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Home My WebLink AboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED - (772) 462-1553 BY ,S.-Rz St. Lucie CBUnt APPLICATION FOR REPLACEMENT OF Y WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: /0/00 S-R V dLAn 1AA1 . !:�O'R% -77. Ittle16_ FL 2. PARCEL ID NUMBER: 33 27 - '707 - OO za - 000 - 3. DESCRIPTION OF PROJEC OR WORK ACTIVITY: ae_ v n oo F��.4CE�1il tryT 4. TYPE OF STRUCTURE: SFRVl*' MOBILE HOME OTHER 5. OWNERS INFORMATION 6. Name: Address: ZZ'? I AIAD Lk City: dMM ut/1GA State: R . T. Zip: 045 I S Phone: Email:aF2C,04U4-C/ f? &&iZ000.4*7- CONTRACTOR'S INFORMATION FL Reg(Cert#: C86 1 ZS! D$ 4 County Cert #• Business Name: Cnnity C V -0AJ 9Y:&a47 0AJ TAG Phone Number: 7 2 Z • Z$Z - [,3/S Email: C'C ASGO e. OF AGL, • CPO COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # wINnows .. 100A hla 11- 1613- l3 SKYLIGHTS SLIDING GLASS DOOR ® 1,wA h/o f / - 1012. f S SWING DOOR MULLIONS qa AIDA Alo Z - 14 OVERHEAD GARAGE DOOR [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 8'700 s ®O FEES DUE: OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and z ' g. PRINT OWNER OR CONTRACTOR/QU�ALIFIER NAME SIGNATURE O L41 CONTRACTOR/QUAL STATE OF FLORIDA, COUNTY OF . L %6 C ACKNOWLEDGED BEFORE ME THIS 3a DAY OF , 20 , BY WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED s 5 5 a- - 3 '31AS IDErilIFICATION. d` �pR�PVey�, DEANNA GIVENS �SIGNAT�OF -.fotary&* - State of Florida NO ARY TYPE OR PRINT NAME OF N�OIT = My Comm. Expires Dec 16, 2016 TITLE: NOTARY PUBLIC COMMISSION NUMBER `b Commission # EE 858761 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT -MAY RESULT IN ]ff9N=rJ9l4Ij TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN YOUR NOTICE OF COMMENCEMENT. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3882360 OR BOOK 3565 PAGE 495, Recorded 10/01/2013 at 02:43 PM r NOTICE OF COMMENCEMENT Permit No. _[ �� ` d,Z Tax Folio No._ 33 Z7 707 - DO Z4 000 - / State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. Leal DescjfVoo of Property�!and street address if available): General Owner i or Lessee lnfatjllon 1( ee contra for a Impr( Name 4. C / Address 2. Interest in p ope Name and a dr of fee simple titleholder 'f di rent from Own r list d above) Contractor's Nam G D dCT� ti/ /AEG. J J Contractor Address: Phone Number:772.2 Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $ Name and address; N/A Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon wham notices or other documents may be served as provided try section 713._13(1) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to hims r herself, er esignates if . of recel e a copy of e Uenor s Notice a provide lion 71 .13(1) ), Flo' 'Hales. Phone number pe n or entity esig ted o Expiration d e of otice of commencement: (the expiration date m y no be befo a th com I n of onstruction nd final yment to the contractor, t wil be 1 year from the date f re rding unless a diff rent date Is ecified) WARNING TO R; ANY PAYMENT AD BY OWNER AFT R TH EXPIRAT ON F THE NOTICE OF COMMENCE ENT RECONSIDERED IMPROPER PA ENT NOER CH ER 3, P I, S ION 13, ORIDA TUT , N RESULT IN Y YIN FOR IMPROVEMENTS YOUR PROPERTY. OTICE COMMENCEM MUST E RECORDED AN POSTEDON JOB SITE BEFO THE FIRST INSPECTION. IFYOU S N FINANCING, U TH YOUR LEN ORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief.. (Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager O WA/9FM (Signatory's Title/Office) — The foregoing instrument was acknowledged before me this 30 day of ue1(-u2D 1 ? RECEIVED OCT 012013 Property Appraiser - St.Lucie Coup t3�a FL Page 1 of 1 PROPERTY RECORD CARD Linda J Colucci (TR) Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 10100 SPYGLASS LN ParcellD: 3327-707-0026-000-1 Sec/Town/Range: 27:36S:39E Account #: 139793 y� { Map ID: 33/27N Use Type: SF Res Zoning: PUD City/Cnty: Saint Lucie County Ownership and Mailing Legal Description Owner: Linda J Colucci (TR) POD 26 AT THE RESERVE PHASE 1 CYPRESS POINT LOT 22 (OR Address: 2271 Middle Rd 3296-1460) East Greenwich RI 02818 Sales Information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 TRIM: 299800 Land Value: 54800 Acres: 0.4 5/19/2011 325000 0001 WD 3296/1460 Assessed: 299800 Building Value: 245000 10/21/2010 0 0111 PB 3244 / 1253 Ag.Credit: 0 Finished Area: 2432 SgFt 10/21/2010 0 0111 PB 3244 / 1251 Exempt: 6/5/2007 100 01 QC 2845 / 1399 Taxable: 2/10/2000 100 01 QC 1281 / 1273 Taxes: 6071.64 9/9/1997 47700 00 WD 1098 / 0988 39 : UnSkel[MO SLMRas: :18 NYSE 7SE7:1300, (1388) 1SN2575. 34� �1:725, f8'=' ;SPA 28, '10 8 i5 '0 ae4 SAS 10 (2432) 40 8 11 7 ORB 0 1 39 2331) 14 5 13 BUILDING INFORMATION C Exterior Features View: - RoofCover: CT - Conc Tile RoofStruct: HP - Hip ExtType: HA- - HA- YearBlt: 1998 Frame: Grade: A- - A- EffYrBlt: 1998 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 3 HeatType: FHA - FrcdHotAir AvgHt/FI: STD 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth ENC3 - POOL-ENC-HI Y 1 1300 AV AV 1998 1 0100-SF Res LFI -Site 1 SWHI - RES POOL HI Y 1 575 AV AV 1998 PA02 - POOL DK-GOOD Y 1 725 AV AV 1998 SPA - SPA -HOT TUB Y 1 28 AV AV 1998 PHTR - POOL HEATER Y 1 1 AV AV 1998 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. ORZI e /z q /•v ?/,!B lwsr L L__ 4123 http://www.paslc.org/paslc/prc.asp?prelid=332770700260001 8/28/2013 FIB. ropy WINDOW/DOOR SCHEDULE ID NO APPDX OPENING SIZE (WXH) I DESIGNATION TYPE IMPACT PROTECTION REMARKS IMPACT GLASS NEW SHUTTER EXISTING SHUTTER 37" X 63" 25 SH x EXAMPLE -1+ )c -13 pgi— 7—(. SW x 2 64 x 23 TRAMM M ri%6D x 3153 X73 S1 419&); -73 Y a 3 (o S k I 5 1 Z( . )c 73 yp_ 3 (a S7 H X 61 jZy q4p 44) SO Seg D X 7 1 qt, ), -q(. 80130 Sao 'y F-8T72 19 q(o "DO G CID 91 7t)c 73 b9L ZX- 714 ly 10 15.3 x 11 T5-3 x 12 13-1 13131 (®S sw 14133 (.3 151 161 17 18 19 20 21 22 23 24 25 26 27 28 29 30 F E E COPY 0 --——— — — — — —- O Copy MIAM!-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www,miamidade.gov/Dera/ PGT Industries 1070 Technology Drive, North Venice, Ff. 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 and accepted by Miami -Dade County PERA -Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 `—`670HP"Alumanutn ingCGlass!Doors` /`Reiriforcetne s APPROVAL DOCUMENT: Drawing No.PGT0003' Rev C, titled "Series 670 H.P. Aluminum SGD-NI", sheets 1 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 12/02/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. See table 1, sheet 4 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. Nominal 518" max. airspace is applicable for I.G. glazing with Truseal Duraseal spacer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0826.14 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 11-1018.18 Expiration Date: March 24, 2015 Approval Date: December 15, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0826.14). 2. Drawing No.PGT0003 Rev C, titled "Series 670 H.P. Aluminum SGD-Nr,, sheets 1 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 12/02/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09-0826.14) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawingsand.installation diagratra.of:Aluminnm:SSliding:Glass.Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5987 and FTL-5995, dated 08/10/09, both signed & sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011, compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08-24-09 and last revised on 12/15/09, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09- 0826.14) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter dated OCT 11, 2011, compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 1. Statement Ietter of conformance to FBC-2007and no financial interest, dated 08-19-09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.13) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09-0826.14, expiring March 24, 2015. 2. Test proposals No(s) # 09-0177, 0177-A, B & C approved by BCCO. 1 �j ��ti • L V 4 g4 Aoe_ Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11-1018.18 Expiration Date: March 24, 2015 Approval Date: December 15, 2011 E-1 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART PSF G1 -(1) LITE OF 3H8' TEMPERED GLASS. G1A - (1) LITE OF 114' TEMPERED GLASS. G2 -1" I.G.: (1) LITE OF 3118' TEMPERED GLASS + G/8' AIR SPACE +(1) LITE OF 3118' TEMPERED GLASS. SEE TABLES 'I & 1 A, SHEET 4 GZA - l' I.G.: (1) LITE OF 114' TEMPERED GLASS + lir AIR SPACE +(1) LITE OF 114' TEMPERED GLASS. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130D. 3. ANCHORAGE: THE 33113% STRESS INCREASE 14AS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEET B. 4. SHUTTERS ARE REQUIRED. G. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. S. REFERENCES: TEST REPORTS FTL-5987 AND FTL.5895, DATED OM7109 ELCO TEXTRON NOA: 07-0425.01. 03-0225.05, ANSVAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). S. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (108') HIGH WITH A MAXIMUM OF FOUR 4 F7. NOMINAL WIDE DOOR PANELS. SEE EXAMPLE ELEVATION AND PANEL CONFIGURATIONS ON SHEET 7. D.L.O. WIDTH - NOMINAL PANEL WIDTH -7' D.L.O. HEIGHT= NOMINAL PANEL HEIGHT -S25' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 56: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' OR 5110' ULTRACON(FORMERLY TAPCON) CONCRETE SCREWS OR IW ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (GG} 19' ELCO SS4 CRETE4FLEX MAYBE USED INSTEAD OF #12 SCREWS. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1?THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 1W THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BEA MINIMUM STRENGTH OF 600345 AND A MINIMUM OF I/B' THICK. THE ALUMINUM STRUCTURAL. MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SWUl BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIAARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1, SHTS. 4, FOR ANCHOR TYPE 4 ARE ACCEPTABLE G. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD. 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, Heed ead NO u.b. Doeoete IhWkauted QIU I Vm,NdDNU 0b. dh-o. 65n.Fd WM.ftN M Ed NM ldeD. NM Bcs Usawn Vr 1 3N 2 12 1 1N 2 12 1 ZN1 2 M u1r 1 3H I W 1 M I 1 De I 1 3R 1 2 12 12141— H S54 1 llr 1 314 2 112 1 1 IN 1 2 V2 I wUmm dol vae 1 FLs177t Ccncmbdbslry Ibwmmsns snsanry arenas, dswmmsnv Type 11DV. 1a' Bnsmmwd euu nsltl CeO 6 CUlbemn W' Z/00 p1 omuYd CMI sBlu ceSsm vsd mrm,mp m BaaD0d 2106aa.13 xnd d14' I 35DOptl mWalllr FBO. l3co Dmts-Mx SS4 I IW 1 3350PU 1 Emb. - Bnbnd-,d Ed • Edge Clft� Mh - m'*m CONCRETESCREW. 8TREN07HS FyMW.-1S5KSI FubIW.-177KSI NOA DRAWING MAP SHEET JO DETAILS.........._ 3 )RAGE.................. _.4, N PRESSURES.......4 TIONS................ ..._ 7 GURATIONS._. -7 SECTIONS ....._.......a SECTIONS__...._. S LIST ..... .... .... ...... 9 iSIONS.................... 10 gmtuclavillp F dUnxdilit �edyrdlF 1"�•1 I't Oro IV lMlledw� �pp,\� Wao Scm1n( x ,e I a mbx In. 1�y LYNN Mjl((�"�..��ii� p0 In. Bnb Mln. Ed �'%�: JGENSF"•W EIoo DRb-Flex S84 I 131V I z * Nd. 558T05 UNTES9 DWERMSENOTED 1 - 10 MAX. UNIT WIDTH 96" MAX. UNIT WIDTH 146 6/16" I MAX. MAX. , UNIT / / ° " UNIT HEIGHT HEIGHT e 108" 108" L x0, Ox, xx 0xx, xx0, Ox0 ° MAX. UNIT MAX. D w�.or�auycr��swcco �Irrwu UNIT HEIGHT" r�"rtrw�s 1i..r OxxO nun APPROVED CONFIGURATIONS w_ fonlnf C NOGWNGE THIS SHEET iW07EW101D0YOMVC vaegx�ae AJII�I ELEVATIONS A40.%Ztl; (� l- SIONAL,. AL� P.E. SM 0 H ER BIDE LO.WffMB SERIES670_H.P.ALUM.SGD-NON-IMPACT s 1lnemo A PERMlAM10ADECOA9KENT8 8M OS96@➢ RN HP. NTS 2 r 10 PGT0009 08" WIDTH 191 1/2" " 200 3116'TEMPERED 74 20111rTEMPEREo 74 82 82 3I4" N. GLASS 314' NOM. 78 BITE GLASS 78 617E EXTERIOR EXTERIOR 54 54 3l16" TEMPERED - TYPE G1 114 TEMPERED - TYPE G1A 208 1' NOM. 3M6'TEMPERED 209 11NOM. 1/4'TEMPERED 618° AR SPACE 3M8°TEMPERED 74 IW AIRSPACE 74 Ir IW TEMPERED 83 83 ++�.wlLlels t$ �jNL . KTYPEG2A M. OM.+�,.. 79 BIIE S 79 EXTERIOR EXTERIOR111 I u VNN TRUSEAL DURASEAL SPACER 55 :� 4't': '�CENSE''• TRUSEAL DURASEAL SPACER �,: .•* 1" I.G. - TYPE G2 ; * N", seToe 14I01 NO CHANGE }H/sS1gEE! O :a UT! OII •(V� _GIAZING DETAILS o SM OZ7."O R PER MIAMIGRDECOMMEN78 a A' wo V �Ne SERIES B70IR_H.P. ALUM. SGD -NGN-IMPACT ' �'c. ... NAL• G\?` 11M&D9 A PERMMMIOADECOMMENT9 PABQ1ff�Y /I Q89609 R11 � ( SCP9JOHP. NTS 3 r }6 m~ pQTppO3 ALYP.Es5mPE DESIGN PRESSURE AND ANCHORAGE- REINFORCEMENT -HIGH SILL RISER (4.001) 7ABLE7. a HEAD A SILL (H&S) NrMOC( &ASTRAGAL GIAM B1 PLUS ANMM(ITY. PER PANB. > JAMBANCiDROM. Anchor Types: 3M8. TOWERED ft- &1GU.) 1) '7/4° ELCO ULTRACON (FORMERLY TAPCON) (LASS TYT£ G1 &G2 2) -1/4' S84 CRETEFLEX 1N'TaGERM(M6Ao.&LGU.) 3) '5116-ULTRACON GLASS TYPE 01A &G2A 4) '912 STEEL SCREW (G5) 'SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNITHEIGHT 80 84 1 go8 102 8 NOM. U U U z U U �O 1 U WDTHTH� FRAME SIDE O v V (Oi 0 3 N � d d ♦ N � d N � d tf N N N N GLSSTYPE-pppGI.G1q G2, +90-209.0 +00-209.0 +80.209A +90.209.0 +90-205.3 +00.192.5 H&S C8+2 CB+2 C7+2 CB+2 C8+2 C7+2 CB+2 C8r2 C7+2 C8 +2+2 C8 CBr2 C8+2 CB-2 C8+2 C6+2 CB+2 C8+2 JAM03 10 10 10 10 1 10 1 12 10 1 10 12 10 1 10 1 12 10 10 14 10 10 14 GLASS TYPE-G1, GIq G2, G2A .90 -209.0 +90 -209.0 +90 -107.1 490 482.5 .90 _169.9 +90 -159.0 30 � H6S CB+2 C6+2 CSr2 C8+2 6+ C8+2 C8+2 C8+2 CBr2 C8r2 CB+2 C8+2 CS+2 CS+2 CB+2 C8+2 C8+2 Cfi+2 CB+2 JM'. 10 10 12 10 12 10 10 14 10 10 14 10 10 U 10 10 11 GLAS9 TYPE-G1, Giq G2, +90 -171.0 +80 .16" +90 -157.0 +90 461.0 +90 -146.0 +90 -1369 36 HaS C6+2 I C6+2 I C7+2 C6+2 CB+2 C7+2 C8r2 C8+2 CB+2 C6+2 I C6+2 CB-2 C6+2 I CB+2 C8+2 CS-2 I C8+2 I C8+2 JAMB 10 1 10 12 10 10 12 f0 10 12 10 10 12 10 1 10 1 14 10 70 14 GLASS TYPE-G1 +90 -163.0 +90 -142.0 +00 -128.0 1 +90 -118.0 +90 -110.0 +90 -104.0 GLASS TYPE-GIA G2, G2A +90 -163.0 +90.142.0 +90 -1289 +90 -118.0 +90.110.0 +90 -121.4 42 I H6S C6+2 C8r2 C7+9 C8+2 C8+2 C7+3 CB+2 C8+2 C7+2 C8+2 CB+2 C7+2 CB+2 CB+2 C7+2 CB+2JPXB 10 10 12 10 10 12 10 10 72 10 10 12 10 10 12 jl-2[..-2 0 10 14 GLASS TYPE -01 +90 461.0 +90 -140.0 +90 424.0 +90 -113.0 1 +90 -103.0 +90 -942 GLASS TYPE -e JA G2, G2A 1 +90 -161.0 +90 440.0 +90 424.0 +90 -113.0 +90 -118.6 +90 -110.0 Op H&S C6+2 C6+2 C6+4 C8+2 C6+2 C8+3 C8+2 C8+2 C7+3 C8+2 C8+2 C7+3 C8+2 C8+2 CB+3 C6+2 08+2 CS+3 dp JAMB 10 10 12 10 10 12 10 10 12 10 10 1 12 1 10 1 10 1 11 1 10 1 10 174 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL DLO WIDTH a NOM. PANEL WIDTH - 7' r EXAMPLE ON SHEET 5 2. WHEN USING THE 21/2' SILL, POSITIVE DP IS 48.67 PSF MAX AND WITH DLO HEIGHT c NOM. PANEL HEIGHT -8.25�r OH LENGTH 7 THE 31/4' SILL, POSRME PRESSURES IS 60.0 PSF MAX. TABLE 1A (NEGATIVE PRESSURES SBLHT.VSPOS.DP OVERHANG UNCHANGED). SEE TABLEIG TS THIS SHEET. SLL RSE j 3.2HERE1/4'AND 4- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION MBt9R OH LENGTH WHEREAS THE 1 1/2' SILL IS NOTAND MUST ONLY BE USED WHERE WATER CH OH HEIGHT RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE RUSH 1-1 HEIGHT 1 MAY BE USED WHEN THE DOOR LS PROTECTED BY AN OVERHANG COMPLYING LWY 2- 111�� EQUAL TO 1 WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM}, THIS CONDRION M31 3-114 I I ORGREATER IS NOT RATED POR WATER INFILTRATION. HL4M 4 L 4. SEE SHEET 8 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. SBcN0IF91.t 6. DOOR SFLE TO COMPLY WITH IBC EGRESS REQUIREMENTS. SEE NOTE 3 even" RYBiBY.,rr n.NL yLa.. r...L. ILLY lu No. 58705 ; ! A PERMlA49DADE FL3[s1 lu 8G087�'� `01(P.-• ..`4 10 ..,.,. .,.. -.,...,.-••••• ALYfdI Mi"-:P . _ as09 _ =' 3 s PGT6003 P.ED ssms ANCHORAGE REQUIREMENTS NOTES: I. APPROVED ANCHOR TYPES: 1)1/4" ELCO ULTRACON (FORMERLY TAPCON) 2)1/4" ELCO SS4 CRETE-FLEX 3) 6116' ULTRACON 4) #12 STEEL SCREW (06) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE ION SHEET 4: HEAD & SILL ............. 8' MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 2C MAX. ON CENTER SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 6. JAMBS ......................... S' MAX. FROM BOTTOM AND 21' MAX O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. ------------------_---_-- _—_—_—_—_—_--^ SEE CLUSTER DET.• S-W ANCHORS PER PANEL"ARE THOSE INTERLOCK 3.6'MAX ASTRAGAL INTERIOR II 3-1M' a, MAX AT THE HEAD AND SILL BETWEEN CENTERLINE O.C. CENTERLINE CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMS. o 2 04' o I LOCATED ELOW 8' MAX, � 24° MAX. O.C. CENTER OF PANEL EXAMPLE OX(ANCHORAGE PLAN: C5+3 HEAD &S8IANCHORAOEIS PANEL.2TRACK EXAMPLE SHOWN)=(16) ANCHORS TOTAL (3) PANEL, 48" x 96" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES 1 & 2 IN CONCRETE SUBSTRATE EXTERIOR ----------------------------------------------- C8+3 = (38) ANCHORS TOTAL AT HEAD AND AT SILL 3 CB 3 C8 3 CS 3 8" MAX. 108' 21, (14)ANCHORS��,� MAX PER JAMB (SEE,4„m MAX O.C. SHEET 6 FOR CLUSTER O.C. ^ 11.^1�1aV 1,IY Y" A SPACING) . •. . 6'MAX ."24' .,�.". }I MAX. O.. I ,�-JIII IF C.L. ASTRAGAL Iunnpi I-� 191 12' MAX EXAMPLE OXXO ANCHORAGE PLAN: (4) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE '* N", 631os a IMMI C NOCHMGETHL4SNEET fORITEMMOOVAIM N6'OAa ANCHORAGESPACING&EXAMPLEPLANS �AicLYSfSBl�luriNi Ao PESES670H.P.ALUM.SGD-NON-IMPACT c`l .•' PFaseroe vERMwwDAnec 4IAfENB 6Musrw1lnm A ODAECb6EN _TS r.P03 r... 8 EXTERIOR INTERIOR 4.EE- i___�--------------ASTW16lU. SR i --------------------- [--INTERLOCK TRAGACOR (ALL VERT. SECTIONS) CENTERLINE i CENTERLINEALL DIMENSIONS SHOWN 7'MIN. i 7MIN.4.051' I 1.75° MIN. 1ARE BASED ON MINIMUM MIN.1.78'MIN. ALLOWED. 21/18'O.C. O.C. I 2xWOODBUCKTYi i I 2.04'I 1 2,D4' o 1'MIN. ANCHOR NOTE 3, SHT. 1 u ` i E.D. TYP. TYPICAL JAMB CLUSTER i i 3.50°MIN, I 3.60MIN. 1 FOR DETAILS °D°8'E' L_____________ EM � 2-TRACK. ASTRAGAL /INTERLOCK 2-TRACK ASTRAGAL /INTERLOCK 1 SW MIN. 8 ANCHOR CLUSTER 8 ANCHOR CLUSTER MiAX SEE CHART, 3HT.1 —y� i ____ INi. ____________INTERLOCK R __ I " "lul SHIM 1/4' MAX. SHIM WOOD ANCHOR TYP., SEE tx WOOD ANCHORNOTE2,SHT.1 BUCK TYP, DETAIL A, 2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR WOOD INSTALLATION NOTE 3, SHT.1 CONCRETE ANCHORTYP., 1' MIN SEE ANCHOR E.D. TYP. 21l18' O.C. NOTE 1. SHT.1 EXT. 1 EXT. DI 1 318' MIN. 2x WOOD BUCK TYP., SEE Mom'AX ANCHOR NOTE 3, SHT.1 SHIM WOOD ANCHOR TYP.. SEE ANCHOR NOTE 2, SHT.1 DETAILS, 2-TRACK FRAME HEAD WOOD INSTALLATION SEE CHART, SHT.1 21/16' O.C. JAMB 21/1S' O.C. DN SEE CHART, SHT.1 lxWOOD ';+i;.'1?�..F •1, SEE CHART, BUCKTYP. :•ti- .a;•.yi: SHi.1 SEEANCHOR EXT, NOTE 3, SHT.1 MAXI ONCRETE 1 318' MIN. WOOD ANCHOR TYP., SEE 1°MIN SHIM ANCHOR NOTE 2, SHi.1 1/4'MAX SHIM E.D., NCRETE ANCHOR TYP.. SEE ANCHOR NOTE 1, SHT.1 TYR DETAIL F. 2-TRACK FRAME HEAD 2x WOOD BUCK TYP., SEE CONCRETE INSTALLATION 114' MAX ANCHOR NOTE 3, SHT.1 (SEE ANCHOR 1/4° MAX 21118° O.C., TYP. NOTE 6, SHf. i) 21/HIP O.C. (SEE ANCHOR WOOD ANCHOR NOTE S, SHT.1) NCRETE TYP.. SEE ANCHOR 1 3/8' MIN NOTE 2, SHT.1EXT' . 1'MIN I EXT. 2z WOOD BUCK TYP.. SEE ".:•',t;.!' 'w.•• SEE CHART, ..;a: '.,F' r; 3, 21118° O.C.. TYP. ANCHOR NOTE E'D" Imo— DETAIL E. 2-TRACK FRAME JAMB Typ, SHT.1 ,.�.�:;: •V '� CONCRETE ANCHOR TYF:,• •• DETAIL C. 2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 1, SHi.1 SE CHART, WOOD INSTALLATION DETAIL G. 2 TRACK E SILL SHT.1 CONCRETE INSTALLATION J. 12611 1 —G1 NOCtMOETMSHEET �_� a°uneww.n rvwwm. n. unxoe. vJx eµrt® MMQV/;RMYl1 um. Jt3u- rvvry lmr o.q.� 0 + 10 P0T0003 reoeuaUVLUD .w.'Mbti..m.kvA'r P. $ �' 59Y05 IY- rrrrrsSlONA�;�•• PE169706 .E05 16 PANEL LETTER DETAIL W OR'L', SHT. 8 8 ANCHOR DETAILS'D' & V. SHT.B NOTE: 1. MAXIMUM NOMINAL K SWOZE INTERLOCK LOCK4RLE / fDETAIL V. SHT.8 PANELWIOTHFORALL A SINGEto, Lor TIC `� � EQUALS 48•FIOURATIONS INTERLOCK J ASTRAGAL DETAIL TT, SHT. 8 DETAIL'I', SHi. 8 8 EXTERIOR ANCHOR DETAILS'A'. TT& 'P, D LOCKSTS.E ELM SINGLE pNERLOp! SHT. B 191 12° MAX. WIDTH � SEE CLIP 41' MAX PANEL CLIP D.LO. DETAIL BELOW WIDTH M LOCK37¢E INTERLOCK R�Y[ L our INTERLOCK-E"sour PTYPE ANEL PANE PANEL LR A °"L INTERLOCK /( TYPEPANE I I . NAsle&U SINGLE IN INTERLOCK I I 108° DBLO MAX. H7. 4 I I 9WOlE ASMa4L RUMOCK HT. TYP. X—M IN I SEE I TYP REINF. NOTE REINF. P srHGlE FD® INTERLOCK IOptSTfE I 3 ( RLomw wnxtorx , OXXO (2 TRACK) DETAILTi, sHT. B a J TT A8xom � p LOCKBTtE PANEL CORNER ANCHOR DETAILS V & CONSTRUCTION #8 X 1.00° V. SHT. 8 DETAILS BELOW T ABTRATMI CL FD&D Im " IN �' LOCKSiQE pH SMS (OPTIONAL) #10 X 1.26• TEKSCREW SFR® AS7R40AL 0--m LOCKS" OUr &Ikgu�� ly�yyi S FDMD _(] ASTRAGAL �Mxcv LOCK4TIE emb." wa. \2y 11Z5' 4 INTERIOR u�t (ALLPANELTYPES) X1.50' H P PH SMS EXTERIOR PANEL CORNER FRAME CORNER FIXED PANEL CLIP DETAIL DETAIL DETAIL HEAD SHOWN, SILL AAunurl NOTE: APPLICABLE INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL . NV 411 '2A.•J��•..S. %,,� —NOTES: 1. SEE THIS SHEET FOR PANEL WMTH -4B°. SEE SHT. 8 FOR SECTION DETAILS AND SHTS. 4•6 FOR �� REINFORCEMENT REQUIRED AT ANCHORAGE DETAILS. k * No. 68705 ALL INTERLOCKS. 2. MAX DLO WIDTH -41°MAX. MAX DLO HEIGHT =8771W MAX. 3. (1) LOCK (ITEMS 75 & 1 D7-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER liNBOB A MAWDAOECOMMENTS RW/4 u�i@'�'�•••.••NW-1, •• .••••__•••10 1- •••••••••_•"" '•'lll LLI1��1�" A LYNN MUEX, VE p�°`8,� ,yu mrLA N7 • 10 POTOD03 v.f:D Gems EE FIXED PANEL CLIP 62 111 03 61 66 DETAIL, THIS SHEET 74 81 65 SA �/4 INTERIOR s (ALL HORIZ SECTIONS) 07 66 122 121 ' rEXTERIOR 7 75 113 ALL REINFORCED INTERLOCK 16 103 113 Sg DETAIL.r 112 1 y3L I 113 106 105 62 b DETAIL L' ASTRAGAL DETAIL'M' 172 62 51 I ATMIDSPAN 67 48 DETAIL 7C (FMD PANEL) 3' 45 T 40 47 } .083 52 61 11 3° o DETAIL'W SCREEN 2 ATJAMB L a 121 DETAILWSCREEN DETAIL'O'SCREEN 5/18' AT HEAD AT SILL FIXED PANEL CLIP REO'D AT TOP (HEAD) & BOTTOM (SILL) OF FD(ED °0' SILL RISERS OPTIONS EXTERIOR INTERIOR PANELS. SEE SEC7ION'1°THIS SHT.B FIXED PANEL CUP DETAIL ON SHT.7 (ALL VERi. SECTIONS) (SEE D.P. LIMIT TABLE 1q SHEET 4) u 23 21 1B 1 410W 113 5 JI 95105' Iy BB J. FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER0 1LLYIGYD 07 7A7MAX MIMJtiwM O, gw1Y EX'T DLO DETAILT 22 TYR �W r11 69 iB 4.065' 72 OR 73 9.905 2555' 7 IIII tb67 11 �`�011y LYNN `�� 'VCENSF''•"P'��i� FLUSH FLATSILL RISER LOW FLAT SILL RISER MEDIUM FLIT SILL RISER HIGH FLAT SILL RISER 6 * No, 68705 ' OETAIL'H !-O J . 1WlNf} C NO CHANGE THO SHEET :�0 STATE CF( ,� sp y VERTICAL & HOWONTAL SECTION DETAILS 'i (� •. "40RION-" . 6M 072i/f0 B PERMIAMIMOEC011IMENJB MUtDIQ$FL4190 �� s.......... Sk o.e 608 A PER M/A/dIMOECOAO'4EM8 va a4�i:74 SERlES670H.P.ALUM.SGDD-NONdMP4CT NAL � SM OBA7809 SB0674NP. NTS B +fO PGT0003 PEr 68706 P.E REM POT Iao"cragliwD 4I f Isu 11unnl L.Y O�.( `�°ENsP* NOTE: ALL ALUMINUM = 6063-TB `?; y z * i No. 58705 � J-L, on1n1 c NOCH4NGETHISSHEET r074nmoLo3YDRNH A0.BQXf41P NOKOABSRx/174 b '�"°' PARTS LIST :��•'. SUT OF _` '.o'••...... .... Cow 0.LYN�MI P.E. o2Rao PER NMla4 co3nLtEHr3 SER1E3870H.P.ALUM.SGD-NOI�IMPACT s 11nBD9 A P Anw/17AOECOMMFHT8 --a SmCO8'Dd'DD RJ1 Me _ BNOWPItA NTS B r 1D �m !'O7i10D3 Dxg 9 PGT N Desaigirn 1 173W 617308 2-TRACK HEAD 2 173W 8173W 2-TRAq(HEAD WITH SCREEN RAIL b 17314 817914 FRAME SCREW COVER 8 17317 817317 FRAME F6ADIJAMB ADD -ON 7 17304 817909 2-TRACK SELL 8 17301 617901 2-TRACK 6LL WITH SCREEN RAIL 11 17313 617313 FRAME SILL TRACK INSERT 12 17318 617315 FRAME SILL SCREEN ADD-0N 14 179W 8178W 2-7TtACK JAMS 16 17312 8173ffi 2-TRACK JAMB WITH SCREEN PAL 18 17322 817372 SILL RISER-0 18 17318 817318 BLL RISER-O HOLLOW 20 17321 817ffii SILL RISER -LOW FLAT 21 17918 617918 BILL RISER -LOW HOLLOW 22 17355 817355 SILL RISER -M[:D FIAT 29 17364 817954 BILL RISER-MED HOLLOW 24 17320 (i17320 SLL RISER -HIGH HOLLOW ffi 17929 817ffi3 SLL RISER •FOGH FIAT 40 4310 8177b8 SCREEN SIDE RAL-LOCKSTLE 41 7LOCKWGSK SCREEN LOCICSET 42 41818 SCREEN KEEPER SPACE BET 43 Btffi 88162 SCREEN INTERLOCK PR M 4428 84428 SCREEN DOUBLE INTERLOCK 48 4317 0117bfi SCREEN TOP RAIL 48 4318 617257 SCREEN BOTTOM RAIL 47 fiW 75RAZ STANDARD ROLLER 48 689 75RA% STANDARD ROLLER-ST. STL 48 4344 84344 SCREEN A6RNGAL 60 17348 817348 OXD SCREEN A67RAOAL ADAPTER 51 16ffi 616li2 SCREEN SPLRJE-.185 lit 1699 81884 SCREEN SPLOE-.150 69 81B18C20 SCREEN CLOTH fi4 1726 ifY x 4° x 1H8' SfI7N0 BLOCK 88 1728 1° X T X 1NS' Sf7fING BLOCK 200 GLASS 3/1BTEMPERED 201 GLASS 1/47EMPERED 208 GLASS Ki 3H83118 FULLY TEMPERED ZOB GLASS IG 1/41/4 FULLY TEMPERED REM POT Dxp. � POT. N DeecriPtlon 81 17378 817328 PANEL STILE (HEAW DUTY) ffi 17327 817327 INTERLOCK ADAPTOR W 1275 8TP24B VINYL BULB WSTP. -7HW (INSIDE INTERLOCK) 84 1728 71728 SILL END WEATHER87RIP PAD C5 17328 817328 INTERLOCK SCREW COVER BB 17908 817348 INTERLOCK ALUM REPIF. (PANEL-� BB 17998 fi17338 HEAVY DUTY ASTRAGAL ES 17324 817321 TOP B BOTTOM RAIL 70 17350 47735D WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1895 71885 1U2'X1'X9'4'HXIH FIN SEAL DUST PLUGS T2 8163 7B163X TANDEM SL &7L ROLLER AS6Y. 79 8153 78169N TANDEM NYLON ROLLER A6SY. 74 SILICONE DOW 8890R B85 78 81B5 78186% OEMINI MORTICE 3-PLY LOCK WILONO TRIM PLATE 78 N032x1FPF% N7632X7'FL SS SCREW Wl T'PE'f'TfP 77 7703238 10ffi STEEL ZING U-NUT 7B 173GT 817388 SHB a 1N OGEE BEAD HORmDNTAL 78 17357 817957 1' Xi BEAD HORIZONTAL ' ffi 1224 81P247K BLAB WEA7Fe:R31fUP B3 IGTAPE 12'X 1n6' BRIDLE 810E ADHESIVE TAPE FOR q BEAD 100 8062 480R ROLLER ADJ. HOLE PLUG 107 72057 JAMB BUMPER 1ffi 1888 718A8 DUST PLUG 1W 8188 7818®L 1"KEEPER 104 853 7SOKEEP SCREEN LOCK KEEPER 105 77941 8173N F00=D PANELCLIP-8' NO 1W 77352 8173ffi EXTERIOR F08:D PANEL RETAINER 107 1739 71738 HANDLE KR- NfERIOR RAISED WRH 7MIM8 TURN 1W 1740 717 MANGLE KR-WILSEO[7(TERIDR HANDLE 1W 1731 781ffiSN HANDLE KIT-REDES6ED INTERIOR WITH THUMB TURN 110 1792 78178 HANDLE KR-RECESSED E%IERIOR PULL 119 � 710X34PP9DAX N10%3l4° PH. PN. TEK-3,9. 112 1235 87518 W67P, .Z70 X.170•FW SEAL 113 1712 81068 .iB7 %.230 FINSEAL 114 710X11fiPPX N10x11TY 115 710J®PT A70%1' 118 720x1%.. M7420X7°ST. SIL 177 720X11DL M147DX1.6°ST. 87L 121 1739 'O°PAFEL BRACKET 122 N10 %1 1/4' TEK SCREW 1.303' � � 0.718° � 1.050 � 0.83' -y 1.050' � 1.38' 1.003° 0.326• 0.0 � 0.779' 0.76Y 0.290' 1.38° O.OBY 0.082' 0.767' D2�. 0.050° �TERLOCK BCREW COVER FRAME SCREW COVER GLAZING DEAD (SINGLE) 0.0M 0.050" 0.081° GLAZING BEAD (LG.) CLIP (65) MATL: 6063-T6 (5) MATL: 8063•TB (78) MATL 6063-T6 SILLTRACK (79)MArL. 6063-TS FUMAM60 3:M (++)MATL• 6063T8 (105Kv1ATL• 8063•TB 4.48' 8.198' OA81' t3.26- 1 21+• 1.50r 1.304° 6.089' 0.081' 2-TRACK HEAD W/SCREEN TRACK 0.080" 2-TRACK SILL TOPIBOTTOM BOTTOM RAIL (2) MATL• 6063-TB O'23r (7) MATL: BOB&TB (69) MATL• 6063-T8 3.979' Imo- 4° 1.487° 6.721' 2-TRACK JAMB W! 0.OBr�-1F+- 1�, 2-TRACKJAMB SCREEN TRACK 0.075' (141)MATL• 60045 (16) MATL 6063-To 0.133° 1.845' FLUSH FIAT SILL RISER 1.8° 18) MATL• 8p83-TB 1.87r 0.080'2-TRACK id). M LIR EN TRACK 3.125• 0"" HEAW DUTY STILE HEAVY DUTYASTRAGAL 1.019° .1) MAT'L• 8083-TB (68) MArL 6063-76 o osr 5.089' 1.654- 121+"0.080' I-J C 1.2 .081° 2-TRACK HEAD 0.250" (1) MArL: 0063-T6 REINFORCEMENT 0.76T MATL' 608�3. 8 (� 0.760'( ELf'AN LENGTH-9-) )8r 0.087 0.760° 4.055• O.OBY Z55 3.3105 5' 0. SCREEN STILE 0.062r 0.T09 1" (40) MATT: 6083•TS 0.080° A45• 1.888• 1.162' 64' r 0.650- 1,gg3• 0.082• FIXED PANEL RETAINER I� 0.876' 1.739' 108 MATL: 6083T6 SCREEN TOP RAIL ��'p'p��yyl INTERLOCK . (45)MATL 6063-T81,8 (62)MATL'8083-T8 0232• r+lF!DO�Tk�icco7 \\�1��11�o��f•• 11� SCREEN STM. RAIL 0.232° '� �'�4"-r-+S (48)MATL'6063-T6 0232' •�0.908" 3.9W T 3,205' ��aOF1V LIYINIII 1.66T � '� CENSS '•.,9 0.08r 0.062° 0.08r +IFS _ *: No. 58705 •••* PA B4R l NOJ(Q9/$R817f0 10 s 10 FILE Copy M AM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.g v/pera/ PGT Industries 1070 Technology Drive North Venice, 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 and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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. DESCRWTION:fSeries-"SH=600"A uminuin Siugle`_HungWindow_— Nazi APPROVAL DOCUMENT: Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -Impact.", dated 09/21/05 with revision D dated 10/07/11, sheets 1 through 14 of 14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E,, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes. shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the- user by the manufacturer or its. distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-1101.03 and consists of this page 1 and evidence pages E-1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.11-1013.13 Expiration Date: January 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4032-20, Sheets 1 through 14 of 14, titled "Alum. Single Hung Window, Non -Impact", prepared by manufacturer, dated 9/21/05 with revision D dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of Proview aluminum single hung w/integral fin (3/16" temp), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4886, dated 03/16/06, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #06-12II.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window w/integral fin (3/16" temp.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4959, dated 07/19/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA#05-0928 03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. & 3/16" ann.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4655, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA#05-0928.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4658, dated 07/15/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA#05-0928.03) Man el ]Krezl P.E. Product Control xa iner NOA No. 11-1013.13 Expiration Date: January 26, 2016 Approval Date: December 08, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4657, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #05-0105.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" temp. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4656, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #05-0105.01) 7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8"'-grin: IG)', prepared. by Fenestration Testing Laboratory, Test Report No. FTL-4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #05-0105.01) 8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. 3/16" am. & 3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4653, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #05-010S.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 06/08/11 and updated on 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulator ffairs (PERA). Manu ez, P.E. Product Cont of xaminer NOA No.11-1013.13 Expiration Date: January 26, 2016 Approval Date: December 08, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. G. OTHER 1. Notice of Acceptance No.10-1101.03, issued to -PGT Industries for their Series "SH- 600" Aluminum Single Hung Window — N.I.", approved on 01/27/11 and expiring on 01 /26/16. Manuel Per E. Product Control Ekan er NOA No.11-1013.13 Expiration Date: January 26, 2016 Approval Date: December 08, 2011 E-3 GENERAL NOTES: NON -IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 3116'ANNEALED GLASS B. 3I1W TEMPERED GLASS C. 1/4' ANNEALED GLASS D. V4' TEMPERED GLASS E. 13118- I.G.,1/8' ANNEALED OUTBOARD, AIR SPACE, IB' ANNEALED INBOARD NOA DRAWING MAP F. 1311W I.G.,1/B' TEMPERED OUTBOARD, AIR SPACE, 1W TEMPERED INBOARD SHEET G. 13M6' 1.G., 3116' ANNEALED OUTBOARD. AIR SPACE, 3M8' ANNEALED INBOARD GENERAL NOTES .._.........1 GLAZING DETAILS...:_..— 2 H. 13M6' I.G.• 3/16' TEMPERED OUTBOARD, AIR SPACE. 3M6' TEMPERED INBOARD DESIGN PRESSURES...... 35 ELEVATIONS---6 1. 13118' I.G., 3M8' ANNEALED OUTBOARD, AIR SPACE, 110' ANNEALED INBOARD VERT. SECTIONS ............. 7 HORIZ. SECTIONS._....`. 7 J. 13MB' I.G., 3116' TEMPERED OUTBOARD, AIR SPACE, V8' TEMPERED INBOARD PARTS LIST ........... ...... __.. 8 CORNERDETAIL............ 0 2. CONFIGURATIONS: 'OX' (1M, VIEW AND RADIUS TOP, ALL Wl LOW OR HIGH SILL OPTION) _ EXTRUSIONS_.._.._...._.. 8, 0 ANCHORAGE ....___...._....10 -14 S DESIGN PRESSURES: SEE TABLES 1 THROUGH 3, SHEETS 3 THROUGH 6. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130M. S. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E 13W-M C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-MME COUNTY. 4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE DETAILS. 5. MUVA•DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4653, FTL4654, FTL4659, FTL4658• FTL4657, FTL-0658, FTL-46M AND FTL4959. ANSVAFSPA NDS-2001 FOR WOOD CONSTRUCTION ADM-20D0 ALUMINUM DESIGN MMNAI. PRODUCT REVISED imnMYi�wYAemFb�N� & SERIESIMODEL DESIGNATION SHS00. ALSO REFERRED TO AS SH701. � B. THIS PRODUCT HAS BEEN DESIGNED 6TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCVELOCITY9iplNlon A,py — -192"�I(o Dee HURRICANE ZONE ONIM. 41PmAut * r Nyo.5�870�5 Ul�l.el it .' I F.K 2G97 B REPlACE20P/WITH Q/WfENlA01D1f70N AID7EB NDKOfi�RS�D1 I Vidbb BttM °~� p A LYNf�iOALWP.E. II FJL 7I4N6 J.J. now SNeaO NTS 1 r 14 4092.20 FL P.E.B S870S 1 OR 47 I OR 47 39 OR 40 lrr NONL 39 OR 40 VY NOM• L GIASS SITE GLASS BITE (J EXTERIOR INTERIOR r (ALL SECTIONS) 37 ® 37 80 OR 81 82 OR 83 70 70 �-I I—WVANNEALED OR TEMPERED GLASS 1 --9/4"ANNEALED ORTEMPERED GLASS 3/16" MONOLITHIC GLASS 1/4" MONOLITHIC GLASS 1 OR 47 1/2" NOM. 48 GLASS SITE 38 ® PRODUCMHVIS am*o.ft imwe[+mtwe Omidi"gNdo 88 THRU 91 D� I6 70 MB ImN od"Ih"AM 1I8"SPACE"ANNEALED OR TEMPERED GLASS OR AIRSPACE IIII OR 3/1B" ANNEALED OR TEMPERED GLASS ' M3-11 J.FjjsF••,,6p 13116"INSULATED GLASS N4. ssTos .N ramm D NocHmWmssrrgr rusppxXtsp NON019& R,9CIq ETAILS GLAZING D UM. SINGLEHUNG WINDOW, NON -IMPACT %P0 , STATE r 2�: SSlONA4 A P.E. Fx YH&97 C N9twA7ff(SSI#ET Fx asm a NocwwoeTwseNr r �. "m 6 Bete ta"t"in sD F.K 7/4N6 J.A �/.411 2 r 8H800 Ftl1/ 14 092-20 4 FL P.E FL P.E.I 958705 W . 0 MEETING RAIL SH x. LOW SILL OPTION: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. NeonucrREWWD n°R �No 11.10S.1 R°p7rmkm ONa By Men U..... .a0 LYNN 4f, `` VCENBB•':�Np _= * ' N.. 5870r5 %, • •(lu •• Q. I -I• It !F rJ tavrnr D NOc1+wt 7mawEr NONoms,N.sivs P.o.Bgx tG9 NWm7AB,R9@id P T �_ sMc DESIGNPRESSURES 1/1 WINDOWS•.,�YORAD�: SUM. S/NGLEHUNGWIND0W,NON-IMPACT �„M we m„"w 8HM0 (4'f$ 9 - 14 403240 D or : 2: G� '�'Ss/ONAL-LE ``� ALYMS4iAILC�rt, P.E FL P.Ep 68706 i AX ai/eo7 2897 c ca+OirNEcuss7rFEcersaw7aGuisaTYPE o GORREGr+0•f L4S9 TM70 W,64 G 9 74rwb Batror y; FJG -7 7/406 JJ. eMAfi DESIGN PRESSURES BASED ON FLANGE TIP-T0-T1P DIM. (INTEGRAL FIN WINDOWS WI SAME DLO ARE 7"SMALLER) TABLE 1. 111 FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED W/HIGH SILL OPTION WINDOW WINDOW HEIGHT WIDTH GLASS TYPE 28" 38378• 44" 606/8" 63" 7Z" 74" 78- A,C,E,1 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 ,94.8 +78.b -78.6 +76.7 -75.7 +73.0 •73.0 79 f/g" G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +Bp,0 -720.0 +80.0 -714.2 +80.0 -170.1 +80.0 -108.2 B,D,F,H,J +g0.0 •120.0 +80.0 -120.0 +80.0 -120.0 +BD.0 -120.0 +80.0 -120.0 +80.0 -120.0 +g0.0 -f2D.0 +B0.0 -1f9.6 A,C,E,I +Bp,O -1Z0,0 +80.0 -120.0 +g0,0 •120.0 +60.0 -720.0 +BO.D -04.8 +BB.B •88.9 +88.2 -08.2 +83.8 $3.8 24" G +BD.O -120.0 +80.0 -120.0 +BD.0 -120.0 +8D.0 -120.0 +80.0 -120.0 +80.0 -100.3 +80.0 •98.3 +80.0 -928 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +8D.0 -f20.0 +80.0 -120.0 +80.0 -712.8 +g0.0 -108.3 +BD.0 -704.1 A,C,E,I +80.0 -120,0 +80.0 -120.0 +80.0 •120.0 +g0,0 -120.0 +80.D -80,0 +820 •820 +69.1 -69.1 +68.4 -66,4 32" G +80.0 -f20.0 +80,0 -120.0 +80.0 -120,0 +80.0 -120.0 +80.0 -118.4 +g0.0 -80.3 +80.0 -88.0 +80,0 -020 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +gp.0 -f20.0 +BQD -120.0 +g0.0 -101.6 +80.0 A8.7 +60.0 •82.3 A +80.0 -120.0 +80.0 -f2D.0 a80.0 -120.0 r80.0 -105.0 rg0.0 -80.0 +81.3 �f.9 +60.0 -b8.0 +66.0 •66,0 37° B,D,F,H,J +80.0 -120.0 r80.0 -120.0 +80.0 -f20.0 +8D.0 -120.0 +80.0 -120.0 +BD.0 -100.3 +80.0 •94.9 +60.0 @0.1 G +80.0 -120.0 +gp,0 -720.0 +80.0 -72D.0 +gp,0 -120.0 +80,0 -118.4 +8D.0 •89.f +8D.0 A4.4 +80.0 -00.1 C,E, I +80.0 -120.0 +80.0 -720.0 +B0.0 -120.0 r8D.0 -116.0 +80.0 •80.0 +81.3 �81.3 +680 •b8.0 +55.0 •65.0 A +80.0 -720.0 +80.0 -120.0 +80.0 -111.8 +80.0 •91.8 +80.0 •80.0 +81.3 $1.3 +b0.0 �68.0 +65.0 -05.0 �„ B,D,F,H,J +B0.0 -120.0 +80.0 -120.0 +80,0 -f20.0 +80.0 -f20.0 +SL1.0 '-120.0 +80.0 -000.3 +gp.0 •94.9 +80,0 •80.0 G +BO.D -120.0 r80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -118.4 +BD,0 -08.1 +B0,0 $4.4 +80.0 -80.0 C,E,1 +80.0 -120.0 +B0.0 -113.0 +80.0 -107.0 +80.0 -103.0 +80.D -g0.0 +g1.3 $1.3 +68.0 -68.0 +b5.0 -6b.0 A +80.0 -120.0 +80.0 -108.0 +80.0 -95.g +80.0 -85.8 +78.4 -78.4 +61.3 •81.3 +68.0 50.0 +65.0 L5.0 �" B,D,F,N,J +80.0 -120.0 +80.0 •120.0 +BD.0 -120.0 r80.0 -120.0 +80.0 -120.0 +g0.0 -100.3 +80.0 A4.9 +80.0 •90.0 O +80.0 -120.0 +80.0 -120.0 +60,0 -120.0 +80.0 -f20.0 +80.0 -1f8.4 r80.0 $9.1 +90.0 -g4.4 +g0,0 -80.0 C,E, I +80,0 -120.0 +80.0 -104.0 +80,0 4)3.8 +80.0 -88.9 +80.0 -80.0 +61.9 •81.3 +58.0 58.0 +65.0 55.0 A +g0.0 -120.0 +80,0 �8.8 +80.0 •87.8 +78.0 •78.0 +6g.3 •88.3 +81.3 -81.3 +68.0 58.0 +65.0 55.0 q8" B,D,F,H,J +80.0 -120.0 +8D.0 -120.0 +80.0 -120.0 +BD.0 -120.0 r80.0 -1f4.9 +80.0 -100.3 +Bp.0 -94.9 +80.0 •80.0 G +80.0 -120.0 +80.0 -120.0 +80,0 -1Z0.0 +80.0 -N8.0 +B0.0 -f02.t +80.0 -89.1 +B0.0 .80.4 +BD.0 •80.0 C.E. I +80.0 -120.0 +80.0 �.8 +80,0 $3.7 +78.7 -78.7 +70.2 •70.2 +61.3 �1.3 +68.0 •bg.0 +66.0 •65.0 A +BD.0 -f17.7 +80.0 �5.4 +n.o -n.o +BB.B •89.8 +68.6 59.5 +68.4 -68.4 +55.7 55.7 +65.0 •bb.0 W Ue" B,D,F,H,J +80.0 -120.0 +80.0 -f20.0 +80.0 -120.0 +BD.0 -1f3.9 +80.0 419.1 +B0.0 -02.3 +80.0 -97.1 +80.0 430.0 G +80.0 -720.0 +8D.0 -f20.0 +80.0 -111.9 +8D.0 -101.3 +80.0 •SB.1 +80.0 -02.0 +80.0 -87.0 +80.0 �0.0 C,E,1 +BD.0 •117.7 +g0,0 A5A -73.9 +BB.B -89.8 +60.8 �.8 +58.4 •68.4 +65.7 -65.7 +55.0 •b5.0 GLASS TYPES: A. 3/18' ANNEALED E. 13116' I.G., 1/8' ANNEALED, AIR SPACE, 1!8• ANNEALED L f3118" I.G., 3/78" ANNEALED, AIR SPACE, 1/8° ANNEALED B. 3/16" TEMPERED F. 73/18" I.G., 7/B- TEMPERED, AIR SPACE, 1/S' TEMPERED J. 73/18• I.G., 3/18" TEMPERED, AIR SPACE, 118° TEMPERED C. 7!4"ANNEALED O. f3/18° I.G., 3I76° ANNEALED, AIR SPACE, 3178" ANNEALED D. 7/4° TEMPERED H. 13lf6' LG., &18' TEMPERED, AIR SPACE, 3I76" TEMPERED DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM..(INTEGRAL FIN WINDOWS W/SAME DLO ARE I- SMALLER) i ro W ' MEETING RNL x LOW SILL OPTION: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWERAS SHOWN IN THE TABLE NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. PRODUCT RhY M amml7Uo[ •vqh tlm [4mlde BZ e mP+� l6 B7 M am I11111/ �ONy LYNN 4/ 1 i *' Na 58705 •' JI fOD7/if D NOCNANGE DQ4S7ET 00Y0RNB H»mr�,P�wT° P.0.B�(ilS NOI(OM0. Rs7AI _ALUM. °"�` DESIGN PRESSURES STANDARDVlEW SINGLE HUNGWINDOWNON-IMPACT Q •.• STA EOF fl/� "� • ''�rS/QNAIENG�` ALYNuE.ILL�R, P.E ma.oror-CHN FA ZNBD7 a NOCN4NGE7NSSHEET -FA TRO7 B NO C/WJOE7M86HEET Mrtbb Batmr _ ��4032-ZO p ZS FX 7AM 1 �[MrS BNBW 4 r 14 FL P.E,p 58705 TABLE 2. STANDARD VIEW FLANGE, INTEGRAL FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPED WI HIGH SILL OPTION WINDOW WINDOW HEIGHT WIDTH GLASS TYPE 29 3!4' 38318" 44" 60 e!B' 83" 72' 74' 76" 191l8• A,C,E,G,I +80.0 -120.0 +80.0 •120.0 +80.0 -120.0 +80.0 -120.0 +80,0 -88.4 +57.3 -51.3 +48.3 -08.3 +47.6 -07.5 B, D, F, H, J +B0.0 -120,0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.D -1027 +80.0 •G8.8 +BD.O -94.9 �" A,C,E,G,I +BD.O -120.0 +60.0 -120.0 s80.0 -120.0 +B0,0 -720,0 +80.0 -80.8 +46.4 -06.4 +44.4 -44.4 +426 -026 B. D. F. H. J +80.0 -120.0 +80,0 -120.0 t80.0 -120.0 +tSp.O -120.0 +B0.0 -120.0 +Bp.O -828 +80.0 �8.8 +80.0 •BSO sz^ A,C,E,G,I +80.0 -120.0 +BGO -120.0 +80.0 -720.0 +80.0 -120.0 +80.0 -80.0 +44.8 -AA.B +42.2 -02.2 +40.0 -00.0 B, D, F, H. J *BD.O -120.0 +80.0 -120.0 +B0.0 -720.0 +80.0 -120.0 +80.0 -120.0 +80.0 -BB.1 +80.0 •64.4 +80,0 -80,0 A +80.0 -120.D +80.0 -779.D +80.0 -B4.6 +BD.O •93.0 +80.0 -80.0 +44,8 -04.8 +q22 -02.2 +q0.0 -00.0 37' B. D, F, H, J +60.0 -120.0 +80.0 -12D0 +B0.0 -120.0 +60.0 -120.0 +80.0 -12D.0 +B0.0 -89.1 +B0.0 $4.4 +80.0 -80.0 C,0 +80.0 -120.0 +80.0 •120.0 +80.0 -120.0 +80.0 -116.8 +BO,D -BO.D +44,0 -04.8 +422 -02.2 +40.0 -00.0 E. I +80.0 -720.0 +80.0 -178.0 r80.0 -114.0 i80.0 -107.0 +80.0 -80.0 +44.8 -04.8 +q22 -022 +40.0 -00.0 A +80.0 -120.0 +80.0 -109.0 +B0.0 -80.4 +80.0 -88.8 +78.3 -78.3 r44.8 -04.8 +42.2 -02.2 +40.0 -00.0 4a, B. D, F. H, J +B0.0 •720.0 +80.0 -120.0 +80.0 •120,0 +80.0 -120.0 +80.0 -120.0 t80.0 $B.7 +80.0 -84.4 +B0.0 -80.0 C,G +80.0 -120.0 +80.0 •12D.0 +B0.0 -111.2 +80.0 -102.8 +80.0 -80.0 +44.8 -44.8 +q22 •422 +q0.0 -0D.0 E, I s80.0 -720.0 +80.0 -707.0 +00.0 -104.0 +80.0 �8.2 s80.0 -80.0 +44.8 -04.6 *422 -42.2 +40.0 -00.0 A +80.0 -120.0 r80.0 �2.7 +B0.0 -84.6 +80.0 •827 +70.4 -70.4 +44.8 -04.8 +422 -022 +40.0 -00.0 �" B. D. F. H, J +80,0 -120.0 r80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +60.0 •68.1 +80.0 -84.4 +80.0 -B0.0 C,O +80.0 •720.0 tB0.0 -107.2 +60.0 -B7.6 +B0.0 �9.6 +80.0 -80.0 +44.8 -04.8 +422 -022 +40.0 -00.0 E, I +B0.0 -720.0 • +80.0 4t3.2 +80.0 -91.9 +BD.O •89,6 +76.3 -78.3 +44.8 -04.8 +q22 -02.2 +40.0 -00.0 A +80.0 -777.0 +80.0 -88.2 +78.7 -78.7 +74.8 -74.8 +63.0 �9,D +q4,8 -04.8 a422 -022 +40.0 -00.0 48" B. D. F, H. J +80.0 •120.0 +80.0 -720.0 +80.0 -120.0 i80.0 -120.D tfl0.0 -714.7 +80,0 -88.7 +80.0 414.4 +80.0 -00.0 GG +80.0 -117.0 +80.0 4i8.o +eo.o -87.0 i78.3 -78.3 +70.1 -70.1 +44.8 -04.8 +422 -022 +q0.0 -00.0 E. 1 +B0.0 -113.0 r80.0 •82.4 +B0.0 -81.9 +79.3 -78.3 +70.1 -70.1 r44.8 -44.8 *422 -022 +40.0 -00.0 A +80.0 -103.8 +B0.0 414.4 +89.2 68.2 +B8.3 •88.3 +56.7 •68.7 +41.0 -01.0 +40.6 -00.6 r40.0 -00.0 631/8' B, D. F. H, J +80,0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -1132 +80.0 -0B.B +80.0 $1.9 +80.0 •80.8 +80.0 410.0 C,G +80.0 -103.8 +B0.0 $4.8 +78.3 -78.3 +692 �.92 r80.4 $0.4 s41.0 -07.0 +40,6 -00,6 +qp.0 -00.0 E.I +8D.0 -103.8 +726 -726 +70.8 -70.8 +89.2 69.2 +60.4 4f0.4 +41.0 -01.0 +40.6 -00.6 +40.0 -00.0 GLASS TYPES: A. 3l18" ANNEALED E. 13116" LG., 1/8° ANNEALED, AIR SPACE, 1/6' ANNEALED L 13/78' LG., 311@' ANNEALED, AIR SPACE, 7!8" ANNEALED B. 9118° TEMPERED F. 13118" LG., 1/B' TEMPERED, AIR SPACE, 1!B° TEMPERED J. 13/1B• LG., 3178' TEMPERED, AIR SPACE, 7/8' TEMPERED C. 7/4"ANNEALED G. 19/18" LG., 3l1S' ANNEALED, AIR SPACE, 3l18' ANNEALED' D. 7!4° TEMPERED H. 13/7S' LO., 9178' TEMPERED, AIR SPACE, 3/18" TEMPERED DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS WISAME DLOARE I" SMALLER) i W °0. w ww. MINUS SASH HT. MEETING RAIL IH 1 NOTES: 1. WINDOWS WITH THE LOW BILL OPTION ARE LIMITED TOA POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLE NEGATIVE DESIGN PRESSURES ARE UNEFFEC FD. 2. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SW MIN. TO 38' MAX, 3.7W MAX FLANGE WINDOW HT. 76` FINWINDOW HT. HtODDLT99V uo �gpta'ima. Ftm6L Accoytmce N�o �" 1F M�L®u ePmA,cl unu �� y �YNN JV �Oa •�FNSE •.,P a� �+ N° 58705 y` rmD7nr o NDaMNCETrass�r IoroTEaaroLaoromve tID1m10,0.usre FDi�trsm -Arm P D SE PRESSURES, CUSTOM .HT- -S.HT- AL UM. SINGLE HUNG WINDOW,NON4MPACT igs k ��Q, •., S�� 10?c�c • F �SSIONAV.` A LYIiIJ L11LL�4t, P,,. FL P.E.1168705 1swigJr Fx an847 C HodurmErwsarrEEr Fx asm D Noarvroe7wsS)EET• F.K 7=5 JJ. me B lM V4lD{7' 13e�er 1i1"0 a'" ps1jf^ Sh1W NTS b n 14 4030 D TABLE 3. CUSTOM VIEW FLANGE, INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS W/HIGH SILL OPTION (WINDOW HT. MINUS SASH HT.) WINDOW WINDOW HEIGHT MINUS SASH HEIGHT (76" MAX. HT. FLANGED AND 7b" MAX. HT. INTEGRAL FIND WIDTH pLggg TYPE 171/8 2211118 28 3118 33314 39 6/18 4413118 80318 8816I18 A,C,E,1 +60.0 -120.0 +80.0 -120.0 +�,0 -120.0 tB0.0 -120.0 r80.0 -118.0 +80.0 -100.2 *80.0 �7.7 +70.8 -70.8 181/8 B. D. F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 tg0.0 -120.0 +80.0 -120.0 +�.0 -120.0 +80.0 -120.0 p t60,0 -12D.0 +80.0 •120.0 +gD,O -120.0 r80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +60.0 -115.1 A,C,E,I +BD.O -120.0 +80.0 -120.0 +80.0 -120.0 +B0.0 -120.0 +80.0 -103.0 +B0,0 •86.2 +74.1 -74.1 +69.6 -59.5 24 B, D, F, H. J +BD.O •120.0 +80,0 -120.0 +80.0 -120.0 +BQO -120.0 t80.0 -120.0 +g0.0 -120.0 +g0.0 -120.0 +80.0 -118.7 G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +g0.0 •120.0 +80.0 -120.0 +80.0 -120.0 +B0.0 4fg.8 A,C,E,1 r80.0 -111.0 +80.0 •120.0 *80.0 -117.0 r80.0 •94.2 +80.0 -85.7 +74.3 -74.3 +626 $2.8 +49.1 -48.1 32 B. D, F. H, J +80.0 -111.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +8D.0 -120,0 +80.0 -120.0 +BD.O -113.5 +80.0 •97.9 0 +80.0 -111.0 +80.0 -12QD +80,0 -120.0 tg0.0 -120.0 t00.0 -120.0 +8D.0 -120.0 +80,0 -101.8 t78.7 -78.7 A,C,E,I tB0.0 -950 +80,0 -119.0 *80.0 411.9 +80.0 -88.1 +B0.0 -B0.8 *70.8 -70.8 +88.0 -0B.B +48.2 -05,2 87 B, D, F, H, J +80.0 �8.0 t80.0 -120.0 +80.0 -120.0 +69.0 -120.0 ag0.0 -120.0 +BD.O -120.0 +8D.0 -105.8 +80.0 -9D.3 G +80.0 �8.0 +80.0 -120.0 +80,0 -120.0 +80,0 -120,0 +80.0 -120.0 +80.0 -115.3 +g0.0 -95.5 +73.5 -73.5 q r8D.0 -02.0 +B0,0 -108.0 +B0.0 -87.4 +80.0 -81.5 +70.8 -70.g +68.0 419.0 +67.3 �7.3 +43.8 -03.8 � B, D. F. H, J t80.0 -820 +B0,0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.D -120.0 +80.0 -120.0 +80.0 -702.7 +80.0 -87.0 C,E,I +B0.0 •82.0 +B0.0 -1060 +80.0 -103.0 +80.0 -928 +7Q8 -70.g +88.9 •8B.8 +67.3 -67.3 +43.8 -03.8 G t80.0 �82.0 +80,0 +I20.0 +80.0 -120.0 +80,0 -118,8 +BO.D -116.0 +80.0 -718.7 +B0.0 -93.2 +70.8 -70.g A,C,E,I +80.0 -86.0 +80.0 -82.3 +80.0 -81.3 +76,1 -76.1 +69.6 -68.6 +58.4 $B.4 +68.2 -682 +41.9 -01.9 � B. D. F. H. J +B0.0 -06.0 t80.0 -120.0 t80.0 -120.0 +80.0 -120.0 +80.0 -117.9 +BD.O -110.8 +80.0 4)9.B +80.0 C,E,1 +80.0 -85.0 +80.0 •99.1 +80.0 •91.0 +80.0 •86.1 r69.6 �8.6 +58.4 50.4 +68.2 58.2 +41.9 -01.8 O +80.0 •85.0 +80.0 -120.0 +80.0 -109.8 +60.0 -101,4 +80.0 4)8.7 +80.0 4M.B +80.0 -91.3 +88.1 �8.1 A +80.0 -111.9 +60.0 •88.8 +73.3 -73.3 +87.2 $7.2 +61.4 57.4 t49.8 -09.8 +49.0 -09.0 +40.8 -00.8 4g B. D. F. H, J +80.0 -120,0 +80.0 -120.0 +80.0 •120.0 +80.0 -720.0 +80.0 -101.2 +80,0 410.4 +80.0 -8g.0 +80.0 •81.5 C,E,I a80.0 -109.0 +80.0 •822 +80.0 -g1.2 +75.0 -76.0 +61.4 •51.4 r49.6 •49.8 +49.0 -09.0 +40.8 -00.8 O t80.0 -120.0 +80.0 -110.2 +8D.0 -98.9 +80.0 -B$B +80.0 -93,5 r80.0 •80.8 +79,8 -7R8 A +80.0 -98.0 +80.0 -81.8 +84.4 $4.4 t68.B {8.9 +43.7 -03.7 +41.g -01.8 t40.4 -0D.4 631/8 B, D, F, H. J a80.0 •120.0 r80.0 �I20.0 +80.0 •114.8 +80.0 -103.6 +80.0 A5.8 +B0,0 •81.B +80.0 -BD.2 I C,E,I t�.0 -99.0 +72.3 -72.3 +70.8 -70.8 +84.5 •%,6 +43.7 -03.7 +41.8 -01.8 +40.4 -0D.4 O +80.0 -117.0 +8D.0 �.7 +8D.0 434.3 r78.3 -78.3 +71.0 -71.0 +67.8 $7.8 +85.7 $5.7 GLASS TYPES: A 3f16` ANNEALED E. 13I78° LG., 1/B° ANNEALEp, AIR SPACE, 118' ANNEALED L 1311B" I.Q, 3f18° ANNEALED, AIRSPACE, 1/8' ANNEALED B. 3f16° TEMPERED F. 13118° I.G., 1/8° TEMPERED, AIR SPACE, 118" TEMPERED J. 13118' I.G., 3118° TEMPERED, AIR 3PACE, 1/B` TEMPERED C. 1f4'"ANNEALED O. 13116` LO., 9118` ANNEALED, AIR SPACE, 3718" ANNEALED D. 1/4` TEMPERED H. 13/16' LG., 3116° TEMPERED, A02 SPACE, 9118° TEMPERED I\ / 53118" MAX. FLANGED WIDTH (ALL ELEVATION DETAILS) 52 VW MAX. I.F. WIDTH (ALL ELEVATION DETAILS) 40 SW MAX. FIXED OLD (ALL) D_ C� 75° 76" SEEDLO I.F. A A I.F. I.F. TABLE / D� lIEI Hi TABLE O HEI © SEE�DLE O C HEI 7 78' MAX. 76' I TV FLANGED J— FLANGED FLANGED L FLANGED 38 118' HEI HT HEI HT HEI HT BEE OLD TAeLE X j MAXH SEE DLO j S SEE DLO X S E OAX)HEI HT TABLE )= / N E4 TABLE j NO 4 AB 114' MAX. vENr DLo (ALL) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1/1 jT B Est I 76" MAX. I� 75' SEEDLO HEIGHT E� HEI I TABLE SEE DLO j I 76"1 IAX TABLE 0 FLANGED F HEI HT SEE DLOX SA TASLE H SEE DLOTABLE X % SASH HEIGHT HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET B FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B S CARE BASED ON A THREE OVER TWO FORMAT. 8acw�oe,FLa+v� V6la4Bettn_� "°""` s VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2° 343116" B 41 6/8° 41 1/4° C 411/4" 407/8° D 52 51W 6211118" E 62 1/4' 52 5/16" SASH DETAIL LOW SILL HIGH SILL 'A . 341R° 34 3/16" B 277/18° 27UP— C 27 7/16" 27 11W D 16 31W 15314" E 16 3/8° 16 3A1° TABLE 4. i WI e 14 * { H4 66105 .O •. 1E OF '-P0 aom4��aC A LY�IIG�MI(.C�b`P.E. FL P.E.# 58705 ITEM DW4R DESCRPTION PGfR 1 4002A FLANGE FRAME HEAD 812226 2 1165 RB X 1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 812228 5 1628 ADHESIVE OPEN CELL FOAM PAD 7PAD1826 8 4004 FLANGE FRAME JAMB 812227 7 4025 - SASH STOP (ALUMA-71L't) 812244 8 4025 SASH STOP (EGRESS) 1.125 LONG 812244 8 4029 CALDWELL/LLUM4TILT BALANCE, 618• 10 1080 BAL. COVER, RIGID MNYL, 51B" 6[fAI.CVR918 11 RB X.760 PN. PN. 8M6 7834A4 12 BALANCE BOTTOM BRACKET' 7BALTBKT 13 1085 SASH TOP GUIDE, 5l8° BAL. 42604 14 4028.1 CALDWELL ULTRAA.IFT BALANCE, .670• 16 R8X7 PNILLIPS FLATHEAD S. STL 76X1FPAX 18 1080.1 .870 ULTRhLIFi BALANCE COVER BBALCVR670 17 4063 SASH STOP (ULTRA{IFI) 64053 18 4029.1 SASH BRACKET 7ULBRKf 19 R8.12 X72° LG. PH. FH. TYPE F S. STL 7832X12FPFX 20 1088 SASH TOP GUIDE, 11M8• BN.. 42506R & L 21 4064C FRIED MEETING RAIL 84054C 23 4008C SASH TOP RAIL 84008 26 1236 WS'TP.,.170X270BACK FIN SEAL 87318G 28 1086 SWEEP LATCH 71088 27 1018 NO X.826 PH. FL SMS 7868 26 4007 SASH BOTTOM RAIL (LOW9ILL) 812230 30 1226 WSTP., BULB VINYL OTP249 31 4008 SASH SIDE RAIL 812231 34 1288 SASH FACE GUIDE 42507 37 1224 VINYL GlA2. DEAD BULB (THICK) 8TP247W,K 38 1225 VINYL GLAZ BEAD BULB (THIN) BTP248K 39 40140 GLAZING BEAD , 3M881/4. WIO GK 64014 40 404BA GLAZING BEAD, 3M8 8114. WlGRRL KR 844842 48 4067 GLAZING BEAD. 13/16"I.a 84087 47 4071A FRAME. I.F. HEAD 84071 48 -4072A FRAME, I.F. LOW SILL 84072 49 4073A FRAME, I.F. HIGH SILL 64073 60 4D748 FRAME, I.F. JAMB 84074 62 4009 SILL LATCH (EGRESS) (LOWSILL) 784DO9 63 1038 SPRING. SILL LATCH (EGRESS) 78PRN0 64 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 55 1014 SCREEN FRAME (MOR.BVER.) 61014 66 7630 9CREEN CDR NER KEY WIRINGS 71830 57 1831 SCREEN CORNER KEYW/DUTRINGS 71631 6B 1073 SCREENSPRING 7CASP 59 1624 SCREEN SPLINE -.135 DIA FOAM 81824K OO 1835 SCREEN SPLINE -.136 DIA HARD 81636K 81 SCREEN CLOTH aisle 63 505 GLAZING CHANNEL (.866 X.500) 6633402 ITEM OWG.q DESCRIPTION PGIYF 64 1161 #8 X 1.000 PH. BUGLE TEK 708X1 85 FOAM TAPEI/4X12-FORS/18 81412K 86 1208 FOAM TAPE 118X12-FOR 1/4 8130OK 88 4051A - SASH SOTTOM RAIL (HIGH SILL) - 84051 89 505DA FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 AGLA88, 3M 8•ANNEALED 81 B.GLA3S,3N6"TEMPERED 82 C. GLASS, 1/4"ANNEALED 83 D.GLASS,1(4"TENDERED BB E. GLASS, 13M8° 10; 1l8°ANNFALED,NR SPACE, 1/8"ANNEALED 87 F.GLASS, 13M6°IG; 1/8°TEMPERED,NR SPACE, 1/8"TEMPERED 68 O.OLASS,13/18"IG;3118"ANNEALED,NR SPACE,3/18"ANNEALED 69 H.GLASS,13/18"IG;3116•TEMPERED,NRSPACE,3/18"TEMPERED 90 I. GLASS, 13H8" IG; 311B°ANNEALED, AIR SPACE,1/8"ANNEALED 91 J. GLASS, 13/18" 1G; 3/18°TEMPERED, AIR SPACE,1/8"TENDERED A7 0 1 � A 47 FRAME, I.F. Ht D p4D71A 8083•TB 48 FRAME. I.F. LOW SILL R4072A, 6083•TB 290 I'RODUCr IAWA PD eomplyLy wiW OpiloBd° OWIl gCode A°�eeHe 1 2.37 Nxpim[en Dub A � ttioa�l 4 0812 21,0 ` 1 L�� y �YNN Af � ��4 FRAME, I.F. HIGH SILL FRAME. I.F. JAMB ao.56io6 49 R4073A, 6083-TO O R40'74B, 6063-TO = ' d L ly)I( ' �; JJ 1W071ff o NOG UMTHISSHEET `� , N IDNIECNNoumrDDve PAR7SLISTANDFRAMECORNERDETAILS ' o' n., 6 0 0`-4C�=� FJL 7/18917 C NOGNNGE IRIS SHEET NOKOl/18, Flf4glg ' ; V F.K 29Y07 a xoGwN6ennssHEEr P,o.agxfaeo �7 ALum.SINGLEHUNGWINDOW,NON-IMPACT ''�)SSf0NA��.•``�` F 7lUDS J.J./Og N017DIOg. FLgl2it T21bb Better SHEW N73 8 e. 14 ��403240 D AFL P.E.RL(i870& •E �I-�-2.784—1 1.363 662 'II O FLANGE FRAME HEAD 114002A, SOW -TO 1.7ae 2.710 oez —i�D�.J�A00 O SASH STOP O FLANGE FRAME JAMB T #4025. 6063•T6 04004, 6003•T6 (USED AS RADIUS TOP HEAD) 1.342 ,051 165 II .. I11.707 082-_�,.Jll.� 21 FIXED MEETING RAIL 28 SASH TOP RAIL 4C, &4066OS3HD-TB ,& 040060,6063HS-T6 3.448 69 FLANGE FRAME SILL (HIGH) 04050A, 6083.TO 2. 30 �6 I�-2.764—►I O FLANGE FRAME SILL (LO1M #4003C, 6063.76 �05131-�f.7381 17 SASH STOP COVER 94053. 60833T5 VIEW D-D VIEW E-E (1118 VIEW HEAD & SILL. RADIUS TOP SILL) (RADIUS TOP HEAD) FRAME CORNER CONSTRUCTION 1.165 A82�� 1.070 .062 31 SASH SIDE RAIL OSASH BOTTOM RAIL (LOWI R4008, 8083'T5 26 04007. 608346 1�.066' 2a26--� 39 GLAZING BEAD 3/16" OR 1/4" 'MOM, W83-T6 097 .062 2.1 1067 46 GLAZING BEAD 13/18" IG J—.' 888 IFs40e7, sos3-T6 O SASH BOTTOM RAIL (HIGH) 40 GLAZING BEAD 3/16" OR 1/4" t/4051A. 6053•T6 04048A, 6083•T6 (USED W/GRILLKR) PRODUC[Rmsm omla�com It-- /0'3,lg Up UlmeP,oa"a �'YNN Ho.50705 F.K 1 21M FXae aw7/606DJd. No-OBeI1O0H1A75NDETMHENE6i Vldbb Be,mr °e""i1� fl)/H+14 ®ar. 403&20 '�O A. -M E60a3Rb. NPNEtl�6 ANCHOR QUANTITIES FOR 1H FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 28.603 1 34.603 40.603 1 46.603 52.603 1 58.603 64.003 76.ODO ANCHOR WWDOW TYPE: GLASS ppp U a o1 U o U U p U p ��NU'U`��N(i'(i`��N8 U QU o pU QU p pU U 0. `J$ U`ii`�g pU 0 00`�gNU'U��NU'U QU WDTH TYPE 3 B,D,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18125 H,J 1 2 1 2 1 2 2 2 1 2 2 2 2,212 2 3 2 2 2 2 2 9 2 2 2 8 2 3 2 2 3 3 3 3 2 2 3 3 9 4 341. 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AC,E,1 7 2 1 2 1 2 2 2 1 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 _1_ 2 2 _b 2 2 B4O,F,G, 1 1 1 1 1 1 1 1_ 1 1 1 1 _1 1 24000 H,J 1 2 1 2 2 2 2 3 1 2 2 2 3 3 2 2 9 3 3 4 2 2 3 3 3 4 2 2 3 3 3 4 2 2 3 3 4 413 3 4 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,C,E,I 1 2 1 2 2 2 2 3 112 2 2 3 3 2 2 3 3 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 3 212 2 3 PSF 119 119 8,%,G, 2 1 1 2 _1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 32.000 H,J 222222232223232323942333352334343334343334463344 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AC,E,1 1212 -if-2 2 2 2 3 _1_ 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 2 3 2 2 2 3 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 PSF 103 117 119 B,D,F,G, 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 37.000 H,J 222222252333342334342334362934353344463344453444 2 1 2 2 1 2 2 1 2 2 2 2 2 1 2 2 1 1 1 1 1 1 1 1 AC,E,I 2 2 2 2 2 2 2 3 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 2 3 2 3 2 3 2 3 2 2 2 3 2 3 2 2 3 3 342233 PSF 95 108 120 119 B4O,F,G, 2 2 2 2 2 2 2 2 2 2_ 2 2 3 2 2 2 2 2 2 2 2 2 2 2 40,000 H,J 2 2 2 2 2 2 3 3 2 3 3 3 3 4 2 3 3 4 3 6 3 3 3 4 3 5 3 3 4 6 3 5 3 3 4 5 4 5 3 3 4 5 4 6 3 4 4 S 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AC,E,I 2 2 2 2 2 2 3 9 2 3 3 3 3 4 2 3 3 4 3 4 2131314 2 4 2 3 3 3 2 F312T2 2 3 2112 2 3 3 3 4 2 F2 3 13 PSF 87 99 109 119 B,D,F,G, 2 2 2 2 2 2 3 2 2 3 2 1 2 3 2 3 3 1 2 2 3 1 2 1 2 3 2 2 44.000 Hi 2 2 2 2 2 2 3 3 2 3 3 3 3 4 3 3 3 4 3 8 3 3 4 4 4 6 3 4 4 5 3 5 3 3 4 5 4 5 3 3 4 5 4 8 4 4 5 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AC &I 2 2 212 2 2 2 3 2 3 9 9 3 4 2 3 3 4 _z 3 4 2 3 3 4 3 4 2 3 3 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 PSF 79 !f9 90 !00 !f3 1f4 119 B,D,F,G, 2 2 2 2 2 2 3 2 2 3 3 2 3 3 2 3 3 2 3 3 2 3 48.000 H,J 12 2 2 2 2 3 3 2 3 9 3 8 4 3 3 3 4 4 6 4 8 3 4 4 6 4 6 3 4 4 5 41613141415 517 4 4 5 8 2 2 2 2 2 2 2 2 2 2 ff 2 2 2 2 2 2 2 2 2 2 2 2 AC,E,I 2 2 2 2 2 2 2 3 2 3 2 9 3 4 2 3 3 4 3 4 3 4 2 3 3 3 2 4 2 3 3 3 2 4 2 3 3 3 3 4 2 3 3 4 PSF 72 118 82 90 103 103 118 113 B,D,F,G, 2ff2122 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.126 H,J 2 2 2 3 3 3 3 4 3 4 3 4 3 6 3 4 4 6 84 4 6 4 8 3 4 4 6 5 7 4 6 6 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �34 �33 2 22 ACEI 2 2 3 2 3 2 4 2 3 3 4 3 4 2 3 3 4 3 4 2 9 3 3 3 4 2 3 3 3 3 5 2 3 3 4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1W ELCO TAPCONS 2 - llr ELCO SS4 CRETE-FLEX 3412SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD-18112' MAX. FROM TOP CORNERS JAMBS- 1712• MAX FROM TOP CORNERS iW MAX FROM BOTTOM CORNERS 8' MAX BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TOANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (DP LIMITED) MAX PSF 178 PRODULT REVLYBD HEAD 2 emmooa...enu.Rm,w. MAB ABOVE 2 3 DNOr, Ib ARfG RAIL JAMB BELOW PmAst MTG. RAIL A4TG. RAIL � * No. 58105 JAMB BELOW = MTG. RAIL _ _____ �N_'•_ STATE OF , - BO&ff"ZTDPIPIEDSg9AMUMN07B4 NRA 4 "1L 4032,20 A. LYfMLLK PE D P.E50XF W71M 20K 1 10 • 14 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.655 37.165 44.655 1 52.155 69.655 67.155 1 74.655 1 76.000 ANCHORTYPE. WINDOWGIAS$�gOgNO�O�7'ONO�OnfONO�OtvUNp'-OiJ'p� WIDTH TYPE c3l 3 U U U U 0 U U U U o U U U U 00 O O� U U O�iON U 0 0 0 U 0,0 ZO U ofO O 0 U U ONiONU"Q U 0 U U o U PS 113 119 19.125 B, D. F. H.J 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2�2 i 2 2 1 3 2 1 2 2 1 3 P 1 3 3 1 2 2 1 3 2 1 3 9 1 2 2 1 9 2 1 3 3 1 3 2 1 8 3 1 3 3 1 3 2 1 8 2 A.C.E. G,I 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 2 1 3 2 1 2 2 1 2 2 1 3 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 PSF 90 119. 103 fig 24.000 B. D. F. H.J 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 3 1 2 2 1 9 9 1 4 3 1 3 2 1 4 3 1 3 3 1 3 2 1 4 3 1 3 3 1 3 2 1 4 3 1 3 3 1 3 2 1 3 3 A,C,E, G,I 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 J�-23 1 2 2 1 3 2 1 3 3 1 2 2 1 3 3 1 2 2 1 2 2 1 3 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2PSF 68 111 77 ff1B, 32.000 D, F, H.J 2 1 1 1 1 1 2 1 1 2 2 2 1 2 2 1 2 3 2 3 3 2 A 3 1 3 3 2 4 3 2 4 4 1 3 3 2 b 4 2 4 4 1 3121413 2 2 4 4 1 3 2 1 4 3 2 4 4 1 3 2 1 4 3 A,C,E, 2 El: 1 1 1 1 2 1 1 2 ?-2 1 212 2 212. 2 3 3 1 2 3 2 3 3 2 4 3 1 313141 2 3 2 3 3 1 3 2 1 3 3 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 PS 59 88 87 98 109 119 37.000 11,J 2 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 3 3 2 2 3 2 3 3 2 4 4 .2 9 3 2 4 4 3 4 5 2 4 3 2 5 4 2 414 1 3 3 2 5 3 2 4 4 1 413 2- 5 4 2 4 4 1 13 2 5 4 A,C,E, GJ 2 III 1 III 2 1 1 2 2 2 2 2 2 2 2 2 2 3 3 2 2 9 2 313 2 4 4 2 3 3 2 4 4 2 3 3 1 3 3 2 4 3 1 3 2 1 2 2 1 3 2 1 2 2 1 2 2 1 3 2 1 2 2 1 2 2 1 3 2 PSF 64 89 62 69 101 113 119 40.000 B, D, F, H,J 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 3 9 9 2 3 3 2 9 3 3 4 4 2 3 3 3 4 4 3 5 5 2 4 3 3 5 4 2 4 4 2 3 3 2 5 4 2 5 5 2 4 3 2 5 4 2 5 4 2 4 3 2 5 4 A.C.E. G,I 2 1 1 2 1 1 2 1 1 2 2 2 2 212 2 212.3 2 3 2 313 -2 3 3 2 4 4 2 3 3 2 4 3 2 4 3 2 3 3 2 4 3 2 3 3 2 2 2 2 3 2 2 3 3 2 2 2 2 3 2 2 3 3 2 2 2 2 3 2 PSF 49 81 58 81 119 92 102 117 118 44.000 B, D. F. H,J 2 1 1 2 7 1 2 Ill 3 2 2 2 2 2 2 2 2 3 3 3 2 3 3 3 3 3 3 4 4 2 3131414 3 3 5 5 2 4 3 3 5 5 3 4 5 2 4 3 2 5 4 3 5 5 2 4 3 2 5 4 2 5 5 2 4 3 2 5 4 A,C,E, G,I 2 1 1 2 IF_ 2 1 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 3 4 2 3 3 2 3 3 2 4 4 2 3 3 2 4 3 2 3 3 2 2 2 2 3 3 2 3 3 2 3 2 2 33 2 33 2 3 2 2 3 3 PS 46 74 61 74 119 84 94 107 109 114 48.000 B. D. F, H,J 2 1 1 2 1 1 2 1 1 3 2 2 2 2 2 3 2 2 3 3 3 2 3 3 3 3 3 3 4 4 2 4 4 3 4 4 4 6 6 2 4 4 3 5 5 3 5 5 2 4 3 3 5 4 3 5 5 3 5 5 2 4 3 3 5 4 A,C,E, G,I 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 3 9 2 3 3 2 3 3 2 3 4 2 3 3 2 3 3 2 3 4 2 3 3 2 4 3 2 3 3 2 2 2 2 3 3 ft 2 3 3 2 3 3 2 3 2 2 3 3 PSF 41 67 46 67 110 78 85 119 97 98 f12 63.125 B, D, F, FI,J 3 1 1 2 1 1 2 1 1 3 2 2 2 2 2 3 2 2 4 3 3 2 3 3 3 3 3 4 4 4 3 4 4 3 4 4 4 5 5 2 4 4 3 5 5 3 5 5 2 4 3 3 5 4 3 5 5 2 4 3 3 6 5 3 5 6 2 4 3 3 6 5 AG.1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 O,I 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 2 3 3 3 4 3 33 3 3 4 2 3 3 3 3 I 3 19 111 3 I 3 1313121213131313131213131 1. ANCHOR TYPES: 1-1W ELCO TAPCONS 2 -114' ELCO SS4 CRETE-FLEX 3-012SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -1810 MAX. FROM TOP CORNERS JAMBS -171Jr MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (DP LONTED) MAX PSF }f7 PADDucrBBVLSED HEAD 3 Bm1 wee 'mn'°Flwl°° JAMB ABOVE[3 3 Acapuota No b Po4G. RAIL ExMmtlon Dtic JAMB BELOW BY. om,e,omn MTG. RAIL (FULLDP) unu HEAD 2 �` 1LYNN.. �pN ....NN , '' JAMB ABOVE 3 2 JO£nsF MTG. RAIL T` * ' No.58705 JAMB BELOW MTG. RAIL _ �.D '•,. to t01tl STATEOF :,rA�� .•.:gOR QP AG\F VDARD VIEW FJC T/ftMl7 8 B(XDAD'AlW DPLMDED8�8MIDMOD.NOTEI PA. B9�T162Y •••• ;••••••�••••• •••••• ••••• •• -•�i i •�•�•u_�TT•- en mc. NOIfaNp,R507T4 VirTb�r Baarr °irfOM °i"�� ALYNtr Xillr'.w P.E. FK 7M,D5 _ _ J.L 8/1VD6 BNBPD N75 11 14 4032,20 O FL P.E.# 68708 i munnunnnnnnnnnnnnnnnnnnnn EMU MumWH UUM "0s IHu nMu�n H n m mumnnn®nononpnpnommpnnnpnnpnnnonp"pnpno ®nnummnnnn�fl�1m�1lIlt1nmm�tr7tlnnn �iifil�EiriFfCl�iLi7Ffb7�ffL]�ifL]��- rrr mu_n_nuuHn"u"UH©H©HHHp"H_u_m_np mpn ' iG(rl�[j]-Ff��ffil�� {��rslr�Gi�i[iJIFLZI� �['SI�EJ [lffFJl''.1 W ifll[':l[LYi�(ilfl4i�[J�ffl]�� rrr �t ®f�1i.��E�i� E �t©©��©�©�t©©7��1�©©1t1�©©•l©�©©©©� [J�fL�J [3lFfE7t/l�]FiLJ[�l[27[fl]Ejl[:��[Sl©�©�fllJ(c�� mMunn" � 7��c��cyyi7©�� m�unnH munumn num©u©nnum""©© um ��iLf1fLJ�iLYlffl rF.�FCYI rrr[1ififl7fLJ[r>•�tL7[il�[Il��icrJ� WORD IUAM MIUM� Mc C�f1f1i1�E1 �]�c �c 1. ANCHOR TYPES: 1.1/4'ELCO TAPCONS 2 - IW ELCO SS4 CRETEFLEX 3-N12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS FOR ABOVE THE MEETING RAIL• HEAD -18IW MAX. FROM CORNERS JAMBS -17IM MAX. FROM TOP CORNERS 111/!' MAX ABOVE THE MEETING RAIL &INSTALL PERTHE ADJACENT TABLE ANCHOR QUANTITIES FORABOVE THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE THE SASH HEIGHT TABLE ON THE NEXT PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WNDOWS. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 sw MIN. T03r MAX. S. DESIGN PRE86URE LIMBED: SQE BLOCKS OF THE ADJACENT TABLE WITH A BOID ITALICIZED VALUE ABOVE THEM; INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPAONG LIMITATIONS. OTHER- WISE, THE MAXIMUM DE81GN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (DP UMrrED) emtaWCom _ MAX PSF !f2 2 D' Promrt HEAD JAMB ABOVE 2 MrG. RAIL n n u (FULL DEP) �� JcEHse •, ,k'�, HEAD 2 JAMB ABOVE[ = * 1 * LY MTG. RAIL Ai, tl 4o_ FJLf TiBM B BDIDAIfAUC�BPLWMSlZM&BMMN0TE6 P.4B�t1�� ,r HOK018B,R11274 LZ/bp Batar 01""" �"` °"""' A.Lrn d-:. P.E. FK 7/deb JJ. �U85 elm'W HITS 12 s 14 4032,20 0 FL P.E.p 68788 ANCHOR QUANTITIES BELOW MEETING RAIL (JAMBS), CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLES. SASHWfGHT SUBSTRATE: IZ776 16.778 10.778 1 21.778 24.778 1 27.778 1 30.770 31.108 ANCHOR OW WIDTH MNC PSF Q ,�; 2S 3 ^ I U ^ 1 Q a 3 D ^ 6 Co N e 5 ^ I ^ 0 0 QQ 333 g 5� Q 33 0 t5 0 0 0 S 0 -120 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 1 2 1 3 3 2 3 -110 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 AS 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 2 2 3 2 -2- 19.125 80 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 55 1 1 1 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -50 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2.2 2 2 -120 2 2 2 NA 2 2 3 2 2 3 2 3 3 2 3 4 2 3 4 3 4 4 3 4 •110 2 1 2 2 2 2 3 2 2 3 2 2 3 2 3 4 2 3 4 2 3 4 2 3 24.000 5i 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 50 55 2 1 1 111 1 2 2 1 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 -50 1 1 1 1 11 1 1 1 2 1 1 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 -120 NA 1 2 1 2 NA 2 NA 3 3 3 3 3 3 4 3 4 5 3 4 5 3 4 5 3 4 •110 2 2 1 2 NA 2 NA 3 2 3 3 3 1 3 4 3 3 4 3 4 4 3 4 1 4 3 4 32.000 -95 2 2 2 NA 2 2 3 2 3 3 2 3 3 2 3 4 `2 3 4 3 4 4 3 4 50 -65 2 2 1 1 2 2 2 2 2 1 2 2 3 2 2 2 2 2 3 3 2 2 3 2 3 9 2 2 3 2 3 3 2 2 3 213 4 2 2 3 2 4 3 2 2 3 2 -50 1 1 1 2 1 112 1 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 -120 NA 2 NA NA 2 NA NA 3 3 4 3 4 5 3 4 5 3 5 5 4 5 6 4 5 -110 NA 2 2 NA 2 M4 3 3 3 4 3 3 4 3 4 6 3 4 6 3 5 5 3 6 -95 2 2 2 NA 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 -80 -W 2 2 1 1 2 2 NA 2 2 1 2 2 3 2 2 2 3 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 4 3 3 2 3 3 4 3 3 2 4 3 SO 1 1 1 2 1 212 12 2 2 2 3 212 3.2 2 3 2 2 3 2 3 -120 NA 2 NA NA 2 NA NA 3 NA 4 3 4 6 3 4 5 3 6 6 4 5 6 4 5 •110 NA 2 NA NA 2 NA NA 3 3 4 3 4- 5 3 4 5 3 5 5 3 5 5 4 5 40.000 -95 NA 2 2 NA 2 NA 3 2 3 4 3 3 4 3 3 4 3 4 5 3 4 6 3 6 -80 -65 2 2 2 1 2 2 NA 2 2 2 2 2 3 3 2 2 9 2 3 3 2 2 3 3 3 3 3 2 3 9 4 3 3 2 3 3 4 3 3 3 4 3 4 3 3 3 4 3 50 2 1 1 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 -120 NA 2 NA NA NA NA NA 3 NA NA 3 4 5 3 5 8 4 6 8 4 6 6 4 8 -110 NA 2 NA NA 2 NA NA 3 NA 4 3 4 5 3 4 8 3 5 B 4 5 6 4 6 -85 NA 2 2 NA 2 NA NA 3 3 4 3 1 4 3 4 6 3 4 6 3 6 5 3 6 -80 -85 2 2 2 1 2 2 NA 2 2 2 NA 2 3 3 2 2 3 9 3 3 9 2 3 3 ! 3 3 2 3 3 4 3 3 3 4 3 5 4 3 3 4 3 6 4 3 3 4 3 -50 '2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 9 -120 NA 2 NA NA NA NA NA 3 NA NA 4 4 NA 4 6 6 4 8 7 4 8 7 5 6 -110 NA 2 NA NA NA NA NA 3 NA NA 3 4 6 4 6 6 4 8 6 4 8 -95 NA 2 NA NA 2 NA NA 3 NA 4 9 4 4 3 4 6 3 6 8 4 5 50 2 2 2 NA 2 NA NA 2 3 4 3 3 4 3 4 4 3 4 5 3 4 -85 2 i 2 NA 2 2 3 2 3 3 2 3 3 3 314 3 3 4 3 3 50 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 3 3 •120 NA 2 NA NA NA NA NA NA NA NA 4 NA NA 4 6 NA 4 ffl3 7 7 5 7 -110 NA 2 NA NA NA NA NA 3 NA NA 4 NA NA 4 , NA 4 8 7 4 8 -96 NA 2 NA NA 2 NA NA 3 NA NA e { 6 4 4 e 4 6 6 4 0 63.125 -80 NA 2 2 NA 2 NA NA 3 3 4 3 4 4 3 4 5 3 5 5 3 6 55 2 2 2 MA 2 2 3 2 9 4 2 3 4 3 3 4 3 4 4 3 4 •60 2 1 2 2 2 2 3 2 2 3 2 9 3 2 3 3 2 3 4 3 3 ANCHORAGE NOTES: 1. ANCHORTYPES: 1-114•ELCOTAPCONS 2-1/4• ELCO SS4 CRETE-FLEX 3-Y12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS FOR BELOW THE MEETING RAIL JAMBS - B• MAX BELOW MTO. RAIL 16• MAX FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR BELOW THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE TABLE ON THE PRECEDING PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 5. SASH SIZE BLOCKS OF THE ADJACE4TTABLE WITH A BOLD ITALICIZED 'NA' IN THEM, MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION IS NOT AVAILABLE FOR THE RESPECTIVE MAX PSF. VRODUCTRUVISED m—aNR{wiO ft Flam mum.. co ��m°Ilm,me - 16 Ml Mlim' PmMel TABLE KEY �` N� `•' ' "' %. JAMB BELOW MTG. RAIL = * No. 88705 2 FJC T.677 B BO1D9?ALICD2?1WSELELT3IIE8AND MOANOfEb P.Q Rgp11644 ••-•••••--•• ••-•--.-•.-. II ,,,, Napwn3,Ruaa T?rlbjy Bpu "11"` """" A. LYNu MILL't`n, 1 P.E. FX 7NN6 J.J. 921N6 _ _ _ _ sncm AlTS 19 r f4 4032.20 O FL P.E.# W705 _ EXTERIOR INTERIOR ALL HEAD AND SILL DETAI ) CONCRETEANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE I) 2x WOOD BUCK WOOD ANCHOR (SEE NOTE 3) (SEE NOTE 2) .� 13/B•MIN., 1/4'TAPCON h3/4' MIN.,1/4• CRETE-FLEX OPTIONAL 1. t 31B° WOOD BUCK I MIN (SEE NOTE 3) —L 114° 1/4• MAX. MAX SHIM SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 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 1314". M 2. FOR WOOD APPLICATIONS IN WMI-DADS COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4' SS4 CRETE-FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1xARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE I l2' THICKORGREATER NWALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISOICDON. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 606346 AND A MINIMUM OF 1I6' THICK, THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SITE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE AN12 SHEET METAL SCREW WITH FULL ENGAGF,MENT INTO THE ALUMINUM. IF THESE CRRERW ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORTAPOONS MAY BE USED. 5. ANCHORS ARE NOT REWIRED AT THE SILL OF FLANGED UNITS. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 012 TRIMFIT HEADS. 1 1r4' 1 3/8' 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT I..� WITH OTHER DISSIM[LAR MATERIALS SHALL MEET THE REQUIREMENTS OF FM 1/4'MAX SHIM +I Lr-I MIN...I 1/4'MAXSHIM+I MIN. CURRENTEOITON, SECTION 20039A(SUPPLEMENi 2008). CONCRETE ANCHOR I O WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL (SEE NOTE 2) RAIL (SEE NOTE 2) 3.35 KSI MIN. CONCRETE INTERIOR r„i• OR iJi KSI MIN.CMU (ALL JAMS DETAILS) EXTERIOR lx BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) , DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE L va• MAX.— _ SHIM I I tr WOOD FRAME MAX SHIM 1•RODUCI'RSVISBD WOOD FRAMEI'l �WYI.O&.iIb8+F7uid� "T umla� CoN .131'CIA. MIN. I c I'IO 3 I6 x 212• NAIL, AT CORNERS •1x2 NAIL, AND 5'O.C. Mai® me AT CORNERS D FRAME AND 6' O.G P13. III1/4° x212NAL, ; J y 1,VNN �• AT CORNERS . ON .•••..• •... F� SHIM ANDS°O.C. AR .'JGENSE .••.*�� DETAIL F, (HEAD) DETAIL E. (JAMB) DETAIL G, (SILL) 3* 140•55705 TYPICAL INTEGRAL FIN ANCHORAGE _ * ' U a' t o roUL i Or, JI IOM7111 D NO CIIANGETHISSHET ^+I"• p • ST^7EOF t =` IoroTEClwoLooroANe ANCHORAGE DETAILS O��, FLOmo°•�G� FJG 7JiS97 C NO GIANGET71l8 EI�T NoxO6O, IL3Wa �C- ••••••••• �. ALUM. SINGLE HUNG iMNDOW NOMMPACT SSIONA'\ . FJL 2ErD7 B SPEC/FYFB WRREN7EDITRJK NDIE7. PA.B(CH 342 �� NOx0109,R]194 wrrAb Betmr '�"" A. LYI�i 4hlll {Z, P.E. F.K 7/405 JlA75 8X6P7 NTS 14 + 11 403&20 O FL P.EJ)58705