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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: v PERMIT NUMBER' �� ro cr)(� J see PLANNING & DEVELOPMENT SERVICES DEPARTMENT oU BUILDING & CODE REGULATIONS DIVISION C (> O L3;-9 2300 Virginia Avenue SCANNED Fort Pierce, FL 34982 BY (772) 462-1553 f. P LAC►e County APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS �.p 1. LOCATION/SITE ADDRESS: ,p!5 t3QkV1P-1:; -b jj& ._�•2V142Vj bCA 2. PARCEL ID NUMBER: 4 S 0-. • 601 • C' U% - 000S 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: ZQ PLC 2 5 =-�-H (p tCT T l�J\Yk�CS�SS 4. TYPE OF STRUCTURE: SF R MOBILE HOME OTHER 5. OWNERS INFORMATION Name: \Cboo1A Address: )n (9 S Oe 1'� `25 Ipy Q City: JMI- S?:►nl o_In State: ;�Ej, Zip: a�iS Phone: 6. CONTRACTOR'S INFORMATION FL Re /Cert #: G (0 c�D 4 �-1U CountCert #:� Business Name:�1., �-b--o'{ Phone Number: aS� -)c12 \, (-j S y �A-l3 Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 1130 mph 1140 mph Windows & Skylights - Exposure B CkUS Q j o v Wtkky-L) ;t d S•, Rbw n(--, tt- 4Iq l. 9 Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) +1609.E (2), B- Size C- Size 7. VALUE OF CONSTRUCTION: $ 5 �� FEES DUE: RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF DD CCk0 C% ACKNOWLEDGED BEFORE ME THIS `2 pAY OF D -C, , 20 BYW —k (} �! WHO S ME OR WHO HAS PRODUCED AS ENTIFICATION. �� �. CAR INA ylP►R - "''%'MY COMMISSION # DDaa7a8 ,'SIGNATURE OF NOTARY TYPE OR P O @$ E)er, er 23, 2012 "" �,, FlnridallolnryService.com TITLE: NOTARY PUBLIC COMMISSION 0155 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING a JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3540997 OR 1:- -- 3251 PAGE 2679, Recorded 12/08/201, 10:03 AM FTEjZVRN TO, R •C R INO• e om�mprovemerrtAssoclatee 4070 8W 30bh Ave Hollywood, FL 33312 PERMITNUMBER: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 4e r)?-S01-Oo(d8 •OM-� SUBDIVISIONualdles • kb1 BLOCK TRACT LOT BLDG UNIT 2. GENERAL DESCRIPTION OF IMPROVEMENT: Wi N 06-05 3. OWNER INFORMATION: I a. NameDjy)o iN +6 µw r- b.Address.]h(.OS ut,4•Nes 61,1& _\Q-vlsevl 160 `i'l_--5455, c.interest inproperty d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: FlOtlda HD.� eu 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other c� Section 713.13 (1)(a) 7., Florida Statutes: / FL may be served as provided by NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a co of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year inthe date of recording unless a different date is specified) , 20_. WARNING O OWN PAYMENTS MADE BYTFMOWNER TH F-WIRATION OF THE KMICF OF COMMENCEME ARE C Sii)FRED RpRomig PAYmENTs UNDER7- S 713.13. FLORIDAA .T IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECOit-nBD AND PaSMD ON THE JOB SITE BEFORE TBE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCF,MFNT. X (bl � 7—A4,4Y. Pv17172 Tk-I 177yy i— Signature of Owner or Print Name and Provide Signatory's Tille/Office Owner's Authorized Officer/Director/Partner/Manager State of Florida County of The foregoing instrument was acknowledged before me this day of DC L 204) _. BY�t�rJ� (Name of person) (Type of authority...e.g. Owner, officer, trustee, attorney in fact) For ° eR7 EZ (Name of party on behalf of whom instrument was exec ut Personally Known )lo{Snpeype'dt1�� J"•og MY COMMISSION 0 OD 2012 �• ,60 eeotnt or 23, % EXPIR5"rvbe.eom (Printed Name of Notary Public) (Signature f Notary Public) (aa71a9a-0t`+a Under penalties of perjury, I dec that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Ofilcer/Dlrector/Partner/Manager who signed above: By::gtt�t�el.�— P— cWA-1ow(RmaainZ) STATE OF FtORIDA ST. LVIE COUNTY Tllir. Irro -rr, f,1=71;:VTNATT141A IS A TRH ®AI By: Dal lorida Building Code Online http://www.floridabuilding.orgtpr/pr_app_dtl.aspx?param=wGEVX... Z SCLS Home Log In User Registration Hot Topics ( Submit Surcharge Stats & Facts i 'Publications i FBC Staff j BCIS Site Map Links Search INProduct Approval USER: Public User Product Aoproval Menu > Product or Awlication Search > A Ikati is pplim ' n Detail _ FL # FL4093-R4 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Custom Window.Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 miafevre@cws.cc Michael La Fevre mlafevre@cws.cc Michael La Fevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext207 MLaFevre@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext221 jompson@cws.cc Category indows Subcategory Fixed Compliance Method Eva ion Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL4093 R4 COI 510872 (Eval Rep PW-8300 Non-Imoact).Ddf Referenced Standard and Year (of Standard)_ Standard Year `-AAMA/VVDMA/101/i.S. 2/A440-05 2005 Equivalence of Product Standards Certified By of 2 8/18/2010 2:18 PM 'lorida Building Code Online http://www.tloridabuildino,. orgtpr/pr_app_dti.aspxYparamw(3EVX... Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/08/2009 Date Validated 09/09/2009 Date Pending FBC Approval 09/18/2009 Date Approved 10/13/2009 -Sunfhvary of Products FL # Model, Number or Name Description 4093.1 8300 Vinyl Fin/Flange Picture 8300 Vinyl Fin/Flange Picture Window Window Limi of Use Installation Instructions pproved for use in HVHZ: No FL4093 R4 II CWS-339A (PW-8300 Non-Imoact).Ddf Approved for use outside HVHZ: Yes Verified By: Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: PW-8300, 84 x 96, DP 40 PSF w/ Anneal. Glass; FL4093 R4 AE 510872A (Eval Rep PW-8300 PW-8300, 84 x 96, DP 65 PSF w/ Temp. Glass; PW-8300, Non-Impact):Ddf 120 x 48, DP 40 w/ Anneal. Glass. Created by Independent Third Party: Yes 4093.2 PW-8100 Vinyl Flg/Fin Picture PW-8100 Vinyl Flg/Fin Picture Window. Window of Use Installation Instructions _Limits Approved for use in HVHZ: No FL4093 R4 II CWS-234B (PW-8100 84x96).Ddf Approved for use outside HVHZ: Yes Verified By: Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -N/A Evaluation Reports Other: PW-8100, 84" x 96", DP 40 PSF w/ Annealed FL4093 R4 AE 510482A (Eng Eval Reo 84x96).Ddf Glass. Created by Independent Third Party: Yes 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 Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: EIrEsk= VerFslpn secured VF RIF1r of 2 8/18/2010 2:18 PM I. Roderto Lomas P.E. 1432 Woodford_Rd. Lewisville. NC 27023 336-945-9695 Manufacturer. Custom Window Systems 1906 S.W. 441h Avenue Ocala, FL 34474 Product Line: 8300 Fixed Vinyl Prime Picture Window Non — Impact Engineering Evaluation Report Report No.: 510872A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 913-72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: 8300 Fixed Vinyl Prime Picture Window, non -impact. Frames are constructed of PVC of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS-339 revision A, titled, 8300 Fixed Vinyl Prime Picture Window prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No.: NCTL-210-3526-1 signed and sealed by Gerald J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMAM/DMA/CSA 101/I.S.2/A440-05 .8300 Fixed Vinyl Prime Picture Window 84 x 96(Frame Installation). Design pressure: ±65.0 psf Water penetration resistance: 10.0 psf 3. .Test Report No.: NCTL-210-3526-lA signed and sealed by Gerald J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8300 Fixed Vinyl Prime Picture Window 84 x 96 (Fin Installation). AAMAM/DMA/CSA101/1. S.2/A440-05 Design` pressure: ±65.0 psf Water penetration resistance: 10.0 psf 4. Test Report No.: NCTL-210-3526-2 signed and sealed by Gerald J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8300 Fixed Vinyl Prime Picture Window 84 x 96 (Frame Installation) AAMAM/DMA/CSA 101 /1. S.2/A440-05 Design pressure: t40.0 psf Water penetration resistance: 10.0 psf 5. Test Report No.: NCTL-210-3526-2A signed and sealed by Gerald J. Ferrara P.E. National Certified Testing Laboratories, .Orlando, FL 8300 Fixed Vinyl Prime Picture Window 84 x 96 (Fin installation). AAMAM/DMA/CSA101 /I.S.2/A440-05 Design pressure: ±40.0 psf . Water penetration resistance: 10.0 psf 6.. Test Report No.: NCTL-210-3526-3 signed and sealed by Gerald J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8300 Fixed Vinyl Prime Picture Window 120 x 48 (Frame Installation). AAMANVDMA/CSA 101 /I.S.2/A440-05 Design pressure: ±40.0 psf Water penetration resistance: 9.0 psf 7. Test Report No.: NCTL-210-3526-3A signed and sealed by Gerald J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL �%0?5140l IP, 8300 Fixed Vinyl Prime Picture Window 120 x 48 (Fin Installation). %%`�, AAMA/WDMA/CSA101/I.S.2/A440-05 "�Nk „es"m�`f' Design pressure: ±40.0 psf Water penetration resistance: 9.0 psf "R` l* '8. Anchor calculations, report number 510180A, prepared, signed and sealed by Luis. Reber 9. Comparative analysis, report numbers 51018OA-1 and 510180A-2, prepared, signay,t UIWn., 'n Roberto Lomas P.E. 1 of 2 Luis No.: 62514 08/24/2009 'L. Roberto Lomas P.E. 1432 Woodford Qd. Lewisville, NC 27023 336-945-9695 Engineering Evaluation Report Report No.: 510872A Limitations and Conditions of use: • Maximum design pressure:- t65.0 (For units glazed with Tempered Glass) t40.0 (For units glazed with Annealed Glass) • Maximum overall size: 84" x 96" and 120" x 48" • Maximum D.L.O.: 82" x 94" and 118" x 46" • Units must be glazed per ASTM E1300. • This product is not rated to be used in the HVHZ. • This product is non -impact resistant and requires impact protection in wind bonne debris regions. • Frame material to be white rigid PVC .0625": thick. Installation: • Units must be installed in accordance with approval document, CWS-339 revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). u cy�t: ' lei. t 2of2 PICTURE WINDOW ELEVATIONINON-IMPACT) 851/4" MAX FLANGE W I[ —84"' MAX UNIT WIDTH -82 116". GLASS DLO WID 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 7) 3. CONFIGURATION: FIXED LITE "O". 4. DESIGN PRESSURES: (SEE SHEET 8-9) -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN 14 V OF THIS PRODUCT. SEE SHEETS 12-14 FOR ANCHOR DETAIL. 97 1/4" I 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS MAX O 94110" REQUIRED IN WIND BORNE DEBRIS REGION. FLG 96" MAX UNIT HE DESIGN PRESSURE RATING-±65 SEE NOTE 11 49 1/4" MAX. OVERALL FLANGE HEIGHT 4 HEIGHT TABLE OF CONTENTS 121 114" MAX. OVERALL FLANGE WIDTH 120" MAX. UNIT WIDTH 118 118" GLASS DLO Al DESIGN PRESSURE RATING - ±40 SEE NOTE 12 GENERAL NOTES & ELEVATIONS ..... 1 ANCHOR SCHEDULE & NOTES.........2-6 DP CHART & GLAZING...;...................7 COMPARATIVE ANALYSIS.................8-9 SECTION VIEWS...........:......................10 PROPRIETARY AND CONFIDENTIAL EXTRUSIONS & B.O.M.........................11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM INSTALLATION DETAILS ................... 12-14 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 7. ALL FRAMES FULLY WELDED 8. REFERENCE TEST REPORTS: NCTL-210-3526-1, NCTL-210-3526-1A, NCTL-210-3526-2, NCTL-210-3526-2A, NCTL-210-3526-3, NCTL-210-3526-3A 9. SERIES / MODEL DESIGNATION PW-8300. 10. 1x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY -TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. UNITS AS SHOWN UP TO 84" x 96" ARE RATED +651-65 PSF. FOR HIGHER DESIGN PRESSURES BASED ON COMPARATIVE ANALYSIS. REFER TO SHEET 8. 12. UNITS AS SHOWN UP TO 120" x 48" ARE RATED +40/-40 PSF. FOR HIGHER DESIGN PRESSURES BASED ON COMPARATIVE ANALYSIS. REFER TO SHEET 9. DLO Digitally signed by Luis R. Lomas P.E. Location: 1432 Woodford Rd, Lewisville, NC 27023 Dale: 2009.08.24 17:04:30-04'00' 6" MAX. SEE NOTE 2 INSTALLATION 14" MAX. O.C. ANCHOR (TYP) 6" MAX. -- (TYP) (SEE NOTE B) (TYP) 7� f --- -------- ------I 14" MAX. O.C. (TYP) �- I � I I I ANCHOR LAYOUT - (FLANGE) THRU FRAME & CLIP (MASONRY OR WOOD OPENING) FOR UNITS UP TO 120" X48' 4" MAX.--{ 8.O.C. DESIGN PRESSURE RATING -±40 (TYP) I (TYP) NE}TE 6 4" MAX. -I (1YP) 8" MAX (TYP) �I r- - - - - - - - - - - - - - - - - - - - I O.C. I I I I I I I I I I I 6" m m M (1YP) ANCHOR LAYOUT -(FLANGE) THRU FRAME & CLIP (MASONRY OR WOOD OPENING) FOR UNITS UP TO 84' X 96' DESIGN PRESSURE RATING-t65 ANCHOR LAYOUT - (FINI INSTALLATION THRU NAILING FIN (WOOD OPENING) NOTES: FOR UNITS UP TO 120' X 48' ANCHOR (TYP) DESIGN PRESSURE RATING -+40 (SEE NOTE B) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2" SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8 ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 4" MAX (TYP) 8" MAX OC I (TYP) 8" MAX OC (TYP) INSTALLATION O ANCHOR (TYP) (SEE NOTE A) INSTALLATION ANCHOR (TYP) (SEE NOTE A) ANCHOR LAYOUT- (FIN) THRU NAILING FIN (WOOD OPENING) FOR UNITES UP TO 84' X 96" DESIGN PRESSURE RATING -365 NOTE 2. A. NUMBER OF ANCHORS AS SHOWN FOR UNITS RATED +65/-65 PSF. NUMBER OF ANCHORS FOR. HIGHER DESIGN PRESSURES .BASE ON COMPARATIVE ANALYSIS, REFER TO SHEET S. B. NUMBER OF ANCHORS AS SHOWN FOR UNITS RATED +40/-40 PSF. NUMBER OF ANCHORS FOR HIGHER DESIGN PRESSURE BASED ON COMPARATIVE ANALYSIS, REFER TO SHEET 9. ,r FULL CIRCLE L MAX OC (TYP) . Si MAX. (TYP) ]4" MAX OC (TYP) (TYP) 1/2 CIRCLE MAX OC (TYP) FULL ELLIPSE ("OVAL") AVAILABLE OVAL SIZES: 26" X 38.5- TIP (24.75- X 37.25" DLO) 28- X 44.5- TIP (26.75- X 43.25" DLO) 30- X 52° TIP (28.75" X 50.75- DLO) 44- X 110' TIP (42.75° X 108.75- DLO) ]9_ MAX OC (TYP) S' MAX. /� MAX.00 (TYP) 6_' MAX. (n'P) . (TYP) 112 ELLIPSE (TY P). MAX OC II (TYF \\ 1 (T1'P) . MAX. 1 VL MAX OC (T (TYP) t�P) " MAX. (TYP) 1/4 CIRCLE TOMBSTONE 14" MAX OC (TYP) Si MAX 1E MAX OC (TYP) MAX (TYP) (TYP) FAN (TYP) 112 FAN PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. L (TYF B_ (T (TYP) EYEBROW NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU FRAME OR CLIP - MASONRY/WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. r IA: (TYF 6 (TYP) TRAPEZOID i w (1Y1 OCTAGON 14" MA) (TYP) HEXAGON NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU FRAME OR CLIP - MASONRY/WOOD ]-C MAX. O.C. It MAX. O.C. OPENING. (TYP) (TYP) ' 1 T MAX OVERALL SIZE MUST NOT EXCEED -lfj- THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. E MAX. I ]4 MAX. O.C. fi" MAX. I ]1 MAX. O.C. (TYP) � lK MAX.' � (TYP) (TYP) � (TYP) . ---•••--ill FFF��� �I F---fi MAX. (TYP) (TYP) TRIANGLE DOGHOUSE PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. FULL CIRCLE MAX. O.C. MAX M (TYP) 4" MAX. MAX. O.C. (TT) 112 CIRCLE Ir MAX. O.C. (TYP) :-7 -C MAX. (TYP) E 4" MAX. MAX O.C. (TYP) (TYP) 1/4 CIRCLE MAX. (TYP) MA) FULL ELLIPSE ("OVAL") RYI AVAILABLE OVAL SIZES: 26- X 38.5- TIP (24.75" X 37.25" DLO) 28" X 44.5" TIP (26.75' X 43.25- DLO) 4" 30" X 52- TIP (28.75" X 50.75- DLO) 44" X 110' TIP (42.75" X 108.75" DLO) TOMBSTONE MAX. O.C. (TYP 8" MAX. O.C. (TYP) . 4" MAX. 4' MAX. ✓3" (TMP) 4.. MAX. (TYP O.C. (TYP) 4" MAX .P)O.C. (TYP) (TYP) 1/2 ELLIPSE FAN NOTE: 6_ MAX. O.C. 4 (TMPAX. 4 X MAX. O.C. (T.YP) (TYP) 112 FAN PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. (TYP) EYEBROW 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU NAILING FIN - WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. E MAX. O.C. _ (TYP) Q_ MAX. O.C. (TYP) L MAX O.C. (TYP) ID 4" MAX. ) (TYP) MAP. O.C. Lr:MAX. (TYP) OCTAGON HEXAGON (TYP) TRAPEZOID NOTE: 1. SEE SHEET FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS . 2. THRU NAILING FIN - WOOD OPENING. T_ 1— 3. MAX OVERALL SIZE MUST NOT EXCEED IE THE MAX OVERALL SIZE OF RECTANGULAR MAX O.C. MAX. O.C. WINDOWS ON SHEET 1. (TYP (TYP (T MAX. . (TYP) �(TYP)D.C. ( MAX (TYP) IF----I� MAX. O.C. 4 MAX. (TYP) 4= MAX. (TYP) . z(TYP) (TYP) DOGHOUSE TRIANGLE V •�\GEN3�,9ip�-�� `->rlND17W svoru'ns - � 0(s�'�1r2 = OCALA, FLORIDA 34474 TAT ARCH. ARCH. FIN ANCHOR SCHEDULE -NQN-IMPACT SERIES: ATE: ��'O• 'c�OR10a;•\�� 830o AAJ Bn3/loos �iFS •' G - PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • . �� �S�QNALF.�\ 'PVC FIXEDLALE' NTS W�'NO' CWS-33 ////I WINDOW SYSTEMS, INC. ANY REPRODUCTION INPART ORASAWHOLE WITHOUT THE III(`\\� .L f;p SHEET: WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 6 OF 14 1" OVERALL INSULATED. /8" OVERALL INSULATED TEMPERED 3518"/16" TEMPERED 5/8" AIRSPACE 1/2" AIRSPACE 3/16" TEMPERED 3116" TEMPERED l9J HOTMELT, TRUSEAL "H" 15 _I I I p HOTMELT, TRUSEAL "H" 1/2" GLASS BITE 10 GLASS BITE GLASS TYPE A ,� GLASS TYPE B 1" OVERALL INSULATED 1/4" TEMPERED 1/2" AIRSPACE 7/8" OVERALL 1/4" TEMPERED 3/16" ANNEALED 9 HOTMELT, TRUSEAL "H" 1/2" AIRSPACE 15V4.-3116"ANNEALED 15 9 HOTMELT, TRUSrL "H" 5 5 + 10 .,_. 1/2" GLASS BITE 10 1/2" GLASS BITE UO� 0��� 2 GLASS TYPE C GLASS TYPE D 2 1" OVERALL 1" OVERALL 3116" ANNEALED 1/4" ANNEALED 5/8" AIRSPACE. 1/2" AIRSPACE 15 3116" ANNEALED 1/4" ANNEALED 5 9 HOTMELT, TRU EAL "H" *aGLASS LT, TRUS AL -H- 10 1/2" GLASS BITE 1/2".GLASSBITE 2 0�GLASS TYPE E NOTE: PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 1. IF SIZE INTENDED IS NOT SHOW, WINDOW SYSTEMS, INC. ANY REPRODUCTION INPARTORASAWHOLEWITHOUTTHE USE NEXT LARGER SIZE. WRITTEN PERMISSION .OFCUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. DESIGN PRESSURES FOR UNITS GLAZED WITH IGU 3/16" OR 1/4" TEMPERED HEIGHT (UNIT WINDOW SIZE) (IN) WIDTH (IN) GLASS TYPE 12 18 . 24 30 36 42 48 54 59 65 72 85 96 12 A,B,C +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.3 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 24 A,B,C +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7/-97.5 36 A,B,C +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7 / -97.5 +66.7 / -97.5 48 A,B,C +66.7/-97.5 +66.7/-97.5 +66.71-97.5 +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7/-97.5 +66.7 / -97.5 +66.7/-96 +66.7 / -89.2 +66.7 / -85.3 60 1 A,B,C +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -95.1 +66.7 / -87.8 +66.7 / -79.1 +66.7 / -74.5 72 A,B,C +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -96 +66.7 / +91 +66.7 / -88.2 +66.7 / +86.1 +66.7 / -85.3 +66.7 / -74 1 +66.7,/ -68.3 84 1 A,B,C +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / -97.5 +66.7 / +86.6 +66.7 / -83.8 1 +66.7 / -80.2 +66.7 / -77.1 +66.7 / -74.6 1 -66.7 / -72.3 1 ±65 COMPARATIV E ANALYSIS - NUMBER OF ANCHORS USING #8 WOOD SCREW HEIGHT (IN TH (Ifs 12 18 24 30 36 42 48 54 59 65 72 85 96 H&S 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMB' 1 2 2 3 3 4 4 4 5 5 6 7 7 r H&S 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 H&S 3 3 3 3 3 3 3 3 3 3 3 3 3 JAMB' 1 2 2 3 3 4 4 4 5 5 6 7 7 48 H&S 4 4 4 4 4 4 4 4 4 4 4 4 4 JAMB 1 2 2 3 3 4 4 4 5 6 6 7 8 60 H&S 5 5 5 5 5 5 5 5 5 5 5 5 5 JAMB 1 2 2 3 3 4 4 4 5 6 6 7 8 72 H&S 6 6 6 6 6 6 6 6 6 6 6 6 6 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 8 84 H&S , 7 Z 7 7 L 7 7 7 7 7 7 7 7 7 JAMB 1 2 2 r 3 r 3 r 4 4 1 4 1 5 5 6 1 7 8 COMPARATIVEANALYSIS - NUMBER OF ANCHORS USING 3/16" ELCO TAPCON H13GHT (IN)' WIDTH (IN) 12 18 24 30 36 42 48 54 59 65 72 85 96 H&S 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 24 H&S 2 2 2 2 2 2 2 2 2 2 2 2 2 F12 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 36 H&S 3 3 3 3 3 3. 3 3 3 3 3 3 3 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 48 H&S 4 4 4 4 4 4 4 4 4 4 4 4 4 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 8 60 H&S 5 5 5 5 5 5 5 5 5 5 5 5 5 JANIS 1 2 2 3 3 4 4 4 5 5 6 7 8 72 H&S 6 6 6 6 6 6 6 6 6 6 6 6 6 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 8 84 H&S 7 7 7 7 7 7 7 7 7 7 7 7 7 JAMB 1 2 2 3 3 4 1 4 4 5 5 6 7 8 NOTE: 1. IF SIZE INTENDED IS NOT SHOW, USE NEXT LARGER SIZE. PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. DESIGN PRESSURES FOR UNITS GLAZED WITH 3/16' ANNEALED HEIGHT (UNIT WNDOW SIZE) (M WIDTH IN GLASS TYPE 12 -i '. '18 24 30 36 42 48 54 59 65 72 85 96 12 D,E ±60 ±60 ±60 ±60 t60 ±60 ±50 +60/-66.7 +601-66.7 .+60/-66.7 +60/-66.7 +60/-65.7 +60/-66.7 24 D,E ±60 ±60 ±60 160 ±60 ±60 ±60 +60/-66.7 +601-66.7 +60/-66.7 +60/-66.7 y60/-66.7 +60/-66.7 36 D, E ±60 i t60 ±60 ±60 ±60 t60 ±60 +60 / -68.7 +60 / -66.7 +60 / -66.7 +60 / -66.7 +60 / -66.6 +60 / -64.6 48 D.E ±60 ±60 ±60 ±60 ±60- ±60 ±60 +60/-66.7 +60/-66.4 +60/-62.4 ±59.1 ±54.9 ±52.5 60 D. E ±60 ±60 ±60 . ±60 ±60 ±56.3 ±53.3 +601-63.6 ±63 ±58.5 ±54 ±48.7 ±45.8 72 D. E ±60 ±60 ±60 360 ±56.9 ±51.6 ±48 ±56 ±54.3 ±53 t52.5 ±45.5 ±42 84 D, E ±60 " ±60 ±60 ±60 ±54.3 t48.8 t44.8 ±51.6 t49.4 ±47.4 ±45.9 ±44.5 140 96 D, E t60 ' ±60 ±60 t60 t48.8 345.6 t42.7 - - - - - 108 D. E ±60 . ±60 ±60 ±59.5 ±44.5 ±38.7 ±38.6 120 D, E ±60 ±60 ±60 ±58.5 ±41.5 ±34.6 ±33.5 ' DESIGN PRESSURES FOR UNOS GLAZED WITH 1/4' ANNEAL® HEIGHT (UNIT WNDOW SIZE) (M WETHRF (M 12 18 24 30 35 42 48 54 59 65 72 85 96 12 160 ±60 ±60 ±60 ±60 ±60 ±60 +60 / .66.7 +60 / -66.7 +60 / -66.7 +601-66.7 +60 / -66.7 +60 / -66.7 24 ±60 ±60 160 160 360 ±60 ±60 +601-66.7 +60 /-66.7 +60 / -66.7 +60 / -66.7 +60 / -66.7 +601-66.7 36 ±60 ±60 ±60 ±60 ±60 t60 ±60 +60/-66.7 +601-66.7 +60/-65.7 +60/-66.7 +60/-66.6 +60/-64.6 48 ±60 ±60 ±60 ±60 ±60 ±60 ±60 +601-66.7 +60/-66.4 +60/-62A ±59.1 ±54.9 ±52.5 60 ±60 ±60 ±60 ±60 ±60 ±56.3 ±53.3 +60/-63.6 ±63 358.5 ±54 ±48.7 ±45.872 ±60 ±60 ±60 ±60 ±56.9 ±5l.6 ±53.3 ±56 ±54.3 ±53 ±52.5 ±45.5 ' ±42 84 +60 ±60 ±60 ±60 ±54.3 348.8 t44.6 ±51.6 ±49.4 347.4 3452 ±44.5 t40 96 F ±60 +60 ±60 ±60 352.5 ±46.8 ±42.7 108 F ±60 ±60 1 ±60 1 159.5 1 ±51.2 145.4 - 120 D, E ±60 1 ±58.5 1 ±50.2 1 ±44.3 r ±40 COUP. ANALYSIS - ANCHORS USING 3/16" E-OO TAPCON HEGHT (M WIDTH (M 12 18 24 30 36 42 48 12 H&S 1 1 1 1 1 1 1 JAMB 1 2 2 3 3 4 4 24 H&S 2 2 2 2 2 2 2 JAMB 1 2 2 3 3 4 4 36 H&S JAMB 3 1 3 2 3 2 3 3 3 3 3 4 3 4 48 H&S 4 4 4 4 4 4 4 1 2 2 3 3 4 4 . 5 5 5 5 5 5 5 1 2 2 3 3 4 4 6 6 6 6 6 6 6 1 2 2 3 3 4 4 7 7 7 7 7 7 7 t120 1 2 2 3 3 4 4 7 7 7 7 7 7 7 1 2 2 3 3 4 4 S 8 8 8 8 8 8 8 B 1 2 2 3 3 4 4 S. 9 999999 1 2 2 3 3 4 4 COMP. ANALYSIS - ANCHORS USING #8 WOOD SCREW HEIGHT (M WIDTH (M 12 18 24 30 36 42 48 12 H&S 1 1 1 1 1 1 1 JAMB 1 1 2 2 3 3 4 4 24 H&S 2 2 2 2 2 2 2 JAMB 1 2 2 3 3 4 4 36 H&S 3 3 3 3 3 3 3 JAMB 1 2 2 3 3 4 4 48 H&S 4 4 4 4 4 4 4 JAMB 1 2 2 3 3 4 4 60 H&S 5 5 5 5 5 5 5 JAMB 1 2 2 3 3 4 4 72 H&S 6 6 6 6 6 6 6 JAMB 1 2 2 3 3 4 4 84 H&S 7 7 7 7 7 7 7 JAMB 1 2 2. 3 3 4 4 96 H&S 7 7 7 7 7 7 7 JAMB 1 2 2 3 3 4 4 108 H&S 8 8 8 8 8 8 8 JAMB 1 2 2 3 3 4 4 120 H&S 9 9 9 9 9 9 9 JAIVIBI 1 1 2 1 2 1 3 1 3 1 4 14 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. NOTE: 1. IF SIZE INTENDED IS NOT SHOW, USE NEXT LARGER SIZE. COMPARATNEANALYSIS - NUMBEFI OFANGHORS USING #8 WOOD SCREW HEIGHT (IN) WIDTH(" 12 18 24 30 36 42 48 1 54 59 65 72 85 96 H&S 1' 1 1 1 1 1 1 1 1 1 1 1 1 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 24 H&S 2 2 2 2 2 2 2 2 2 2. 2- 2 2 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 r12 36 H&S 3 3 3 3 3 3 3 3 3 3 3 3 3. JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 48 H&S 4 4 4 4 4 4 4 4 4 4 4 4 4 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 60 H&5 5 5 5 -5 5 5 5 5 5,5 5 5 5 JANE 1 2 2. 3 3 4 4 4 5 5 6 7 7 72 H&S 6 6 6, 6 6 6 6 6 6 6 6 6 6 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 84 H&S 7 7 1 7 7 7 7 7 7 7 7 7 7 7 JAMB 1 2 1 2 3 3 4 4 4 5 5 6 7 7 COMPARATIVE ANALYSIS - NUV13M OF ANCHORS USING 3/16" E-CO TAPCON HEIGHT (IN WIDTH(M .12 18 24 30 36 1 42 48 54 59 65 72 4 85 j 96 12 H&S 1 1 1 1 1 1 1 1 1 1 1 1 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 24 H&S 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB 1 2 2 3 3 4 ,4 4 5 5 6 7 7 36 H&S 3 3 3 3 3 3 3 3 3 3 3 3 3 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 48 H&S 4 4 4 4 4• 4 4 4 4 4 4 4 4 JAMB 1 1 1 2 1 2 3 1 3 4 4 4 5 5 6 7 &S 5 5 5 5 5 5 5 5 5 5 5 5 5 JAM 1 2 2 3 3 4 4 4 5 5 6 7 7 72 H&S 6 6 6 6 6 6 6 6 6 6 6 6 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 84 H&S 7 7 7 7 7 7 7 7 7 7 7 7 7 JAMB 1 2 2 3 3 4 4 4 5 5 6 7 7 UNIT WIDTH 1 8 . 1 15 INTERIOR ^� 5 EXTERIOR 5 (� 3 10 0 iHi ❑ 4 r OVERALL FLANGE WIDTH 5 Be 1 TYPICAL HORIZONTAL SECTION 15 EXTERIOR INTERIOR OVERALL UNIT FLANGE HEIGHT HEIGHT 1 • GLASS TYPE (SEE SHEET 3) NOTE: ITEMS 9, 11-14 ARE USED, BUT 5 / \ 2 NOT SHOWN FOR CLARITY ALTERNATE FIN FRAME 10 ❑ i ��� g R. • L 0 Mgn 1 = *• 0�51 * = 1900 SW 44TH AVE. +(/t OCALA, FLORIDA 34474 TYPICAL VERTICAL SECTION STA T SECTION VIEWS & ALTERNATE FIN FRAME - NON IMPACT ORIOQ;•�ZSERIES: 8300 HAWN: AAJ ATE. 8/13/2009 PROPRIETARY AND CONFIDENTIAL �� lss ��%TOM�\� r 'CALE: 7ING. NO.: ION WINDOWTHE FORMAT MSCINCTANYREP ODUCTIONAINED IN THIS INNPARTORASAWHOLEWITHOUG IS THE SOLE PROPERTY OF STHE /�//���NAj1E\\\� 'PVC FIXED EV.LETTER;NTS SHEET: CWS-33 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. A 10 OF 14 Item # Part # Description 1 H-6006B Fr., PW, Main, Head 2 H-6006B Fr., PW, Main, Sill 3 H-6006B Fr., PW, Main, L. Jb. 4 H-600.613 Fr., PW, Main, R. Jb. 5 S-6015 Glz. Bd., Fxd. (3/4"-O.A. I.G.) 7 S-1504 Anchor Clip 8 P-3752 Cap Plug, 1/2" Hole 9 P-3438 Hot Melt, TruSeal, "H" 10 P-3352 Set. Blk., 85 Dur., 1/8" x5/8" x2" L . 11 P-3684 PW-8300 Gold Cert. Label, NFRC Tab 13 P-3881 Temporary Lbl. (NFRC/DP) 14 P-3613 CWS Lbl. (logo) 15 Glass, Fixed 16 H-6006A Fr. Main, PVC, Fin 17 P-31 3 iScrewSupport for PVC 3 1/8" 117 1 2 3 4 21/16" �1/16" 2 0 PVC FRAME FLANGE - H 6006B 7 2 9116" �1/16" ANCHOR CLIP S-1514 ALUM - 6063-T6 3/8" �0.1/4" II , 1�/2., PLAN VIEW OF ANCHOR CLIP PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1/16" PVC FRAME FIN - H 6006A r7111/16" 7/8"6 1— PVC GLAZING BEAD - S 6015 3/16 � T SCREW SUPPORT - P-3113 •��G E N S� �3 5'Y51L-�15 v, • �, y .YIN;'FJvr 1900 SW 44TH AVE. OCALA, FLORIDA 34474 O; STATE OF ;� TI T EXTRUSIONS & B.O.M. - ���••p;OF10P���� ERIEs:8300 MOULL' PVC FIXED LITE 'c CORNER CONSTF C CORNER WELD (ALL SIDES) AAJ 8/13/2009 NTS W�' N": CWS-33 A 61-ILLI:11 OF 14 CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY 2 112" BY OTHERS (MIN EDGE DIST.) eDoO Dp •D p' Dp Dp DD Dp Dp EXTERIOR FINISH BY OTHERS PERIMETER CAULK BYINSTALLER WINDOW FRAME HEAD WINDOW FRAME h SILL PERIMETER CAULK = BYINSTALLER EXTERI BYYOTHERSINISH� ('I 11/4"1/4" MAX SHIM (MIN EMBEDMENT) I (SEE NOTE 2.& 3 SHEET 2) 1/4" MAX SHIM ---1 (SEE NOTE 2 & 3 SHEET 2) I (MIN EMBEDMENT) INSTALLATION ANCHOR, 3/16" DIA. p p p °p MASONRY ANCHOR. • pp 3_]LZ .p ' -� ° . e• INSTALLATION MIN EDGE DIST. ° I I \ ( ) ,N p , I ANCHOR CLIP • n • p ANCHOR, #10 WOOD SCREW ANCHOR CLIP • op p 1 BY WOOD BUCK CAULK BETWEEN BUCK AND p ° p7� BY OTHERS `\ n ° OPENING BY OTHERS CONCRETE/MASONR . a WINDOW FRAME I pp BY OTHERS F] p .p WINDOW FRAME JAMB CONCRETEWASONRY I X tl' BY OTHERS p n' JAMB � p p CAULK BETWEEN ° • ° . • p BUCKANDOPENING DPp Dep ° 11/4" p' p' I ° ° BY OTHERS (MIN EMBEDMENT) p ° °p II I� • p ? U PERIMETER CAULK .0. 2 BY WOOD BUCK 1BY WOOD BUCK 00PERIMETER CAULK DOe •n BY OTHERS �1 1 BY OTHERS e e �oqp• BYINSTALLER BYINSTALLER moo,^ o e ODOonn"Oo EXTERIOR FINISH o0O - 111" MAX SHIM BY OTHERS EXTERIOR FINISH SEE NOTE 2 & 3 SHEET 2) BY OTHERS �D1HORIZONTAL SECTION G HORIZONTAL SECTION ANCHORCLIP 12 CLIP(MASONRY) 12 CLIP (WOOD) INSTALLATION ANCHOR, 3116" DIA. MASONRY ANCHOR. ti 4 D•D . • P • D ! � D • • D •p•:� •D• D. •D•D• D• •D• D• O• CONCRETE/MASONRY BY OTHERS A VERTICAL SECTION t12 FRAME(MASONRY) EXTERIOR F BY OTHERS CLIP / 1/4" MAX SHIM SEE NOTE 2 & 3 SHEET 2) 1 BY WOOD BUCK VVVV BY OTHERS 2 i/2" 1� (MIN EDGE DIST.) EMBEDMENT) ANCHOR CLIP WINDOW FRAME INSTALLATION ANCHOR, 3/16" DIA. SILL MASONRY ANCHOR. PERIMETER CAULK �J"1/4" MAX SHIM BYINSTALLER O ----F SEE NOTE 2 & 3 SHEET 2) NISH °D.> D•D D°•D D D, .D D °• D D D 1, D D. D D D D D D (MIN. EMBEDMENT) • D • D DD.o DDD DD ,DDD p.D: o •D: o � D,D° D D: � ° •0 n ° DDDD OTHERS I ALT. PRECAST SILL DETAIL 12 CLIP (MASONRY) PROPRIETARY AND CONRDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. EDGE DIST) DRYWALL BY OTHERS 1BY WOOD BUCK 1 3/6 BY OTHERS '.': (MIN. EMBEDMENT) DRYWALL CONCRETEWASONRY '• BY OTHERS BY OTHERS J' ' 1/4" MAXSHIM •'Q (SEE NOTE 2 & 3 SHEET 1/4" MAX SHIM 2) (SEE NOTE 2 & 3� •••' •'� CAULK BETWEEN BUCK DRYWALL CAULK BETWEEN BUCK a SHEET 2) G • e AN OPENING BY OTHERS BY OTHERS AND OPENING BY OTHERS CAULK UNDER SCREW INSTALLATION ANCHOR, 3/16"DIA. HEAD BY INSTALLER ' j— CONCRETE SCREW W/ NEOPRENE . ' . A A INSTALLATION ANCHOR, (MIN. EDGE DIST.) I BACKED WASHER THRU SCREW SUPPORT A A WINDOW FRAM • • • #10 WOOD SCREW THRU _ JAMB a SCREW SUPPORT 4 C •o.• O �'• 4 0 •, D • D n CAULK BETWEEN BUCK CONCRETE/MASONRY BY OTHERS ;• D • D • •:.. D • D • D D ', (MIN. EMBEDMENT) • 2]L2. S �a' (MIN. EDGE DIST) ' A . C ua , • �CONCRETE/MASONRY AND OPENING BY OTHERS �• 1 BY WOOD BUCK BYOTHERS �a'p •. s.a•:.•:r A EXTERIOR FINISH BY OTHERS —�� 'j''• PERIMETER CAULK PERIMETER CAULK �•' BY OTHERS MAX SHIM (SEE NOTE 2 & 3 SHEET 2) 1 1 4 BY INSTALLER MIN. EMBEDMENT EXTERIOR FINISH BY INSTALLER EXTERIOR FINISH BY OTHERS 2 BY WOOD BUCK BY OTHERS PERIMETER CAULK BYINSTALLER _ CAULK UNDER SCREW BY OTHERS /� HORIZONTAL SECTION HEAD BY INSTALLER E HORIZONTAL SECTION 13 FRAME (WOOD) WINDOW FRAME 13 FRAME(MASONRY) HEAD INSTALLATION ANCHOR, INSTALLATION ANCHOR, 3(16" DIA. CONCRETE SCREW 3116" DIA. CONCRETE SCREW W/ NEOPRENE BACKED WASHER w/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT THRU SCREW SUPPORT WINDOW FRAME CAULK UNDER SCREW ' HEAD BY INSTALLER PERIMETER CAULK 1/4" MAX SHIM BY INSTALLER (SEE NOTE 2 & 3 INSTALLATION ANCHOR, 0 SHEET 2) 3/16" DIA. CONCRETE SCREW EXTERIOR FINISH wl NEOPRENE BACKED WASHER THRU SCREW SUPPORT BY OTHERS D ° . o • °D.o ° _ o D v •C••o CAULK UNDER SCREW HEAD BY INSTALLER .D o D ° D D D o D • ° p°' °D . o D C ° D p- o ° VD ° G D D p° D D (MIN. EMBEDMENT) WINDOW FRAME ° D ° p • P .. o p ° ° ° o ° SILL STRENGTH D °p D . ° p D . p GHIGH ROUT OTHERSRUCTURAL •D p° D oD °D ° PERIMETER CAULK 1/4" MAX. SHIM �- '4 BY INSTALLER (SEE NOTE 2 & 3 SHT 2) MASONRY (MIN. EDGE DIST) BYOOTHETE EXTERIOR FINISH %J1 ALTERNATE PRECAST SILL DETAIL BY OTHERS ,s1 a ••':}••• ' 13 FRAME.(MASONRY) ,; p•a � s1z:s? s� SILL STOOL •D•D. BY OTHERS -,j D • D • • D.Q� p u ; `'> Dp • D•p • D • , o�D .• D USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL o D • D • o D . • D • D • •0 1 1'4 BY OTHERS a . D . :. . D • . P . • • D • D . • ! p D • • D e De e D D: • D �De • D• a i• ,r-D .. D• a CONCRETE/MASONRY°Luz BY OTHERS • (MIN. EDGE DIST.) PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. Liz (MIN: EMBEDMENT) SHEATHING BY OTHERS CAULK BEHIND FIN BYINSTALLER °1pt•, WINDOW WRAP BY INSTALLER: ,' r °• EXTERIOR FINISH ° o0 BY OTHERS PERIMETER CAULK BYINSTALLER WINDOW FRAME;' _ WINDOW FRAME—\ r PERIMETER CAULK BYINSTALLER - ob EXTERIOR FINISH BY OTHERS - WINDOW WRAP BYINSTALLER o• CAULK BEHIND FIN BY INSTALLER ' INSTALLATION ANCHOR, #8 WOOD SCREW ANCHOR 2 BY BUCK \71 BY OTHERS MAX SHIM (SEE NOTE 2 & 3 SHEET 2) 114E MAX SHIM D � SEE NOTE 2 & 3 SHEET 2) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, #8 WOOD SCREW ANCHOR a• 1 112" (MIN. EMBEDMENT) C VERTICAL SECTION 14 FIN (WOOD) 2 BY WOOD BUCK — BY OTHERS INSTALLATION ANCHOR, #8 WOOD SCREW ANCHOR 1 2• (MIN. EMBEDMENT) --{ 114E MAX SHIM SEE NOTE 2 & 3 SHEET 2) r--i) —WINDOW FRAME u • •� •° •o OOd.. a SHEATHING BY OTHERS �qY ul r CAULK BEHIND FIN BYINSTALLER PERIMETER CAULK BYINSTALLER WINDOW WRAP EXTERIOR FINISH BYINSTALLER BY OTHERS F HORIZONTAL SECTION 1q FIN(WOOD) PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. r1orlud 13ullullig L.UUG LJ111111G uur.iiwww.Liviivavuiiuixi&vi&.YitY'_aYY_uu.uorn N..,"ILL vr... V�i... r �,.i�� a�3"' s A r'",�' a�-'"t'r 1 aev r-�tti� ��s,� r' �;• �+� �i"`.,' � j _ f�r� BCLS Home Log In 1 User Registration Hot Topics Submit Surcharge Stats & Facts ( Publications E FBC Staff BCIS Site Map Links Search A � Product Approval s A� USER: Public User 9 ' Product Approval Menu > Product or Application Search > Application List > A tan Detail - .}rr . FL # FL4 91-R4 PP A ication YP lType Revision Code Version 2007 c Application Status Approved a i Comments Archived Product Manufacturer Custom Window.Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Michael La Fevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone/Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352)368-6922 Ext208 Ra]Dh@cws.cc Category Windows Subcategory Single Hung Compliance Method valuation ort from a Florida Registered Architect or a Licensed FI ofessional Engineer { Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL4091 R4 COI 510875 (Eva] Rep SH-8100 Nan-Imoact Oriel Wdws).Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/101/I.S.2/A440-05 2005 Equivalence of Product Standards Certified By 1 of 3 11/18/2010 8:14 AM Onua tsulluing t_.oue ulume 1ntf1.//www.11v11uautu1u111V'.u1r,(I.r1/pi_ayy_uu.abYA:Yaiaui wvnvn... 1 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/30/2009 Date Validated 05/04/2009 Date Pending FBC Approval 05/12/2009 Date Approved 06/09/2009 Summar f Products FL At Model, Number or Name Description 4091.1 8100 Vinyl Flange/Fin Frame 8100 Vinyl Flange/Fin Frame Single Hung Single Hung Limits of Use Installation Instructions. Approved for use in HVHZ: No FL4091 R4 II CWS-154B (SH-8100 Non-Impact).Pdf Approved for use outside HVHZ: Yes Verified By: Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: 8100 Vinyl Flange/Fin Frame Single Hung H-LC50 FL4091 R4 AE 510856A (Eval Pei) SH-8100 Non -Impact (53" x 76") 53 x•76).pdf Created by Independent Third Party: Yes 4091.2 8100 Vinyl Single Hung 8100 Vinyl Single Hung w/ Alum. Meet. Rail, Eq. lite and Oriel Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R4 II CWS-341 (SH-8100 Non -Impact Oriel Approved for use outside HVHZ: Yes Wdws).odf Impact Resistant: No Verified By: Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: SH-8100, 48 x 90, Oriel, DP 45 PSF; SH-8100, 40 Evaluation Reports x 84, Eq. Lite, DP 50 PSF. FL4091 R4 AE 510875 (Eva] Per) SH4100 Non -Impact Oriel Wdws).pdf Created by Independent Third Party: Yes 4091.3 8100 Vinyl Single Hung 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R4 II CWS-293.(SH-8100 Non -Impact Approved for use outside HVHZ: Yes 52x96)pdf.pdf Impact Resistant: No Verified By: Roberto Lomas 62514 Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other: SH-8100, 52 x 96, Oriel, DP 67.5 PSF. Evaluation Reports FL4091 R4 AE 510866 (Eva[ Rep SH-8100 Non -Impact 52x96).pdf Created by Independent Third Party: Yes Back Next Department ofCommunfty 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 Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: -.Fig— of 3 11/18/2010 8:14 AM 1U11Ud DLIIlUlllg %-uuG kima1G 11LLP:// W W W.11UIIUUUU11UIllg UlgtpllpiLd p_ULL.dSPXIPUId111—Wki VA... ;CCU ritymrr dtor YeriSlOn w Trunatl of 11/18/2010 8:14 AM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510866 336-945-9695 Manufacturer: Custom Window Systems 1900 S.W. 44a' Avenue Ocala, FL 34474 Product Line: 8100 Vinyl Single Hung Oriel Window Non — Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 913-72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: 8100 Vinyl Single Hung Oriel Window, non -impact. Frames are constructed of PVC and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS-293, sheet 1 of 7 titled, 8100 Vinyl Single Hung Oriel Window, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL-210-3508-3 signed and sealed by Gerald J. Ferrara P.E. National Certified Testing Laboratories Orlando, FL AAMA/WDMA/CSA101 /1.S.2/A440-05 Design pressure: ±67.5 psf Water penetration resistance: 10.125 psf 3. Anchor calculations, report number 510867, prepared, signed and sealed by L. Roberto Lomas P.E. 4, Comparative analysis, report number 510867-1, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±67.5 psf • Maximum overall size: 53112" x 97 114" • Maximum fixed panel R.L.O.: 47112" x 59 13116" • Maximum active panel D.L.O.: 45 x 26 7/8" • Units must be glazed per ASTM El300. • This product is not rated to be used in the HVHZ. • This product is non -impact resistant and requires impact protection in wind bome debris regions.. • Frame material to be white rigid PVC per N.O.A. 06-1220.61. Installation: • Units must be installed in accordance with approval document, CWS-293. Certification of Independence. - Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 0913012008 SINGLE HUNG ELEVATION (NON -IMPACT) PVC NON4MPACTREWREMENT: (SHOWN Wf DIFFERENT OPTIONS) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. ' S31R7• -- ' MAX OVERALL 4, GLAZING OPTIONS: (SEE SHEET 3) ' FLANGE WIDTH 517W MAX. UNIT WIDTH 53 116- MAX FDT FLANGE WIDTH E 3. CONFIGURATIONS: "OIX7 .. 47 11116- GLASS DLO 51 718' MAX UNIT WIDTH 4. DESIGN PRESSURE RATING (SEE SHEET 3): 47 11116• GLASS DLO -NEGATIVE DESIGN LOADS BASED ON; TESTED PRESSURE AND GLASS TABLES ASTM E 1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE 3 AND GLASS TABLES ASTM E 130D, MAxB- ovERAtt FLANGE 7 O � GLASS 69112 MAX OVERALL S. ANCHORAGE:.THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS .HEIGHT 74 3/4" ` � DLO FLANGE O PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL MAX. HEIGHT GGLASS . 681l4• DLO 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND ►R• MAX. BORNE DEBRIS REGION. UM7 M' 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING ' 97° MAX. X G 3311l16' GLASS 1l2"' X 273l16• RAIL AND JAMB. .. SASH, HEIGHT DLO • HESGHT `1 GLASS DLO 8, REFERENCE TEST REPORTS: NCTL-2103522-1, NCTL 210-3522-1A U 9. SERIES I,MODEL DESIGNATION SH3100. A 451116 GLASS DLO 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL 7 LOADS TO STRUCTURE. BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF GLASS DLO 5 HI SASH ORIEL RECORD. EQUAL SPLIT 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 53118- 12. SECTION CALLOUTS FROM EOUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR 5311w MAX OVERALL LOCATION' FLANGE WIDTH FLANGE WIDTH 51 TIV MAX. UNIT WIDTH 51 718" MAX UNIT WIDTH 47 1111W GLASS DLO 4711l16• GLASS DLO 63 5B• 63 5l16- MAX MAX.OVERALL FLANGE Of21 GLASS OVERALL FLANGE O GI.A155 .. HEIGHT 623W O HEIGHT 62111W DLO MAX MAX ' UNIT UNIT HT. �• 2 8• 18' L24531/�X 0 2"XSS GLASS DLO Ll DDLO ar GLASS p A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 GLASS 60/40 SPLIT ORIEL' 4 HI SASH ORIEL TABLE OF CONTENTS GENERAL NOTES B ELEVATIONS.....1 a� `� �. s .. haao�a a r(•v ��900SW44THAVE• " fLORIDA 34474 ANCHOR SCHEDULE.& NOTES 2 c c.<•, E" .......... - -= - GENERAL NOTES & ELEVATIONS - NON IMPACT - DP CHARTS 8 GLAZING DETAIL ....... 3 _ a ... Isy: SECTION VIEWS &ALTFRAME........A EXTRUSIONS 8 B4O.M5 PRpPIpEfARYANO GO�FIOENTpL _� a w Ell .�, _ ate" PVC SINGLE HUN AIDE 7R/2008 r� ,T .•• ....................... ' INSTALLATION DETAIL....................6A THE INFORM0.TI�N CONfAQJEp IN THIS DRAWDMa IS THE SASAW PERIP,JJF THE VVINDOW SYSTEMS.ING ANY REPRODU=ION IN PARTORA6AwryC i WerH�rlf 6 _ `�• - 8100 CWS-154 ' • "FL P. `�1a625t� e,� NRUTTEN PERMLSSION of CUSTOM WINDDW SYSTEMS ING IS PR6 pS lj�{ ::r __' •,. Ev. LLTT ` A 1 OF e 'yid A,yY• ¢,. .�-s •. � one � -�;...`��' Lti%`•�aa.• 6 1 14' S SEE NOTE 2 MAX MAX 0.0. 6' .MAX 4• I MAX ]6_ .(TYP) MAX O.C. MAX INSTALLATION ANCHORS TYP. C= u y t' ANCHOR LAYOUT - (FLANGE ) 'THRU FRA11E L CUP (►MSOMY OPMNrl ANCHOR LAYOVfj- MINI THRU K41UNG Fri ON0000PENMGI NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATIO C 2. SHIM AS REO•D AT,EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 111W IS PRESENT. 3_ LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3116" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1AV INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2.12" SHALL BE ACHIEVED. 5. N10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. A L S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. ,`��� . _ Si; ` • r : �, 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ��� r r ^ `� a 1,• .� 00 S 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �• a°�� c ;w v A WOOD -MINIMUM SPECIFIC GRAVITY OF G--0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL _ a C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE K TYPE 1 (OR GREATER). o - PROPIEETARYANO CONR0ENry1t - • :. a c THE INFORMATION CONTAINED W TIUS DRAWING IS THE SOLE PROPERTYOF gl,$CO L: RQB O e l: . MWOWSYSTEMS.INC. ANY REPRODUCTION W PART ORAS AWHOIEWf1i10Uf THE' - FL P. R0. M14•' •'..�.. - r7 ' WRITTEN PERMISSION OFCUSTOM WRUIOW SYSTEM. RJG IS PROHBIIE@ u t.',�(•�-•.r i', •'s. 144TH AVE. FLORIDA 34474 717/2008 A r—'2OF8 (I� TYPE 271/2 291/2 31112 351/2 39112 411/2 43112 47112 51112 53112 561/2 69112 63112 231/2 A,B,C,D +;501-50 +501-50 +501-50 +501-50 +501-50 +501-50 +501-50 +60/-60 +50/-50 + Sol- 50 +50/-50 .+501-50 +50l-50 271/2 A,B,C,D +'501-50 +501-$0 +501-50 t50L-50 +50/-50 t50/-50 +501-50 +50/-50 +501-50 +50l-60 +601-50 +50/-SD +60/-60 29112 A,B,C,D +.501-'50 +501-60 +50/-50 +601-50 +501-50 +501-50 +501=50 +50/-50 +50/-50 +601-50 +60/-50 +60l-50 +80l-50 311/2 A,B,C;D ;#501-50 +501-50 +501-50 +501-50 +501-50 +Sol.60' +501-50 +501-50 +50/-50 +60l-50 +50/-50 +50/-50 +501-50 35112 A.B,C,D +,$0/-50 +50l-50 +501-50 +501-50 +50/-50 +50/-50 +501-50 +501-60 +501-50 +501-50 +501-50 +601-50 .+501-50 391/2 A,B,C,D +.501-50 +501-50 +501-50 +501-50 +501-50 +50/-50 +501-50. +601-60 +501-50 +501-50 +501-50 +50/'-50 +501-50 411/2 A,8,C,D +601-50 +501-50 +501-50 +501-.50 +501-50 +501-50 +501-50 +501-50 +50/-50 +S0/-50 +60/-50 +501-50 +50l-50 43112 A,B,C,D ,}501-50 +501-50 +501-60 +501-50 +50/-50- +501-50 +50I-50 +50/-SO +50l-50 +SO!-50.. +507.50 +50/-50 +501-50 471/2 +50/-50 +50/-.50 +501-50. +501-50 +50/-50 +50l-50 +601-50 +50/-60 +501-50 +501`-50 +50l-50 +501.50 51112 EA,,C,01.50 ,C,D .+SO! -so 1 +501-50 +50/-50 +SQ!-.50 +50./-50 +501-50 +501-50 +SOL-SD +501-50 +501-50 +50/-50 t50J-50 +501-50 00WADDHTYSIZES (TR1oT1Pj HEIGHT (Y� WIDTH (” GLASS TYPE -, 26 .38318 50 518 1 58 fi3 72 78 191/8 A,B,C,D `+501-50 +501-50 +50/-50 +50/-50 +50/-50 +50/-50- +50/-50 26112 A,B,C,D +501-50 +501-50 +501-50 +50/-50 50/- +50/-60 +50/- 37 A,B,C,D +601-50 +50/-50 +50/-60 +601-50 +50/-5 +60/-50 +50/-50 531/8 A,B,C,D +501-50 1 +50/-50 +501-50 +50/-60 +50/-60 +50Y-50 +50l-50 7Ft3/4. OVERALL 311W ANNEALED GLASS We AIRSPACE 3116' ANNEALED GLASS 3W OVERALL 11V TEMPEREDGLASS 1W AIR SPACE . 1/8' TEMPERED GLASS k - ems. J GLASS TYPE B NOTE: 1. IF SIZE INTENDED IS NOT*NOVIOt , USE NEXT LARGER SIZE_ Zr PROP1iETARTMDGQRFl0eN7AL THEom ONSYSTEMS.Wi-ANYREPRODUCTbNMPARTOHSASAiMHEIE PROdIR�Tt FL.P.E.Nb.62514v �: •: WRITTF7i PERMISSION OF CUSTOM YRNDOW SYSTBYM INGI�j(�i ITED. Q - �• 65112 1 67112 1 71 1/2 1 74 314 +501-50 +501-50 +50/-50 +501-50 +501-50 +501-60 +501-50 +501-50 +501-50 +501-50 +501-60 +501-50 +60/-50 +501-50 +501-50 +501-50 +501-50 +501-50 +501-50 +50I-50 +50/-50 +501-50 +.501=50 +501-50 +501-50 +501-50 +50/-50 +501-50 +501-50 +501-50 +501-50 +501-50 +50/-50 +50/-50 +50l-50 +501-50 +50/-50 +50/-50 +50/-50 +50/-50 3/4' OVERALL 3116' TEMPERED GLASS 318' AIRSPACE 3118' •TEMPERED GLASS GLASS TYPE D UPDATED PER NEW FBC REQUIREMENTS 107101 SW 44TH AVE. -A, FLORIDA 34474 DESIGN PRESSURE CHART / GLAZING - NON IMPACT PVC SINGLE HUN ADE 71712E L. 810E SCALE: "CWS EV. LETTER:. A „ ' 3 OF 8 OVE PL A HE]i TYPICAL WRTIP AL SECTION a: TEF °LA TYPICAL HORIZONTAL SECTION NOTE: LEFT 510E SHOWS RXED LITE CUTAWAY, RIGHT SIDE SHOWS SASH CUTAWAY ALTERNATE FIN FRAME ,t R�aapea �. �,. 900SW44THAVE. NO MS 20, 23, 25, 28. 31, 36, 37, 44, `� a : �/y�/(,r��y)� ALA, FLOR44A 34474 51, 52, 55, 56, 64, 67, 68 ARE USED BUf NOT a" /L �n:. {' -�^ '.r SHOWN FOR CLARfTY. �o SECTION VIEWS /ALT. FRAME -NON IMPACT PROPgerAgrArw COIfTDt]RML 'A,, r'� +'• i • �+ ^ ..:z +'PVC SINGLE HU vym • ADE 7/7/200B 7HEINFORM DONCOWAKMNTHSDRAWN019THESOLEPROPERnj�Fc otl .—ehsfoE![I = c WINDOW SYSTEMS. INC. ANY REPRODUCTION N PARTORAS AW4OLEWI �Ee FL P.E:NO:6z5f4 -•-o: AFL CWS-1, WRMEN PERMISSION OF CUSTOM WNDON SYSTEMS. INC. IS PROH ISUM s �'. EV. LETTER: A. H 4 OF 8 9 00 0a• ib. 2 3 PVC FRAME FIN-6026 PVC FRAMETLANGE-6031 I K3.1'.wTi PVC SASH SIDE RAIL-6004 ll�-- Wr /@ REINF. S.B.R./S.S.R. - 1498 ALUM.6063 T=6 PVC SASH BTM. RAIL-6028 REINF. FIXED MTG. RAIL-1 499ro ALUM 6063 T= it ilia, REINF. SASH MTG. RAIL-1497 ALUM 6063 T-6 J@ PVC SCREEN SUPPORT - 6014 FRAME CORNER 2 211V CONSTRUCTION PVC SASH MTG. RAIL-6027II CORNER WELD (ALL SIDES) 1 7116—� PVC FIXED MTG. RAIL-6001 Z FIXED AMAEE—nNG RAIL SCREWED TOGETHER WITH OUTERFRAME NIB" ANCHOR CLIP, 1504 15 ALUMINUM 6063-T6 16 PVC GLAZING BEAD-6016 I O 114"_ NOTES: ITEMS 21.22, 241 42. 43, 49, 50, 57-01 ARE %Oi 3jPL;WVIEW OF USED ON THIS PRODUCT ANCHOR CUP 131ir PVC SCREEN CATCH- 601.1, 3119, PVC SASH STOP-6029 PftWFIETMYMD 00)EIDEMI&L YNG INFORMATION COMAMM PA THS DRAV&JG 19 THE SOLE PROPER3Y OF CUSfOht WINDOW SySrM. IW �=pEpROUUCTI�qWp"T R ApVRMo W -�jrx FL P.E..NO-625`14 .roM"'Ma SYSTEMS� 14f; WRlrrF.N PEMSSION 0 15 oMtTM" z x- t000t 0 SW 44TH AVE. ALA,FLORIDA 34474 _7EXTRUSIONS / B.QJ I! PVC SINGLE HUN W-8100 Am r",-, wynoos A . �•: 11V MAX. SHIM (MIN EMBEDMENT) (SEE NOTE 283 ON SHT. 2) 1H•MAX SHIM 1.918• . 1 BY WOOD BUCK CAULK BETWEEN BUCK p ♦p ' (SEE NOTE 2 6 3 ON SHT. 2) (MIN EMBEDMENT) BY OTHERS AND OPENING BY OTHERS 2 tn' ♦ , ANCHOR CLIP 1+J • • ' (MIN EDGE DIST) ep , �� ' I p. • 4: CONCRETEIMASONRY BY OTHERS -. ;a..` 2 112" (MIN. EDGE DIST.) INSTALLATION ANCHOR, p p 3/16' DIM. MASONRY ANCHOR • CLIP OR 4• INSTALLATION ANCHOR, • • • p 010 WOOD SCREW D p p • • • ' p • • p • o • • • • rr . s p� D 1 1/4' • . 1 BY WOOD BUCK BY OTHERS ♦ • i CAULK BETWEEN BUCK n D D D • •' D V C . D �. D (MIN EMBEDMENT) p p • , n AND OPENING BY OTHERS • • • • • •p p• p . p• a ��' • • (SEE NOTSHIME p p ' O ♦ • 2BY WOOD BUCK , p 8Y OTHERS EXTERIOR FINISH ' k'? BY OTHERS I n �— 2 6 3 ON SHT. 2) • ♦ • p 'p ♦p • • • 4 • • •4' i• CONCRETEIMASONRY p PERIMETER CAULK CAULK BETWEEN p , BUCK • . , BY OTHERS p G BY INSTALLER LANCHOR AND OPENING BY OTHERS *' •p ♦p • • >' CUP • p p . p . WINDOW FRAME �p� •� WINDOW FRAME �.- • : ' �• JAMB PERIMETER CAULK BYINSTALLER • • HEAD -;`.; T e;M-.•,k ' INSTALLATION ANCHOR, PERIMETER CAULK nag'^' Qo BY INSTALLER • - 3116• DIA. MASONRY ANCHOR. EXTERIOR FINISH • HORl20NTAL SECTION BY OTHERS C HOR120NTAL SECTION ''r' 6 CUP (MASONRY) 6 CUP (WOOD) ANCHOR . CUP WINDOW FRAME _ - SILL INSTALLATION ANCHOR. • 3116- DIA MASONRY ANCHOR PERIMETER CAULK BY INSTALLER 114' MAX. SHIM ON 6HT.2) .. _ ' EXTERIOR FINISH BY OTHERS D . ► - • •. • D INSTALLATION 3/16' DN. MASONRY ANCHOR D. , i D ' i p • ► D . WINDOW FRAME D . •D - wo- •p1114. SILL t, i �: p:D► :. D �► D P►•a►� •t: D' • (MIN EMBEOMEN I • D D D PERIMETER CAULK ANCHOR ♦ D • i • • ♦' • D• ' D� • . • . P D, BY INSTALLER •� cup .:� • D, ; D �. D• P• D .: . i C . EXTERIOR FINISH 114- MAX SHIM (SEE NOTE 2 6 3 CONCRETEIMASONRY 1 " ,p. BY OTHERS ON SHT. 2) BY OTHERS (MIN EDGE DIST.) •.p � (bALTER ASOATE PRECAST SILL DETAIL 6 CLIP (MASONRY). A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 IBYWOOD BUCK o. •�.S' ��i!-o .•.�p'. ►= •w• BY OTHERS , t1(., - o i o�P 1114 • ; o . : o . •� ► . : ••� .o (MIN EMBEDMENT) 7 1900 5W 44TH AVE. •oo;i �'♦: s. :��n• �•• �• •`►.•d'. ,�..•` ::< ., .�"A CALA.FLORIDA 34474 Fes`-. = 2 t(2 t` _ •.. INSTALLAT)ON DETAIL WlCLIPS -NON IMPACT F ;,a1 (MIN. EDGE DIST.) ..: :;- 001FIDEW917- ' C' j -.%,' -•: PVC SINGLE HUN AIDE 7/7/2008 ;`•' • VERTICAL SECTION PROPMETARYAND .. CONCRETE/MASONRY 'THE INFORMATION CONTAAIEO IN THIS DRAWING IS TTIE. N'•OF Ch9T6 H- �• U _ _ 8100 . NITS • CWS-154 - -:= 6 CUP (MASONRY) .- BY OTHERS 1MNDOWSTSTEMS.INGAN1fREPR000CTONMPARFaRASA THE �'_ WRITTEN PERIISMONOFCUSTOM WNDONSYSTEM%INMLiDROHI6If 0 z 'LETTER: Ham' _ ¢ .'„' A 80F8 ;,;',^ sir , • ,tasrt- •�:..:° '. 1.7 E' CAULK BETWEEN BUCK ANR OPENING BY OTHERS (MIN EDGE DIST.) CONCRE'TEIMASONRY" . �' • BY OTHERS • • ' •Y ; EXTERIOR FINISH , BY OTHERS PERIMETER CAULK ;fit BYINSTALLER WINDOW FRAME HEAD DRYWALL BY OTHERS DRYWALL BY OTHERS 1 114• (MIN EMBEDMENT) 114' MAX SHIM (SEE NOTE 2.& 3 ON -HT. 2) BY OTHERS . Y . • INSTALLATION ANCHOR, 3116• DIA. • •® •'•�• MASONRY SCREW w1NEOPRENE BACKED WASHER THRU SCREW �� �• SUPPORT • 4 • ' •'� . (MIN EMBEDMENT • �•♦ 2 • • • 4 I 1 OTHERS BUCK' (MIN EDGE DIST.) • 114' MAX SHIM (SEE NOTE 2 & 3 ON SHT, 2) y 18Y WOOD BUCK CASILK UNDER SCREW BY OTHERS HEAD BY INSTALLER HORIZONTAL SECTION — INSTALLATION ANCHOR, 3116' DIA. ® FRAME (MASONRY) MASONRY SCREW w'NEOPRENE BACKED WASHER THRU SCREW SUPPORT . CAULK UNDER SORE ' HEAD BY INSTALLER WINDOW FRAME SILL CAULK UNDER SCREW HEAD BY INSTALLERi V' `� n - INSTALLATION ANCHOR, 3JiGDUL tiUl MASONRY SCREW WINEOPRENE 'BACKED WASHER THRU SCREW PERIMETER CAULK. SUPPORT BYINSTALLER EXTERIOR FINISH BY OTHERS .� J CONCRETEI ASONRY 2-= F•-- BY OTHERS (MIN. EDGE DIST.) HIGH STRENGTH;'< STRUCTURAL. VERTICA! SECTION GROUT BY OTHERS a - E (MASONRY) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORTTO MAKE SILL LEVEL BY OTHERS PERIMETER CAULK SYMISTALLER NE (MIN. EMBEDMENT) 110 MAX SHIM (SEE NOTE 2 & 3 ON SHi. 2) INSTALLAON ANC - & 1 19WOODnANCHORHOR WINEOPRENE BACKED 6CREW UPPORTTHRU ►gyp' • '•. �. 2 BY WOOD BUCK BY OTHERS tyG L{{• PERIMETER CAULK BY INSTALLERAND CAULK BETWEEN BUCK OPENING BY OTHER? EXTERIOR FINISH BY OTHERS t SECTION . DHORIZONTAL 7 FRAME(WOOD) INSTALLATION ANCHOR, 3116' DIA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU 13CREW SUPPORT IW BY INSTALLER I (SEE OXTE 21 & 3 ON SHT. 2) EXTERIOR FINISH BY OTHERS �. D• ' ' - :� - • D� P .e I> D.# D . • A. "D .. D •DD� D t+ D D'� � p.i D � .p G D.� '► '► CONCRETFJMASONRY ALTERNATE PRECAST SILL DETAIL BY OTHERS T FRAME (MASONRY) r, EDGE DIST.) SW 44TH AVE. A FLORIDA 34174 W' IN OF ON E� FLOP f;., N6.625J4, t � �hl� �: L�1:�J • G L p .4 pp e A � 1' 7OF8 SHEATHING 1 L2! BY OTHERS (MIN EMBEDMENT) EXTERIOR: FINISH wO'e BY OTHERS CAULK BEHIND flN'• 2 BY WOOD BUCK BYINSTALLER 4. BY OTHERS, WINDOW.WRAP ~'� 'INSTALLATION ANCHOR, BY INSTALLER f8 WOOD SCREW PERIMETER CAULK ' BYINSTALL_ER 1/r MAX SHIM fY:a. (SEENOTE2S30NSHT.2) . 2 BY WOOD BUCK 114' MAX SHIM BY OTHERS WINDOW -FRAME HEAD .r - I (SEE NOTE 2 6 3 ON BHT. 2) ,. INSTALLATION ANCHOR, i8 WOOD SCREW WINDOW FRAME N 112• JAMB (MIN EMBEDNEM SHEATHING • t. f • b BY OTHERS a •b• - „� - EXTERIOR FINISH WINDOW FRAME BY OTHERS WINDOW WRAP SILL", BY INSTALLER - CAULK BEHIND FIN BYINSTALLER .. - .PERIMETER CAULK BY MSTALLER CAULK BEHIND FIN 1/4' MAX SHIM BY INSTALLER (SEE NOTE 2 S 3 ON BHT. 2) HORIZONTAL SECTION B FIN (WOOD) PERIMETER•CAULK 2 BY WOOD BUCK BY INSTALLER BY OTHERS , WINDOW WRAP °' - A UPDATED PER NEW F8C REQUIREMENTS 07/07= BYINSTALLER �u• %; `• INSTALLATION ANCHOR. •ii 14� i f - •s EXTERIORfINISH �y.°- #a WOOD SCREW BY OTHERS;= •'pis `\` - .. ..'� ' ' ,: ` •. `�-,: ` _.r o°oao e�T 900SW44TNAVE. �v" ALA, FLORIDA 34474 ';'SHEATHING S-I3Y ( (MIN EMBEDMENT) ��� o°e �JJI/Fi✓ OTHERS INSTALLATION DETAIL WOOD CONST. -NON IMPACT 1:}`-` �m}VERTICAL SE_CTl_ON_ , �J FIN (WOOD) PROPRIETARY AND COWIDEMML _.. �� - �,� _ - a- z'<•�' . PVCSINGLE HUN ADE ?'F! { �{�q ,/� .- 7Ji/2008 _ THE INFORMATION CONTAINED IN THIS DRAWING 65 THE SCIE PROPERIYOF CU6T061 • WINDOWSYSTEMS.INGANYREPRODWTIONINPARTORASAWHOLEYJJIId(IS1iHa Cd t'qo"""'-"``'^_...• R' CAM FLP.E..N0.62b14" .a.--•_8100 NT NO.: WART@1 PERMISSION OF CUSTOM dNDOW SYSTEMS. ING IS PROHBITEDf C „ - s, �- �• LETTER- A - BOFO ..., y .' A' \� f•;s C lan a ..,.:I • • -i