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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: / 0' / S I PERMIT NUMBED /O %R . 0 /," -. ` l PLANNING & DEVELOPMENT SERVICES DEPARTMENT p BUILDING & CODE REGULATIONS DIVISION o o 2300 Virginia Avenue S Fort Pierce, FL 34982 CA/� (772) 462-1553 St By E® APPLICATION FOR REPLACEMENT OF �ucie County WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS LOCATION/SITE ADDRESS: 356Z GE.DjW61..,E RD., 1:-Tt-r-4 ER F 34950 2. PARCEL ID NUMBER: 13Z - (Z j - �Z — - O . DESCRIPTION OF PROJECT L-,�v w r , TYPE OF STR CTURE: SFRy 5. OWNERS INFORMATION Name: -go 5h i 171 Laakl-a nn Address:r1 7-35 lV W JAKF_ C+. - City: R . %. LUL1E, State: rL, Zip: 349a G - Zl 1] Phone: 7 7 Z - 201. 7655 OTHER 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: C$C • 17-5 7 Z 4 3 County Cert #: Ze-4:0a Business Name: 1610- 4 RM Ae- @JEO Phone Number: 77T - &M - 2 7-44 Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # i-. 7599. i 120 mph 1130 mph 1140 mph 511AZAL ffioo Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ .4(o8I _ ZZZ. FEES DUE: RECEIPT: 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 an g. PRINT QUALIFIERS/OWNERS NAME SIG : QUALIFIE OWNER STATE OF FLORIDA, COUNTY OF S L e ACKNOWLEDGED AV j THIS DAY OF g , 20 � BY HAS PRODUCED fr'"''�v AS IDENTIFICATION. ef SIGNAVOR'E OF NOTARY TITLE: NOTARY PUBLIC N �i • 9011I�07 �� W HERVEJAESPERANCE Notary Public, State of PaWa Commissiong DD638102 TYPE OR doxopf ieVires Mar. 25, 2011 COMMISSION NUMBER 1 TO ME OR WHO NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division 2300 VIRGINIA AVE. FORT PIERCE, FL 34982 (772)462-1553 PERMIT RENEWAL REQUEST ADDRESS: '35LZPERMIT NUMBER: I Iy �z - 61,53 r---- I, ' D e E AM REQUESTING THAT THE ABOVE PERMIT IS RENEWED FOR 1 ONTHS. I UNDERSTAND THAT I MUST SCHEDULE AND PASS ALL REQUIRED INSPECTIONS FOR THE PERMIT TO BE FINALED. FURTHER, I UNDERSTAND THAT THIS IS A ONE TIME RENEWAL AND THE PERMIT SHALL EXPIRE SHOULD I NOT RECEIVE A PASSING INSPECTION DURING ANY SIX MONTHS PERIOD DURING THE RENEWAL PERIOD. OWNERBLDR O RA TOR SIGNATURE DATE( r STATE OF FLORIDA, County of ACKNOWLEDGED BEFORE ME THIS I .Si' DAY OF _ d1cbCe- , 20- I BY t Wl.o` *tq 1Z Mg Q G WHO IS PERSONALLY KNOWN TO ME , OR HAS PROVIDED FL DIL (AC, AlgSb WAo 65 VSr D AS IDENTIFICATION. STATE OF FLORIDA, County of SIGNATURE OF NOTARY FOR OFFICE USE ONLY: COMMISSION NUMBER SEAL RENEWAL FEE: $ ?/ �0 No. of Open Inspections v =Total No. of Inspectionsy = �O %o-f Open Inspections). ry Id Original Permit Fee $ /0 '�� x Open Inspections (%) _ $ /-' 6 (Renewal Fee). Example: [15 _ 23 = .65(%)] $175.00(permit fee) x .65(%) = $113.75 (Renewal Fee) SLCPDSD REV 4/11/2011 37o asyz �s62 �cnn;�e tt - La.�raw� u Florida Building Code Online __ Page 1 of 2 �;i�..'n"l� •�tiiL...r (tJ,.� r.. 71r,�^ ..a d' �I BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ! FBC Staff BCIS Site Map Links Search ' WD fl��ryi KProduct Approval � USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7599-R2 DCa"pmmiyau'> TM, A001LE "'OPY pplication Type Revision Code Version 2007 Application Status Approved l�u Comments oCiuL—P�aGT Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 rickw@rwbldgconsultants.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Craig Calderone rickw@rwbldgconsultants.com Windows Double Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,` Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 Window and Door Manufacturers Association-QA 12/31/2011 Ryan J. King, P.E. ,<J' Validation Checklist - Hardcopy Received FL7599 R2 COI CERT of INDEPENDENCE.pdf Standard 101/I.S.2 AAMA/ W DMA/CSA101/I. S.2/A440 Year 1997 2005 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvA7DReB Wq... 12/ 15/2010 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/20/2009 03/07/2009 03/13/2009 04/07/2009 Summary of Products FL # Model, Number or Name I Description 7599.1 a. Series 8500/9500 Model Extruded Vinyl Tilt Double Hung Window 8520/9520 Limits of Use Installation Instructions Approved for use in HVHZ: No FL7599 R2 II INST 7599.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7599.1 for Design Pressure Ratings, FL7599 R2 AE EVAL 7599.1.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 7599.2 b. Series 8500/9500 Model Extruded Vinyl Reinforced Tilt Double Hung Window 8501/9500 Limits of Use Installation Instructions Approved for use in HVHZ: No FL7599 R2 II INST 7599.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent. Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7599.2 for Design Pressure Ratings, FL7599 R2 AE EVAL 7599.2.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Coovright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: veaY t.d Truxted http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvA7DReB Wq... 12/ 15/2010 R - R'W Building Consultants, Inc.. w Consultiq,ofid, Engineering Services.. fdr 6e, Budding Bding, Industry C P-0. Bak 230-VaIntoi FL 33595 Phone;813'.650.9197 Facsimile 8 1 1154.0089 Florida 1)66rd of Ptofessional Engineers. CbrfllfibW bf.AfitIf§iizqfjq11 NO; 981:3 Product Evaluation Report Report No:: FL.7599IR2 Date: February 18,.2QO.9 Product Cat6goty; Windows; Product sub -category:; Double Hung Product Name! Series 85,010?9506: Model 8561105001` Tilt,Dbublie, Hung Wiridow, Extruded Vinyl Manufacturer: SlIveiline Building, Products Corporation I Silver line, Drive North Brunswick, NJ' 08902 Scope: This is.a Product Evaluation report issued by RV BuildihgF Consultants, Inc. and Lyndon , $.qhmidt;- P.E. (System ID# 1998) for Sili'verl , ine Building Produots•baged on. kule ChapterNo. 9Br 72.07Q, , Method I d of the,. State of Florida Product Approval, D6p44n*Ot of Co.ft1m4nityAffait8.- Florida Building Commission., RW Building Consultants and Lyndon F. Schmidt, P,E. do not bavi-.. norw.,jll--ac4uif6 financial interest . in the n company manufacturing or distributing . the,prod uct or inany -other,entity involvedI in 'the approval prwess.of the product named herein. This product has, been evaluated for use In locations Whq- hig,to the florida.'Bmild ing Code (2607 Edition) - See, Drawing No... FL 7599.2prepared by R W Building Consultants, Inc., and signed And sealed, by Lyndon F. Schmidt, P.E. (PE. # 434,09) for specific, use parameters:. G Lyndon F. ScludIdt,01. P.E. N6.43409 February 181; 2009 PF 1048 Sheet 1 of 3 Limitations I . This product has :b *evaluated and is, in compliance -2 1 Florida Building, Code been p qe with the 00 structural reqqireine4ts excludipg:the "11igh Velocity Hurricane Zone'. 2. Product anchors shall be as listed.and .spaced as shown on details,Anchorembedment to base material shall be beyond wall- *08sing, or stucco, When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering, that, complies with Section 1609.12. of.th& Florida. `Building,'Code. 4. For 2x stud framing.construction, anchoring of these, units shall be the sameas that shown for 2x buck ipasonry -construction.. 5. Site conditions that deviate from the: details of drawing FL 7599.2 require, fiftillier engineering analysis'. by a licensed . censed engineer or registered architect. 6'. S, e Ora A 7590.1 for size:and design, pressure limitations:e, .11 Lyndon.F., Schmidt P.E. P.E. No. 43469. February 18., 20001 FF 1,048 8heei 2 of 3, Supporting Documents A, Drawing I Drawing No. FL7599.2prepared'by.RW.Building .C.onsu It'atits;.Ioc...(FlotidaBo4t4,of Professional Engineers Certificate of AuthorizaflonNo.,001, signed: and sealed by Lyndon F. Schmidt, B Test 1. Testing per ANSI/A-AMA/NWWDA.IOIJI.S-2-97asporf6nTied,byAtobitectufaiTegtil* a d 1940 reported 'inlest report number -,5,2'091.01.-12-47,,,signed r I ich� P.E by Steven M. U 2. Testing per AAMA/WDmA/CSA 101A. &2/A44.0-05 as performed by Architectural Testing and.:tO.Ofibod in test t 098,79.0114 0.9-47 9­­ d b' J- seDfi- A. Rqed4 PE . 1 ,5. repprtnubjbd. I , , , " 1glip y I o , - 1 Reed, 9419per,: Testing -1. A/WO MA/CSA 10 1 /I.S'.2/A440,05 as, performed'by Architecturallesting, or AAM. and reported in test report n of 74448.01.109-47, signed by Michael DI $VOMmol, P.E. 4. T,68tiog,gar AAMAIWDMA—/C,$A 10 I.A.-$11A446-05 as performed by Architectural Testing and ,reported intest,,r,pport;number,92605.01-1,09-47,signed"by,MfcbaelD.-$#'di 0,P...El. C_ calculations 1'.. Anchor calculations I conditions, sealed by Lyndon F ns per 94, i.0grittlatid sea. Schmidt, P.E. le 2. Buck, Anchor analysis for loading conditions, propart.4,sigAed , and scaled ., al. by-Ly0donF. Schmidt, PI. D Other I Certificate eof -Participationissued by. Window & D66 r, anu 40.M b­ 0fersAssoc afionx'ecrtif-Vin-2 that 5ilverlinoBuilding Products; North Brunswick-,Vi§ manufacturing productswithin,a, quality assurance program that complies wijb l$0,AEO, 17620 and Guide 51; Lyndon F. Schmidt, P.E No. 0409 February. '18, 2009, PF IQ0 Sheet 3 of 3 silverLin WLNDOWS•D;00RS. an Andersen Company 1 SILVERLINE DRIVE, NORTH BRUNSW►CK, NJ 08902 SERIES 8500/9500 MODEL 8501/9500 TILT DOUBLE HUNG WINDOW EXTRUDED VINYL "NON -IMPACT' GENERAL NOTES 1. This product has been evaluated.ond kin compliance with the 2007 Florida Building Code (FBC) structural requirements excluding the "High Velocity Humcane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing orstucco. 3. When used in areas requiring wind bome debris protection this product is: required: to be protected w th an impact resistant covering that complies with Section 1609.12 of the 2007 FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer orregistered architect TABLE OFCONFEIM SfW# DESCRIPTION i Typical elevations, design pressures 8 genre notes 2 Horizontal and verfical cross sections 3 Horfzontal and vertical cross secttarts (optional anchoring) 4 Buck and frame anchoring 5 Buck and"frame anchoring (brind stop detaRt) 6 180 of materials, components, 8 glaang detail 3L 0 o03 W r_54,ff MAX. OVERALL FRAME WIDTH' / / X / X .:iv':av ..... • .:`f.)}idi: 40.00' X.62.00" ia51%L�%i F:FS'i+:xt:� "" .. ....:::.ti_°iiiii:iE: 33.C6" X 27..SV i;c=: G2 _ +45.0 -45.0 4425" X 62.WI 37.51" X 27.81" G1 +45.0 -45.0 44 W X 62.so 3721" X 27.81" G2 +40.0 -40..0 48.00" X 80A0" 41.06" X 36.56" G2 +30.0 -30.0 S4A0" X 65A0" 47,06" X 29.06" G2 +25,0 -25,0 48.00 X 86.W 41A6"1 39.56" G2 +20.0 -20.0. 'NOTE: MAX. FRAME HEIGHT "NOTE: BUND STOPS REQUIRED, AND WIDTH OCCUR ON SEPARATE UNtIS REFER TO SHEET 5 FOR ANCHORING DETAILS 8 I z i m a a n+re 02 12 Of wAm N.T.S. DW: W. JK' aac. er: LFS orawnc not FL-7599.2 a a o� n n $ 3 "^ i o 'm "2 OPTIONAL c 1 �m;�ol..g 2L//:7 v 4 �m i 9p`o 0 �w a mda m°�a C T� 16 17 5 4 Grn 0 12 16 3� 13 z �� G2 G1 14 y �o RM EXTERIOR INTERIOR of o o = 1-114'MIN. 3 3 5 2 6 8 a i EMB. ITYP.j r B O 16 q 20 G2 16 G7 G 2 INTERIOR �� 9 z o 10 G7 a d. 3 18 Will � 0 B m 0 o w i a a E z o p 33 a <a 4 a " DAM 02/12/09 z Ste:F ° J 11 16 7 EXTERIOR 33 34 a owc. mDOPTIONAL E CHK. B3 1 HORIZONTAL CROSS SECTION 2 VERTICAL CROSS SECTION DRAW NF0 0 SHEET 2 OF B w / X i// 4 1-1/4" MIN. EMB. (TYP.) INTERIOR LJ LJ V-::/ `-J EXTERIOR OPTIONAL 1 HORIZONTAL CROSS SECTION 3 Shown w/1Xsub-bucksubstituting concrete screws for wood screws per Section 1714.5A.2 of the FBC EXTERIOR INTERIOR d ° & a d. d_.? ° d. 3 VERTICAL CROSS SECTION 3 Masonry sill OPTIONAL RIOR INTERIOR Gl G2 1 21 VERTICAL CROSS SECTION Shown w/ I X sub -buck substituting concrete screws for wood screws per Section 1714.5.42 of the FBC e EXTERIOR INTERIOR �VERDCAL CROSS SECTIONCROSS SECTION 3 Masonry sill BY. JK m BY. LFS 3 MNG NO.: FL-7599.2 0 0 cr 3 of 6 " — — E 4� TYP. TYP. HEAD AND JAMB SASH & FRAME to REMOVED FOR CLARITY 2X BUCK MEETING MEETING — RAIL 2X BUCK---*"' RAIL — 2X BUCK MASONRY MASONRY OPENING OPENINGj FRAME fi BUCK ANCHORING 2X buck construction EA..... ............. .-. .....-..- .................................................................................. .... ... ... . .... ...... ........... ...... . ..... ..... .. ... ...... ... ......�...........-..... -..-..W...-..M..R........M.... .. . ... . EMBEL11b1ENt ........ , ...... �EARAN-WINNIf ........... . . . ......... ................ .......... I .......... ......... ............. . .ADJIGCV1 ... . M . .... . ... QR .. . .... ........ I ......... .......... . .... . .. ........... . ......... . ..... ........ ............ 1/4 1 2 -1 /2" 3" ................... I . .... ......... ..... .............. ..................... 1/4 1.1/4n 1. Ir SL MASONRY III OPENING] FRAME FRAME ANCHORING I X buck construction 0 o —E 0 -z 6-0 . 5qom 8 c o E 3 U 0 0 La 0 0 ca w TFFM I-FFTM F- N.T.S. ar JK m —LFS PING NO.: 0 FL-7599.2 13 13 7 . T or 6 n 1q aA -m4� I oZv o om —om mO Nd » vi p _ o0meo g` U N ': O. r v TYP. HEAD AND JAMB C TYP. e z m u 9, c E 8 4 EXTERIOR INTERIOR G2 a e ° a o $ SASH & FRAME vG35 E REMOVED FOR CLARITY c , 2X BUCK MEETING MEETING RAIL 40 2X BUCK RAIL 3 ._ J FRAME t-) 3 Zdo Zo D E C1 = Wd mh MASONRY MASONRY 40 OPENING OPENING J _J o oyZ J ffi �m q° BLIND STOP 7(2(2 o coI;I REQ'D, ONE EACH a� a ° FACE) —,III >_ m r1-'\ VERTICAL CROSS SECTION 5 2X buck w/blind stops for Frame sizes:4" � I I I 48" x 80" (DP +/_ 30.0 PSF) 7 54" x 65' (DP +/- 25.0 PSF I W MAX. O.C. BUCK ANCHORING FRAME ANCHORING rn o 2X buck construction U) CONCRETE ANCHOR NOTES: I. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: ..................................................................... V...... ...:........A ..........................................................................._.......................................................................................................................................................................................................................................... ........................ ...... ..... ................................................. .................... tNtti[11/4t ................................................................................................................................._......_.......... .. . .......... .....;>IY11tiIIMt1M.CLfARANGE..;:IYA1NtMUltECLfAR;+1NCE.ti7..::i: ................... ..... _......_ ..._...... ..... .. . ............ .............. .......... ...IVIf`»s`ss">t;<'`;' 1/4" 1-i/4" 2-1/2" 3" 1/4" 1-1/v 1" 4" II'MAX* 40 � SPACING --I 25 BUND STOP Anchoring E: N.T.S. 5 BY: JK m Bn LFS 3 VINO NO.: B O FL-7599.2 °o T 5 of 6 N BILL OF MATERIALS REM DESCRIMN MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C #10 X 2" PFH WOOD SCREW STEEL D 1 /4" X 2-0/4" ELCO PFH CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 3-1/4" TTW PFH CONCRETE SCREW STEEL G MAX. 1/4" SHIM SPACE WOOD H 1 /4" X 3-3/4" ITW PFH CONCRETE SCREW STEEL J #10 X 2-1/2" PFH WOOD SCREW STEEL 1 EXTRUDED PVC MAIN FRAME HEAD FLANGE TYPE #8502 BY SILVERLINE • PVC 2 EXTRUDED PVC MAIN FRAME JAMB (FLANGE TYPE) #8551 BY SILVERLINE • PVC 3 EXTRUDED PVC SILL (FLANGE TYPE) #8503 BY SILVERUNE • PVC 4 EXTRUDED PVC GLAZING BEAD #2217 BY SILVERUNE • PVC 5 EXTRUDED PVC UPPER SASH TOP RAIL #8506 BY SILVERLINE PVC 6 EXTRUDED PVC UPPER SASH BOTTOM RAIL #8507 BY SILVERLINE' PVC 7 EXTRUDED PVC UPPER SASH STILES #8505 BY SILVERUNE • PVC 8 EXTRUDED PVC LOWER SASH TOP RAIL #8508 BY SILVERLINE' PVC 9 EXTRUDED PVC LOWER SASH BOTTOM RAIL #8506 BY SILVERLINE ` PVC 10 EXTRUDED PVC LOWER SASH STILES #8505 BY SILVERLINE' PVC 11 OPTIONAL EXTRUDED PVC SNAP ON MASONRY FLANGE BY SILVERLINE • PVC 12 UPPER SASH KEEPER STEEL 13 LOWER SASH LOCK STEEL 14 KEEPER RAIL REINFORCEMENT OP #8516 BY SILVERLINE STEEL 16 WEATHERSTRIP PILE W/FIN .270 x .270, W21275NW BY ULTRAFAB 17 WEATHERSTRIP PILE W/FIN .270 x .190, W21195NW BY ULTRAFAB 18 WEATHERSTRIP Q-LON U-0333-000 BY SCHLEGEL 20 SILICONE GLAZING COMPOUND SILICONE 21 UPPER SASH TILT LATCH #640-021 BY CUSTOM CRAFT PLASTICS (NOT SHOWN) PVC 22 UPPER SASH PIVOT BAR #525101-M6 BY DECO PRODUCTS CO. (NOT SHOWN) STEEL 25 BLIND STOP SG >= 0.42 WOOD 33 SEALANT SILICONE 37 GLAZING SPACER - 40 #8 X 1-5/8" DRYWALL NAIL STEEL • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS UCENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. iv n o �{ (� 3.31" r{ J Li Imo- 0.219' 1.15' nl F---4— 0.03" p �� GLAZING BEAD 1�EEPER RAIL 4 REINFORCEMENT �n rII j� ll 1 MAIN FRAME HEAD W A E IP WEATHERSTRIP G1 GLALNGDETAIL f ZN 3"THK. GLASS ' 1/8"ANNEALED O �_ B TOP RAIL AIR SPACE LOWER SASH 1/8"ANNEALED I 1.435" Ll F 7/16"GLASS BITE 7/8" THK. GLASS 3/37' ANNEALED AIR SPACE 3/37'ANNEALED 37 G2 GLALNG DETAIL o� o o I i 1.435" F�—L 6 BOTTOM RAIL N UPPER SASH d I� 1.365" I� 18 Q LOPVC NIBURSTRIP 17 PILE WI,H�FlN LB 16 PILE WITH RNOPTIaAPONAL ON MASONRYEXTRUEFLANGE 5 TOP RAIL UPPER SASH 2 MAIN FRAME JAMB 10 SDLE LOWER SASH 0 r 3.761" 3 FRAME SILL EXTRUDED PVC � Ef i 1.436' 9 BOTTOM RAIL LOWER SASH ud 1.01" F� 7 SHIE UPPER SASH E ago N cM 'm W W`=NZ Ym o Li c 'm ozom �� d E on .. a 0 Z = U li 9oS o8 zY 2 smR N.T.S. owc. E r: , cwc By. LFS FL-7599.2 r 6 of 6