLL��-{ -----I T 44 GLAZING BEAD 7/16" #4222, 6063-T5 i 678 1.115 -1 45 GLAZING BEAD, 7/16" #985C,6063-T5 (USED W/ GRILL KIT) I .050-- 1.096 1 { 42 GLAZING BEAD, 5/16" #40448,6063-T5 (USED W/ GRILL KIT) 61 050 —i 1 1.097 46 GLAZING BEAD, 13/16" IG #4067,6063-T5 CORNER DETAIL 1LUM. SINGLE HUNG WINDOW, IMPACT rra,e sair o.rvra .WW Half 1 7 all 4040-20 PRODUCT REVI.SFD u eomplyf.2 wltb the F11N Buldlog Code Aeaptana lYo Ee redo. Date ,tall By Rtb, a Pnd.R (v� R Robert L. Clerk, P.E. PE #39712 Sbuclural ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 1 46.603 1 52.603 1 58.603 64.603 1 76.000 ANCHOR TYPE: p U Z U Z cn p U Z U Z a� p U Z U Z cn p U Z U Z co p U Z U Z c7 p U Z U Z M p U Z U Z c� p U Z U Z WINDOW GLASS riONO-ON�NO^ONpN0 004 O^ON�NO�O�i�N0 ON0NO-ON0NO-O WIDTH TYPE ?� U U U U U U 3 U U U U U U U U U U C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 1,211 1 1 1,21.1 112221�22.22'22222222:2222.2222222222223223;3 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.2 1;1 1 1 1'2 1 1,1 2 2.2 1 2 2 2 2 2 2,2 2 2 2 2 2 2 2 2 2 2 2 2 2,2 2 2,2 2,2 212 3 2 2,3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 2,1 1 1 2 1.2 1,2 1 2.2 2.1 2.2 2 2 2 2 2 2 2.2 2.2 2 2;2.2 3 2;2 2 2 2!3 2 2 2 3 3 3 22 3 3 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 12 1 2 1 2 1 2 2 2 1.2 2 2 2.2 2 2 2 2 2 21212 2 2 2 3 22 22 2,3 2 2 23 3 3 2 2 3.3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,I,J,K,L 1,2 1:2 2 2 2;3 1 2 2.2 2 3 1 2 2 3 2 3 2 2 2.3 2 3 2 2 2:3 3 3 2 2 3 3.3 4 3 2.3 3 3 4 3 3 4'4 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1`2 1 2 2,2 2 3 tit 2.2 2 3 1 2 2 3123 2 2 2 3 213 2 2 2;3 3 3 2.2 3 3 3.4 3 2 3 3 3 4 3 3 44 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 2;2 1 2 2 2 2 3 1 2123 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2;3 3 4 2 3 3,3 3 4 3 3 3 4 3 5 3 3 4 4 ABM 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2.2 2.3 2 3 2 2 2 3 2 3 2,3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 b 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1 2 2 2 2 3 2 2 - 3 2 3 2,2 2.3 2 3 2 3 2 3 2 4 2 3 3,3 3 4 2. 3 3 4 3 5 3 313 4 4 5 3 3 4 4 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2.2 2 2 2 2 2 2 2 2 2 2 2 1'2 2 2 2 3 2.2 2 3 2.3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3;3 3.4 2 3 314 3 5 3 3 3 4 4 5 3,3 4.4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2 2 2 2 2'2 2 3 2 2 2 3 2 3 2 2 3'3 2 4 2 3 3 3 3'4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2,2 2 3 22 2 3 2 3 2.2 3 3 2 4 2 3.3 3 3 4 2 3 3 3 3 4 2 3 3 4 3.5 3:3 3 4 4 5 3 4 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 2 2 3 2 2 2.3 3 4 2'3 3 3 3 4 2 3 3 4 3 4 2 3 3 413 5 3i3 3 4 3 5 3 3 4j5 4 6 3 4 5,5 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 '3 2 2 2 3 3.4 2;3 3 3 3 4 2 3 3 4 3 4 23 3 4 3;5 3:'3 3 4 3 5 3 3 4`5 4.6 3,4 55 PSF 729 12J2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L 2 2 2 2 2 i 3 3 4 2. 3 3 4 3 4 2 3 3. 4 3 4 3' 3 3 4 3 5 3 3 4 4 4 6 3 j 4 4 5 4 6 3. 4 5 6 3 ABM 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 2 2 3 2;2 2,3 3.4 2 3 3:4 3 4 2.3 3 4 3 4 3.3 3.4 3 5 3 314 4 4;5 3 3 4.5 4 4 5 1111306 1606 NO OBOX FL 34276 r ` �, P..O.. BQX IBM;� NOKOMM FL 34274 1/, ibly Bcrt�r ANCHORAGE ALUM. SINGLE HUNG SH700 I NTS 1 8 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. As 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TARI G ICRV- MAX. PSF (DP LIMITED) 118 PRUOUCTREY15E0 HEAD 2 Hi tl cam IN nwli �' JAMB ABOVE 2 3 eelaw,e ft«P1gw .06 MTG. RAIL E inam D.ce �20!/ JAMB BELOW a�1u t>saerra4:a MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 2 3 MTG. RAIL J JAMB BELOW MTG. RAIL ANDOWS �7 IW, IMPACT Rabe t L. Clerk, P.E. .Vw" PE #39712 4040-20 9 Sm,auml i 7 ' ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYPE. o �O ' U z NO�Oci U U z U o 0 U z NOON U Zcn0 o U z NO. U Zr10 -On o ONO�ONONO' U z U Zcn0 o U z U Zt�O ON o U z NO�ONONO U Zr10 0 U z U ZOO -ONONO�O 0 U z U Z WINDOW GLASS WIDTH TYPE U U U U U U U U U U 3 U U U U C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 1 1 1.1 1 1 2221 222:221 222222222'2222.22222223-2223i2322232 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111. 1 2 2 2 1 2 2 2 2 2:1 2 2 2 2 2.2 2:2 2 2 2 2 2.2 2 2 2:2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2122 3 2 3 2 212213 2 2 3 2 2`2 3 2 3 2 2 2 3 2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 211 112 2 2.2 2,2 2 2 2 2 2 2 2 2.2 2 2 2 3'2 3 2 2 2132 3 2 2 2 3 2 3:2 2 213 2 PSF 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 1 1 11 1 `1 2 2 2 2 2; 2 2. 3 2. 2 2,213 3 2 2 3: 3 3, 3 3; 2 3 3 3, 3 2 2 3 3 4 3 3 2 4; 3 4 3 3 2 4 3 ABM 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1�1 1 1 1j1 2 2 2 2 2�2 2:3 2 2 2.2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4.3 3 2 4 3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37,000 H,I,J,K,L 1 1 1 1 2r 2 2 2 2 2 2 3 2 212 3 3' 3 2 2 3 3 3 3.3 3 4 313 3 3 2 3,3 4 3113 2 4 3 4 4 3.214.31 ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 2 2 1 2 2 1 2 1�1 1 1 1�1 212 2 2 2 2 2 312 212 3 3 3 2 2.3 3 33 3 3 4.3 3 3131213 3 4 3,3 2 4 3 4,4 312 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1 1 iji'j 1 Y y 2 2 2.2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4133153 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1�1 1 1 1 ji 212 2 2 2.2 2.3 2 2 3 313 3 2 2 3-3 4 3 3:3 4 3 3;3 3 3 4.3 4 4 3 3 4:3 4 413 315 3 PSF 49 79 56 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 1 1 1 i 1 1 1 2 2 2 2 3 3 2'2 3 33 4 2, 3 3.3 4 4 3 3 4 34.43 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4ABM 2 2 2 2 2 di-i 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 1 1 1 2 2 2 2 33 2 2 3 3 3 4 2.3 3:3 4.43 3 434 433 4 3 4.4 3'3 4 3 4 4 3 3 5.4 PSF 45 74 51 74 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48,00p H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2. 2 3 3 3.4 3. 3 3-: 3 4, 4 3 3 4; 4 4 4 3 3 4 4 4.4 4 3 5 4 4.4 4 3 5, 4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 1 1 1 1 1 1 2 2 2-2 2 2 3 3 2i2 3 3 3 4 3 3 3 3 4 4 3:3 4 4 4 4 3i3 4 4 4E4 4 3 5�4 4 4 4 3 5�4 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125 H.I,J,K,L 1. 1 '1 1 1 1 2T2 2: 2 _3 3J3 3 33 3 4 4 3 3 4 4 4 4 3,3 4:44,43,34 4 554 3 54 5 5 4 3 5 4ABM 22 2 2 2 d22 3 2 2 3 2 3 3 2 3 3 2 2 3 233 232 2 313 3:3 3i3 4 4 3:3 4: 4;4 3 3 4 4 4.4 3:3 414 5.4 4 3 5:4 5 4 4'3 5 4 11113W B A56OPMIUCWHEREANCHOR07YISRESTRICMDBYS¢E NOKOMIS, FL 31T75 I� , - 1/14/GB A NO CHANGE7HIS SHEET P.O. BOX 16Y9 ALUM. SINGLE HUNG Wi k C.ma o.le NOKOMIS, R.3W4 V1n'bly Better rr,>.xm a earc are 7129 77 2/ M7 SHM NTS 9 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE-FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ® RE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (Ur LIM]I tU) 77/ PRODUCT REYIBP.D HEAD 3 r for pv g wkb r' h'Yi JAMB ABOVE 3 3 B.Im.gcw. e pui ee - A MTG. RAIL 'ZA/l JAMB BELOW B Mil. fnlm! MTG. RAIL .9 HEAD 2 JAMB ABOVE 2 2 MTG. RAIL JAMB BELOW MTG. RAIL JDARD VIEW G% IW, IMPACT �RobJL. Clark, P.E. �'' PE 439712 4040-20 B Structural e v ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 17.125 22.668 1 28.211 33.754 39.296 44.839 50.382 55.925 ANCHOR TYPE: 0 -10 NONO R 0 0 0 ONONO 0 o 0 ONON0 0 0 0 0 U 0c,iO`�0' U o 0 0 0NO`�O�OciONO�0c 0 o 0 0 0 0 0 0 0 U 0 0`�O�ONONO�O 0 0 U 0 00 0 0 WINDOW WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 . 4 . 5 1 3 1 5 PSFI 79 37,000 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 34 2 1 34 2 2 4 1 4 2 5 2 5 1 4 2 5 2 PSF 79 79 79 79 40.000 D,E,F,J, K,L 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 6 1 2 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, K,L 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 4 2 4 2 3 2 5 2 4 2 3 1 2 5 2 5 2 4 2 5 2 5 2 4 2 6 2 3 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, K,L 2 2 2 2 2 2 2 2 3 2 3 3 4 2 4 2 4 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 6 3 6 2 5 2 6 1 1 2 2 2 3 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, K,L 2 -�- 2 2 2 2 .._Z"y-3'- 2 3 2 3 2 3 3 4 2 4 3 -4 3 5 2 4 3 5 3 6 2 5 3 3 6 2 5 3 7 3 6 2 5 3 7 �``�-y 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. 0 V 0 �i N Z O o 0 Z O 0 �'i O N Q ri 0 N Z O 0 0 Z 0 0 0 O N 9 3 N Z 0 0 0 - Z 0 0 li 0 N Q $ o N Z O 0 0 Z 0 0 0 M O N p 5 0 N Z 0 0 Z O 0 o M O cli Q 5 N 2 0 U Z 0 0 0 �? O N 4 5 0 N Z O 0 0 Z O 0 0 �? O N Q 5 0 N Z 0 001 0 Z O WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 44.000 68 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.000 69 72 79 2 1 2 2 2 2 2 3 2 3 4 1 3 3 4 3 1 4 4 3 4 5 3 4 5 3 4 53.125 73 58 66 72 2 2 2 2 2 2 3 3 3 4 1 3 4 4 3 4 5 3 4 5 3 5 5 3 5 CHANGE '9TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX /529 NOKOMIS, FL 3W4 ALUM. SINGLE ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD - 18 1/2" MAX. FROM CORNERS JAMBS -17 112" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6' MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8- MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL FULL DIP) HEAD 2 JAMB ABOVE 4 PRODUCT REVLWa MTG. RAIL ��b wlk Aaspta�a lb .bL E .-0" �2011 ® TABLE 8. KEY: 51 a.7 r<r.aaa MAX PSF Dn1- a5 (DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL FULL L- W JAMB BELOW 2 MTG. RAIL 3" CUSTOM VIEW ' o/ OW, IMPACT Ro R L. ae h, P.E. PE N39712 B Snuctuml WIND VtrtbJy Bever I SH700 I NTS 110 all ao4azo v 1 1/4" 1/4" MAX. SHIM MIN. EXTERIOR INTERIOR As ALL HEAD AND SILL DETAI CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTEJ4)� 13/8'MIN.,1/4'TAPCON.1.3/4" MIN., 1/4" CRETE-FLEX OPTIONAL 1xWOODBUCK (SEE NOTE 4) 1/4" MAX. SHIM ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4'. WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 2 & 3)® 1/4" SS4 CRETE-FLEX. DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE ,gym"® 114" MAX. ; CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1 3/8" INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' MIN ® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 31 IUCK (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. LJ1Wllu 114" MAX. SHIM DETAIL F, (HEAD) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR 15 MAX. SHIM 114" WOOD FRAME MAX. Eappucrpky=D FRAME a rSHIM ramoomwW rem BhHIn Code Aaeptan fb .131"DIA. MIN. T EtWntio� Umtc �I x 21/2' NAIL, AT CORNERS AND 5' O.C. 1l 1 WOOD FRAME a�f2ade ►tedael .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE ANCHORAGE NOKOMIS, FL 34275--- P.O. BOX 1529 1 ALUM. SINGLE HUNG WI NOKOMIS, FL 34V4 V1rfb& Betrn �b0� ev1s �"t sHmo NTS 11 d 11 IMPACT /� Robe L. Clerk, P.E. °i PE #39712 4040-20 B Stru6uml Iwo-6afl BNT Revision Revision:Date: Window & Door NN ij n d � e S 1 Cf e n C e Replacement SCALE: Services 1 549 NW Sweet Bay Circle Date: 3/32" = 1' Coral Springs, FL January 15, 2010 SHEET: (954)233-0126 P a I rin C 1 ty , F L 34 9 9 0 DrawnBy: Carmen Damiani Approved BY: Chris Austin A-1