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187 NE 100 StIssue Date: 1/17/2007 Owner's Name: FREDERICK JOHN WILLIS Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 187 100 Street NE Contractor(s) Phone Primary Contractor SYKES ACE HARDWARE / LP INDU 305 - 754 -2556 Yes Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 07/16/2007 Type of Work: IMPACT WINDOWS Additional Info: No of Openings: 5 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Permit Status: APPROVED Permit Number: WS - 1 - - Phone: Parcel #: 1132060132071 Block: Lot: Section: PB: Total Square Feet: Total Valuation: Re•uired Ins•ections Window Door Attachment Shutter Attachment Final Shutters Final 58 $ 3,000.00 Fees Due Amount CCF $1.80 Education Surcharge $0.60 Permit Fee $150.00 Scanning Fee $12.00 Technology Fee $3.75 Total: $168.15 Invoice Number Amt Due WS - 1 - 07 - 27221 $168.15 Total: 11M 25 05 Amt Paid NOTICE: In .addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. REPLACE IMPACT WINDOWS aaa 2 8 age '',/ Passed - 1 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: INSP- 37249 Permit Number: WS- 1 -07 -71 Inspection Date: 02/27/2007 Inspector: Grande, Claudio Owner: WILLIS, FREDERICK JOHN Job Address: 187 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SYKES ACE HARDWARE 1 LP INDUSTRIES, INC Building Department Comments Monday, February 26, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060132071 Lot: Phone: 305 - 754 -2556 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2004 Owner's Address / i City ,1//r7 / SHof? Tenant/Lessee Name Permit Type (circle) Building' Electrical Job Address (where the work is being done) / ' Y4 /dG S - City Miami Shores Village FOLIO / PARCEL # Contractor's Address Qualifier Name State Is Building Historically Designated YES City / / State P L /1OK T t_5//6 /2 State Certificate or Registration No. g a — 0 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ �--' 40 y'.a vii.' - l' n• 7pl:us q eV /0� S7- County 3 26 -O /3 - 26 '7 Submittal Fee $ Permit Fee $ Miami Shores Village 7�b1 • Building TO artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MCMEWM JAN 1 6 2007 B Y: NO 2C zee/ n./t 79 /2 ( T Type of Work: ['Addition ❑Alteration Descri / 6I r Y :„ Ac ({. nitiOtp.)Z,yi . %`�. . * * * * * * * * * * * * * * * * * * * * ** * ** * * * * * * * * ** *F * ** Notary $ Training/Education Fee $ Scanning $ ( 2 - Radon $ Bond $ Code Enforcement $ [New /ST coo DPBR $ Zip aster Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) f / Cf<- 14/14- L S Phone. # gal". 716 • J 3 3 5 Phone # Miami -Dade Zip Contractor's Company Name 3ykCs KJE f //7/e4 e/t/' #'t Phone # J _ 2 i Certificate of Competency No. %&,S'00 3(L / Zip 33/3 /2 Phone # Phone # Square / Linear Footage Of Work: Z,fA �/ Gu //t/Dcgz r Permit No. W,�- j - 1 I .3'r ' Repair/Replace Double Fee $ CO /CC CCF$I ['Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Technology Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ 1 X08 . 1 S See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State . Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR.CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature NOTARY PUBLIC: (Revised 02/08/06) Sign: Print: ' VJ My Commission Expire * * * * * * * * * * * * * * * * * * ** Signature • ""y P DEBORA FEUGILL r ° ��1 ' 1 Nota *it ®kWpAda Commission # pp 3A116 , '•a• "� " Bonded By National Notary 7200 Assn. APPLICATION APPROVED Owner or Agent f Contractor The foregoing instrument was acknowledged before me this 4 The foregoing instrument was acknowledged before me this day of 411■ , 20 07 , day of , 20 , by wh� pers to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: • DEBORA FEUGILL .•., 19 ** 1t, * c *Florid v Commission Evires Apt a. Commission # DD307676 o "ss Bonded By National Notary Assn. Sign: Print: My Com * * * * * * * * * * * * * * * * ** Engineer Zoning * ** r Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: /F? A/6 /ODST Permit No. 1 -1/ Mullion Required Impact Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF / S /,V C /ate ac— /D ir. el / 6V — Sv — 7 - - 6o •0 07 X3e PS NO VE S Ye r .. z s,f/a- LE" / G r.-ko /cf • a/ to 1- 7) S� - 60. J ) 'u f P'( ,4/Q • "S YE S - .3 s /, 44 f O.�.o / 6- � �- - - 60.6. - 57 ,1� -- a -6� ,c� - ye 5 yqS ,yc y� C ,o/cr vwg1pc1 b- . - / /as , 0 / 70 - O .1 - 60 . 6 . ,3 7_ Xs - 6 -r ,/U y / - 5 - ,5 , as - is /f -o / 4 (I -10 0 - i-- 6d •6 -X.s d , 424 - /-tv ,j77 y e - s 4 M'iLL13A-/e5 o - 0(2--e a .2/i/X 7C -37 • 7 //IGt;[.L - ItS 06 -0(2 o b 4'9)(//Z•7d'. X - 3 kr GL/ / $ D6 - ®/ 24=-67- • . • • •••• • • al •. • • • • • • . . •... • _01111h C i.•._ � - _ - ( " i • • • ya • • •••• — • N V , ..A..4 - - V J (/ /LL /S • • • • • • • • gmcmcwrgill) Nt JAN 1 6 2007 JO BY:02:171 _ DESIGN WIND LOADS (PSF) 146.0 MPH Exposure C MEAN ROOF HEIGHT (FT) POSITIVE Zone 4 & 5 NEGATIVE Int. Zone (4) NEGATIVE End Zone (5) 11.5 57.1 -60.6 -71.3 • • • ••• • • • • •••• • •• • • • • •• •• • • it • • • • • • Thornton Tomase • • o j e c t No: o: S� eg Aye Hardware • Proet N Project: Willis 330 North Andrews Avenue, Suite 450 • • •Addrtass: 18 ' t Street Fort Lauderdale, Florida 33301 . • • • • • • • •MillmjStji es, Florida 954.522.3690 • • • • Oate: 01f0�}T • • ••• ••• • Positive GCp 4,5 = Negative GCp (4) = Negative GCp (5) = •• • • ASCE 7-02 DESIGN WIND LOADS . • COMPONENTS & CLADDING VERTICAL SURFACES •• • • 0.9 -1.0 -1.3 q= 0.00256 * K Z *K *K *I *V p= q(GC - GC BUILDINGS LESS THAN OR EQUAL TO 60 FEET • •• 57.1 psf Positive -60.6 psf Negative- Interior -71.3 psf Negative -End ••• •• • • • • • • • • • ••• •• Basic Wind Speed, V = 146.0 m.p.h. (3 sec peak gust) Exposure Category = C Enter B, C, or D Importance Factor, I = 1.00 Non - essential facilities =1.0; Assembly /essential facilities =1.15 Effective Wind Area = 10.0 sq.ft. (10 sq ft or less provides max loads) Mean Roof Height (ft.) = 11.5 Rise /12" of Run = 1.0 inch Rf Slope (deg) = 4.76 a < = 10 reduces load, > 10 provides max load Smallest Side of Bldg. = 30 feet Internal Pressure, GCpi = 0.55 0.18 for enclosed structures, 0.55 for partially enclosed structures Topographic Factor, Kzt = 1.00 For non hilly areas Directionality Factor, Kd = 0.85 0.85 for rectilinear structures and ASCE load factors, 1.00 for rectilinear structures and ASCE load factors with 33% increase in allowable stress 1. Wind loads are determined in accordance with ASCE 7 -02. 2. Wind load calculations are based upon a mean roof height of 11.5 ft. Contractor shall verify mean roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind loads for the building zones are as noted below unless specific values are labeled adjacent to a building opening and certified by a registered architect or registered professional engineer. 4. This document shall be used for determination of wind loads only. Compcnent installations shat be in accordance with component design drawings. Component installations at any elevatienr below roof are acceptable. 5. End zones for this installation are those areas within 3 feet of the exterior corners,of this building. 6. This document shall be valid only when there appears an original signature, date an d embossed seal from V. J. Knezevich, P.E. or John W. Knezevich, P.E. 2 -Ja 007 John W. Knezevich, P.E. FL License #41961 Thornton Tomasetti, Inc. COA #7519 • • • • • • • • • • • • • • • • • • • ••• •••• • • •••• • • • • • • • •••• • • • • • • • •••• • • • .. • • • • • • • • ... • • • •••• • • .. • • • • X144 QC; /04r -off ? 6# ' .- S'/A/44 /fr/.U- ///X' 0 -4 .3 ^ A.414* - /0 /e-0 1- £� 9 .5/N6-Le sVai 4.- W4(46640 ; Lfl GOAJ5 X57 z _SW 7vo S/ ecs 37w X Pa--774 acwsz , o f 2. X57/ 7 c) 5=c'geS 3 ?W Sa • - � ,oicTu.,ec-- 41/7A r s 7-0 / s /xze 3 7-,Y,SV '62. ,'f • 6 Z,r# A/QR — ZZ3 — /DC- ,o'eY e 2C Gv/emu/`' 1N -s Ax'g /C /< K//t4./ s , f/ /D 0 6 're/ $",f tr S �C M I� ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • .•. .•• •. • • •. • . • • • • • • • • • • • • • • • • • • • • • • • ..• . ••• • • • • ••• • • • • • • •• • • • •• • • • • • . • • • • • • • • • • • • • • • • • • • • IA • • MMI DADE COUNTY, FLORIDA • • • • METRO -DADE FLAGLER BUILDING . • • In WE.&.FLhOLER STREET, SUITE 1603 • • • • • • • • . • • MIAMI, FLORIDA 33130 -1563 • • •• • • • • • • •(305) 37t2901 FAX (305) 375 -2908 • •• • • • • • ••• •• PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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 "PW - 701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 - titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, 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 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 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 Theodore Berman, P.E. NOA No 03 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 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" HEA) 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 [PONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • g pSIGN'PR��SURE • tTINPS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) B A ' NEGAYIWDESIGN LOAQS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 • OUTSIoMIAMI- Dt1pf • • B POSITIVE DESIGN LRAIN BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 •OUTSV)f MItMAI -DAIN QUNTY). • • • e!DESIGA OOOVDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. • • 3. FI ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) • • *MEAD & SILL: MAX. e vr FROM CORNERS ...... • MAX. •M'' t?.C. • • JAMBS: •: * ,/g, :MAX. 8 'l/!• FROM CORNERS • •••• MAX. 11"0.C. (DESIGN PRESSLNE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RCW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: 0 'MAX. 8 112" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 Rnrad By: Revd By R.v.d By: F.K. F.K. 12/15/03 Dow 7/14/03 Revisions: Chocked BY REDUCE ANCHOR SPACING 1070 TECHNOLOGY DRIVE NOKOASS, FL 34275 P.O. BOX 1529 NOKOASS, FL 34274 PG Visibly Better OwerObre NOTES & TABLE OF CONTENTS ra: ALUMINUM PICTURE WINDOW, IMPACT s.,mr PW - 701 Scare NTS se.. 1 • 10 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 1 & 10 Orsaip 4259 -4 Robes L. Clark, P.E. PE 439712 Structural • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS • • • • • • • •.• •.•• • • • •.. • • • • • ..• 14 OR .. • r • • • ••. • • •.•• •.. • • • • •. • • • • J� .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS il 11/16" NOM GLASS BITE - TV -- 7/16" LAMI GLASS NOMINAL OR 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE OR y 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) APP,.../ r e..r0�s •�w rte a, •1lIGtIC Reese Br Ream ay: F.K 0.r: 12/15/03 Revisions: Revisions: A Pees By O..r CnWee.Y aft: F.K. 7/14/03 NO CHANGE THIS SHEET 1070 TE NOLOGY DRIVE NOKOMIS. FL 34275 P. BOX 1529 NOKOMIS, FL 34274 P Visibly Better ""°""°" PW-701 DesoPen GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT awe: o'ae+v rr NTS 2 0 10 4259 -4 Robert L Clark. P.E. PE 439712 Structural • • • • HEXAGON MAX. SIZE :"60" BETWEEN ;l • . Oft �il1AX. AREA -' 21.65.S ©. F. • •••• • • • •••• • • • • • • • .-PAN MAX. = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. FULL CIRCLE MAX SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 92 1/4" MAX. DLO -I RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 1 ELLIPTICAL MAX. SIZE = 96" X 47" } 44 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SO. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. • R NOM 1044217•1:70 Masi i pile holies • 1 . oft r Rend By Revd By: F.K. Or."" Or F.K. Dear owe 12/15/03 7/14/03 Revisit": Korb"' A Chwked NO CHANGE THIS SHEET QM: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PA T Visibly Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT SansAtormt PW-701 NTS s"x: a."+ 3 • 10 4259 -4 Robert L. Clark, P.E. PE 939712 Structural vi 7 HEXAGON MAX. SIZE • 6E" ��TWEEN GI.ATS . j t1AX. AREA 21.65• ©. Ft. • • • • • • •.•• • • • • .• • NOTE: • • .• • • • • • •• .• • • ."FAN MAX. SIZ 96" X 47" ..• OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. of EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. 45 1/4" MAX. DLO 1 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. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX AREA = 30.28 SQ. FT. Marie oft ea • I o• NOM •xlu1 - >ara bee WNW . prea Rend Rend Reno Br F.X. Dar Daly ore: 12/15/03 Rewaoro: Revisions: A 0r er Ow: Checked By 0.. F.K. 7/14/03 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P ST Visibly Better 3."...‘"' PW- Descsoksc INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT 1 aw: I sn." NTS 4 r 10 me 4259 -4 A Robert L. Clark P.E. PE 039712 Sbactural P.O 8OX 1529 NOKOMIS, FI. 34271 COMPARATIVE GLASS TYPE: WINDOW ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 WIDTH 49.000 A &C B &D AREA SQ.FT. 64.500 ...8 EA S€ 60.000 _••WEA SL1.XT .65.5Q0 • AREA SQ 1FT. AREA SQ.FT. B Rend Br Rend By F.K. . - j1.000 ." a. B F.K. A$C B &W A$C 8 &D. B &D • AREA S'Q.F. r 76.500 A &C B &D 82.000 A8C B &D AREA SQ.FT. 87.500 I A &C 1 B &D AREA SQ.FT. 93.000 A &C B &D AREA SQ.FT. 96.000 I A &C B &D AREA SQ.FT Daft: Oahe Dare o. 12/15/03 7/14/03 Monnm: A n. amend By 28.500 34.000 39.500 45.000 46.500 48.000 80.0 80.0 801Q!, 80 80 80.0•• 80.0 80.0 80.0 80.0 - 80.0 80.0 -80.0 80.0 9.698 11.569 13.441 15.313 15.823 16.333 80.0 80.0 -80.0 80.D . '.80.0 80.0 1 12.868 14.950 17.031 17.599 18.167 280.0 80.0 80.0 Q. . .0 7.5 • -80.0 80.0 • -80.0 80.0 80:0' 1" -80.0 80;0. -80.0 14.052 80.0 I -80.0 80.0 -80.0 80.0 -80.0 16.229 - 80.0 70.7 -80.0 80.0 69.1 80.0 I -80.0 80.0 -80.0 80.0 80.0 - 80.0 68.8 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 74.0 - 80.0 80.0 14.167 16.458 18.750 19.375 20.000 -80.0 68.5 - 80.0 80.0 •1I•994 15.465 17.967 20.469 21.151 21.833 79.4 -79.4 63.7 16.764 -80.0 59.7 80.0 76.8 1 -76.8 80.0 I -80.0 80.0 - 80.0 74.1 - 74.1 56.5 80.0 -80.0 19.361 -70.7 53.6 - 80.0 80.0 - 69.1 51.4 - 80.0 80.0 - 68.8 50.4 - 80.0 80.0 CHANGE NOTE 1 ANCHORING WITH 412 SCREWS Oar -80.0 80.0 -80.0 80.0 -80.0 76.7 -80.0 80.0 -74.0 69.9 -80.0 80.0 - 68.5 63.5 -80.0 80.0 -63.7 57.9 -57.9 56.1 -57.1 56.1 1 -56.1 80.0 -80.0 19.476 80.0 -80.0 22.493 1070 rECYNOLOGY DRIVE NOXOMIS. FL 34275 P.O. sox 1529 NOXOM13. FL 34274 80.0 22.188 - 53.6 43.6 -80.0 80.0 -50.4 41.6 - 80.0 80.0 -80.0 80.0 -80.0 80.0 -76.7 74.0 - 80.0 80.0 -69.9 67.2 -80.0 80.0 -63.5 61.3 -80.0 80.0 -80.0 52.8 1 -52.8 80.0 -80.0 80.0 -80.0 25.625 42.5 -42.5 80.0 -80.0 FAGT Visibly Better 80.0 - 59.7 -80.0 15.141 18.063 20.984 23.906 24.703 25.500 - 56.5 48.3 -48.3 47.6 -48.0 47.6 -47.6 -43.6 43.4 - 80.0 80.0 - 51.4 40.7 -80.0 80.0 - 41.6 39.4 22.927 - 80.0 80.0 -80.0 80.0 -80.0 80.0 -75.2 74.0 - 80.0 8 -68.6 67.2 -80.0 80.0 -62.3 61.3 - 80.0 80.0 - 80.0 51.9 I -52.1 80.0 1 -80.0 80.0 -80.0 26.479 -43.2 43.4 -80.0 80.0 -41.0 40.7 - 80.0 79.4 -40.1 39.4 -80.0 76.6 -80.0 -80.0 -74.0 -80.0 -67.2 -80.0 -61.3 -80.0 80.0 1 -80.0 23.667 51.9 1 -51.9 80.0 -80.0 80.0 -80.0 27.333 -43.4 -80.0 17.318 20.660 24.002 27.344 28.255 29.167 -40.7 -79.4 18.406 21.958 25.510 29.063 30.031 31.000 -39.4 -76.6 19.000 22.667 26.333 30.000 31.000 32.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/ -60 P.S.F. W ANCHORING WITH #12 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. 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 RFQTANGIII AR SI7F IN TA,FU F 1. WHICH THFIR OVFRAI 1 WIC)TH AND HFIAHT DIMFNS ONS C.OMPI FTFLY FIT WITHIN. Rend R..noh Oncriatbm FLANGED UNIT DESIGN PRESSURES rt ALUMINUM PICTURE WINDOW, IMPACT S.nn.ae.r Seen se.nn deny Re PW -701 NTS 5 r 19 4259 -4 A Robert L. Clark, P.E. PE 839712 Structural COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3 /16 "HS, .090, 3 /16HS) C. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G. 3 /16HS 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW WIDTH 28.500 34.000 WINDOW HEIGHT 39.500 45.000 46.500 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 49.000 AREA SQ.FT. .54.50Q I A8<C B &D• AF 4 SQFr. (o 000 A$'C• 13 8. 4 _ ..;AREA SQFX,' �S fit g&D': • AREA SQ.FT. ta.000 I • _• B &D • _ • AREA SQ.'Ft, .22.64 76.500 I ABC B &D AREA SQ.FT 80.0 16.229 -80.0 82.000 AREA SQ.FT. 87.500 AREA SQ.FT. 93.000 AREA SQ.FT. 96.000 Rrv"d ar: Rend ey Rend a7 F.K ar F.K. oe.: Daft: mow 12/1S.V3 ar 7/14/03 A &C B &D A &C B &D A &C B &D A &C B &D A &C B &D AREA SQ.FT. _ Rereor• Rewvr: A Chocked a)'- 80.0 I -80.0 80.0 -80.0 9.698 80.0. -80.0 80.0 • -80.0 10 80D . :80.0 8011 •if.875 80.Q,]. -80.0 80'Q. ,t80.0 8003 •I• •-80.0 80L0. •.-80.0 14.052 80.0 I -80.0 , 80.0 -80.0 15.141 80.0 - 80.0 80.0 80.0 17.318 80.0 80.0 80.0 80.0 - 80.0 -80.0 -80.0 -80.0 18.406 - 80.0 - 80.0 19.000 80.0 I -80.0 80.0 -80.0 11.569 80.0 I -80.0 80.0 -80.0 12.868 80.0 1 -80.0 80.0 1 -80.0 14.167 78.9 - 78.9 80.0 -80.0 15.465 75.3 1 -75.3 80.0 1 -80.0 16.764 72.6 I -72.6 80.0 -80.0 18.063 69.4 -69.4 80.0 -80.0 19.361 66.4 80.0 20.660 65.0 80.0 63.9 80.0 -66.4 - 80.0 - 65.0 - 80.0 21.958 -63.9 -80.0 22.667 CHANGE NOTE 1 ANCHORING WITH 912 SCREWS wr: 80.0 80.0 78.9 80.0 61.1 80.0 51.0 80.0 48.9 80.0 48.0 80.0 -80.0 -80.0 13.441 -78.9 -80.0 14.950 72.2 I -72.2 80.0 -80.0 16.458 65.5 1 -65.5 80.0 j -80.0 17.967 -61.1 -80.0 19.476 57.1 I -57.1 80.0 -80.0 20.984 53.8 -53.B 80.0 -80.0 22.493 -51.0 - 80.0 24.002 -48.9 -80.0 25.510 - 48.0 - 80.0 26.333 1070 TECHNOLOGY ORIVE NOKOMIS, FL 34271 P.O. BOX 1529 NOKOMIS, FL 34274 80.0 I -80.0 80.0 -80.0 15.313 74.3 I -74.3 80.0 1 -80.0 , 17.031 67.8 I -67.8 80.0 -80.0 18. 61.7 -61.7 80.0 -80.0 20.469 21.151 56.4 1 -56.4 80.0 1 -80.0 22.188 51.5 I -51.5 80.0 -80.0 23.906 47.2 - 47.2 80.0 -80.0 25.625 80.0 26.479 - 80.0 42.6 80.0 27.344 41.2 80.0 - 80.0 -42.6 80.0 40.2 - 41.2 - 80.0 29.063 -40.2 -80.0 30.000 P Visibly Better 79.4 J -80.0 80.0 I -80.0 15.823 71.9 I -73.1 80.0 I -80.0 17.599 65.0 I -66.4 80.0 -80.0 19.375 59.6 1 -60.7 80.0 r -80.0 54.6 1 -55.5 80.0 1 -80.0 22.927 51.0 I -51.3 80.0 -80.0 24.703 46.6 -46.9 43.1 80.0 40.4 79.7 39.0 76.9 senesatom PW -701 - 42.7 -80.0 28.255 -40.2 - 79.7 30.031 -38.9 -76.9 31.000 NTS 79.4 I -79.4 80.0 -80.0 16.333 71.9 1 -71.9 80.0 1 -80.0 18.167 65.0 1 -65.0 80.0 1 -80.0 20.000 59.6 -59.6 80.0 -80.0 21.833 54.6 1 -54.6 80.0 1 -80.0 23.667 51.0 I -51.0 80.0 -80.0 25.500 46.6 -46.6 80.0 -80.0 27.333 43.1 80.0 39.0 73.1 s -: 6 d 10 -43.1 -80.0 29.167 40.4 -40.4 76.0 I -76.0 31.000 -39.0 -73.1 32.000 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO + / -60 P.S.F. WHEN ANCHORING WITH 412 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. 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 RECTANGULAR SIZE IN TABLE 2. WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN INTEGRAL FIN UNIT DESIGN PRESSURES rr: ALUMINUM PICTURE WINDOW, IMPACT 4259 -4 A AIKAlwod 4 rw+r. • DOS 1111 NON cr�DV - tea ri ,/ Robert L. Clark. P.E. PE 939712 Structural - *Pr{ 2.784" 1 • •• • ••• • • • • ••• •••• • • •••• • • •• • • • •••• • • • • • •• •• • . • SCREWED CORNER ASS'Y (FLANGE FRAME) OUTSIDE • MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTCN •....• (FLANGE FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT m 0 MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) INSIDE 13 m warlat4 w 4111 Raw' By Rfted ar Naiad Or: F.K Oman By: F.K. 0.. o.r 12/15/03 Ow.: 7/14/03 Anisianc A Ctodayd NO CHANGE THIS SHEET Ow: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, R. 34274 P T_ Visibly Better SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT awry/ Bade PW -701 NTS 7 > 10 Onsame 4259 -4 filar A K / Robert L Clark, P.E. PE 1139712 Structural i 2.784" •• • • • • • •• • •• • •• • • • •••• • • •• • • • •••• •• • • • •••• �••• • • • • •••• • ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH • HORIZONTAL SECTION •••••• (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT • MAX. WINDOW HEIGHT m 0 MAX. DAYLIGHT OPENING Prn 2.784" - r - { INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) &.m By ll.. d Br: &.,e er: Dram er: F.K. Dakr D.Y.• 12/15/03 7/14/73 &Maim": A Cradled By NO CHANGE THIS SHEET dr.: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 P #.; r_ Visibly Better Oftaftft SECTIONS, INTEGRAL FIN ra: ALUMINUM PICTURE WINDOW, IMPACT SamtMolot PW -701 ss: NTS Short 8 ' 10 I 4259 -4 l A fi L. park, P.E. PE 0 9712 Shucural ITEM 1 2 7 8 10 11 weal • •18 •••• • 12 13 .14 .... 15 • •• •••■ • • •2Q•• 21 22 R.wd By R.w. Br Re.p F.1C DWG NO. 4256A 4253 1155 4255 4254 1224 4224 • • • . .. 1• • •••l • • •••■ • • • •• • • • •••• • • • • N • • 426 ? „. • •••• Dar 12/15/03 Drwn BY Ob..: O"d.d Br D.r: F.K. 7/14/03 PART # 64256 64253 781PQX 64255 64254 6TP247 • • • • • ••••■ •• • • • • •••• • • • .. • 64262•• .970” —{ DWG NO. 4255 ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT IOW CORNING 995 SILICONE STRUCTURAL SEALANT, VLACK :/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB LNTERLAYER - 3/16" HEAT STRENGTHENED • 1 1/16' LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 ' DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM 'PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 346" --I .050" --- Rodaw": R..biv": R..•os: A HO CHANGE THIS SHEET .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD 1070 TEC-INOLOGY DRIVE NOKOMIS, FL 342'S P.O. sox 1529 NOKOMIS, FL 34274 1.875" PGT Visibly Better 5"" `"" ° ` PW -701 .062" --I I — ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A 1 T .062" 2.784" 2.784" .r .077" MATL: 6063 -T5 MATL: 6063 -T5 DWG NO. 4254 DWG NO. 4253 ITEM 2, FLANGED FRAME EXTRUSION PROFILES & PARTS LIST ra: ALUMINUM PICTURE WINDOW, IMPACT sr.*: s..." NTS 9 - 10 us../.9 4259-4 ltar A 2.500" Aip,...d .. ao.raw.M. the Masi ads ow• NO --. • _lE•lln• • "SI f•L�u tef Robert L. Clark, V.E. PE 939712 Structural • • • • • • .130" DIA. MIN. x 2 1/2" NAIL, AT CORNERS • . AND L "QC. .• • • • • • • NOTES: Rand By: asks: Raved by: OM. Roved Br. 0"r: F.K'. 12/15/73 d_« ay o.. F.K. 7/14/03 • .. ... . • • • • • •••• WOOD Eiall AR FRAMING 'INTEGRAVFIN DETAIL A • • • • CONCRETE R.verns: Raiment,: Reviews: A aleasdar. • • .. • • • 114" MAX. I SHIM CHANGE NOTE I AND FASTENER SPACING 1/4" MAX. f SHIM T 1 1/4" MIN. EMBEDMENT 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. D (SEE NOTE 1) 1070 TECHNOLOGY DRIVE NOKOM IS, FL 34275 P.O. 90X 1529 NOKOMIS, FL 34274 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B L__ 1 1/4" MIN. .. EMBEDMENT • :: 4 .7 . • 1 c SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E PST Visibly Better #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. 0 _ PW -701 1/4" MAX. f SHIM 1 NTS 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1/4" MAX. 1 SHIM T FLANGED DETAIL D (SILL ONLY) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 0 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. ANCHORAGE - HEAD, SILL AND JAMBS ALUM /NUM PICTURE WINDOW, IMPACT Snarl 10 a10 FLANGED DETAIL C 1x WOOD BUCK (SEE NOTE 2) 2x WOOD BUCK (SEE NOTE 2) 4259 -4 I A #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A vimme 4e os.vbiaY r 0 t72 � � _ ;f_U05.o! itH�t .TM. a ;vrt r� � 1/4" MAX. I SHIM 1 Robert L. Clark, P.E. PE 039712 Structural MIAMFZ COUNTY • .. • • • • • • . . • • BUILDING CODE COMPLIANCE OFFICE (BCCO) : . . PRODUCT CONTROL DIVISION • • • •. • NOTICE OF ACCEPTANCE (NOA) .• . PGT Industries • 1070 Technology Drive .. Nokomis, FL 34275 ... • • • • • • • • • • • • • • • • • • ,.. • • • • • • • • ...•.. .• • • • rt1 MIAMI -DADE COUNTY, FLORIDA • • • TII DADE FLAGLER BUILDING • .rqp WISSX FL.AGLER STREET, SUITE 1603 . • . • • . • ; MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • .. • • • • ,www.buildinecodeonline.com • • • • • • • • ••••••• 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 Mimi 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 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 dated 1/24/06, prepared by PGT Industries, 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 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. NOA No 05- 1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 Page 1 Arad Or FJC GENERAL NOTES: IMPACT SINGLE HUNG WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) L MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS AND (1) MAXIMUM PVB. F. 7/16' LAM! CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED G J. 13/16' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR S BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR S DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: 'OX' 0/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIG 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND G 4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN TH 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. Our: 12408 Rsoiskrm A Cb,n •r Da. tta.daa tLa: F.K S11105 J.J. 10/10/05 ADD FTL4723 TO NOTE 7. OF 1/8" HEAT STR C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DU D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER LASS WITH AN .090 D G. 13/16' LAMI 1G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16' LAM BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM P118 INTERLAYER H. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516' LAMI STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM I. 13/16' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER LITE OF 3/15 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE PACE AND 7/16' LAM K. 13/16' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAM CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. • • PACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN )9 i SILL OPTION) TABLES ASTM E 1 ENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE PONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. UPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I CONSISTING OF (2) UTES OF 1/8 "•ANNEALED GLASS WITH A .090 DUPONT CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT PVB INTERLAYER . CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT 98. 1300 -98. PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.' Vitib/9 Better GENERAL NOTES Taw ALUM. SINGLE HUNG WINDOW, IMPACT SH700 Iso=fr 1 d 11 •••• ••• • • • 4 • • • • •• •• • • • • • • • • •• • as"; Ma 4040 -20 l A NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS...... 5 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 •••• • • • • • •••• • • • • • •. • • •••• • • • •• • • • • • • • APPtvatin e: 1 "via' tit • • • Florida SO* C • Date • • • no • Must Doh S TABLES ASTM E E DESIGN OF THIS GASKET. 7. REFERENCE TEST REPORTS: FTL-4645, FTL -4646, FTL- 4647, FTL-4648, FTL-4649, FTI. -4650, FTL-4651 AND FTL -4723. "0 1070 TECHNOLOGY DRIVE NOKOMIS, Il 34275 P.O. BC k 1529 NOKOMIS. FL 34274 fired 80,81 or 82 w."aY F.K ifr F.K Ore Oahe t 1/ 9/1/05 Morrow ikeibax Ar•6re A Order Be J.J. ore 10/1Drv5 } n rt n rte, NO CHANGE THIS SHEET -,,,__.__L___.._.______ IT 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 1/2" NOM. GLASS BITE 1/2' NOM. GLASS BITE 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLOSS 5/16' LAMINATED AIR SPACE 1/8' HEAT STRENGTHENED GLASS 13/16' NOM. 13/16 LAMI IG GLASS W/ 5/16" LAMI 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 13/16" LAMI IG GLASS W/ 7/16" LAMI Visibly Better GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT a•r•lre SH700 1 Fu/ r err 2 - 11 12' NOM. GLASS BITE } r em., 4040-20 a EXTERIOR INTERIOR [,`). (ALL SECTIONS) • • •• • • • • •••• • • • • •• • • • • •••• • • • • •. • • • •• •• •• 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16' NOM. • •• • • • • • • • •• • • • •••• • •• • • • • • • • • • App. oYlata11 N;ot4;intt r. •tMYl• • • non !i'iQ etate 1 t :- - 1�1t3dl • Maud Dedt Ptido-a rain ••l ey Robert L Carle, P.E. PE #39712 Structural •� • •• • ••• GLASS TYPES: TEST REPORTS TABI.E A. 5/16" LAMI - (1/8" ANNEALED,.090,1/8" ANNEALED) FTL-4647, 4648, 4721 E B. 5/16" LAMI - (118" ANNEALED,.090,1/8" HEAT STRENGTHENED) FTL- 4647, 4648 ! • C. 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) FTL- 4647, 4648 D. 7/16" LAMI - (3/16" ANNEALED ,.090, 3/16" ANNEALED) • FTL -4645 • • E. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) FTL-4645 Ir.-- F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) FTL -4645 G. 13/16" LAMI IG -1/8" HEAT STRENGTHENED AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090 ,1 /8" ANNEALED) FTL -4646, 4651, 4723 H. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) FTL- 4646, 4651 I. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) FTL-4646, 4651 J. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) FTL-4649, 4650 K. 13/16" LAM( IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI 53/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) FTL- 4649, 4650 L. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) FTL-4649, 4650 STANDARD VIEW AND RADIUS GLASS TYPE TOP WINDOWS WITH HIGH SILL OPTION TABLE 2 WINDOW HEIGHT OVER SASH HEIGHT 29 3/4" 38 3/8" 44" 50 518" 63" 72" 74" 76" WIDTH DTH 12 15/16" 16 318" 18 5/8" 21 5116" 26 114" 29 13116" 30 5/8" 31 7116" 26" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 32" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +67.6 -67.6 +58.1 -58.1 +56.6 -56.6 +55.2 -55.2 37" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +58.0 -58.0 +51.3 -51.3 +50.0 - 50.0 +48.6 -48.6 40" A,B,G,H . +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +67.6 -67.6 +54.2 -54.2 +57.7 -57.7 +56.1 -56.1 +54.7 -54.7 44" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +60.2 - 60.2 +49.6 -49.6 +53.7 -53.7 +52.9 -52.9 +51.7 -51.7 48" A,B,G,H +70.0 -70.0 +70.0 - 70.0 +66.3 -66.3 +56.3 -56.3 +45.1 -45.1 . +49.5 -49.5 +48.6 -48.6 +47.8 47.8 531/8" A,B,G,H +70.0 -70.0 +70.0 - 70.0 +61.4 -61.4 +51.6 - 51.6 +40.8 -40.8 +44.6 -44.6 +43.8 -43.8 +42.9 -42.9 UP TO 531/8" C,D,E,F,I,J,K,L ALL HEIGHTS TO 76" HIGH +70.0 -70.0 1/1 WINDOWS WITH HIGH GLASS TYPE SILL OPTION TABLE 1. WINDOW HEIGHT WIDTH 44" 50 5/8" 1 591/2" 63" 76" 26" A,B,G,H +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 32" A,B,G,H +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +66.1 -66.1 37" A,B,G,H +80.0 -80.0 +80.0 -60.0 +74.4 -74.4 *69.6 -69.6 +57.2 -57.2 40" A,B,G,H +80.0 -80.0 +80.0 - 80.0 +68.0 -68.0 +63.3 -63.3 +64.0 -64.0 44" A,B,G,H +80.0 -80.0 +75.8 - 75.8 +60.5 -60.5 +57.4 -57.4 +58.6 -58.6 48 " A,B,G,H +80.0 - 80.0 +68.6 -68.6 +56.5 -56.5 +53.0 -53.0 +53.5 -53.5 53 1/8" A,B,G,H +80.0 - 80.0 _ +63.4 -63.4 +52.0 -52.0 +47.9 -47.9 +48.3 48.3 - UP TO 531/8" C,D,E,F,I,J,KL ALL HEIGHTS TO 76" HIGH +80.0 -80.0 CUSTOM VIEW AND RADIUS GLASS TYPE TOP WINDOWS WITH HIGH SILL OPTION TABLE 3. WINDOW HEIGHT WIDTH 50 5/8" 60" 63" 76" 40" D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 44" D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +69.4 -69.4 48" D,E,J,K +70.0 -70.0 +70.0 - 70.0 +69.6 -69.6 +63.2 -63.2 53 1/8" D,E,J,K +70.0 - 70.0 +672 -67.2 +62.9 -62.9 +57.2 -57.2 UP TO 531/8"_ F,1 ALL HEIGHTS TO 76" HIGH +70.0 -70.0 MEETING RAIL . MEETING RAIL "X" S NOTE: 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. Armiar Omer Der . 1/2MD6 W105 Re"Y1yc ftsvidenc A a.ea J.J. Roved •r or: Reviewer Rowed N F.K. ADO F71.4723 TO GLASS TYPES A AND G. F.K Omer 10/10/05 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.0.80). 1529 NOKOMIS. FL 34274 i t DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT I NTS ( 3 e 11 ( "' 4040 -20 Visibly Better • • • • • •• • • •••• • • •••• • • • • • • SH700 Abe A MEETING RAIL "X" �H 1 •••• • • •••• • • • • • • • • • • • • • • • ••• • • • •• • • • • • • • IR fbmp yis: wk,rM• • • e • • • • • VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 12" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8' 1 D 52 5/8" 52 11/16" E 521/4" 52 5/16" SASH 4 LOW HIGH 1 DETAIL SILL SILL A 34 12" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 163/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. Rowel 1:17: 'how 4r Fx SEE DLO TABLE SEE DLO TABLE (MAX) SEE DLO TABLE SEE DLO TABLE Wed th: Oar 1/24/06 tea• Fbrobkere Maass A 53 1/8' MAX. WIDTH (ALL) 49 5/8' MAX. FIXED DLO (ALL) I 38 7/16' MAX SASH HEI HT I — 48 1/4" MAX. VENT DLO (ALL) DETAIL A 0 DETAIL D VIEW (CUSTOM SASH) tv.an•r o r: CArAsil er arc F.K. 9/1,75 J.J. 10/10/05 20" SASH HEIGHT 76' MAX. HEIGHT 76' MAX HEIGHT 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. SEE TABLE 2, SHEET 3 FOR STANDARD SASH HEIGHTS. NO CHANGE TH15 SHEET DETAIL B VIEW (STANDARD SASH) DETAIL E RADIUS TOP (CUSTOM SASH) 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS. Fl 34274 Vitib/j Better E � SH700 SEE DLO TABLE SEE DLO TABLE C DETAIL C RADIUS TOP (STANDARD SASH) • • •• •••• •••• • 4 • •• • i • • • •• 4 owe. Ore ELEVATIONS Tifte ALUM. SINGLE HUNG WINDOW, IMPACT sa s— NTS 4 d 11 anav 4040 -20 nor A S NO 4 76' MAX HEIGHT •••• • • • • • • • • •••• • • • • • • • • • • •• • • • •• • Date NO Marl Dads Pt4dnd • • • Appr•IbA>S 11•11•410 11•11•410 • • • C .14 .`4 nt.: • iTf =)R? B ��t! • • • ••• • MAX HEIGHT woe 9r find Br 7, 8 OR 17 MAX FIXED UTE DAYUGHT OPENING 1 /1 f �� + OUTSIDE , ��"� INSIDE ' 1 MAX VENT DAYLIGHT OPENING M Or 9 aft: • flowkicer A 2.784' SECTION B-B (LOW SILL SHOWN) F.K NO CHANGE THIS SHEET d er. Doc C d.a •r F.K 9/105 J.J. 10/1005 0 ® © 2.330' (LOW SILL) (SEE NOTE) ULTRALIFT ONLY 9 & 10 BALANCE PARTS USED ON SASHS <40 LBS INSIDE NOTE: ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED 6' FROM EACH SIDE OF VENT. ALTERNATE HIGH SILL 1070 TECHNOLOGY ORJVE NOKOMIS. 'L 34275 P.O.807. 1529 NOKOMIS, FL 34274 (SEE NOTE) P GA Vrribly Barter MAX. VENT DAYUGHT OPENING MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH 00 SECTION A -A OUTSIDE SECTION C-C RADIUS TOP (HEAD DETAIL) BALANCE PARTS USED ON SASHS >40 LBS • • • • • •• • • SECTIONS nt ALUM. SINGLE HUNG WINDOW, IMPACT [ 4040-20 A 2.710' •••• • • •••• • • • • • • • • • • • • ••• •••• • • • •• • • • Structural OsisAmoda soh. sH7ao I Half 5 s 11 ITEM 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 25 26 27 28 30 31 34 35 36 37 38 41 42 44 45 46 52 53 54 55 56 57 58 59 60 61 DWG.# 4002A 1155 4003C 1626 4004 4025 4025 4029 1080 1085 4029 -1 1080 -1 4053 4029 -1 1086 4054A 4006C 1235 1096 1016 4007 1226 4008 1268 1622 1052 1224 1225 4039B 4044B 4222A 985C 4067 4009 1088 2740 1014 1630 1631 1073 1624. 1635 DESCRIPTION FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP (ALUMA -TILT) SASH STOP (EGRESS) 1.125 LONG CALDWELL ALUMA -TILT BALANCE, 5/8° BAL. COVER, RIGID VINYL, 5/8' #8 X .750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE, 5/8" BAL. . CALDWELL ULTRA -LIFT BALANCE, .670" #8 X 1 PHILLIPS FLAT HEAD S. STL .670 ULTRA -LIFT BALANCE COVER SASH STOP COVER (ULTRA -LIFT) SASH BRACKET #8 -32 X 1/2° LG. PH. FH. TYPE F S. STL SASH TOP GUIDE, 11/16' BAL. FIXED MEETING RAIL SASH TOP RAIL WSTP.,.170 X .270 BACK FIN SEAL SWEEP LATCH #8 X .625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LAMI SETTING BLOCK 3/32" X 25/64" X 1" LAMI IG SETTING BLOCK 1° X 3/4" X 1/16" VINYL GLAZ. BEAD BULB (THICK) VINYL GLAZ. BEAD BULB (THIN) GLAZING BEAD. 5/16 LAM. GLASS. GLAZING BEAD, 5/16 LAMI W/GRILL KIT GLAZING BEAD. 7/16" LAMI GLAZING BEAD, 7/16" LAMI W /GRILL KIT GLAZING BEAD, 13/16" LAMI I.G. SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY WIRINGS SCREEN CORNER KEY W /OUT RINGS SCREEN SPRING SCREEN SPLINE - .135 DIA. FOAM SCREEN SPLINE - .135 DIA. HARD SCREEN CLOTH PGT# 612225 781PQA 612226 7PAD1626 612227 612244 612244 6BALCVR916 7834AA 7BALTBKT 42504 78X1FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 42505R & L 64054A 64006 67S16G 71096 7858 612230 6TP249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 64039B 644703 64222 6985 84067 764009 7SPRNG 62740 61014 71630 71631 7CASP 61624K 61635K 61816 A ardeml 441 J.J. Rood By: Rend •r 0•44 1/24106 NO CHANGE THIS SHEET w..a •r F.K. F.K. 004^ er 0444: 9/1105 0* 10/10/05 1070 TECHNOLOGY ORIVE NOKOMIS, F. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vuiby Bean ITEM 63 64 67 68 . 69 70 80 81 82 83 84 85 86 87 88 89 90 91 DWG.# 505 1161 4051A 4050A DESCRIPTION GLAZING CHANNEL (.688 X .500) #6 X 1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X 1/2 - 7/16 LAMI SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. PGT# 6533402 706X1 62BV1510 64051 64050 A. GLASS, 5/16" LAMI, (1/8'A,.090 PVB,1 /8 "A) B. GLASS, 5/16" LAMI. (1/8 "A,.090 PVB,1 /8"HS) C. GLASS, 5/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) D. GLASS, 7/16" LAMI, (118"A..090 PVB,1 /8 "A) E. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1 /8 "HS) F. GLASS, 7/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) G. GLASS, 13/16° LAMI IG; 1 /8 "HS, AIR SPACE,.5/16" LAMI, (1/8 °A,.090 PVB,1 /8 "A) H. GLASS, 13/16" LAMI IG; 1/8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1/8 "HS) 1. GLASS, 13/16" LAMI IG; 1/8 "HS, AIR SPACE, 5/16" LAMI, (1/8"HS,.090 PVB,1 /8 "HS) J. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7/16" LAMI, (3116"A,.090 PVB,3 /16 °A) K GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "A,.090 PVB,3/16 "HS) L. GLASS, 13/16" LAMI IG; 1/8 "HS, AIR SPACE. 7/16" LAMI, (3/16 "HS,.090 PVB,3/16 "HS) SH?00 r s re. 0".00 •, NTS 6 + 11 4040 -20 • • • • 4 •• 4 • • •• • A 4 4 • • •••• • • •• • • • • • • • • • • • • •• • PARTS LIST rr" ALUM. SINGLE HUNG WINDOW, IMPACT • • • •• • • •• 4 • • • • • •� • • • � •-• • • • • •• • • • • • • Approved as aropfytoc r :tr !ta• Ft> gg c •••••• NOP.6 . Q I . 4ih • • • • b >Q:ns .u4A • _ +lryf • Brad By: F.K. l .062 3.446 12406 ♦•--- 2.784 --�{ Fr 1 F n n r O FLANGE FRAME HEAD #4002A. 6063 -T6 Brad •y: one Anther: 6 FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) x. 21 FIXED MEETING RAIL #4054A, 6063HS-T6 1.342 2.946 2.784 ----.-I 0 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 Rwleleac A .062 2.710 Dawn er Mew arcked •y' are 1 F.K. 9/7105 J.J. 10/10/05 L ' 1. 49 J-1.451 -4 O SASH STOP #4025, 6063 -75 �-- 2.279 CD , SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4006C, 6063HS-T6 #4007, 6063-T5 2.638 .062 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 NO CHANGE THIS SHEET .062 2.830 2.330 2.784 ----4 FLANGE FRAME SQL (Low) #4003C, 6063-T6 H- 1.513 .738 17 SASH STOP COVER #4053, 6063 45 I •+-- 2.32 —� 1.707 ,062 1.979 062 1 O GLAZING BEAD 7/16" #4222,8063 -T5 .050 1.115_ - ""l T 45 GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) PE GT_ Visibly Better SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT VIEW D-D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) 31 SASH SIDE RAIL #4008, 6063 -T5 .050 .678 .678 e.lr4e,s aw4 dw.e S1non Half 7 • 11 • .678 1.096 - T GLAZING BEAD,_5 /16; #4039B, 6063 -T, • • • •••• • 050 .678 • • 1.096 -1 -i ••••1 • GLAZING BEAD, 0116" ; Mies #4044B, 6063 -T5 , Date -!': }! • J d (USED W/ GRILL Kit • • NOAIF • • i= .683 I li nsn l GLAZING BEAD, 13/16° IG #4067, 6063 -T5 DemNIsc EXTRUSIONS & FRAME CORNER DETAIL Inc ALUM. SINGLE HUNG WINDOW, IMPACT 4040 -20 • • • • • • •••• • • •••• • • • • • • • • • • •• • • • •••• • • • •• • • • • • rltn41llB • • • • • 1070 TECHNOLOGY O1UVE NOKO%US. FL 34275 P.O. 80).1529 NOKOMIS. FL 34274 Structural ANCHORAGE FOR 1/1 WINDOWS SUBSTRATE: ANCHOR TYPES:_ WINDOW WIDTH 191/8" 24" 32" 37" 40" 44" 48" 531/8" WINDOW HEIGHT 1 0 112 1 2(2 2J2 1 GLASS TYPE ALL TYPES ALL TYPES C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,KL 44 " 0 O . 0 3 0 1 1 1 2 111 1 1 112 - 112 1 1 2(2 112 1 1 1 1(1 1 111 1 1(2 1 112 1 112 1 26" N 0 O 0 1 1 1 1 1 1 111 1(1 1 1 112 1(1 1 1 212 2 2(3 213 2(3 2(2 2 2 1 213 213 212 1 1 D7 1 2 1 1 2 1 O 2(2 1 212 2 213 2 38 3/8" N 0 N Z r O 0 1 1 1 1 1 1 1 1 112 111 1 1 1(2 1 - (2 1 1 112 112 1 1 212 112 1 1 2 212 112 2 1 213 2(2 2 1 50 5/8" 0 2 O 0 1 1 1 212 1 2 1 1 1 1 1 2(2 212 112 1 1 1 213 2 212 1 1 1 2 2 1 1 1 59 0 O 2 2 2 3 2 313 2 3(3 2 3(4 2 1/2", 63" Z 0 0 212 2 2 1 1 212 2 2 1 1 213 212 1 1 213 2(2 2 1 214 213 2 1 1 3 `3 2 314 1 72 ", 74 ", O 1 � 3(3 3( 3 2 414. 1 TABLE 6. 0 O 1 212 1 2 3 1 314 1 213 2 314 1 76" 0 N Z .-' 0 2 2 1 2 2 1 3 3 1 2(2 1 3 ( 3 213 2 2T 3 2 2 F3 2 213 2 213 2 A ,B,G,H C,D,E,F,I,J,KL A,B,G,H C,D,E,F,I,J,KL A,B,G,H C,D,E,F,I,J,KL A,B,G,H C,D,E,F,I,J,KL A ,B,G,H 112 2 112 2 112 2 112 2 1(2 2 212 112 2 2 2(3 112 2 2 213 1 2 2 213 212 2 2 213 212 2 2 213 212 2 2 2(3 2(2 2 2 213 2 2 213 212 2 2 213 212 2 2 213 213 212 2 2 2 213 213 212 2 2 2 212 2 212 2 213 314 214 2 2 2 213 213 2(3 3 2 2 314 2(4 213 2 1 3 2(3 2 2 213 213 2 2 214 2(3 213 2 213 2 314 2 2(3 112 112 2 2 112 112 2 2 112 1(2 1(2 2 112 2 112 2 112 2 112 2 111 2 112 2 112 2 1(2 2 1(2 2 2 2 112 1(2_ 213 2 213 2 213 2 213 2 213 2 213 2 213 2 213 213 2(3 212 2 2 213 212 2 2 2(3 213 2 2 213 2 2 314 2 2 2f4 2(3 213 212 _2 2 314 213 2 2 213 212 2 2 213 213 2(2 2 2 2 314 213 213 2 2 2 313 213 213 2 2 2 2 2 2 214 213 213 313 2 314 2 313 2 314 314 213 2 2 2 313 213 212 3 2 2 415 2 313 3 415 2 213 314 313 2 2 213 212 3 2 315 314 2 213 212_ 313 2 415 2 3J4 2 415 2 314 3 416 3 31 3 5(6 2 314 213 2 314 2 314 2 3(5 2 314 3 .415 2 314 3 416 2 214 212 2 313 2 213 2 3(4 2 213 2 314 2 213 2 314 2 213 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL -17 1/2" FROM TOP CORNERS JAMBS BELOW MEETING RAIL - 15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 5/16" LAMI - (1/8" ANNEALED,.090,1 /8 " ANNEALED) B. 5/16" LAMI - (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) C. 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) E. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7/16° LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) G. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" ANNEALED) H. 13/16" LAMI IG -1/8" HEAT STRENGTHENED. AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED) I. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) J. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) K 13/16" LAMI 1G - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAM) - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL 1/1 WINDOWS IN MIAMI -DADE COUNTY PER TABLE 6. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 6 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL • • • • • • • • •••• • • ••• • • • • • •• ••••"• • • • • • • • r • •• • f •••• • • • •• • • • • • . •••••• .••••• • • • •••••• • • • • • •• • ••• • • •••• • • • •• • •• •••••• 101413ing with nor • • • 2 J 2 3 App - •- L Florida Date NCAS !C1 1rit74 •••• • Doc a,."e •r Awed er Rrawd F.K. ar.,. or F.K DMr 1/24/06 Dew 7/29/05 Dowegasc A Crooked era J.J. NO CHANGE THIS SHEET tar: 10/10/05 1010 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Pi GT V/srb/y Better ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT SeraNkdoi SH700 I NTSI 8 d11 a..ev Pt. 4040 -20 Poor A Robert L. Clark. R.E. PE 739712 Shvcturai ANCHORAGE FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 7. SUBSTRATE WINDOW HEIGHT ANCHOR TYPES 32" 37" 40" 24" 1 293/4" 1 CDEFIJK,L 1 1 383/8" WINDOW GLASS 0 .- 0 1 0 N 0 N z • 0 N 0 • N z O N 0 N z 0 N 0 N z 0 N 0 N l z 0 WIDTH TYPE 3 0 0 • S 3 ^ � 0 m 0 0 0 el 0 191/8" ALL TYPES 1 1 111 1 1 1 1 111 1 1 2 1 111 1 1 2 1 2 1 1 1 1 2 2 212 2 1 3 2 2 2 211 C,D,E,F,I,J,KL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 211 111 111 2 2 212 1 1 2 2 212 211 3 2 2F2 212 312 3 2 212 ABGH 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 44" 50 5/8" 1 1 1 1 1 1 1 1 1 72,74,76" 1 1 1 111 111 111 211 111 111 212 212 111 212 212 2)1 3 2.212 212 4)2 3)2 312 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 44" 48" 531/8" A,B,G,H C,D,E,F,I,J,KL A,B,G,H C,D,E,F,I,J,KL A,B,G,H 2 ) 1 1 1 1 1 1 1 1 1 .1 211 111 111 1 1 1 212 111 111 )2 1)1 11 1 1 212 212 211 2 2 2 212 112 111 212 2 12 212 2 2 2 2 2 2 212 112 111 212 212 212 2 2 2 2 2 2 212 212 111 212 212 212 2 2 2 2 2 2 212 212 111 212 212 111 1 1 1 2(2 212 111 2 1 1 212 212 2[1 2 1 1 2 2 2 I 2(112(2212 3(2 312 212 413 3(3 1 1 1 1 1 1 1 1 1 211 212 212 212 312 312 212 312 3(2 1 2 2 1 2 2 1: 2, 2 212 312 212 212 313 313 312 413 313 1 2 2 1 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 1 1 212 212 2 2 212 212 2 2 212 2(2 3 2 1 212 1 312 1 2 2 312 212 212 312 212 212 312 312 2(2 2 2 212 312 2T2 212 413 313 312 413 413 2 2 2 2 2 2 2 2 2 212' 212 2 2 212 212 2 2 312 2(2 212 312_212 212 312 212 212 413 3(3 2 2 2 2 2 2 2 2 2 312 2 312 2 2 C,D,E,F,I,J,KL A,B,G,H 212 313 212 212 413 313 312 514 413 2 2 2 2 2 2 2 2 .2 C,D,E,F,I,J,K,L 2) 2 2( 2 1) 1 2(2 212 312 212 2 2 312 212 212 312212 212 312 212 212 413 313 2 2 2 2 2 2 2 3 2 212 313 313 212 413 313 312 5r4 414 2 2 2 2 2 2 2 2 2 2 313 2 312 A,B,G,H 2 2 2 212 212 111 2 2 2 212 212 212 2 2 2 C,D,E,F,I,J,K,L 2) 2 212 2) 2 A,B,G,H 2 2 2 212 212 212 2)2 212 2T2 2 2 2 312 212 212 2 2 2 312 212 212 2 2 312 2 2 ▪ 2 313 213 2 2 3(2 2[2 212 312 212 212 3[2 212 212 413 313 2 3 2 2 3 3 2 3 3 2 413 2 312 2[2 313 313 212 414 313 313 514414 2 2 2 2 2 2 2 2 2 212 312 212 212 312 212 212_313 313 2 413 2 312 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL -17 1/2" FROM TOP CORNERS AND 25 1/2" O.C. JAMBS BELOW MEETING RAIL - 15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 5/16" LAMI - (118" ANNEALED,.090,1 /8" ANNEALED) B. 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED) C. 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) E. 7/16" LAM! - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) G. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE. 5/16" LAMI - (1/8" ANNEALED,.090,1 /8 " ANNEALED) H. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEAL:2Q.090,1 /8" HEAT STRENGTHENED) I. 13/16" LAMI IG -1/8" HEAT STRENGTHENED. AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) J. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) K. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2-1/4" ELCO SS4 CRETE -FLEX 3- #12 SCREWS 2. INSTALL STANDARD VIEW AND RADIUS TOP WINDOWS IN MIAMI-DADE COUNTY PER TABLE 7. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4' TAPCONS, 1/4" SS4 CRETE-FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: JAMB ABOVE MTG 3 JAMB BELOW MTG. RAIL • • • • 1 •• 00000 • •••••• •••• • •••• •.•••• • • •• • • HEAD 2 .RaL z• By • • • •••• • • •••• • • •.•..• • •••• • • • •• • • • • • • •••• •••.•• • • Appro*om sorQlyiag atlti,+ha • • 4 Florida Ming C•+1 • • • Date •• • • NOA# Miami Dads he 1 •� • •••.•• • • •••••• • • • • • • ra.,aa aT aat Rata owe 1/2406 Fbrolsbac A Oama•r. owe J.J. 10/10/05 Road OsIt Rawl 4y. F.K. cooro.: taw F.K. 7/29/05 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visiby Better ANCHORAGE SPACING, STANDARD VIEW One ALUM. SINGLE HUNG WINDOW, IMPACT Smloolivalat SH700 scar awe Oua+v wa NTS 9 11 4040 -20 A Robert L. Clark P.E. PE #39712 Structural ANCHORAGE SUBSTRATE: ANCHOR TYPES FOR CUSTOM : � VIEW AND RADIUS TO— --- -- -- - - - -S TABLE 8. WINDOW 14" 18" 18" 63" ' , 76" LaooM I t � Qom I I ONOO 000MI 1zLI Ia00MI I ON0O J to I a00M Z'L 1000M 1 I Z'l IONOO ch [(m om Z L 1000M I Z 'L ONOO cv 000M 1 Z'l 1 DOOM 1 Z' I ON0O � c� I a00M I Z' IOOOM 1 z' I ONOO WINDOW WIDTH GLASS TYPE 191/8" D, E, F, J, K, L 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 1 1 1 1 1 1 1 1 1 211 2 1 1 1 2 1 2F1 2 1 3 1 3 1 2 1 24" DEFJK,L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 112 1 1 112 112 111 2 2 1J2 1 1 2(2 2 2 211 312 2(2 2 1 4 2 3 2 3 1 32" D, E, F, J, K, L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1(2 1 2 1(2 1(2 112 2 2 2(2 1(2 2(2 212 212 412 3(2 3 2 5 2 4 2 3(2 37" D, E, F, J, K L 1 1 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 1 2 1(2 1 2 212 112 1[2 2[2 2(2 1(2 3(2 2(2 212 4(2 3(2 3T2 5(2 4(2 4(2 40° D, E, F, J, K L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 61-2 2 4(2 . 2 4(2 1(2 1(2 1(2 212 112 1(2 212 212 212 312 212 2(2 4T2 - 312 3(2 44" D, E, F, J, K L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 1(3 112 1(2 2(3 2(2 112 2(3 212 2(2 313 2(2 212 413 312 6(3 5(2 4(2 48 ,. F L 2 2 2 2 2 2 3 2 2 3 2 2 3- 2 2 3 2 2 1(3 1(3 112 2(3 2(3 1(2 213 213 2(2 31_3 2(3 2(2 5(3 4(3 3(2 6(3 513 4(2 D,E,J K 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 2 2 2 1(2 113 112 1(2 2(3 1(2 2(2 2(3 2(2 212 2(3 2(2 312 413 312 4(2 512 4(2 531/8° F,L 2 2 2 2 2 2 3 3 2 3 3 2 3' 3 2 3 3 2 1(3 1(3 112 2(3 213 2(2 2(3 213 212 3(3 213 212 513 413 3(2 7(3 513 5(2 D, E,J,K 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 3 2 2 1[3 113 112 213 213 212 213 213 212 313 213 212 413 312 613 4(2 4(2 SPACING BASED ON THE FOLLOWING HEAD -18 1/2° FROM CORNERS JAMBS ABOVE MEETING RAIL JAMBS BELOW MEETING RAIL ANCHORS NOT REQUIRED IN MAXIMIM DIMENSIONS: - 17 1/2" FROM TOP CORNERS AND 25 1/2" O.C. - 6" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) SILL GLASS TYPES: 3/16" ANNEALED) 3/16" HEAT STRENGTHENED) 3/16" HEAT STRENGTHENED) STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) D. 7/16" LAMI - (3/16" ANNEALED,.090, E. 7/16" LAM!- (3/16" ANNEALED,.090, F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, J. 13/16" LAMI IG - 1/8" HEAT K 13/16" LAMI IG - 1/8" HEAT L. 13/16" LAMI IG - 1/8" HEAT ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4' ELCO TAPCONS 2-1/4" ELCO SS4 CRETE -FLEX 3- #12 SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 8. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4° TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 8 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL • • • • • •• • • ' • • .• 1 • •••••• •••• • • •••• • • • • • • • •••.•• •. ApproreKw• .' 1t:°g .itlt • • • ibridSBaidia ,. s • Data ., ��'�► r:. •••• NOM . • - frlT aege Neal Dada •• .. ...•.• • • • • • • • • • • •• • • • • •••••• • • • • •••••• • • • • 00000 ••..•• • ••••• •••• •• • • 2 2.3 • w"asy 1 Oshr +wisher Rawl e I Deb: 1 Ra.rrass F.K K wA NO CHANGE THIS SHEET laaa" G/ 0stx amend By tm: F.K. J.J. 10/10/05 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 P Z Visibly Better ANCHORAGE SPACING, CUSTOM VIEW ink ALUM. SINGLE HUNG WINDOW, IMPACT SH700 acahr =re ova°+• NTS 10 s 11 4040 - 20 Rim A Robert L. Clark P.E. PE #39712 StrucMal OMIS. FL 34274 Row) Br I Dar Ift•-.1x OWr 1/4' MAX • _.L I WWII 111 1 1111111. 1 12•1111.1111111111111111111111. SHIM wnaer Rwklonic F.K 1/24/06 A Drew er Dow dome F.K. 9/1/05 J.J. DETAIL C DETAIL A CONCRETE ANCHOR (SEE NOTE 1) (CONCRETE) -• ..• . . i • - • . s • . . 1 1/4" •• MIN. • OPTIONAL 1x .._ _-,_�;_- W000 BUCK - -"'" � _ , - - (SEE NOTE 3) ~7_1 1/4" MAX - SHIM • •• o ' :(CONCRETE OR CONCRETE BLOCK) 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) TYPICAL JAMB ANCHORAGE ADD NOTE 6 RE FLAT HEAD ANCHORS owe 10/10/05 TYPICAL HEAD ANCHORAGE a EXTERIOR INTERIOR (BOTH HEAD DETAILS) CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1) INTERIOR (BOTH JAMB DETAILS) EXTERIOR 2x WOOD BUCK WOOD ANCHOR (SEE NOTE 3) 1 (SEE NOTE 2) DETAIL B 1/4' MAX. 11/2" SHIM I MIN. (WOOD) 1 1/2' MIN. 1/4" MAX SHIM 2x WOOD BUCK (SEE NOTE 3) 1070 TECHNOLOGY ORIVE NOKOMIS. R. 34275 P.O. SOX 1529 NOKOMIS. a. 34274 DETAIL D Visibly Better (WOOD) 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 2 1/2". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" TAPCONS 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. 5. ANCHORS ARE NOT REQUIRED AT THE SILL. Q 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. WOOD ANCHOR. FH BELOW MEETING RAIL. (SEE NOTE 2) ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT ari.4erc rare are Hai 11 • 11 4040 -20 • • • • •• ••••• • ••••4 • • •••• • • •••• • • • •• • • • • • 9• • • • App.ovcd • • Florida • • Date • • •NOM •• • Sits �. •••• • • •••• • • • • • •••• • •• •• • • • • •••••• • • • • ••••• • 4 ••••- ••••• • • • ,1sIn9 with ilk • • • By Robert L. Clark P.E. PE 039712 Structural •••• MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: • •• • • • • ••. • • • ••• ••.. • ... .. • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • ••• • • • • ..• • • • .. • • . • .... .. • .• • : MAII DAppiCOUNTY. FLORIDA • • • • • •METRO- DADBFLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 . : . . (3t$s375 'l�A b1 •X (305) 375 -2908 anYwlbuildin$codeonline.com • • • • • • • • • • • • 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 05/30/05, 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 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 ANCHORS DETAIL B ", )" AT BOTH ENDS Mi0 AT BOTTOM MULUONS MI) M2) W = W1 +W2 H = H1 +H2 j2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = Hi ANCHORS DETAIL A ANCHORS DETAIL A M3) M4) ANCHORS DETAIL B C" OR D" AT BOTH ENDS AND AT BOTTOMS W = W 1 +W2 +W3 H = H11-1-I2 MULTIPLE WINDOWS MULLED WANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = HI MULLIONS 1 1. THE 33 1 /3X 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) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON– IMPACT APPLICATIONS. 4. REFERENCE – TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE– ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY S o6 HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AA TO THE STRUCTURE. Robert L park. P.C. PE /39712 Structural FOR ANCHORAGE ANCHORS DETAIL B" C" OR D" BOTH ENDS o � --W W i W2 ND ANCHORS DETAIL B C" OR D" BOTH ENDS 1070 7Ea4N0L0GY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Road 9)e F.K. Revel Br F.K. w..• 1 P.J.P. 1M,.: srr../wdd: MULLS MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPEN ING = W OR WI+W2 MULL LENGTH = H • • TYPE, QUANTITY AND LOCATION, REFERO'T TO BE USED ONLY WITH PDT INDUSTRIES PAt?IZJCTS 30/06 IA /06 1 NTS H2 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W • • • • • .. • • •••• • • •••• t�1Y 01EI S . 6 C DO 1£AL Rds shine 1 of 5 ITICIDUCTIOMEWID • Aw'N"s — • • • .••. • • • •• • • •.•• • .••• ••• • • • •. 1" STANDARD WALL, ELEVATIONS F ALUMINUM TUBE CLIPPED MULLION a.••q Na 6220 MULLION • • • • .• • • h T ® \. { w2 H ANCHORS DETAIL B ", )" AT BOTH ENDS Mi0 AT BOTTOM MULUONS MI) M2) W = W1 +W2 H = H1 +H2 j2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = Hi ANCHORS DETAIL A ANCHORS DETAIL A M3) M4) ANCHORS DETAIL B C" OR D" AT BOTH ENDS AND AT BOTTOMS W = W 1 +W2 +W3 H = H11-1-I2 MULTIPLE WINDOWS MULLED WANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = HI MULLIONS 1 1. THE 33 1 /3X 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) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON– IMPACT APPLICATIONS. 4. REFERENCE – TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE– ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY S o6 HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AA TO THE STRUCTURE. Robert L park. P.C. PE /39712 Structural FOR ANCHORAGE ANCHORS DETAIL B" C" OR D" BOTH ENDS o � --W W i W2 ND ANCHORS DETAIL B C" OR D" BOTH ENDS 1070 7Ea4N0L0GY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Road 9)e F.K. Revel Br F.K. w..• 1 P.J.P. 1M,.: srr../wdd: MULLS MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPEN ING = W OR WI+W2 MULL LENGTH = H • • TYPE, QUANTITY AND LOCATION, REFERO'T TO BE USED ONLY WITH PDT INDUSTRIES PAt?IZJCTS 30/06 IA /06 1 NTS H2 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W • • • • • .. • • •••• • • •••• t�1Y 01EI S . 6 C DO 1£AL Rds shine 1 of 5 ITICIDUCTIOMEWID • Aw'N"s — • • • .••. • • • •• • • •.•• • .••• ••• • • • •. 1" STANDARD WALL, ELEVATIONS F ALUMINUM TUBE CLIPPED MULLION a.••q Na 6220 MULLION • • • • .• • • h T Al I rim% i / NI ----W1 W2 =L= W3— w ANCHORS DETAIL B ", )" AT BOTH ENDS Mi0 AT BOTTOM MULUONS MI) M2) W = W1 +W2 H = H1 +H2 j2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = Hi ANCHORS DETAIL A ANCHORS DETAIL A M3) M4) ANCHORS DETAIL B C" OR D" AT BOTH ENDS AND AT BOTTOMS W = W 1 +W2 +W3 H = H11-1-I2 MULTIPLE WINDOWS MULLED WANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = HI MULLIONS 1 1. THE 33 1 /3X 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) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON– IMPACT APPLICATIONS. 4. REFERENCE – TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE– ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY S o6 HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AA TO THE STRUCTURE. Robert L park. P.C. PE /39712 Structural FOR ANCHORAGE ANCHORS DETAIL B" C" OR D" BOTH ENDS o � --W W i W2 ND ANCHORS DETAIL B C" OR D" BOTH ENDS 1070 7Ea4N0L0GY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Road 9)e F.K. Revel Br F.K. w..• 1 P.J.P. 1M,.: srr../wdd: MULLS MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPEN ING = W OR WI+W2 MULL LENGTH = H • • TYPE, QUANTITY AND LOCATION, REFERO'T TO BE USED ONLY WITH PDT INDUSTRIES PAt?IZJCTS 30/06 IA /06 1 NTS H2 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W • • • • • .. • • •••• • • •••• t�1Y 01EI S . 6 C DO 1£AL Rds shine 1 of 5 ITICIDUCTIOMEWID • Aw'N"s — • • • .••. • • • •• • • •.•• • .••• ••• • • • •. 1" STANDARD WALL, ELEVATIONS F ALUMINUM TUBE CLIPPED MULLION a.••q Na 6220 MULLION • • • • .• • • WOOD BUCK PGT ix MULLION 1 2" OR 4" 1 A4ULL= ! CI MIN. MULLION CUP. CUT FLANGES OFF CLIP TO FORM A 1.1" CHANNEL AND INSTALL AS SHOWN PGT 1x MULUO 1" PGT 1x MULLION SEENOTES2& 2 (TYP) 2" OR MIN. /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH W000 BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE #12 SCREW, SEE NOTE 3 FOR 1 " MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 TYP CAL MULLION TO STRUCTURE WITH • NOTES; WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MUIMI—DADE COUNTY, USE ONLY MIAMI—DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE—FLEX MASONRY SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NO IS 2 1/2. MIN. EMBEDMENT: TAPCONS 1 1/4. CRETE—FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE 112 SCREWS, ELCO 1/4" TAPCONS OR 1/4' SS4 CRETE—FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR srucco. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET .3. 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 OUAN777Y OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. F7ND THE APPLICABLE MULL SIZE AND & PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATTON. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. PGT 1x MULLION SEE NOTE PGT lx MULLION— Robert L. Pork. P.E. PE 139712 Sbocturat • TYP CAL. MULLION TO STRUCTURE WITH WOQ BUCK REMOVED FROM CONC.. DETAIL "C" —2 OR 4"--. /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT y - TO INTERFERE WITH EACH OTHER) SEE NOTE 3 . TO BE USED ONLY WITH PGT INDUSTRIES Pg01VUCTS •••• Roved lly: lenesiona • • F.K. 5730/06 D-11001Y 14Q1ES 3 & 5 • • • • F II -r Road Etr: Dram 0,1 FK. D 578/06 c gums 6 ' • . • • IND ES P.J.P. 4728/00 1" STD. WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOI(OANS, FL 34275 P.O. 00X 1529 NOKOMIS. FL 34274 WOOD r BUCK 2h(TYP) iharip SEE NOTE 1 • • 000 BUCK • • • • • • TYPICAL MULLION TO STRUCTURE.JYATH WOOD BUCK AND CONC.. D /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 MASONRY ANCHOR, SEE NOTES 1 & 3 • • • • • • • • • • • • • • • • 11100UCT erfogisvdeb now. 4111011eCsie • Awartars ‘11110011.1 • • • • in* ALUMINUM TUBE CLIPPED MULLION SINN • • • • • • • • • • • • • • • • • • • • • • • • • • • • SerloseLoOst Sc alw Sort 12mOng No. Row MULLS NTS 2 a 6220 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG 11099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 4' 1 x 2 x 1/8 1 11/16 1 x 4 x 1/8 3 11/16 3 MAX. r A 2 I - - - TYP [ ZMIN. 14M AX. 0 MIN. J __ O TWO (2) ANCHOR © FOUR (4) ANCHOR (3)EQ. SP. LOCATIONS LOCATIONS (A - 3/4)/ NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS. PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MW. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: F1L -2902, 2903 AND 2975. Structural 8 - 3 MIN. 1 ---A 1070 TECHNOLOGY DROVE N0x0+•S FL 34275 P.O. BOX 1529 NOV(0IDS R 34274 1 " MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG /1099 Relit R Drown 9r P.J.P. A/2 BMIN. A 1 ONE (1) ANCHOR LOCATION O THREE (3) ANCHOR • • •••• LOCATIONS 48/00 SMq/Ywdwb MULLS 8 3 MIN. TYP. NTS • • • •• • • • • .. .. TO BE USED ONLY WITH PGT INOUSTRIE Pli ° sao /o6 ! 8/06 o >2dSsHr C —RLNSE SPAc1NG Shark a 5 • • • • • • • • ... • • • • •• • • • • • • . •••• • • •••• • • ••• • • • • • •• 1" STD. WALL, ANCHOR LOCATIONS Saw ALUMINUM TUBE CLIPPED MULLION ow+ro No. 6220 Roo 0 NOTE :: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 _ - 1 (TYP) 1 x STD. WALL MULLS MAT'L: 6063 —T6 Robert L Clark. P.E. PE / .39712 Structural P.O. BOX 1529 NOKOMIS. FL .34274 1 4 ~ u P.J.P. 430/00 �ooucT vovsvrso • e••► •rr w Pied* • A••�•� • ▪ • • • • • • • • •••• • • • • •• •• •• •••• • • • • • • • TO BE USED ONLY WITH PGT INDUSTRIES PROQUCTS • • • • • • •••• X 1 - 1 79/06 8- 'CNG i R 1.7. 5x8/06 »e SHT ' • • r,ry • • • • • • • •. • • • 0sc+mNon• 1" STD. WALL, MULLION PROFILES nu•: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 ALUMINUM TUBE CLIPPED MULLION S•rfss/Mod•b Sod►: SA••b Dewing tin. R~ : MULLS 1 X 1 Dewing . 4 a 5 6220 0 T CHART 1. - 1x2x.125 aTY. 8. TYP. ANCHOR CLIP TO OPENING CLIP TO MULL QTY. & TYP. ANCHOR CLIP TO OPENING CUP TO MULL CO z 42 48 50.625 54 60 63 66 72 76 78 42 48 50.625 54 60 63 66 72, 76 78 84 90 96 108 111 144, OPENING WIDTH IN INCHES 50 (2) A (2) B (1) B 129 83 70 57 41 35 30 20 18 (2) A (4) B (3) B 170 170 170 170 170 170 170 142 120 111 88 72 59 41 38 17 60 (2) A (2) B (1) B 115 73 61 49 35 30 26 20 17 15 70 (2) A (2) B (1) B 107 67 55 44 31 27 23 17 15 60 70 (2) A (2)A (4) B (4) B (3) B (3) B 170 170 170 170 170 170 170 170 170 157 160 141 145 127 120 105 102 90 94 83 75 65 60 53 50 43 35 30 32 28 80 (2) A (2) B (1)B 104 63 41 29 24 21 16 (2) A (4) B (3) B 170 170 170 170 143 128 115 95 81 74 59 47 38 27 24 90 (2) A (2) B (1) B 103 61 50 39 27 19 90 (2) A (4) B (3) 170 170 170 162 134 119 106 87 74 68 53 43 35 24 22 100 (2) A (2) B (1) B 103 61 49 38 26 22 18 100 (2) A (4) B (3) B 170 158 127 112 100 39 32 22 20 110 (2) A (2) B (1) B 103 61 49 38 25 21. 18 110 (2) A (4) B (3) B 170 170 170 157 124 108 96 77 65 60 46 37 30 20 19 120 (2) A (2) B (1) B 103 61 49 25 20 17 120 (2) A (4) B (3) B 170 170 170 157 122 106 93 74 63 57 44 28 19 17 130. (2) A (2) B (1) B 103 61 49 38 25 20 17 CHART 2. - 1x4x.125 OPENING WIDTH IN INCHES 130 (2) A (4) B (3) B 170 170 170 157 122 106 92 72 61 55 42 33 27 18 16 160 (2) A (2) B (1) B 103 61 49 38 25 20 17 160 (2) A (4) B (3) B 170 170 170 170 170 157 122 106 92 81 69 63 49 71 59 53 40 31 24 16 Robert L dark. P.E. PE 139712 Structural Vertical Mull Length �Opening� Width Horizontal Mull Opening Width Mull Length Multiple Mul ed Units Mull Length I Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. • • 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE 9,411115',: CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE • “ 1. 3. REFERENCE TEST REPORT F17_-2902, 2903 AND 2975 • 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1y47 .1R 1/4" SS4 CRETE —FLEX, EMBED. (1 Vgt, B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES.PRODQCTS I' C't T r 3 id`s�T�wES 1070 TECHNOLOGY COW NOKOMIS. FL 34275 P.O. 80X 1529 NOKOIN$ FL 34274 C_ 1:84 ES e tee: P.J.P. 53O /os r8/o4 48/00 • • .• •• nooucr aeswes +�14IiwiM _ F � ,� • • • • • • • • • •••• • • • •• • • • •• • • • •••• ••• • • • •• • • • • • • • • • 1" STD. WALL, PRESSURE CHARTS 1 & 2 Mac ALUMINUM TUBE CLIPPED MULLION s«avlad.t MULLS I scak: Shoat NTS 5 «5 I &wing N. 6220 Ron D MIAMI DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 1"X Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30 /06, prepared by PGT Industries, 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 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 renews and revises NOA # 040528.05 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. • • .•• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • ... • • • • .•. • •• • ••• • ' • ' • • ' It11,4Mt-Dipp CgUNTY. FLORIDA • • : MFRO -DA FI IGLER BUILDING ' " • 140'WF T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • (305) 37� X901 FAX (305) 375 -2908 • • • • wartpuihlingcodeonline.com • • • .. • • • • • ... • • NOA No 06-0125.07 Expired= Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 ANCHORS ' j /; 4 H 1 4 V2 H DETAIL "8: V AT BOTH ENDS .,..'D AT 80TTOM MULLIONS ANCHORS DETAIL A W = W1 +W2 H H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W i +W2 MULL LENGTH = HI ANCHORS DETAIL A ANCHORS DETAIL B" C" OR 0" AT BOTH ENDS AND AT BOTTOMS w W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 d: 7 M3) MAX OPENING = H OR H1+112 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = 111 USED IN THE DESIGN OF THIS PRODUCT. M MULLIONS NOTES: 1. THE 33 1 /3X STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. ANCHORS DETAIL B" C" OR D" BOTH ENDS ANCHORS DETAIL "B", C" OR D" BOTH ENDS W a W1 +W2 12) WINDOWS MULLED TOGETHER FOR DETERMINNG MAX ALLOWA8LE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES_ it9DUCTS F K ‘ 5 1 7.30/06 D-ADO 7fOiLS 51! 6 w..d ay. o�y. R.w.M. • F. K. — A00•T£CN.•REfS IND 1070 TECHNOLOGY DRIVE NOKOMIS, R 34215 P.O. BON 1529 M*KOMNS A 34274 B ey: P.J.P. 48/00 MULLION H = Hl +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W • • • • • •• • • •••• • • • .•• • • • • • •••• • • • •• • • •••• • • •••• ••• • • • omlouoK 1" HEAVY WALL, ELEVATIONS nye ALUMINUM TUBE CLIPPED MULLION SoNVIlookt MULLS NTS 1 a 7 tfY1r lisons f _ i i O O. .+:j ■ : .:7 ';1 4In,,- ••• D•_ .9 No 6221 ULLION • • • • • • • • • •� • • WOOD BUCK PGT 1 x MULLIO 2" OR 4' ' MULL= #' MULLION CUP. CUT FLANGES OFF CUP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULUON ANCHOR EMBED. SEE NOTE 2 GT 1x MULLION SEE NOTES 2 &3 i MAY. 2h(TYP) 2' OR 4" /12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULUON (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 112 SCREW, SEE NOTE 3 FOR 1" MULL i" TYPICAL MULLION TO MULL ION INSTALLATION. DETAIL A" SEE NOTES 2 & 3 TYP CAL. MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL. "B 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR '1/4 SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE =� IS 2 1/2" MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE -FLEX 1 3/4" NOTE 1 2. FOR WOOD APPUCATIONS USE /12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" t SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO -CUP 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 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPUCABLE 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 IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. WOOD BUCK REMOVED TO CONCRETE SEE NOTE 1 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 1x MULUON- 1 Raa L Clark P.C. PE Structural IND WOOD BUCK 2h(TYP) oyp SEE NOTE 1 • SEE . NOTE 1 O --2" OR 4 ". TO BE USED Nl Y WITH PGT 1070 =ma= ()RIVE NOKOMIS. FL 34275 P.O. BOX 1329 NCWONI. , FL 34274 Awed By: F.K. Rood [b: F.K. gym sr P.J.P. Tale: .30/06 53/04 4718/00 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" OOD BUCK • • TYPICAL MULLION TO5TRUGTHRt WOOD BUCK AND CONC.. OFTNL_ :0" • /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 • • • • 0•• • • .• •• INDUSTRIES• PRODUCTS imwriew D l' mores 3 & S Kw:gam III C ADD prED.VETAILS #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 mazigralkalWrik • • .ali y •• rooDucraaarrs 0000 • • •• • 0000 •0•• •• • • • • ALUMINUM TUBE CLIPPED MULLION sales/Yoe.r Scale: a1o.Mq Na MULLS NTS 2 a 7 6221 • • • • • • • • • • • • Onay.ea: 1" HEAVY WALL, CLIP INSTALLATION DETAIL 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG 11099 1" MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG /1099 CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 1 1 3/18 1 15/16 1 3/8 3 3/16 M T � 1 L ® TWO (2) ANCHOR THREE (3) ANCHOR © FOUR (4) ANCHOR LOCATIONS LOCATIONS LOCATIONS A/2 MIN.TYP. iMIN. iMIN. O ONE (1) ANCHOR ® TWO (2) ANCHOR LOCATION LOCATION NOTES 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIRC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. (2)EQ.SP. (A- 3/4)/2 MIN. O THREE (3) ANCHOR LOCATIONS - 3 / Robot t. dark. P.E. PE /39712 Struc4+ro1 IN.TYP. (4)EO.SP.0 (A- 3/4)/4 INDU 73 TES 1070 TECHNOLOGY MAC NOra93. a 34275 P.O. BOX 1529 NOKO IS. FL 34274 F.Z Moon Re R P.J.P. 0 SIX (6) ANCHOR LOCATIONS FIVE (5) AA�CAO . ® LOCATIONS"' TO BE USED ONLY WITH PGT INDUSTRIES, pauwas MULLS ?/30/06 5/06 4 8/00 Scot: NTS • • D PIG TH6•SlIT Mir gotemom Short 3 d 7 • • • • • • 0000 • • • •• • • •••• •••• • •• • • • ALUMINUM TUBE CLIPPED MULLION OnmoNg 6221 • • • 1" HEAVY WALL, ANCHOR LOCATIONS • • • •� • • 2 1 3 4 2 1 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 4 70' 3074 PE '� Clark P.E. Shvehaal 3 1 3 1070 111,00.00Y ORNE NOKOMIS` FL 34275 P.O. BOX 1529 NOK0MJS. R 34274 k Rel.Z Drawn Br P.J.P. sa a./re•rt MULLS DJO /06 55/06 48/00 1X 3- 4 • • • • • •. • • • •••• • • •••• •• •• TO BE USED ONLY WITH PGT INDUSTRIES. PRODUCTS frNV SAG TWS•W Rnirkvs • C —NO OIG Ai eSH/ • • • • • • • • •• • • •••• • • •••• • • ••• • • • • • 1" H EAVY WALL, MULLION PROFILES ALUMINUM' TUBE CLIPPED MULLION 4 7 Drawing 6221 • • • • •� CHART 2. -1 x2.75x.375 QTY. & TYP. ' ANCHOR CUP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 (3) B 170 170 170 165 116 99 . 85 65 54 50 40 32 26 18 17 (3) B 170 154 140 126 101 90 77 58 49 45 35 28 23 16 15 (3) B 170 170 170 153 107 90 77 58 49 45 35 28 23 16 15 (3) B 170 150 136 121 i00 84 72 54 45 41 32 26 21 (3) B (3) B (3) B (3) B (3) B (3) B (3) B 170 170 170 170 170 170 170 170 149 170 149 170 149 170 170 134 170 134 170 134 170 146 119 142 118 141 118 141 100 96 96 93 93 ' 92 92 84 80 80 77 77 76 76 72 68 68 65 65 64 64 54 50 50 48 48 46 46 45 42 42 41 38 38 32 30 30 26 24 24 21 19 19 40 40 38 38 36 36 35 35 28 28 27 27 22 22 21 21 18 18 17 17 (2) A (3) A (2) A (3) A (2) A (3) A (3) B (3) B (3) B (3) B (3) B (3) B (3) B 170 161 QTY. & TYP. ANCHOR CUP TO OPENING CLIP TO MULL 42 4s 50.625 54 60 83 66 72 78 78 84 90 OPENING WIDTH IN INCHES 50 (2) A (3) B (3) B 170 170 170 166 145 131 113 86 73 67 54 36 50 (2) A (2) B (1) B 155 129 115 94 87 58 50 30 19 96 18 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 36 60 (2) A (2) B (1) B 142 116 100 32 27 25 20 16 60 (2) A (3) B (3) B 170 170 161 147 127 112 97 73 62 57 45 37 30 25 25 21 21 18 23 23 19 19 17 CHART 1. - 1x2x.375 OPENING WIDTH IN INCHES 70 (2) A (2) B (1) B (2) A (2) B (1) B • 134 ▪ 107 91 81 58 49 43 73 51 44 29 24 22 17 (3) A (3) B (3) B 170 170 170 170 131 112 97 73 62 45 37 30 80 130 102 85 68 47 40 34 28 22 20 16 70 80 90 148 135 116 99 85 65 54 50 40 32 26 90 100 110 120 64 44 37 32 63 62 42 41 35 , 34 30 29 (2) A (2) A (2) A (2) B (2) B (2) B (1) B (1) B (1) B 130 130 130 100 99 99 82 80 80 24 22 21 20 18 17 18 17 16 (2) A (2) B (1) 130 99 80 62 41 34 28 17 15 130 160 62 41 34 28 62 41 34 28 (2) A (2) A (2) B (2) B (1) B (1) B 130 130 99 99 80 80 20 20 16 16 15 100 (2) A (3) B (3) A (4) B 110 (2) A (3) B (3) A A (4) B (3) B 120 130 i Robrt L Clark, P.E. PE (39712 Structural 118 92 (3) A (2) A (4) B (3) B (3) B 170 149 134 76 63 45 37 33 26 20 16 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 26 20 16 160 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 36 24 19 15 1070 TELINOLOOY WIVE NOKOMIS. R 34275 P.O. BOX 1529 NOK0415, R 34274 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 32 24 19 15 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 1S BASED ON OPENING WIDTH. FOR MULTIPLE• UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SLR. SAECT I. 3. REFERENCE TEST REPORT FTL -2902, 290.3 AND 2975 • 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1(4 • OR 1/4" SS4 CRETE —FLEX, EMBED. (4 3 4 B. 112 SCREWS •••• 5. SEE ANCHOR SPACING DETAILS SHEET 3. Swls•AfoAik MULLS Vertical Mull �Opening� Width Mull Length Horizontal Mull Opening Width h IL � Mull Length Multiple Mulled Units Mull Length \Opening Width Scab: NTS • • •• •• • •••• 1 • • •• • TO BE USED ONLY WITH PGT INDUSTRIES ARUAUCTS • it 530/06 & 77MSSHT �.. 1w•e , •••• F.K. 55/06 C -WAKED REVSIO S INol75TR1 • P.J.P. 428/00 • • 1 " H EAVY WALL, PRESSURE CHARTS 1 & 2 •••• • nn•: ALUMINUM TUBE CLIPPED MULLION Sheet Poway N. 5 of 7 6221 • • • e • • 0 CHART 3. -1 x2.75x.650 QTY. & TYP. ANCHOR z b z W CUP TO OPENING CUP TO MULL (3) B ( B 42, 170 48 170 60.625 166 54 152 60 133 63 125 66 118 72 106 76 91 78 84 84 67 90 54 96 44 108 31 111 29 50 60 70 4)B (3)8 (2) B (2) B 170 170 170 170 152 143 135 108 91 54 44 31 29 170 160 148 135 117 110 103 92 TT 84 71 67 57 46 38 26 24 (2) A (4) B (3) (2) B (2) 8 170 170 170 148 169 136 155 124 134 106 126 99 118 93 92 81 77 68 71 63 57 50 46 40 38 33 26 23 24 21 (2) A (4) B (2) B 170 169 156 142 122 114 107 81 68 63 50 40 33 23 21 (3) B (2) B 170 141 129 116 99 92 86 73 61 56 38 29 20 18 80 (2) A (4) B (2) B 170 161 148 133 113 105 97 '73 61 56 36 29 20 18 OPENING WIDTH IN INCHES (3) B (2) B 170 138 125 112 94 87 81 67 56 51 40 32 26 18 17 90 Vertical Mull �Opening� Width 1 Mull Length 1 Horizontal Mull Opening Wfth L Length Multiple Mu! ed Units Mull Length \Opening Width (2) A (4) B (2) B 170 158 143 128 107 99 90 67 56 51 40 32 26 18 17 (3) B (2) B 170 137 123 109 90 83 77 52 48 37 30 24 17 15 100 (2) A (4) B (2) B (3) 8 (2) 8 .. 51;4 , / RowA 1.- Cork. P.E. PE 139712 Structural 110 (2) A (4) B (2) B 120 (3) (2) B (2) 8 (2) B ►070 TECHNOLOGY maw NOKOMIS. FL 34275 P.O. BOX 1529 NOKO IS. FL 34274 (3) (2) B 130 d Dams By: P.J.P. (2) A (4) B (2) B (3) B (2) 8 160 (2) A (4) B (2) 8 170 170 170 170 170 170 170 170 170 157 137 157 137 157 137 157 ' 137 157 141 123 141 123 141 123 141 123 141 125 108 124 108 124 108 124 108 124 103 88 101 88 100 88 100 88 100 95 81 93 80 91 80 91 80 91 85 75 82 73 80 73 79 73 79 63 60 60 58 58 56 56 56 56 52 49 49 47 47 46 48 45 45 48 45 45 43 43 42 42 40 40 37 35 35 33 33 32 32 30 30 30 28 28 26 26 25 25 23 23 24 23 23 21 21 20 20 18 18 17 15 15 - - - 15 - - NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE .UNITS CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEe A -Er 1. .3. REFERENCE .TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1 . OR 1/4" SS4 CRETE —FLEX, EMBED. (1. 3'6•). 8. 112 SCREWS •••• 5. SEE ANCHOR SPACING DETAILS SHEET .3. 530/06 5/06 428/00 S.wWO& Souks MULLS I NTS • • •• •• TO BE USED ONLY WITH PGT INDUSTRIES • P.R,QQIICTS 0-NO CHO THIS Siff R f a ZtD RAMS •• • 1" HEAVY WALL, PRESSURE CHART 3 ALUMINUM TUBE CLIPPED MULLION 6 a 7 • aner9y+r Rseselms • • • •••• • • • •• • • • • • •••• • • •••• • • ••• • • • • • oho mh. 6221 • • • • CHART 4. - 1x4x.375 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR CUP TO OPENING (2) A (4) B (5) 8 170 170 170 170 170 170 166 136 CUP TO MULL ® 427 170 48 170 50.625 170 54/ 170 60 170 63 170 66 170 72 154 76 78 84 90 96 108 111 59 144 27 50 60 (5) B 144 140 128 (5) B (5) 170 - 170 (5) B 170 170 170 170 170 170 170 158 170 131 170 121 170 112 156 157 128 117 108 98 127 94 112 92 64 (3) A (2) A (8) B (4) B (5) 8 (5) 170 170 170 170 170 170 170 170 170 170 170 159 170 150 170 134 170 125 170 121 138 111 112 95 92 78 64 54 59 50 27 22 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 160 148 117 95 78 54 50 22 70 80 (2) A (4) B (5) B 170 170 170 170 154 144 135 120 112 108 98 82 67 47 43 19 (3) A (2) A (6) B (4) B (5) B (5) B 170 ' 170 170 170 170 170 170 169 170 143 170 133 170 125 165 110 (3) A (6) B 140 102 129 99 102 90 (5) B 170 170 , 170 170 170 170 170 148 90 108 86 87 99 83 77 77 73 82 74 67 60 47 ` 42 43 38 19 17 126 116 92 74 60 42 38 17 90 (2) A (4) B (5) B 170 170 170 162 136 126 117 103 95 92 83 (3) A (6) 8 116 106 83 62 62 58 50 50 47 67 54 37 34 15 67 54 37 34 15 Vertical Mull Muff Length Horizontal Mull F Opening With Muff Len - 1 Multiple Mul ed Units A/ull Length - \Opening Width 100 110 (2) A (3) A (2) A (4) B (6) 8 (4) B (3) A (6) B (5) B 170 170 170 170 170 169 150 120 102 93 73 58 47 32 34 34 i 32 31 t 31 i 29 29 120 (2) A (3) A (4) B (6) B (5) B (5) B 170 170 170 170 170 170 157 170 127 170 118 166 106 145 91 115 83 98 80 89 69 69 54 54 44 44 30 30 27 27 130 • 160 (2) (4) B 170 170 170 157 127 116 105 89 81 78 66 52 42 28 26 �T , IN '� , DUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.a BOX 1529 NOKOMIS. FL 34274 . (3),A ..(2).A (3) A (6) B (4) B (6) B (5) B , (5) B (5) B 170 170 170 170 170 170 170 170 170 170 157 170 170 127 170 165 116 165 144 105 144 112 88 111 95 79 93 87 75 84 66 62 62 52 48 48 42 38 38 28 - 25 25 26 23 23 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 15 BASED ON OPENING WIDTH. FOR MULTIPLE." UNIT.S, • CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEA 9HEET 1. • 3. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 • 4. ANCHOR TYPES: A. ELCO 1/4 TAPCONS, EMBED. (1 •1 1/4 SS4 CRETE -FLEX, EMBED. Q•SV' ) • B. #12 SCREWS •••• • 5. SEE ANCHOR SPACING DETAILS SHEET 3. • • TO BE USED ON Y WITH !NDUSTRIE$ F K. x30/06 � SNT • •••• • • • •• • • • • • • • • •• •• •• • • • • er •• • ••• • • • P.J.P. 4 °Bf00 _ • • • • 1 " HEAVY WALL, PRESSURE CHART 4 ALUMINUM TUBE CLIPPED MULLION MULLS Scab: I NTS Shoot •' 7 'Drawing 6221 D