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Home My WebLink AboutSUBMITTED PAPERSDATE: I - (� PERMIT NUMBER: ^a .00 2 0 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SC'A (772) 462-1553 y APPLICATION FOR REPLACEMENT OF St Luce Count WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS Y 1. LOCATION/STTE ADDRESS: A a-3 to _8I V'4 2. PARCEL ID NUMBER: J-5 O f - G I Z. -- (0 j j� - 0 0 C.:> - 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: Vv d ►9 (jc> 0j 4. TYPE OF STRUCTURE: SIR v ' MOBILE HOME 5. OWNERS, RINFO MATION 6. OName: mkq kA Is'3.C-- Address:'1203 1..C4&tGw 1 -Vi� i \,Ad - City: T;D 4CF �>(-k_M< State: f-1% Zip:2)495 (-Phone: i-1Z--Lf(01- IZT1 OTHER CONTRACTOR'S INFORMATION FL Reg/Cert #: C_G(Z, ( 5O'l '1 S 1 County Cert #: 2. & 445 - Business Name: Tf-(r �V CX ! t✓K+ d 2 Phone Number:-7%Z 2,Z(o— (god 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 130 mph 140 mph Windows & -Skylights Exposure B L V j 3 it - fir-e� - C�� SIB `Sµ l- 5 Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.E ) je- 5 B- Size C- Size 7. VALUE OF CONSTRUCTION: $ dB2 /77. q© FEES DUE: RECEIPT: OWNER'S AFFIDAvrr: I certify that all of the information contained in this application is correct and that all work will b done m co�li ice with all applicab ws regulating constructi and n' g. RINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF c k zjxL1 6 ACKNOWLEDGED BEFORE ME THIS ' DAY OF 20BY O IS PERSON .9 KNOWN TO ME R WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBL , ►!;a , �•,; r��1jQ QDWSION ER D b� 9�LI3 tI NOTICE TO OWNER: YOUR FAILUR CIDGqMNffj%#7M NCEMENT MAY RESULT IN YOUR PAYING EXPIRES June 22, 2012 (407) 398-0153 FlorldallofaryServlco.com ST. LUCIE COUNTY Vinyl Siding TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT [/Attach 2 copies of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. PARCEL ID NUMBER........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. !/ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY ........ Briefly describe the building activity under permit application. OWNERS INFORMATION: ................................... CONTRACTORS INFORMATION :....................... �ALUE OF CONSTRUCTION: .......................................... All applications for Permits are to be submitted to - 5:00 PM), Monday through Friday. Indicate the name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. Pierce FL 34982:�- Wl applications for Permits must be complete and filed with the Department rio o applications will be accepted for processing after 4:30 P.M. For assistance in completing this e County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3560324 OR BOOK 37 i PAGE 1579, Recorded 02/08/2 at 10:47 AM PERMIT NUMBER: NOTICE OF COMAWNCEMENT 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. (Legal description and street address) TAX FOLIO NUMBER: c 30I - to 12— () 13g — Oco— 9 )CK A23 TRACT LOT 2-9 nma 1TNVr /0 7203 LaA2-1ahc1 61,.d. AD-, 2. GENERAL DESCRIPTION OF IMPROVEMENT: Jcr-- 3. OWNER INFORMATION: a. Name G u h D � b. Address v3 Atej c. interest in property ,& t d. Name and address of fee simple titleholder (if other than owner) — S / �/� /,e, 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: AN y7w/'V 4 e- 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 documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , 20 W — — Signature o wner or Print Name and Provide Signatory's Title/Office `� x Owner's Authorized Officer/Director/Partner/Manager �c ti o oZ State of Florida U C� County of !!4+- LUC.Ie, The o going instru t was aclCnow"ed before me this � L day of -_1 i�t.31� ��1 p� � f By CtA1C Q.f1r-t-r ��Tv as 0 tt.) Cr a �� (Name of persn) z (Type of authority ... e.g. Owner, officer, trustee,&ttqaegn t) For �t7`� I.icz (,t_qO lV o V ) -u W (Name of party on 6half of whorA instrument was executed) Personally Known � or prod LN •_ Ml�'Gtg1G1M) DD790 2 EXPIRES Jum 22, 201200 (Printed Name of Notary Public) ignature of Notary Public) 407)39e OM FwddsNaWVawic..cor7, Under penalties of perjury, I declare that 1 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 Officer/Director/Partner/Manager who signed above: By:ZLI By Rev. OBliGrAM(R= ' g) W Florida Building Code Online Page 1 of 1 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications f FBC Staff ` BCIS Site Map { Links I Search *'E�jr4 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2007 FL# 10973.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status, ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number- or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Aonlications FL# Type Manufacturer Validated By IStatus FL10973- Editorial Change ]ELD-WEN FL#: FL10973.1 Frank L. Bennardo, P.E. Approved R3 History Model: Premium Atlantic Aluminum Sliding Glass Door 284x96 (954) 354-0660 Impact Insulated Tempered Laminated Glass Description: Premium Atlantic Aluminum Sliding Glass Door 284x96 Impact Insulated Tempered Laminated Glass Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 O 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: ® ® eC`Ctk im - securit ,t>-n C9. YariBlgn e tieo�tad y YErOPYt http://www.floridabuilding.ora/t)r/pr_app_lst.aspx 3/30/2011 ICI-i-�'�d DOOR WIDTH (26W MAX.) - i TYPICAL ELEVATION WITH FASTENERS AND QUALIFIED CONFIGURATIONS General Notes: • The product shown herein is designed, tested and manufactured to comply with the 2007 Florida Building Code and ASTM E 18861 E 1996 industry impact standard requirements for the stated conditions. All glazing shall conform to ASTM E1300-02. • Products are approved for use where wind borne debris resistance is required. An impact protective system is NOT required. • Maximum sizes are buck sizes and do not include fin or flangQ;-'` ti This schedule addresses only the fasteners required to anchor the product to •�'. + I achieve the rated design pressure and impact performance (where applicable) Op 1 to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions • ` : 4 tsR packaged with the window or go to www.jeld-wen.comlresourcesfinstallation. This drawing and its contents are confidential and are not to be reproduced or fF , W Odo copied in whole or in part or used or disclosed to others except as authorized by Douglas S. Preston JELD-WEN, Inc. Pl P.E. LJcense No. 33291 IM Rosebud Lane Georgetown, Tx 78633 15" O.C. MAX. JIB 2—TRACK FRAME (NCTL 210-3434-1A) D--X_ I--, UrN rn Design Pressure as Tested' +50/-50 psP per ASTM 0886/0996. Max Frame I DP I IMPACT 283 �x96u +50/-50 YES Lave MlssEe boact per ASTM F188d/EL996, Nhd Zone 4 L TAS 291, 20A PROJECT ENGINEER: DATE 355 Center Court -- 06/16/2008 DRAWN BY: SCALE. ��N Venice, Florida 34285 M. Tetzlaff NT5 (941) 497-1948 CHEO® BY: TIRE: APPROVED BY: Premium Atlantic Aluminum (6800) Impact Sliding Patio Door PART/PROJECTNa: Anchor / Qualifications (283.50" x 96.00") IDENTIFIER No. PLANT NAME AND I CAD DWG. No.: S" of 3. NCTL 210-3434-1A Venice WIndOW DMsion PAA6600_NCn to 2A 00 In CC ro��o I I U CK X G' Ik F--DOOR HEIGHT (96" MAX.) TYPICAL ELEVATION WITH FASTENERS Or-.liC: eels l�li� �IL�1! fiq,1�11 l 141 1 General Notes: • The product shown herein is designed, tested and manufactured to comply with the 2007 Florida Building Code and ASTM E 1886 / E 1996 industry impact standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300-02. • Products are approved for use where wind bome debris resistance is required. An impact protective system is NOT required. • Maximum sizes are buck sizes and do not include fin or flange. r ' This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation " ; process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, seethe instructions packaged with the window or go to www.jeld-wen.comlresources/installation. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. MASONRY (NCTL 210-3434-1A) T1/'r SHIN SPACE MAXN 1W MIN, EMBEDMENT-t----� ' I a a 14 1V TYPICAL HORIZONTAL FRAME SECTION NDTEr Caulk between unit and opening LWorn Design Pressw* as Testers +W/-W psP Per ASTM EIM/EIM Max Frarlerge LaNWAs boact per ASTM 0986/E1996, Vlnd Zone 4 L TAS M W& DP IMPACT z83 ax96" +50/-50 YES Installation Notes: 1. Seal frame to substrate. 2. Use two (2) %e" Tapcons or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1y" into the masonry at each location. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the permit holder, architect or engineer of record for the project of installation. (}_ �J/� G • W • oa Douglas S. Preston Ft PE. License No. 53291 Geor�•get�om T%a7133 PRoIECr ENGINEER: DRAWN WTetzlaff CHECKED BY: APPROVED BY: PART/PR07ECr No.: -- MUMMER No. NCTL 210-3434-1A 355 Center Court 06/16/2008 SCAIEI JELDVIEN , Venice, Florida 34285 NTS (941) 497-1948 Premium Atlantic Aluminum (6800) Impact Sliding Patio Door Masonry Installation (283.50" x 96.00") DWG. Na.: REV: 16800_NCTL21 ,A o0 SHEEr 2 of 3. N ��z o� os ' 3 �e Or N r-- DOOR HEIGHT —i (96- MAX.) L TYPICAL ELEVATION WITH FASTENERS Sm TYPICAL VERTICAL FRAME SECTION NUM Caulk between unit and openfnii. I I I I fl _ma SPAM i� General Notes: • The product shown herein is designed, tested and manufactured to comply with the 2007 Florida Building Code and ASTM E 1886 / E 1996 industry impact standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300-02. • Products are approved for use where wind borne debris resistance is required. An impact protective system is NOT required. • Maximum sizes are buck sizes and do not include fin or flange. WOOD FRAME (NCTL 21D-3434-1A) SHIM SPACE MAX IY' NIN. EMBEDMENT-}------+Tll-n, TFIR71 LE I©7 TYPICAL HORIZONTAL FRAME SECTION NOTE, Caulk between unit and opening LWforn Design Pressure as Tested •50/-50 fsf Per AM E18B6/E19M LnrV Missile Uipact Per AM E1886M9%. WM Zane I t TAS ML 2M Max Frame DP IMPACT 283 Nx96' +50/-50 YES Installation Notes: 1. Seal frame to substrate. 2. Use two (2) #10 or greater fasteners through frame with sufficient length to penetrate a minimum of 1Y" into the wood framing at each location. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the permit holder, architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the product to' achieve the rated design pressure and impact performance (where applicable), uP : PROIECr ENGINEER: DATE • � 06/16/2008 JELIMEN 355 Center Court to the size limitations noted. It is not intended as a guide to the installation - Venice, Florida 34285 DRAprocess and does not address the sealing consideration that may arise in diffe nt, M. BY: SCALE: p 9 y � / M. TetrJaff NTS (941) 497-1948 wall conditions. For the complete installation procedure, see the instructions ', I //� CHECKED BY: TITLE packaged with the window or go to www.jeld-wen.comlresourceslrnstallafion. -- APPROVED BY: Premium Atlantic Aluminum (6800) Impact Sliding Patio Door This drawing and its contents are confidential and are not to be reproduced or 6 Wood Frame Installation (283.50" x 96.00") PART/PROIECr No.: copied in whole or in part or used or disclosed to others except as authorized by DouBtas S. Preston -' JELD-WEN, Inc. Ft P.E. License No. 53291 rNCTL7210-3434-lA TlNo. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET 381 Rosebud Lane 3 of 3. Gecrgetoen, 7x 78633 Venice Window Division PAA6800 NCTL210• 1A 00 SINGLE HUNG ELEVATION (IMPACT) PVC IMPACT REQUIREMENT: (SHOWN W/ DIFFERENT OPTIONS) 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 53 liar, — MAX OVERALL 53118" 2.OLAZING OPTIONS: (SEE SHEET 3) FLANGE WIDTHOVERALL 51718" MAX UNIT WIDTH FLANGWIDTH 51 7/r MAX. UNIT WIDTH 3. CONFIGURATIONS: "O/C". 4711rt6• GLASS DLo 47 11118• GLASS DLO 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASSTABLES'ASTM E 13DO.. 6D 12• -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND 776, GLASS TABLES ASTM E 1300. OVERALL O 33 12 OVERALL GLASS FLANGE Q 33 117 S. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE FLANGE HEIGHT DLO IIFJOHr CLASS SHEETS 6-8 FOR ANCHOR DETAIL 74 3/4• 68114 MAX B. SHUTTERS ARE NOT REQUIRED. I UNIT ` U IT HEIGFi 37' _ _ 3jyA 2� 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND MAX�( BASH x 9311/16• DL v ^ r27L3M8 88 JAMB. HEIGHT S. REFERENCE TEST REPORTS: NCTL-2103168-2 , NCTL-21D3168.2A, NCTL-2103168-3, NCTL-2103168-38 HEIGHT 6, SERIES / MODEL DESIGNATION SH-6100, 45 111 45111 GLASS DLO 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO GLASS OLD STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 5 HI SASH ORIEL 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X a OPERABLE SASH, O - FIXED SASH EQUAL SPLIT 12. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLYTO ALL ELEVATIONS IN A SIMILAR LOCATION. 37" MAX OVERALL 63 Ur 63 118• FLANGE WIDTH MAX. OVERALL WIDTH FLANGE WIDTH 31911W GLASS DLO 35 314• MAX UNIT WIDTH 5171W MAX. UNITWIDTH 51 7/8' MAX UNIT WIDTH 4711116' GLASS DLO 4711118' GLASS DLO 63+ 63518° IIAX. 6361t8' 331021 Ml11{, 33 fir MAX OVERALL FLANGE HEIGHT O 2L GLASS DLO ;LANCE LANCE O OVERALL GLASS FLANGE O GLLSS 61314• MAX 1EIGHT 3/6° DLO HEGHT 621110' OLD UNIT -. MAX UNIT MAX UNIT HEIGHT 273f16• HEIGHT HEIGHT MAX SASH /� GLASS t� -• MAX. X GLASS 2MAX16• X 21"HEIGHT GLASS n l� OLD 8ASHHEIG Q OLD SASH 4 DCG HEIGHT 2etN GLASS DLO GLASS Ilia OLO GLAS45 S OLD E UAL PLOT UPDATED PER NEW FBC REQUIREMENTS OW07108 60/40 SPLIT ORIEL 4 HI SASH ORIEL •,;,I I ', TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ANCHOR SCHEDULE& NOTES 2 : ��' ��;`.'• s• �' '�� ;p ', SW 44TH AVE. ? F' FLORIDA 34474 .......... DP CHARTS & GLADNG DETAIL........3 :. :. SECTION VIEWS..................................4 ^ ... s r NOTES N -1 EXTRUSIONS & MO.M.......................5 INSTALLATION DETAIL. dpi: `. �r .• '..: d' PROPAWARYAN13 CONFIOE?N111L " �v�1a :. (� , PVC SINGLE H ADE 7fl12008 ��; [� i; �!'..-� THE INFORMATION CONTAINED INTHISORAWANGISTHESMS (� WINMM SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A �� •L'RQBERtO NTS 1":CWS-16S FL.P�ii'`IT41p062514• •„ WRITTEN PERMISSION OF CUSTOM NANDOW SYSTEMS, INC. 95P y' .- „r. • A -TOF6 r , Q.� A• •,,ttp�. B�fm�O r e SEE NOTE 2- 1� �---{ MAX. O.C. I (TYP.) I 8" MAX (TYP) ro MAX O.C. m P) INSTALLATION ANCHORS TYP. X ANCHOR LA1(OUT- (FLANGE) Tr+Ru FRAME a can (MA6oxRr avwlNG> (SPECIFIC FOR 76D.P.) 4' MAX MAX (Typ) MAI IP MAX. O.C. (TYP.) —SEE NOTES _ s' _- MAX (TYP) MAX (TyP)� 18" -. MAX O.C. i1 INSTALLATION INSTALLATION ANCHORS TYP. ANCHORS TYP. - FIN! •AOOOUOTOPE(mm3) (SPECIFIC FOR 75DP.) SEE NOTE 2 •.. 4' B" —1Z MAX O.C. MAX MP) MAX O.C. SEE NOTE 6 MAX (TMP � 0 I I MAXO.C. � f o X INSTALLATION ANCHORS TYP, 4 4 ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT .FRAMES P(MASONRYOPENING) THPiU NNUNO RN(WOOD OP ) (SPECIFIC FOR GU MPJ ISPECIRC FOR S7•SDP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1f#'. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOWED. 4. 3/16" DIA• ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 IW INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21iY' SHALL BE ACHIEVED. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3W INTO 2 BY WOOD BUCK. G. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVER MIN. EMBEDMENT OF 1 1W INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. UPDATED PER NEW FBC S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WRH 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 PROPERTIE A WOOD o - i K sw 44TH AVE. IDA 34474 -MINIMUM SPECIFIC GRAVITY OF C=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �: o 1CHOIR SCHED LE & NC C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). u -- • t] +� ® VC SINGLE H N C�Cn �'�' • PROPRIETARY AND CONFlOENIISL ' q THE INFORMATION CONTAINED IN THS DRAWING 19 THE SOLE PROPERTY.O W* c:o . • � L. ROal7{TO LOMAB•B1 OO WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PASTOR AS ANMOLE FL. fi.E; NO.82314 WRRTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. 19 PROMrr4tL Y '- y �,•`sa a`Oa/Je� f.'r..,E'�_ � fe^f`t` . nrNRi 'cAt 7/7J2(m I .: CWS-' A •20FB WIDTH 4D1) GLASS TYPE 271A 25112 31 112 35112 31112 1 41 112 43112 47 U2 1 61112 53l12 1 56112 52112 83111 1 55112 - 17112 71112 74 314 23112 A. B +761-75 +751-75 +751-75 +731.75 +751-76 +751-75 +751-75 +751-75 +751-75 +75/.75 +751.75 +751-75 +67.5/-67.5 +67.51.87.5 +67.51-67.5 +87.51.67.5 +67.51-67.5 27112 A, B +751.76 +761.75 +751-75 +761-75 +75/-76 +75/-75 +75/-75 +761-75 +75/-75 +761-75 +751-76 +751-75 +67.5/-61.5 +67.51-87.5 +87.6/-67.5 +67.51-07.5 +67.51-67.5 29112 A. B +751-75 +751-76 +751.75 +761.76 +75/•75 +751.75 +75/.75 +761.76 +75/-75 +751-75 +751-75 +761.76 +67.61.675 +67.5/.67.6 +87.51-67.6 +S7.5/-67.5 +07.51-67.5 3114 A, B +751-75 +751-75 +751-75 +761-75 +751-75 +751-75 +751.75 +751.76 +751-75 +751-76 +75/-75 +761-75 +67.51-67.5 +67.51-67.5 +67.51-07.5 +57.51.67.5 +07.51.87.5 35112 A.B +76/-76 +751-75 +761-75 +751-15 +751-75 +761-75 +751-75 1 +75/-75 +761-75 +751-75 +75/-75 1 +761-75 +67.5/-67.5+87.5/-67.5+67.51-67.5+87.5/-67.5+67.5/-675 30112 A. B +67.51-67.6 +67.51.67.5 +675/-67.5 +67.51.675 +67.51-67.5 +67.51.67.5 +67.5/•67.5 +07.51.57.6 +67.51-67.5 +675/-87.5 +0T,5/-67.5 +67.51-67.5 +67.51-875 +87.51-67.5 +67.51-67.5 +B7.51-67.5 +67.5/-675 41112 A. B +87.5/-675 +67.51-67.5 +67.51-675 +67.51.67.5 +67.51-67.6 +67.61.67.5 +67.51.87.5 487.51.67.6 +67.51-67.5 +67.51-67.5 +67.51-67.6 +67.51-67.5 +67,5/-67.5 +67.51-87.6 +67.51-67.5 +6751-67.5 +07.61-87.5 43112 A,8 +87.5/-67.6 +67.51-57.5 +6751-675 +67,5/-67.5 +87,5/-67.5 +87.5/-875 +675/-67.5 +87,51.07.5 +67.5/-675 +6751-67.5 +87.8/-67.5 +87.6/-87.5 +67.51-67.5 +67.5l-87,5 +87,5/-87.5 +67.51-67.5 +67.51-67.5 47112 A,6 +67.6/-07.5 +87.51-67.5 +87 -675 +07.5/-67.5 +875/-67.5 +67.5/-67.5 +67.51.675 +87.51.67.6 +67.51-67.5 +8751-67.5 +67,51-67.5 +67.6/-07.5 +57.5/-67.5 +67.51-67.5 +67.5/-87.5 +675/-67.5 +67.51-57.5 51112 1 A,B +67.5/-67,5 +67,51.67,5 +6751.675 +67.51.67.5 +675/-67,5 ♦67.51.87.5 +87SI.87.5 +67,51-87.5 +67.51-675 +67.51-67.5 +87.51-67.5 +87.5/-67.5 +67.5/-67.5 +67.5/•67.5 +67.5/-B7.6 +6751-67.6 +87.6l-97.5 COMMODITYSMES (TPtoTIPf IBOFff IBU vaum (IN) TYPE 24 38 315 50 515 65 03 72 76 19115 A.B +761.75 +761-TS +751-75 +75/-75 +751-76 +875/.67.5+67:5/-67.5 26112 A.8 +751.76 +761-75 +751-75 +751-76 +76/-75 +67.61-87.5 +67.6/-875 67 A.8 +761-75 +751-75 +751-75 +75/•7S +75/•76 +67.51-67.5 +67.51-675 631f$ A. B +07.61-67.5 +07.51-67.5 +67.51-67.5 +6751-67,5 +67,51.67.5 +6751-67.5 +67.51-67.5 3/4' OVERALL f18' ANNEALED GLASS 611W AIR SPACE 6116• LAMINATED 116' ANNEALED GLASS 3132" DUPONT PVB INTERLAYER IV ANNEALED GLASS 3/4" OVERALL 118" TEMPERED GLASS 5116' AIR SPACE 5/16' LAMINATED 1/9" ANNEALED GLASS 3132' DUPONT PVB INTERLAYER 1V ANNEALED GLASS r GLASS TYPE B .• `� }. Lt ^ %� PROPRETARYANO CWMEN111L NOTE: 15 SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. A UPDATED PER NEW FBC R ' ;. SW 44TH AVE. ALA, FLORIDA 34474 .; P C RT 3 GLAZING FyL+P.�, NO.62514 � NTS ir-A 71712008 N" - - UNITWIDTH- 13 INTER — OVERALL FLANGE WIDTH TYPICAL HORIZONTAL SECTIO N NOTE: LEFT BIDE SHOWS 9`CAWAY. RIGHT SIDE =XHLA AY IMPACT HOOKS APPLIES WHEN UNIT WINDOW SIZE EXCEEDS 3r WIDE AND/OR 63" HIGH. IMPACT HOOK SPACING: 1) BILL HOOKS: A) S' FROM UNIT EDGE TO EDGE OF HOOK. 2) SAS O)A HIRCH:D HOOK 19 CENTERED IF UNIT WIDTH 13 GREATER THAN 3r, H CAT Al 2-11T'FROM SASH CORNER TO EDGE OF CATCH. 6) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH 18 GREATER THAN 37. SASH AND FRAME HOOKS ARE TO. ALIGN WITHIN 19'. % u mms— ff9mun I DETAIL A ALTERNATE FIN FRAME ow )TE: ITEMS USED BUT NOT SHOWN FOR CLARITY AL ZE-20,23.25,26,31,37,44,46,47,49-52,55,63.64.67,W... e PROPMETARYAND COWDEUML 4. WATION CONTAINED IN rrft DRAWING IS THE SOLE PROPERTY L.ROBIATadmim 4 OAQ 'o X VSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WH=mmllm, FL P.t-.PO. a25i4 ERNSSION OF CUSTOM WINDOW SYSTEMS, INC. 15 eel" kN X.�.; SW 44TH AVE. , FLORIDA 34474 SECTION VIEWS & ALT. FRAME - IMPACT PVC SIN GLEHUN2='ADE I )ATE 717120M , Woo NTS r WQ, NO.: VL q6s ": A F"EI-7: A At: A 3.125 1.910 2.160 r N2mc %&mnw CONSTRUCTIO' e % B 1.847 1 1.6� 1 1.647 1.160 CORNER WELD (ALL SIDES) -� Laos PVC SASH BTM. RAIL-6028 PVC SASH MTG. RAIL-6027 PVC SASH SIDE RAIL-6004 PVC FRAME FIN-6026 1.030 g 5 L � REINF. FIXED MTG. RAIL-1499 1 "s ALUM 6063 T-6 PVC FOXED MTG. RAIL-6001 PVC SASH STOP�029 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 'p°r•'mmr•wc rp emr I+f rop PVC FRAME FLANGE-6031 511 4" vIs• FR. HOOK IMPACT(SH SILL) ALUMINUM6063-T6 .L .755 1 21i �— REINF S.B.R./S.S.R. -1498 ALUM 6063 T-6 598 9 .B1E10 .066 JL REINF. SASH MTG. RAIL-1497 ALUM 6063 T-6 M. IRMO, FAAR. O.Z70 x ,1r7 back Flr5eal, Gray1 x 2 .000FTFHSAA6 x2 x 0A25 fh PHSW ssm xlaFHUKVML x0.S250 FHT6CYN0. xate"FIIFr1Tac2 H xaza'P'� 2 I .296 AS 1 I 15 1 PVC GLAZING BEAD-6016 3/18' ••� � Ilia, 1z1e IS 2 1f2"--H� 1115'Or 1 ANCHOR CLIP, 1604 T PVC SCREEN CATCH - 6013 ALUMINUM 6063-T6 PVC SCREEN SUPPORT - 6014 -2 9f18' UPDATED PER NEW FBI 1f8°�-IIIS" NOT • , : IT 33-3 .4 50. 66-61 ARE NOT USED 314" ON THIS PRODUCT.Nk 1f4• .•. �� . ' 09 8 ° SW 44TH AVE. PLAN VIEW OF •` 4' FLORIDA 34474 ;.�' �+ ANCHOR CUP r - -� t�. ' a USIONS I B.O.M.- IN • .P110 SINGLE HU PRCPHIETARYAND COAFIDEMMII THE AVFOVANOWIRMATON COMAINED M THIS CRAVAAx3IS THE BOLE PROPERTY OF L 4 Y+R PERAtl961INC. N OFCUSTOM YNUCTION IN PART MDOW S 8, IRNC�.18 Ppo F.L. WitWFOW P.ia-NO.025U �,4+ r +� r50frti'A1y 43Ogg- 1f4" � � 1 SASH CATCH IMPACT ALUMINUM 6063-TG A rr"':SOFS & CAULK BETWEEN SUCK 21r2• (MIN. EMBEDMENT) AND OPENING BY OTHERS (MIN. EDGE DIBT.) p.p •p+ zjz BY�EMA60NRY {MIN. EDGE DIET.) p o RS �b rr b• 6• �• • • P• , ► �• ►• e,• (I EMBEDMENT) p •' p'• EXTERIOR F SY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BYINSTALLER EXTERIOR FINISH - BYOTHERS CONCRETEMIABONRY BY OTHERS (B VERTICALSECTION OUP (MASONRY) •a • p. o. —1[ 114" MAX SHIM p •p� . (BEE NOTE 293 • p, p ON SHT, 2) • A � •p 1 BY WOOD BUCK . BY OTHERS • p, s� ANCHOR • CUP ' flt� w' INSTALLATI ANCHOR, 3116' DIA. MAS NRY ANCHOR. CAUL( BETWEEN BUCK AND OPENING BY OTHERS 114" MAX. $HIM 1 (SEE NOTE 2 6 3 ON SHT. 2) 1 /—CUPHOR INSTALLATION ANCHOR, 3116' M MASONRY ANCHOR. OoI PERIMETER CAULK BYINSTALLER /B\ HORRONTAL SECTION lBJ CUP (M11SoNRY) SILL EXTERIOR FINISH BY OTHERS VV MAX SHIM (SEE NOTE 2 A 3 (MIN. EMBEDMENT) ON SHT, 2) � .a .� . p INSTALLATION ANCHOR, ANCHOR •10WOOD SCREW CUP •p .gyp• o CAULK BETWEEN BUCK p • AND OPENING BY OTHERS p p p 2 BY BUCK • , BY OTHERS • • CONCRErENAABONRY . p •�BYOTHERS � 4• • p PERIMETER CAULK oCl• . p . p BYINSTALLER • EXTERK)RFINISH C HORIZONTALSECTION BY OTHERS CUP (WOOD) ANCHOR CUP — INSTALLATION ANCHOR, 3116' DIA. MASONRY ANCHOR. 114" MAX. SHIM (SEE NOTE 2 6 3 ON SHT. 2) INSTALLATION ANCHOR, 3116' CIA MASONRY ANCHOR ► p - • P �► P� • p ' • • • ► • ► • p ANCHOR d• p �• •� • • P • • C P P p • r• ► `•�`• (MIN. EMBEOMEI CUP 114' MAX SHIM • D •►`r .Pi • rC P ► b►p p•O` I+, t+ p • ►A i tF (SEE NOTE 2 d 3 ON SHT. 21 CONCRETEIMASONRY 2 �/7' { BY OTHERS (MIN. EDGE ALTERNATE PRECAST BILL DETAIL 1 BY WOOD BUCK BY OTHERS LI SCUP (MASONRY) ►Ityv�/F1 •••• EMBEDMENT) ' g�: a ' SW 44TH AVE. '. LA, FLORIDA 34474 :.b • EDGE DIST.) • �ir�.•c�` �Afl" �•n CATION DET/ '^'- il:: T A pp PVC SINGLE HUNI PIt"ETARYAND COMMEWRL "• -.8�� i t� ;V •Oi�(�,,�-i�i� • ��OBE C}LOMRB v.0 $100THE INFORMATIONCONTAINEDIN TKS ORANNO IS THE SOLE PROPERWOFCUGM LE1+IEWNDOYSYSTEMS, INC. ANY REPRODUCTIONUPARTORASA VA"FL P.BH%R0. 62514 O WRIITENPERM"GNCF CUSTOMWNDOW SYSTEMS. INC, IS PROHBFEDir .•� •'• • 4 : 1' A 7l7r=$ ( � EMBEDMENT) are DRYWALL - (SEE NOTE 2I4 3 ON SHT. 2) (MiN. EMBEDMENT) ( 8Y OTHERB� 1 BY WOOD BUCK BY OTHERS �• • DRYWALL (MIN EDGEDIST.) DRYWALL BY OTHERS BY OTHETE/MASONRY BY OTHERS r%°f s yf, 1M" MAX SHIM I (SEE NOTE 2 6 3 ON BHT. 2) � '( ti•t• •ty BY OTHERS INSTALLATION ANCHOR. 3116•DIA. CAULK UNDER SCREW CONCRETEIMASONRY BY OTHERS MASONRY SCREW WHEOPRENE BACKED WASHER THRU SCREWSUPPORT HEAD BYINSTALLER Ea-- O 2 BY WOOD BUCK CAULK BETWEEN • • •• ' • BY OTHERS •i 13UCKANDOPMNG �4•.• BY OTHERS Y' BYOTHERS 9UCK 1.114" IN EMBEDMEI • • INN FRAME • • A INSTALLATION ANCHOR, (MIN. EDGE OIST.) - . WOOD ANCHORWINEOPI I ► COCKED WASHER THRUI EXTERIOR FINISH BY OTHERS � I . ' � ' ... • SUPPORT A 1/4' MAXBHIM (BEE NOTE 2 6 3 ON SHT. 2) yyyr. PERIMETER CAULK PERIMETER CAULK \( PEAItRETER � BYINSTALLER BYINSTALLER BY INSTALLER CAULK UNDER EXTERIOR FINISH EXTERIOR FINISH CAULK BETWEEN SCREW HEAD BY INSTALLERS CAULK BETWEEN BY077MRS BY OTHER$ BUCKANDOPENINO WINDOW FRAME BUCK AND OPENING BY OTHERS HEAD BY OTHERS (FZHORIZONTLSECTION [�HORIZ INSTALLATION ANCHOR, 3116" OIA. FRAME (MASONRY) (WOOD)ONTALSECTION FRAME MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW CAULK UNDER SCREW SUPPORT HEAD BY INSTALLER WINDOW FRAME INSTALLATION ANCHOR, 3116' DIA. BILL MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT INSTALLATIONANCHOR, MASONRY 3116" DIA. PERVAETER CAULK 114' MAX SHIM SCREW w1NEOPRENE WINDOW FRAME BACKED WASHER SUPPORT BY INSTALLER THRU SCREW (SEE NOTE 2 S 3 ON SHT. 2) SILL EXT. FINISH BY OTHERSSCR CAULK UNDER HEAD HIGH STRENGTH STRUCTURAL ` • P BY INSTALLER GROUTBYOTHERB ► p ► f , ,. ►� , P (MIN p- �' ,p A p p p .` EMBEDMENT) • p PERIMETER CAULK p , •,b p p.e p.e •.•..,•, BY INSTALLER 114• MAX SHIM • • s p D • , p , , p p . e p . e HTTTZ 2 6 3 (OON H EXTERIOR FINISH BYOTHERb ..�• CONCRETEIRMBONRy (MIN EDGE DIST,) LIi�ALTERNATEPRECASTBILLDETAIL . BY OTHERS SILL STOOL F© RAME (MASONRY) BY OTHERS ' UPDATED PER NEW FBC REQUIREMENTS 0z • .• ' • : •t �• • . ;i :► •••►� �.� i i „••� ► '•. i •. •� • • •�•► USE SOLID WOOD SUPPORT TO MAKE SILL No •• •••• • • . • •• • • . i . ► • LEVEL BY OTHERS t.A,. SW44THAVE. �� •.. �� • i • ► • +(N yp}eca:•. IDA 34474 SEGMENT)FLOR - '40 CONCRETEJMA60NRY BY OTHERS 21rz ';�o r!" + �.' ► :• INSTALEA ON ETAI THRU FRAME- P T •10 DI IENE ;CREW } (MIN. EDGE DIST.) PRatHiETAAYAND eoAFPf1:NTW8 t ' `, i� 7:'i!. i' PV • SINGLE HUN - ADE _ 7>72008 (EIVERTICLSECTION O. O.: TWINFORMATIONCONTAI tNrt BORAMMISTHESOXEPROPF.tI F� RAME �MA80NR1� VA'WO YSYMEM ANC. ANY REPRO=MCNINPARTORASAMMOH FL 5 4 a•� Bid '7OFB mm WWT781 PERMSSION OF OIISTOM WINDOW SYSTEMS• ING. IS PRO C O a A :'\,.'tea i b o�� • , .�.'"t • u Cl., '�l �j ll'I i�1 t`•, EXTERIOR FINISH BY OTHERS CAULK 13EMNO FIN BYINSTALLER WINDOW WRAP BYINSTALLER PERIMETER CAUL( BYINSTALLER WINDOW HEAD WINDOW FRAME SILL CAULK BEHIND FIN BYINSTALLER PERIMETER CAULK BYINSTALLER WINDOW WRAP iY BY INSTALLER EXTERIOR FINISH----"' BY OTHERS SHEATHING — BY OTHERS SECTION GVERTICAL ) FIN (WOOD) —L= (AIUN EMBEDMENT) 114, MAX SHIM (BEE NOTE 263ONGHT.2) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) BY WOOD SUCK INSTALLATION ANCHOR, laWOODSCREW 2 BY WOOD BtX BY OTHERS INSTALLATION ANCHOR, #a woon SCREW BY OTHERS EXTERIOR FINISH By OTHERS CAULK BEHIND FIN BYINSTALLER - r 114' MAX SHIM I —(SEE NOTE 2&30NSHT.2) WINDOW FRAME JAMB WINDOW WRAP BYINSTALLER PERIMETER CAULK BYINSTALLER AL SECTION Fl—N= I % . . j , Imm ovv 44 1 m Avrm. W�- CIO" CALA, FLORIDA 34474 T INSTALLATION DET PVC SINGLE HLIN R..IFRIY —Kaloo FL R-E,.Ab.42A14 A ,d HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ................) ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING................3 SECTIONS & ALT. FRAME .............................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS..............................6-7 GLASS DLO PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC, I: PVC.IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "X/O/X" 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL 210-3459.1, NCTL 210-3459-1 A, NCTL 210-3459-2, NCTL 210-3459-2A L 9. SERIES / MODEL DESIGNATION HS-8200. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, O = FIXED SASH Digitally signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.16 14:50:36 -04'00' s S" MA) 6" I, 18" (TYF ANCHOR LAYOUT- (FLANGE) NOTES: THRU FRAME & CLIP (MASONRY OPENING) 1. INSTALL ONE ANCHORS AT EACH LOCATION. 4" MA) (TYP) 4" MA) (TYP) 8" MAX O.C. (TYP) INSTALLATIOP ANCHORS TYF L 8" MAX O.C. (TYP) I I I I X � X I I 1 1 2. SHIM AS REO'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 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK, OR FRAMING. 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. INSTALLATION ANCHOR LAYOUT - (FIN) ANCHORS TYP. THRU NAILING FIN (WOOD OPENING) r3" DETAIL B Digitally signed by Flodda PE Location: 1432 Woodford Road Lawisvma, NO 27023 Date: 2008.07.15 14:50:15.04'00' IAI UPDATED PER NEW FBC REQUIREMENTS 07/03l08 1I II/j/// :v .*\gEN�p�.lps�i *• 0 b1it = VIA 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 'ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT �O� $ jgTE OF ///js��NAG1��\\�� PVC HORIZ. SLIDER AAJHAWN BY: AT 008 8200 NTS NO.: �iF A 7 MODULAR SIZES (UNITWINDOW SIZE) HEIGHT (IN) WIDTH (1N) GLASS TYPE 177/8 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 54 63 471/2 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +601-60 +60/-60 511/2 A,B,C,D +60/-60 +60/-60 +601-60 +60/-60 +60/-60 +60/-60 +60/-60 +601-60 +60/-60 +60/-60 741/2 A,B,C,D +60/-60 +60/-60 +60/-60 +601-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 851/2 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 901/2 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60%60 +60/-60 +60/-60 961/2 A,B,C,D +60/-60 +601-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 1021/2 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 III A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +601-60 +60/-60 +60/-60 COMMODITY 8IM (TIP -TIP) HEIGHT (IN) WIDTH (IN) GLASS TYPE 19 1/8 38 3/8 50 5/8 55 114 64 1/4 53 1/8 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 75 1/4 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 821/4 A,B,C,D +60/-60 +60/-60 +60/-60 +601-60 +60/-60 901/2 A,B,C,D +60/-60 +601-60 +60/-60 +60/-60 +60/-60 100112 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 1121/4 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 3/4" OVERALL 1/8" ANNEALED GLASS 5116" AIR SPACE 5116" LAMINATED 1/8" ANNEALED GLASS 3/32' DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS GLASS TYPE A ACTIVE SASH GLASS 3/4" OVERALL 118" TEMPERED GLASS 5/16° AIR SPACE 5/16° LAMINATED 1/8" ANNEALED GLASS 3132" DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS GLASS TYPE B PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOh WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 15 PROHIBITED. NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 7/8' OVERALL 3/16" TEMPERED GLASS 7/8" OVERALL 1/4" AIR SPACE 3116" ANNEALED GLASS 7/16" LAMINATED 1/4" AIR SPACE 3116' ANNEALED GLASS 7/16' LAMINATED 3132" DUPONT SGP LAYER 3/16" ANNEALED GLASS 3/16' ANNEALED GLASS 3/32" DUPONT SGP LAYER 3/16" ANNEALED GLASS 0 H GLASS TYPE C GLASS TYPE D Digitally signad by Florida PE FIXED GLASS Location: 1432 Woodford Road LeWisvilla, NO 27023 Date: 2008.07.16 14:49:54 -04'00' AlUPDATED PER NEW FBC REQUIREMENTS 07/03/08 x0II 111 ////// Wei /i vJ\ *\C E NS'h94i�i, '�v F ' _ w SYi ST kEMS = *• ab1 1t 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 pO` STAA OF '177.'DP CHART & GLAZING - LARGE MISSILE IMPACT �i'F•'��ORI�P' �� HORIZ. SLIDE HAWN BY: 7/8/2AAJPVC 008 ,,� /�w/ONAI CWS-2R 2 30F73 L_� UNIT SEE GLASS n DETAIL SHT. 3 C�TYPICAL VERTICAL SECTION 4 NOTE: SHOWS FIXED LITE CUTAWAY CAA1 TYPICAL VERTICAL SECTION 4 NOTE: SHOWS SASH CUTAWAY OTE: ITEMS 27, 29, 36, 41, 42, 43, 0, 53, AND 54 ARE USED BUT NOT HOWN FOR CLARITY. tX I tHIL)H � TYPICAL HORIZONTAL SECTION a DETAIL A (JAMB IMPACT HOOKS) DETAIL C (HEAD IMPACT HOOKS) PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IE IMPACT HOOK SPACING: 1) JAMB HOOKS: A) 6" FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4". 2) SASH CATCH: A) 2-1/2" FROM SASH CORNER TO EDGE OF CATCH, B) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4". IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6" FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4% C) INNER HOOK 3 7/8" FROM EDGE OF MTG RAIL. 2) SASH CATCH: A) 2-1/2" FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4". Dlglmlly signed by Florida PE Location: 1432 Woodford Road Lewisville, NO 27023 Data: 2008.07.1614:49:25.04100' AlUPDATED PER NEW FBC REQUIREMENTS 07/03/08 ENS' 9��,r� WIND&DEM6 1900 S.W. 44TH AVENUE *• Os.6126 OCALA, FLORIDA 34474 O T(AT rE F ��, %ECTION VIEWS & ALTERNATE FIN FRAME - LARGE MISSILE IMPACT o�E`s =0R1�P G� ��\ PVC HORIZ. SLIDER AAJIESi HAWN BY: 7/8/2008 DOUTTO �7SjONAL)t�\��\ •8200 NTS "CWS-232 1• A r 40F7 55 3 1/8°� 1 2 3 4 211/16" #r= PVC FRAME FLANGE-6031 s va^ PVC FRAME FIN-6026 11 3 q 1 5/8" �31/8" �II HD MTG RAIL-1681 13/16" ALUM. 6063-T6 PVC SASH TOP/BTM RAIL-6004 23/1s^ 518 a CONSTRUCTION CONSTRUCTION 1�I 1 5/8" L 1/16° SASH MTG. RAIL-1497 ALUM. REINF. 6063-T6 'C SASH MTG. RAIL-6027 (ALLSIE ES)ELD CORNERWELD (ALL SIDES) 1 15/16"FIXED MEETING RAIL 3/16"� 0 WITHOSCREWED TOGETHE 10 WITH UTERFRAME 15/8' 8 L U S.B.R./S.S.R. - 1498 ALUM. REINF. 6063-T6 PVC SASH SIDE RAIL-6028 {d 3116" O 5/8" T— 1 5/8" 1 58 3/16"� 3"� 58 t t/4• 1 .L TSCREW 1/1s 3/6" SASH IMPACT HOOK-1556 5"�' SUP.-3113 ROLLER TRACK 1678 ALUM. 6063-T6 ALUM.6063-T6 slls^ I— 1 311s^ 1 0 3li6' 1 13 O 7/8" 7/a" 15ns" s PVC GLAZING BD-6016 PVC GLAZING BD-6009 FRAME IMPACT HOOK-1577 sns" ALUM. 6063-T6 (HS HEAD) 0 3/1s° PVC SCREEN CATCH - 6013 PVC SCREEN SUPPORT - 6014 0 DVte,.p by PE O 27023 : sawmenb PmC Iewlavb, xc DOb:2WBA1.1616:4BFB-0490 A UPDATED PER NEW FBC REQUIREMENTS 07/03/08 20 11/L \ J, • q %� WINDOWrr�Er1s ♦:' v�C ENSF•'� G 1900 S.W. 44TH AVENUE *�•/� o, B�6/1�, OCALA, FLORIDA 34474 FRAME IMPACT HOOK-1576 tyEXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT ALUM. 6063-T6 (HS JAMB) \��hHIFS:PVC HORIZ. SLIDER MAIN :AA"1 '7/8/2008 mv PROPRIETARY AND CONFIDENIAL HIS DRAWION NG IS THESOLE PROPER CUSTOM \\THEWINNFORM 8200 NTS NO.: TIONCONINCTAINEDINNY RAS WHOLE THE\ WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. : A 5 OF 7 CAULK BETWEEN BUCK DRYWALL BY AND OPENING BY OTHERS OTHERS 1 CONCRETE/MASONRY }; BY OTHERS r.• •o.i INSTALLATION ANCHOR, 3/16" DIA MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW •�� SUPPORT. � • 1 BY WOOD BUCK BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW ( HEAD BYINSTALLER CONCRETEWASONRY BY OTHERS 2 112 (MIN. EDGE DIST.) . •. • WINDOW FRAME JAMB CAULK BETWEEN BUCK AND OPENING BY OTHERS PERIMETER CAULK 1 1/4" (MIN. EMBEDMENT) BYINSTALLER 21/2" EXTERIOR FINISH (MIN. EDGE DIST.) BY OTHERS DRYWALL BY 11/4• • ►; • ►: o • ►. t'•`• OTHERS �11HORIZONTALSECTION MIN.EM EDMEN �.: :.:� •►• " 7 FRAME(MASONRY) 1 BY WOOD BUCK i BY OTHERS PERIMETER CAULK-1 L_ 154E NOTE 21 & 3 ON SHT. 2) ER BYINSTALL WINDOW FRAME CAULK UNDER HEAD SCREW HEAD BYINSTALLER INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. WINDOW FRAME SCREW HEAD SILL BY INSTALLER HIGH STRENGTH STRUCTURAL PERIMETER CAULK GROUT BY OTHERS BY INSTALLER 114" MAX SHIM EXTERIOR FINISH (SEE NOTE 2 & 3 ON SHT. 2) BY OTHERS •►; "'• SILLSTOOL rY. .►. •: � :, o �� BY OTHERS •: t:i �• ►• >• ••,• ► ••.• .. USE SOLID WOOD !� �•••'. �.►�i:i;!� y ►:!••►;•• SUPPORTTOMAKE ►..•. ..• :,, �►. ►.•:•.,� � ••; •, ;►• SILL LEVEL, BY OTHERS CONCRETE/MASONRY • 21/2 ~ BY OTHERS (MIN. EDGE DIST.) 7 VERTICAL SECTION FRAME(MASONRY) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME—" JAMB PERIMETER CAULK BYINSTALLER EXTERIOR FINISH BY OTHERS 1 3/6" (MIN. EMBEDMENT) r— DRYWALL BY • A INSTALLATION ANCHOR, #10 WOOD ANCHOR W/ • NEOPRENE BACKED WASHER THRU SCREW SUPPORT. n 2 BY WOOD BUCK v� BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS T7HORIZONTAL SECTION FRAME (WOOD) INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT. WINDOW FRAME CAULK UNDER SILL SCREW HEAD BYINSTALLER PERIMETER CAULK BYINSTALLER 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) EXTERIOR FINISH BY OTHERS C •¢• D e • ' D• D►' `p. e p• D p p p D p (MIN. EMBEDMENT) •p► • •D, � D to . •D • rD 21/2 CONCRETE/MASONRY(MIN. EDGE DIST.) BY OTHERS MALTERNATE PRECAST SILL DETAIL A UPDATED PER NEW FBC REQUIREMENTS ' 07/03/08 7 FRAME (MASONRY) Digitally signed by Florida PE Location: 1432 Woodford Road V •'\C E N s+ WINDOW SYSTEMS Lewisville, NC 27023 Date: 2008.07.16 14:46:09-04'00' ' %' F *• 06 3k = 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 O; ST(�A(T�r INSTALLATION THRU F ��/' •:C�OR1�Q:' \ \� PVC HORIZ SLIDE PROPRIETARY AND CONFIDENTIAL THE WINDOW SYSTEMS, CONTAINED DRAWING EMS, NC. ANY REPRODUCTIONIN PART OR AS A WHOLE B2DD WITHOUT THE ��s/ONA 11�\\�\\\ WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. AAJ NTS p: A 7/8/2008 OWS-232 6OF7 BY OTHERS EXTERIOR FINISH — BY OTHERS CAULK BEHIND FIN— BYINSTALLER WINDOW WRAP — BYINSTALLER PERIMETER CAULK — BYINSTALLER WINDOW HEAD WINDOW FRAME SILL CAULK BEHIND FIN— BYINSTALLER PERIMETER CAULK — BYINSTALLER WINDOW WRAP BYINSTALLER EXTERIOR FINISH — BY OTHERS SHEATHING BY OTHERS o• VERTICAL SECTION FIN (WOOD) 1 1Z (MIN. EMBEDMENT) INSTALLATION ANCHOR, #8 WOOD SCREW 2 BY WOOD BUCK BY OTHERS 2 & 3 ON SHT. 2) 14' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BY OTHERS INSTALLATION #8 WOOD SCR'. 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW FRAME JAMB 1 1/2^ e (MIN. EMBEDMENT) T i SHEATHING o . o.' ' °oo BY OTHERS '� e•$ oo• °o. a. EXTERIOR FINISH WINDOW WRAP BY OTHERS BYINSTALLER CAULK BEHIND FIN PERIMETER CAULK BYINSTALLER BYINSTALLER HORIZONTAL SECTION FIN (WOOD) Digitally signed by Florida PE Location: 1432 Woodford Road 2 BY WOOD BUCK Lewisville, NC 27023 BY OTHERS Date: 2008.071814:48:36.04'00' A UPDATED PER NEW FBC REQUIREMENTS TION SCREW ANCHOR, �v••�CEIIIS+•9Jf�� R ' WI��OYSTE *• 0 61 * = =10 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY 0 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITI WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 07/03/08 ,A • TAT OF y ty� INSTALLATION ANCHOR FIN DETAIL- LARGE MISSILE IMPACT 'N ORIOQ;• � � :PVC HORIZ. SLIDER AAA) ' 7/8/2008 /,�//S��NALI\ 8200 NTS NO "CWS-232 A r 7CF7 tti� o07 0 Florida Building Code Online Page 1 of 3 Affairs"Ufiity . BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Links Search 9`�� Product Approval r USER: Public User f Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5823-R4 Application Type Revision Code Version 2007 Application Status Approved 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 LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## 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 Ext 208 Ralph@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Z Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed 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. Unch, PE R) Validation Checklist - Hardcopy Received Certificate of Independence FL5823 R4 COI 510484A (Eva] Rep SH-8100 Impact).odf Referenced Standard and Year (of Standard) Standard Year AAMA/101/I.S.2-97 1997 AAMA/101/I.S.2/A440-05 2005 ASTM E1886-02 2002 hnp://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 1/18/2011 Florida Building Code Online Page 2 of 3 ASTM E1996-02 PA/TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 01/05/2009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 2002 1994 Summary of Products FL 1114odel, Number or Name Description 5823.1 8100 Vinyl Single Hung 18100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS-155A (SH-8100 Impact).Pdf FL5823 R4 II DuPont PVB NOA 05-1208 02.pdf Approved for use outside HVHZ: Yes FL5823 R4 II Mikron NOA 06-1220 01.pdf Impact Resistant: Yes Design Pressure: +75/-75 Verified By: Roberto Lomas 62514 Other: Large Missile, 36x62 DP= +/- 75 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH-8100 Imoact).odf Created by Independent Third Party: Yes 5823.2 SH-8100 Vinyl Single Hung SH-8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS-155A (SH-8100 Impact).odf FL5823 R4 II DuPont PVB NOA 05-1208 02.pdf Approved for use outside HVHZ: Yes FL5823 R4 II Mikron NOA 06-1220 01.odf Impact Resistant: Yes Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 53x76, DP +/- 67.5 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH-8100 Impact).Pdf Created by Independent Third Party: Yes 5823.3 SH-8100 Vinyl Single Hung Heavy SH-8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS-369 (SH-8100 Impact 52x72 100 DP). df Approved for use outside HVHZ: Yes Impact Resistant: Yes FL5823 R4 II DuPont SGP NOA 07-1116-04.0 FL5823 R4 II Mikron NOA 06-1220 01.pdf Design Pressure: +100/-100 Other: Large Missile, 52" x 72", +/- 100 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH-8100 Impact 100 DP). df Created by Independent Third Party: Yes 5823.4 11 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS-295 (SH-8100 Impact 52x96).Pdf FL5823 R4 II DuPont PVB NOA 05-1208 02.pdf Approved for use outside HVHZ: Yes FL5823 R4 II DuPont SGP NOA 07-1116-04.pdf Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 01.pdf Design Pressure: +67.5/-67.5 Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 Verified By: Roberto Lomas 62514 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH-8100 Impact 52x96).Pdf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwd)gvMdF6zR4iHL... 1/18/2011 Florida Building Code Online Page 3 of 3 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 O 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: ® ® Eer. sct:urit surrtttcs Ytir191on n Tevoted ven,rrb http://www.floridabuilding.org/prlp: _app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 1/18/2011 SINGLE HUNG ELEVATION IIMPACT) (SHOWN W/ DIFFERENT OPTIONS) ~ 53 116" 53 116" MAX OVERALL ` FLANGE WIDTH MAX. OVERALL .---. FLANGE WIDTH 517/6" MAX' UNIT WIDTH 51 77E" MAX. UNIT WIDTH I 4711116. GLASS OLD 47 11/16• GLABB DLO t .MAX OVERALL O LASS FLANGE RETORT661l4MAXUNIT HEIGHT rDLO raisHXS " I L. SASH EIM EQUAL SPLIT ~ 63113• MAX. OVERALL ~ FLANGE WIDTH 517/6' MAX. UNIT WIDTH 1 4711/IW GLASS DLO I LANGE I O EIGHT BY 316" MAX UNIT HEIGHT z4SAS. X MAX. HEIG HEIGHT 45 111C GLASS OLD 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ANCHOR SCHEDULE & NOTES .......... 2 OP CHARTS & GLAZING DETAIL........3 SECTION VIEWS..................................4 EXTRUSIONS A B.O.M........................5 INSTALLATION DETAIL...................6-8 OVERALL FLANGE Ic X 4 .--. 461118° GLASS OLD 5 HI SASH ORIEL ~ 63116" MAX. OVERALL ~ FLANGE WIDTH 5171W MAX, UNIT WIDTH ( 4711116" GLASS OLD I O 24 SASH6" 11 X Il 21• MAX. /� GLASS HEIGHT Q OLA GLASS DLO 4 HI SASH ORIEL PVC IMPACT REOUIRFMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATING: (SEE TABLE84HEET 3) -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 3DO.. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION.TEST PRESSURE AND GLASS TABLES ASTM E 1300. S. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-0 FOR ANCHOR DETAIL S. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. B. REFERENCE TEST REPORTS: NCTL-210-3168.2 , NCTL-2103168-2A , NCTL-21 "166,9 , NCTL-2103168-38 8, SERIES/MODEL DESIGNATION SH31DO. 10. 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. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING. X - OPERABLE SASH, O e FIXED SASH 12. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLYTO ALL ELEVATIONS IN A SIMILAR LOCATION. 3r' MAX OVERALL FLANGE WIDTH 31911S" GLASS DLO 35 3/4' MAX UNIT WIDTH 63" MAX OVERALL O GLASS FLANGE HEIGHT 61 3/4DLO MAX UNIT XGLASS 011 oLo 24.SB115_ GLASS OLD UA///L�� PLIT 9n, a o.C+ .. SW 44THAVE. r d FLORIDA 34474 .—GO&RALNOTES & ELEVATIONS - IMPACT PVC SINGLE H N ADE 'L'R o Mrs OMAS'•..�• TF FL PI'iilm. I3251#- .,o-: A `1 s ,c�,��j ,,,rr� 4.r / oF�?p�:2 �Lx s SEE NOTE 2 8' ]a` MAX. O.C. 4° MAX MAX MAX.O.C. (TYP.) mP') 8° 4" SEE NOTE 8 MAX (TYP)7 MAX (TYP) p ," O MAX .C. (TYP) (TYP) INSTALLATION.1 I X ANCHORS TYP. 4 ANCHOR LAYOUT-(FLANGEI TNRU FRAME � GUP (MA50NRY OPENWO) � ISPECIFIC FOR T5DA) ANCHOR LAYOUT - (FINI • TRRU NAIUNO IN (YJO00 OPENING) -(SPECIFIC FOR 750.P•) MAX (TYP) MAX (TYP) 18" -. . MAX O.C. INSTALLATION ANCHORS TYP. INSTALLATION ANCHORS TYP. SEE NOTE 2 —� P MAX O.C. MAX (7 (TYP) MAX (TYP) I M O MAx O.C. X INSTALLATIO ANCHORS TV 4 ANC►fOR LAYOUT - (FLANGEI TNIiU FRAME 6 CLIP (MASONRY OPEMNO) (SPECIFIC FOR QI,S D.PJ NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'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 1116' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOWED. 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 SUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" 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. S. N8 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. 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. ul ANCHOR LAYOUT • (FINI THRU NAILING FIN(WOOD OP (SPECIFIC FOR 67,5D.PJ SW 44TH AVE. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:: ' .._ CALA, FLORIDA 34474 A. WOOD -MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PS(. w o ~' �` c i C OR SCHEDULI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C.90, GRADE N, TYPE 1 (OR GREATER). u PROPRIETARVANDCONFIDERRU _-r_ �7(„L+��4.y . THE INFORMATION CONTAINED IN THE DRAWING IS THE SOLE PROPERTT.O *1119A • L. RORERTO LOMAS ' '' •8100 WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE YDT THE FL �f No. 62514 WRDTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHBIYlII, TIES 7/7/20D8 A fance,:2 WIDTH INTYPE GLASS 27112 21112 31 112 1 38112 35112 1 41 112 43 U2 47112 1 91112 53112 1 55112 0412 63111 1 66112 67112 71112 74 314 23111 A.B +76/-75 +751-75 +751-75 +751-76 +751-75 +751-75 +751-75 +751-75 +751-75 +751.75 +751.75 +751-75 +67,5/-67.5+67.51.67.5+67,51-67.6+67.51-67.6+67.51.67.5 27112 A,6 +751.76 +761-75 +751-75 ♦761-75 +751-75 +761-76 +75/-75 +761-75 +75/-75 +761-75 +751-76 +751-75 +67.61-675+67.5/-67.5+67.51-67.6+67.51-67.5+67.5/-67.5 29112 A.B +75/-T5 +751-75 +751-75 +761.75 +761.76 +751.75 +761.75 +751.76 +751-75 +751.75 +75/-75 +761-75 +67.61.875+67.5/-67.5+67.51.67.5+87.5/-87.5+67.51-57.5 31111 A.B +751-76 +751-75 +761-75 ♦761-75 +75/-75 +751-75 +751.75 +761.76 +751.75 +751-76 +751-75 +751-75 +67.51.675+67.51-67.5+67.51.67.5+67.5/-67.5+67.5/-875 35112 A,B +751-76 +751-75 1 +75/-75 +751-15 1 +75/-75 +751-76 +751-75 1 +761-76 +751-75 +751-75 +76/-75 +761-75 +67.61-675+87.51-67.5+67.51-67.6+87.51-67.5+67.51-675 39112 A, B +67.5/-67.5 +67.61.67.5 +675/-67.5 +67.51.67S +67.51-67.5 +67.5/-67.5 +675/-67S 407.61.87.5 +67.5/-67.6 +67.51-87.5 +67,51-67.5 +67.51-67.5 +67.51.675 +87.5/-87.5 +67.5/-67.5 +87.5/-67.5 +67.51-575 41110 A, B +67.5/-67.5 +6751-67.5 +6751.675 +67.5/•67S 467.51-67.5 +67.51.67.5 +67.61.67.6 +67.61-87.6 +67.51.67.5 +67.51-67.6 +67.51-67.6 +67.51-67.5 +67.51-675 +67.5/-67.6 +67.5/-67.6 +875/-67.5 +87.61-67.6 43112 A,B +67.51-67.5 +67S1-67,5 +67.5/-87.5 +57.51-67.5 +67,5/-67.5 +67.51-675 +67S/-67.5 +67.51-57.5 +67.5f-675 +6751-67,5 +87.5/-67.5 +67.5/-67.5 +67.51-67.5 +67.5/-67.5 +87.5f-67.5 +67.51-67.5 +67.51-575 47112 A,1] +67.51-07.6 +87.51-67.5 +87. -67S +S7.5/-87.5 +675/-87.5 +67.51-67.5 +67.51.67S +87.51-87.5 +67.51-675 +67.61-67.5 +67,51-67.5 +57.5/-67.5 +67.61.07.5 +67.5/-67.5 ♦67.5/-87.5 +6751-67.5 +67.51-675 41111 A,8 +67.51-67,5 +67.61-67.5 +87S1•B7S +E7.Sf-67,5 +67.51.67.5 +67.51.67.5 +875/•87.5 +67,5/47.5 +67.51-67.3 +87.51-87.5 +67.51-67.5 +87.51-87.5 +67.51.67.5 +67.51.675 +67.5f-57.5 +67.5l-67.5 +67.6/-87.5 comma Ifwm MfoTTPI maw In (INI TYPE 16 38 316 WWI 56 63 72 76 19118 A. B +761-75 +751-75 +751-78 +75l-75 +751-7S +87.5/-87.5 +67.51-675 26112 A, B +75/-76 +751-75 +751-75 +751-76 +751-7S ♦67.6/-67.5 +67.6/47.5 37 A,13 +751.75 +751-75 +751.75 +751-75 +75/-76 s67.5/-A7.5+67.5/-67.5 p1A A. B +87.S/-875 +67.51-87.6 +87.61.67.5 +87Sf-87.5 +675/-67.5 +87S1-87.b +87.5/•67.5 314' OVERALL 1/8' ANNEALED GLASS 6115" AIRSPACE 5116" LAMINATED 1V ANNEALED GLASS 3/32- DUPONT PVSINTERLAYER 1/6' ANNEALED GLASS GLASS TYPE A 314" OVERALL 1/6" TEMPERED GLASS 6/18- AIR SPACE 5/18- LAMINATED 1/8" ANNEALED GLASS 3/32- DUPONT PVB INTERLAYER 1181 ANNEALED GLASS GLASS TYPE B .�•-'! ate` n ,i PROPREIIARY AND CONFIME MkL NOTE: 1.IF SIZE INTENDED IS NOT SHOWN.USE NEXT LARGER SO.ALSA, i DATED PER NEW FBC R 4. y;'C" r } 44TH AVE. '::FLOMA 34474 . LR04�S • �.. �f Fl 1`42 NO. 62514 .* Vt �^ a' k. 7nnOD8 1 .. CWS- A •30F6 UNIT WIDTH ---- OVERALL FLANGE WIDTH----: TYPICAL HORIZONTAL SECTION NOTE: LEFT BIDE SHOWS fU(ED Cal iAW WDIIT SIDE SHON9 BASH CUT AYAY f 37,44,46,47,4&62,55,63,64,67,68 IMPACT HOOK SPACING: 1) SILL HOOKS: A) S` FROM UNIT EDGE TO EDGE OF HOOK. 2) SASH A TH��HHOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN 3r. A)) 2-lir FROM SASH CORNER TO EDGE OF CATCH. S) A THIRD CATCH 15 CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN 37. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. ow ... • • • SW 44TH AVE. A, FLORIDA 34474 PR��TY '••L RO�kkTi7r1b" `. FL P NO. U514. • • - PROl1IBITFaC_ C •. ��': �� •� ear •; i� . � a ��: ••-.'•� �'r'� �}�� nr•e�5•�1a�.it*'.`•�,�Ff�,�1, f; be :-IMPACT ADE 7lP7 2008 NTS CWS-165 AEEP4OF8 3.125 2 1E0 c y nu tD CONSTftUCli01 H ♦ 9 1A47 1 1.647 1 1.647 )1.000 1.150 CORNER WELD (ALL HIDES) PVC SASH STM. RAIL-6028 PVC SASH MTG. RAIL-6027 PVC SASH SIDE RAIL-6004 PVC FRAME FIN-6021B 2. 1.250 1.9s7 1.030. g 8 1.835 REINF. FIXED MTG. RAIL-1499 1440 ALUM 6063 T-6 PVC FIXED MTG. RAIL-6001 PVC SASH STOP-6029 Fl=—MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME epw,sq='rwa PVC FRAME FLANGE-6031 •p cmr w I Flap 59E 'rlf. PAlf. FR tp,0370x.tl7bsakFYfSea1� 1511 " v4° ��••�---.7ss 1 .HsO� 1 x2A00FhFHSUB 15 x O.e2a Ph Hlwls lrs17 1H xI.2 FhFHISKVft teIs• , REINF. SASH MTG. RAIL-1497 1 xo.e25QiudFHTt3(VN4 REINF S.B.R./S.S.R. -1498 ALUM 6063 T-6 PVC GLAZING BEAD-6016 x="FhFHTH(2 FR. HOOK IMPACT (SH SILL) ALUM 6063 T-6 x 3M' Fh PHM N 2 ALUMINUM 6063-T6 xnseslef, SWSW4 . Itr Hole FYI, Trussal.lw 311H, 1 1fH" 5!5• FYI. Truseal,'IT 1 •-� 1!4' '. SIk, $5 Off..1A3' x &r x 2' Lq. 1 1 vs- 12' I 510° -aim Golf DWI. Leftf•FRCTab. "t I 1 IPa-yLbl.1N� �21n•—«f III �P" U. isLit (kw) ANCHOR CLIP, 1504 PVC SCREEN CATCH - 6013 SASH CATCH IMPACT me, Mad ALUMINUM 6063-T6 PVC SCREEN SUPPORT - 6014 ALUMINUM 6063-T6 Is. Sub beer (see sM 3) 1!H•--I"I-2 9175" 319• UPDATED PER NEW FBC REQUIREMENTS 071071C 'tan From Hart. I ea Frsae, vat NO . ITEMS aen Ffsl-e eomsr Kay 50, St3.51 ARE NOT USED 314° i� •een Clah IS x IS Fba*u N S PRODUCT. 1 'IIn° asn�e.Asscis.'s . L 01/4' �� !., �•.. SW44THAVE. ssnPulT�b PLAN VIEW OF ' \� " �� a . FLORIDA 34474 un SprkV. SS n Fr., SR wlFn, wc, 3 ANCHOR CLIP ..�..• .:.�� USIONS / B.O.M: IMPACT o bvirylrl��Bus, .3sO H.uO H PampfeTSRVAN° eo+s70farrnt :: ,� =; Y i At ' ..•c_ :J PVC SINGLE H 'ADE 7l7/20� awSuppaflforPJC THE INFOR►A11ONCONTAOEDINTHIS ORAVWNOISTHE SOLE PRO PERTY �ttoH� . 4 Nib o CWS-1 AART OR AS A WARTEN PERSIM&ON OF CUSTOM WINDOW SYSTTEMS, INC. f3 PRO FL P.CR-N0. 02514 •' � 1iY '` A 'SDFB N \ ; 040 Liw. 1(1MAX CAULK BETWEEN BUCK 2 (MIN. EMBEDMENT) I I 6E NOTE 2 & 3 ON SHT. 2) I MAXSKIM +++{{{ 1319 AND OPENING BY OTHERS (MIN. EDGE OIBT.) e ! •e ! ANCHOR ISEE NOTE 2 3 (MIN. EMSEDMENT) �• ! •j ��• CUP ON6 ON SHT. 2) • • 2 �p • p• p• 4 INSTALLATIONANCHOR, NSolo CONCRETEIMASONRY BY OTHERS (MIN. EDGE DIET.) I • ' • p • e • INSTALLATION ANCHOR, 311B' DIA MASONRY ANCHOR. ANCHOR • 1N obIOCN • • p CUP Po :fo p ' p •p ► bp.r►p • ! • IBYWOOD SUCK • ' CAULK BETWEEN BUCK o. 6 ° ' ° ' V V ' ° • 6 1 1µ' (MIN EMBEDMENT) e e ! BY OTHERS • 4 AND OPENING BY OTHERS .o o • . ► • . r • • ►' ♦ � ♦ i • • • • . e •e p 9•• p; e; 0 ; e a e 2 BY BUCK( EXTERIOR FINISH ♦ • ♦ ► BY OTHERS SY OTHERS —� 114' MAX SHAM p ! b • 4 •♦ . �• (SEE NOTE 2 A 3 ,� e e , e• p ON BHT. 2) • • ♦ CONCRETEIMASONRY p PERIMETER CAULK BY INSTALLER 1 BY WOOD BUCK p •p � � . • • . !� BY OTHERS • • e BYOTHERS is p ! WINDOW FRAME • �e� ♦ OR • . • �• u PERIMETER CAULK ;06 • e , p HEAD WINDOWFRAME UP n'� • w Oo PERIMETER CAULK BYINSTALLER • BYINSTALLER ^nf� 3118' INSTALLATON ANCHOR, DU. MASONRY ANCHOR. HORIZONTAL SECTION EXTERIOR FINISH BY OTHERS C HDRU:ON7AL SECTION CUPOAASONRY) CUP (WOOD) BUCK AND OPENICAULK E NGBYOTHERS �q* �•--ANCHOR Clip / WINDOW FRAME BILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH - BY OTHERS •t.P.f •� •= .•.►• ►• .�•► •. CONCRETEIMASONRY BY OTHERS VERTICALSECTIoN CUP (MASONRY) INSTALLATION ANCHOR, 31lr CIA MASONRY ANCHOR ANCHOR CLIP i�114, MAX SHIM (SEE NOTE 2 A 3 r ON SHT. 21 T 1 SY WOOD BUCK BY OTHERS • I fw 1lie (MIN. EMBEDMENT) (MIN. EDGE DIST.) WINDOW FRAME BILL EXTERIOR FINISH BY OTHERS 'NOT ALUTION ANCHOR, ails' DIM. MASONRY ANCHOR. 114" MAX. SHIM (SEE NOTE 2 s 3 ON SHT. 2) ►R.a.ep a a:� n'.� "a"' ASONRY 1TERNATE PRECAST BILL DETAIL CUP (MASONRY) \It�lfl I1 SW"THAVE. '. FLORIDA 34474 '��p.. t`'h•. ��. ICY ;+•'�4 I �LATIONr PVC ,E PROPERTY OFGLOUM � �,4iaeEltTc}i ;.. °a - SI00 1 =�&WOt 11T E FL P.E-.*. s2514 . • - 717/2OOB 7 Cws- SOFS ��:•• �aVW r i771 s i1 I �'•'' Z= (MIN EDGE DIST.) CONCRE7EfMASONRY 13Y OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH- BY OTHERS WINDOW HEAD DRYWALL BY OTHERS_ DRYWALL BY OTHERS CONCRETEMASONRY 13Y OTHERS INSTALLATION ANCHOR,' MASONRY SCREW YdNEO •y BACKED WASHER THRU I • • • • • 8UPPORT 1 BY WOOD BUCK (MIN EMBEDMENn BY OTHERS 114" MAX SHIM (SEE NOTE 2 6 3 ON BHT. 2) CAULK UNDER SCREW HEAD BY INSTALLERS VERTICAL SECTION (MIN. EDGE DIST.) FRAME(MASONRY) w /� EMBEDMENT) 114" MAX SHIM (SEE NOTE 2 6 3 ON BHT. 2) 1 BY WOOD BUCK OTHERS r �•{ �•- 114" MAX SHIM i ! •Yi,' 1 (SEE NOTE 2 6 3 ON BHT: CAULK UNDER SCREW V1W DU. • • PRENE HEAD BY INSTALLER CREW .. i O •' ,' •' • ME WAMOWY FRAME JB EDGE DIST.) 4 • •4• 1 W (MRt EMBEDMENT) { DRYWALL BY OTHERS •• •�2 BY WOOD BUCK BY OTHERS 1 • INSTALLATION ANCHOR. 010 DIA . �. C&WOODANCHORWINEOPRENE ♦ SACKED WASHER THRUSCREW . SUPPORT • > PERIMETER �CAULK PERIMETERCAULK BYINSTALLER BYlNSTALLERI aGjK' 3\ EXTERIOR FINISH EXTERIOR FINISH CAULK BETWEEN BY OTHERS BY OTHERS BUCK AND OPENING BY OTHERS 0 HORIZONTAL SECTION HORIZ L SECTION FRAME WASONRY) FRAME (WOOp) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME INSTALLATION ANCHOR, 3118' DIA. SILL MASONRY SCREW ViNEOPRENE BACKED WASHERT14RU SCREW SUPPORT I18"DIA. PERRAETERCAULK 1W MAX SHIM 'RENE BY INSTALLER (SEE NOTE 2 & 3 ON BHT. 2) CREW EXT. FINISH BY OTHERS pf D. e � D. e D. � 11I4• IAL D• �: DAP • f PDf' . 10. •i: f• f� (MIN EMBEDMENT) p'� f D.�•fP •D.�f D.e ••'• f•f IM •�••N ipD,fD ,fb D,P D.e A 21�2" CONCRETEMASONRY (MIN EDGE DIST.) BY OTHERS ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) A UPD/A�TE0 PER NEV TO MAKE SILL OTHERS t� p e c .•,i • SW 44TH AVE. �` '' '�.�1'� �, •: G11LA FLORIDA 34A74 VIT _:. O ,yr,yp (t• _ r he ' P1 PROPRETMYAND COAflnTY1LENw i 'Y+biVo- C.,`��A rM:.^•gym='o.•, VEO IN THIS DRAIATND 64 THE SOLE PROPERTiY • • �itka .� O:r B� IY REPRODUCTION IN PART OR AS AWHOLE FL 5 82 1- IMCM WINOOW SYSTEMS. INC. Ri PROMBI� ' '�: W 1.4-6.. c .:� Q A. ' gyp, } • �h ' �J G �: w �1�� ` ,•J• d9.r. ,� . ,. ••. ' -'`••� �•�-":�t`Tb.- fro- `fit •�ilif:d::e14i•R', •+r 717.,m o.' CW& A 7OF8 BY OTHER EXTERIOR FINISH - BY OTHERS CAULK BEHIND FIN- BYINSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK BYINSTALLER WINDOW HEAD WINDOW FRA SILL CAULK BEHIND FIN BYINSTALLER PERIMETER CAULK BYINSTALLER WINDOW WRAP — BYINSTALLER EXTERIOR FINISH - BY OTHERS 2 BY WOOD SUCK BY OTHERS INSTALLATION ANCHOR, ME WOOD SCREW 114" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOO 114' MAX SHIM (SEE NOTE 2 d 3 ON SHT. 2) N 2 BY WOOD BUCK +. VIR\— BY OTHERSKINSTALLATION ANCHOR, i' 1$ WOOD SCREW M 1112' (MIN EMSEDMENTI TVERTICAL SECTION FIN (WOOD) oa "A INSTALLATION ANCHOR, /B WOOD SCREW -I r ---(SEE OTE2& (SEE NOTE 2 d 3 ON SHT.2) WINDOW FRAME JAMB BY OTHERS t �@'? Y, t j: •• 0, EXTERIOR FINISH BY OTHERS WINDOW WRAP BY INSTALLER CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BYINSTALLER �31 HORIZONTAL SECTION FIN (WOOD) • 1BDD SW 44TH AVEENN ;,a?�� '° 3j° � '' GALA, FLORIDA 34474 e(ti TT CLL ��r11686Ct1 m plrgUr -PPVV �►8 c +'.Bloc FL P.649.,})2,61f ' 7 MIN I NO.: CWS-155 A BOFS Florida Building Code Online Pagel of 3 KIM r BCIS Home I Log In I User Registration I Hot Topics I Submit surcharge Stats & Facts I Publications FBC Staff BCIS Site Map Links I Search r,• C Product Approval s, usER:PublicUser Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7067-R3 Application Type Revision ' Code Version 2007 Application Status Approved Comments • Archived Product Manufacturer Custom Window Systems Inca 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 Category �RRallpphh@cws.cc ` Wig — ndows- Subcategory NZ Hodzontal_Slide Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i-1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed 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 CI Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R3 COI 510485A (Eval Rep HS-8200 Impact XOXO 74x54)L.odf Referenced Standard and Year (of Standard) Standard AAMA/ 101/I.S.2-97 AAMA/ W DMA/101/I. S.2/A440-05 Year 1997 2005 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J 1/18/2011 Florida Building Code Online Page 2 of 3 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 12/29/2008 Date Pending FBC Approval 01/08/2009 Date Approved 02/03/2009 2002 2002 1994 Summary of Products FL # JjMlodel, Number or Name Description 7067.1 HS-8200 Vinyl Horizontal Slider I HS-8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS-157A (HS-8200 Imoact).ndf FL7067 R3 II DuPont PVB NOA 05-1208 02.odf Approved for use outside HVHZ: Yes FL7067 R3 II Mikron NOA 06-1220 01j)df Impact Resistant: Yes Design Pressure: +60/-60 Verified By: Roberto Lomas 62514 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eval Rep HS-8200 Impact XO 74x54. df Created by Independent Third Party: Yes Vinyl Horizontal SliderV HS'C8200 Vinyl Horizontal Slider, Impact, XO� Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS-232A (HS'-8200 Impact XOXi .odf FL7067 R3 II DuPont PVB--NOA 05-1208 02.1)df Approved for use outside HVHZ: Yes FL7067 R3 II DuPont SGP NOA 07-1116-04.pdf Impact Resistant: Yes FL7067 R3 II Mikron NOA 06-1220 01.pdf Design Pressure: +60/-60 Other: Large Missile, 111" x 63", XOX, +/- 60 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510487E (Eval Rep HS-8200 Impact XOX 111x63). df Created by Independent Third Party: Yes 7067.3 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS-186A (HS-8200 Impact 72x63).pdf FL7067 R3 II DuPont PVB NOA 05-1208 02.odf Approved for use outside HVHZ: Yes FL7067 R3 II Mikron NOA 06-1220 01.pdf Impact Resistant: Yes Design Pressure: +60/-60 Verified By: Roberto Lomas 62514 Other: Large Missile, 72" x 63", DP = +/- 60 psf, Al. Created by Independent Third Party: Yes FMR. Evaluation Reports FL7067 R3 AE 510486A (Eval Rep HS-8200 Impact XO 72x63).Pdf 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 p 2000-2010 The State of Florida. All rights reserved. http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvmivMZSg39J... 1/18/2011 Florida Building Code Online Page 3 of 3 Privacy Statement I Cooyriaht Statement Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ® ® eChEck m SCCIITItVMI:TItICY Verl3lpn Truotad VlR1FY F h4://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 1/18/2011 Florida Building Code Online Pagel of 3 ommunity Affairs BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search I Product Approval • ua , n USER: Public User Product Approval Menu > Product or ApDlication Search > Application List > Application Detail "� .EL # FL10158-R1 Application Type Affirmation ` Code Version 2007 Application Status Approved Comments • Archived G Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category %Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By MT Windows and Doors 650 West Market Street Gratz, PA 17030 (717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors • Sliding; Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association Standard Year AAMA 506 2006 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886/E1996 2005 ASTM E1886/E1996 2002 (]I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No . N/A hap://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDQuracBeVCbdMO... 2/1/2011 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 10/29/2008 Date Validated 10/29/2008 Date Pending FBC Approval Date Approved 11/04/2008 Summary of Products FL # Model, Number or Name Description f0158.1 620 -Sliding Glass Door- XX, OX, 96"' x.96"; Finless a`nd`i%2" Front Flange Flames - Limits of Use Certification Agency Certificate 's Approved for use In HVHZ: No FL10158 R1 C CAC APC 620 SGD 72642.01-109- 47.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: 6ther:-C60 _ - - Installation Instructions FL10158 R1 II 620 SGD - CONCRETE - Installation Instr- Fastener Schedule.odf wFL10158'RMR. 620:SGD -WOOD -Installation Instr"? F.astenerTSchedul= + Mill � --- -5 L10158 R1 II 620 XX Waiver for OX and XO 12-18- 07. pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10158.2 620 Sliding Glass Door - XX, OX, 96" x 96", Finless and 1/2" Front Flange Frames, XO Insulated and Single Glazed, IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10158 R1 C CAC APC 620 SGD 75854.01-109- 44.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL10158 RS C CAC APC 620 SGD 75854.02-109- 44. pdf Design Pressure: +55/-55 Other: C55 Quality Assurance Contract Expiration Date Installation Instructions FL10158 R1 II 620 SGD - CONCRETE - Installation Instr- Fastener Schedule.pdf FL10158 RS II 620 SGD - WOOD - Installation Instr - Fastener Schedule. df FL10158 RI II 620 XX Waiver for OX and XO 12-18- 07.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 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) 414-6436 © 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: ® FCAFcY, E http://www.floridabuilding.org/Dr/pr app dtl.aspx?param=wGEVXQwd)quracBeVCbdMO... 2/1/2011 Florida Building Code Online Page 3 of 3 sec:uritcasur�uu Varl3lgn � � T/u/!oG a�ea�rr� httr)://www.floridabuildina.orp-/Dr/-Dr aDD dtl.asnx?Daram=wGEVXOwtDauracBeVCbdMO... 2/1/2011 MEM #10 V SEE 1NSTALLAT No 1.1/4" PEN. SECTION A -A #10 WOOD SCREW 1-1/4" PENETRATION :�� SEE INSTALLATION NOTES HOOK STRIP SECTION B-B Model Configuration Width in Height in XO OX XX 60 80 60 96 60 120 mw@u2mwmww0lw 72 96 72 120 96 80 96 96 96 120 ► 620, O-XO OX-0 91-3 4 80 91-3/4 96 91-3/4 120 109-3/4 80 109-3 4 96 109-3/4 120 145-3 4 80 145-3/4 96 145-3 4 120 OXXO XXXX 120-5/8 80 120-5/8 96 120-5/8 120 144-5/8 80 144-5/8 96 144-5/8 120 192-5/8 80 192-5/8 96 192-5/8 12D Model Configuration Width in Height in 630 XIX 88-1/16 80 88-1/16 96 88-1 16 120 106-1/16 90 106-1/16 96 106-1 16 120 142-1/16 80 142-1/16 96 142-1/16 120 640 MIX 116-1/8 80 116-1/8 96 116-1/8 120 140-1/8 80 140-1/8 96 140-1 8 120 188-1 8 80 188 96 188-1/8 120 CONFIGURATIONS AND SIZES +/- 60 PSF SEE SHEET 2 FOR ANCHOR LOCATIONS JOSEPH A REED, PE FL PE 58920 2665 WEXFORD LANE YORK, PA 17404 Project 78329.01-122-34 717-764-7724 mmRw.",I�b' VHA ).y�GENs O ►: No.58920 * % yp0'. (STATE OFW- "'n`STONAIE� `• "'+'munnnnaao"� o.~zwea,.os 1e:le:sxasov EXTERIOR ELEVATION INSTALLATION NOTES: 1. INSTALLATION DETAILS DEPICTED SATISFY 2004 FLORIDA BUILDING CODE (WITH 2O06 SUPPLEMENT) REQUIREMENTS FOR THE SIZES, CONSTRUCTIONS AND DESIGN PRESSURES SHOWN ON THIS DRAWING 2. THE PRODUCTS SHOWN ON THIS DRAWING ARE NOT FOR USE IN HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FLORIDA BUILDING CODE. 3, NON -IMPACT VERSIONS OF THE PRODUCTS SHOWN IN THIS DRAWING WILL REQUIRE AN APPROVED PROTECTION DEVICE IF USED IN WIND-BORNE DEBRIS REGIONS. 4, REQUIREMENTS DOOR MATERIAL; ALUMINUM ALLOY 6063-TS. S. WOOD BLOCKING SHALL BE SPRUCE -PINE -FIR (G-0.42) OR DENSER. WOOD BUCK WIDTH SHALL BE GREATER THEN THE DOORFRAME WIDTH. TAPERED OR PARTIAL WIDTH BUCKS ARE NOT ALLOWED. WOOD BUCK SHALL BE SECURED TO THE STRUCTURE TO RESIST ALL DESIGN LOADS. 6. ALL WOOD SCREWS ARE 410 WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/4" MINIMUM PENETRATION. WOOD SCREW MATERIALS AND DIMENSIONS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS ANCHORS CLUSTERED AT MEETING STILES MAY BE IN ADJACENT TRACKS. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 8. APPROVED DOOR CONFIGURATIONS, SIZES AND DESIGN PRESSURES ARE LISTED ON THE INSTALLATION CHART ON SHEET 2 9. NOT ALL CONFIGURATIONS LISTED ARE SHOWN ON THIS DRAWING. HOWEVER, INSTALLATION SECTIONS A -A AND B-B APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. DRAWINGS DEPICT FLANGE INSTALLATION, FINLESS INSTALLATION SIMILAR. IO.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR. MAX HEIGHT IS 1/4". ALL SHIMS SHALL BE OF LOAD -BEARING NON -COMPRESSIBLE TYPE. 11.THESE DRAWINGS DEPICT THE DETAILS NECESSARY TO MEET STRUCTURAL LOAD REQUIREMENTS. THEY DO NOT ADDRESS THE AIR INFILTRATION, WATER PENETRATION, INTRUSION OR THERMAL PERFORMANCE REQUIREMENTS OF THE INSTALLATION. SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR SHEET 1 OF 2 SEALING, FLASHING AND DRAINAGE REQUIREMENTS. EXTERIOR ELEVATIONS 4" - 6" S---i N 4" - 6' SN N 4" - 6" S-1 N N N END DIST. ♦ ♦**♦ ♦ ENDDIST.. V ♦'v`v—♦ ♦'vV'♦ ♦ END DIST. ♦ ♦-W'w,♦ ♦-V�"♦ ♦,v'v—♦ ► .4 ► ► S S S 1► �► �► ♦ - ANCHOR MAXIMUM ANCHOR SPACING JOSEPH A REED, PE FL PE 58920 2665 WEXFORD LANE YORK, PA 17404 Project 78329.01-122-34 717-764-7724 �n eremev�"inmimi �o°`SEPHA.�iRF�� c�� 'ii SF'-• * No. 58920 p'•. STATE OF •(V�2; Date: 200e.01.0515:19:12.05.00' SHEET 2 OF 2 MI WINDOWS AND DOORS WINDOWS AND GOOFS ➢50 WM UkW S71M r MTZ PA r 17W➢-WO TITLE 620/630/640 Sliding Glass Door Wood Installation JAR 12/27/07 N,T.S 6 0 FAMILY 3.-ml 4 Model Conf➢ gura t➢on WidlFt CI") Ha➢g ht C➢n3 YO10 Wood Screw Hook Str➢ For 60 sF For 60 sf S in N S ➢n X X'. 60 80 23 3 1.3. 60 96 23 3 11 60 1zo z3 s 11 72 96 19 4 - 9 72 120 ILO 5 9 96 BO 15 4 7 96 96 14 S 7 96 1 ZO 14 7 7 jy620." O-XO OX-O 60 23 3 11 91- 3 4 96 23 4 11 91-3 4 120 23 5 11 109-3 4 60 19 3 9 109-3 4 96 19 4 9 109-3 4 120 19 S 9 145-3 4 80 15 4 7 145- 3 4 96 Model CoM7Burotlon Width (In) FlolBht (In) Yt10 Wood Sorrow Hook Stri For 60 sf For 60 sf S in N S In 630 XIX 88-1. 16 BO 23 3 t2 88-1 16 96 24 3 72 BB-1 16 120 24 4 12 106-1 16 BO 20 3 70 106-1 16 96 79 4 10 106-1 1G 120 20 5 70 142-1 36 60 75 4 B 142-1 16 96 75 6 e 142-1 16 120 75 7 8 640 MIX140-1 116-3 8 BO 24 3 72 116-1 8 96 24 3 12 116-1/8 120 24 4 72 140-1 8 BO 20 3 70 B 96 20 4 70 S4D-1 B 120 20 5 70 168-1 8 BO t5 4 e 368-1 8 96 75 5 B 168-1 B 120 75 7 8 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ................) ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING................3 SECTIONS & ALT. FRAME .............................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 PROPRIETARY AND CONFIDENTIAL INSTALLATION DETAILS..............................6-7 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 WRRTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "X/O/X" 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL 210-3459-1, NCTL 210-3459-1A, NCTL 210-3459-2, NCTL 210-3459-2A \LL IE 9. SERIES / MODEL DESIGNATION HS-8200. T 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O - FIXED SASH n,y,,,o oy Location: 1432 Woodford Road LevAavllle, NO 27023 Date: 2008.07.16 14: 0:36 -04'00' 5" MA) 6" A 18" (TYP NOTES: ANCHOR LAYOUT - (FLANGE) THRU FRAME a CLIP (MASONRY OPENING) 4" MAX 8" MAX O.C. (TYP) (TYP) 4" MAX (TYP) 8° MAX O.C. (TYP) INSTALLATION ANCHORSTYP I I I i i I • 1 i I I I r 1. INSTALL ONE ANCHORS AT EACH 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 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK, OR FRAMING. 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. e. 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). INSTALLATION ANCHOR LAYOUT - (FIN) ANCHORS TYP. THRU NAILING FIN (WOOD OPENING) DETAIL B Digitally signed by Florida PE Looatlon: 1432 Woodford Road Lewisville, INC 27023 Date: 2008.07.16 14:50:15.04'00' A UPDA' MODULAR SIZES (UNITWINDOW SIZE) HIIGHT (IN) WIDTFi (11-4) GLASS TYPE 177/8 291/2 311/2 351/2 391/2 411/2 431/2 471/2 54 63 471/2 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +601-60 +60/-60 +60/-60 +60/-60 +60/-60 +601-60 511/2 A,B,C,D +60/-60 +60/-60 +601-60 +60/-60 +601-60 +601-60 +60/-60 +601-60 +601-60 +601-60 741/2 A,B,C,D +60/-60 +6M150 +60/-60 +60/-60 +601-60 +601-60 +60/-60 +601-60 +60/-60 +601-60 851/2 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +601-60 +60/-60 +60/-60 +601-60 +60/-60 901/2 A,B,C,D +60/-60 +601-60 +60/-60 +60/-60 +601-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 961/2 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +601-60 +60/-60 +60/-60 +60/-60 +60/-60 1021/2 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +601-60 +60/-60 +60/-60 111 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 +601-60 +60/-60 +60/-60 +60/-60 +60/-60 COMMODITY SIZES (TIP -TIP) HEIGHT (IN) WIDTH (IN) GLASS TYPE 19 1/8 38 318 1 50 5/8 55 114 64 1/4 531/8 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 751/4 A,B,C,D +601-60 +60/-60 +60/-60 +60/-60 +60/-60 821/4 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 901/2 A,B,C,D +601-60 +60/-60 +601-60 +60/-60 +60/-60 1001/2 A,B,C,D +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 1121/4 A,B,C,D +60/-60 +601-60 +60/-60 +60/-60 1 +60/-60 3/4° OVERALL 3/4" OVERALL 1/8" ANNEALED GLASS 1/8" TEMPERED GLASS 5/16" AIR SPACE 5116" AIRSPACE 5/16" LAMINATED 5/16' LAMINATED _ 1/8° ANNEALED GLASS 1/8" ANNEALED GLASS 3/32" DUPONT PVB INTERLAYER -3132" DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS 1/8" ANNEALED GLASS GLASS TYPE A GLASS TYPE B ACME SASH GLASS PROPRIETARY AND CONRDEMIAL 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. 7/8" OVERALL 3/16" TEMPERED GLASS 1/4" AIRSPACE 7/16° LAMINATED 3116" ANNEALED GLASS 3/32" DUPONT SGP LAYER IF 3116 ANNEALED GLASS hi GLASS TYPE C NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 7/8" OVERALL 3116" ANNEALED GLASS 1/4" AIRSPACE 7/16" LAMINATED 3116" ANNEALED GLASS 3/32" DUPONT SGP LAYER 3/16" ANNEALED GLASS GLASS TYPE D Digitally signed by Rodda PE FIXED GLASS Location: 1432 Woodford Road Lewisville, NC 27023 Data: 2008.07.1614:49:54-04'00' AlUPDATED PER NEW FBC REQUIREMENTS 07/03/08 \\\� �S R 16 �vJ.•��ENS''9�+'� *� 0,.6�61•••• E OCALA FLORIDA 34474 TAT OF OF ; Z s/ d \\ 0NALE \\ IIIIII\\\ 1ITLE°DP CHART &GLAZING -LARGE MISSILE IMPACT PVC HORIZ. SLIDER A� 7/8/2008 8200 . NTS "CWS-232 A 3OF7 TYPICAL VERTICAL SECTION U NOTE: SHOWS FIXED LITE CUT AWAY i TYPICAL VERTICAL SECTION 4 NOTE: SHOWS SASH CUT AWAY OTE: ITEMS 27, 29, 36, 41, 42, 43, EXTERIOR /TYPICAL HORIZONTAL SECTION DETAIL A (JAMB IMPACT HOOKS) DETAIL C (HEAD IMPACT HOOKS) 0, 53, AND 54 ARE USED BUT NOT I THE INFORMATION CONTAINED IN PROPRIETARY IE ARYRAND CONFIDENTIAL IS IDENHE ALE HOWNFORCLARITY. WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS, WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS 2) OF HOOK. IF UNIT HEIGHT IS GREATER THAN OR EQUAL FROM SASH CORNER TO EDGE OF CATCH. ID CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER OR EQUAL TO 35 3/4". SASH AND FRAME HOOKS ARE TO ALIGN N 1/4". IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6" FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4". C) INNER HOOK 3 7/8" FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2-1/2" FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4". Digitally signed by Florida PE Lsoadon: 1432 Woodford Road Lewisville, NO 27023 Data: 2008.07.16 14:49:25 -04'00'AlUPDATED PER NEW FBC REQUIREN sm 3 1/8" L Jb. 1 2 3 4 R. Jb. at, Fxd. 211/16" 3 B.P. for ris) I L PVC FRAME FLANGE-6031 1!8° 5 PVC FRAME FIN-6026 11 1 7/8" 31/8" 13/18" HD MTG RAIL-1681 ALUM. 6063-T6 PVC SASH TOP/BTM RAIL-6004 1 1/4' 1 v1s" are^ ROLLER TRACK 1 1678 ALUM. 6063-T6 1 5/16" 5 7!J " FRAME IMPACT HOOK-1577 ALUM, 6063-T6 (HS HEAD) :F L1/16lz0 1t/ 2311s^ 5/s" s CONSTRUCTION CONSTRUC' 1° 1/16° SASH MTG. RAIL-1497 ALUM. REINF. 6063-T6 Z` CORNER WELD ERI RWW C SASH MTG. RAIL-6027 (ALL SIDES) CORNCORN(ALLS T-E1 tsns"—{ 1 518" I 9 PVC SASH SIDE RAIL-6028 CZ QS 3/16" O 3/16"---1 10 SCREWEDTOOETHEF WITH OLRERFRAME S.B.R./S.S.R. - 1498 ALUM. REINF. 6063-T6 1 3116°� 3"� 58 Sl 21 SASH IMPACT HOOK-1556 5 SCREW SUP: 3113 ALUM. 6063-T6 1 0 3/16" I 1 3/16" 13 O 7 /8' 7/8. T- 1— L PVC GLAZING BD-6016 PVC GLAZING BD-6009 � a/ts° PVC SCREEN CATCH - 6013 PVC SCREEN SUPPORT - 6014 O ftbN "Igmd byMM" PE O �lnn0"n:.... Form LawMOb. NC Deb:2080Ai.1814:40:/0-049R AlUPDATED PER NEW FBC REQUIREMENTS 07/03/08 i�llll/ FRAME IMPACT HOOK-1576 ALUM. 6063-T6 (HS JAMB) PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITH WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. vJ �CENS•.'9WIN •V R • 1900 S.W. 44TH AVENUE *• Flo„ &061,9 * n OCALA, FLORIDA 34474 STATE OF '—'EXTRUSIONS & B.O.M. s�;ORIOQ: �\�\� PVC HORIZ. SLIDE �17i1s70;A o.' 8200 AAJ X 1 °' 7/8/2008 NTS WG."CWS-232 A SOF7 CAULK BETWEEN BUCK DRYWALL BY AND OPENING BY OTHERS OTHERS CONCRETE/MASONRY°�.1,y BY OTHERS INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW •�� SUPPORT. CONCRETE/MASONRY 21/2" . •. • WINDOW FRAME BY OTHERS (MIN. EDGE DIST.) JAMB CAULK BETWEEN BUCK AND OPENING BY OTHERS 1 1/4" PERIMETER CAULK (MIN. EMBEDMENT) BY INSTALLER EXTERIOR FINISH (MIN. EDGE DIST.) BY OTHERS DRYWALL BY OTHERS 11/4" • ►• a o; , NNO HORIZONTAL SECTION (MIN. EMBEDMENT) �• ►: :'►:' �'. n: r`. ti ; FRAME (MASONRY) Y ti —1 BY WOOD BUCK EXTERIOR FINISH BY OTHERS 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BYINSTALLER EXTERIOR FINISH BY OTHERS moo. '►. �. CONCRETE/MASONRY •�� BY OTHERS (MIN. EDGE DIST.) SVERTICAL SECTION FRAME(MASONRY) INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4• MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS 1 1/4" (MIN. EMBEDMENT) 1 BY WOOD BUCK BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW SILL PERIMETER CAi BYINSTALLER EXTERIOR FINISH CAULK UNDER SCREW HEAD BY INSTALLER 114" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER 1 9 WINDOW JAMB PERIMETER CAULK BYINSTALLER EXTERIOR FINISH - BY OTHERS 1 = (MIN. EMBEDMENT) DRYWALL BY OTHERS o• INSTALLATION ANCHOR, . , #10 WOOD ANCHOR W/ o NEOPRENE BACKED ... WASHER THRU SCREW SUPPORT. 2 BY WOOD BUCK BY OTHERS 0 0 CAULK BETWEEN BUCK AND OPENING BY OTHERS HOSE RIZONTAL CTION FRAME (WOOD) INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BYINSTALLER 1/4" MAXSHIM (SEE NOTE 2 & 3 ON SHT. 2) BY OTHERS D i D �► • ► • ► D . D D.i D.Q D.. ,D•••D.e D D D D D p p D 2_ m CONCRETEIMASONRY (MIN. EDGE DIST.) BY OTHERS PRECAST SILL DETAIL FRNLTERNATE 7 FRAME(MASONRY) Digitally signed by Florida PELocation: F:�*.'�o 1432 Woodford RoadLewisville, NC 27023Date: 2008.07.16 14:46:09-04'00' PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS, WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS r c� BY OTHERS EXTERIOR FINISH — BY OTHERS CAULK BEHIND FIN— BYINSTALLER WINDOW WRAP — BYINSTALLER PERIMETER CAULK — BYINSTALLER WINDOW HEAD WINDOW FRAME SILL e, CAULK BEHIND FIN BYINSTALLER PERIMETER CAULK o1 BYINSTALLER . WINDOW WRAP 00 BYINSTALLER o, EXTERIOR FINISH oa, BY OTHERS e' SHEATHING BY OTHERS YZ (MIN. EMBEDMENT) INSTALLATION ANCHOR, #8 WOOD SCREW ' 2 BY WOOD BUCK BY OTHERS \ r2 BY WOOD BUCK 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) BY OTHERS WINDOW FRAME INSTALLATION ANCHOR, JAMB #8 WOOD SCREW 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) If (MIN. EMBEDMENT) T SHEATHINGS Cr • 4. a '0a'aa BY OTHERS e'•9•,o-o EXTERIOR FINISH WINDOW WRAP BY OTHERS BYINSTALLER CAULK BEHIND FIN PERIMETER CAULK BYINSTALLER BYINSTALLER HORIZONTAL SECTION FIN (WOOD) 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) Digitally signed by Florida PE Location: 1432 Woodford Road 2 BY WOOD BUCK Lewisville, NC 27023 —J--- BY OTHERS Date: 2008.07,16 14:45:36-04'00' INSTALLATION ANCHOR, #8 WOOD SCREW 11/2" (MIN. EMBEDMENT) T VERTICAL SECTION FIN (WOOD) PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. R