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1115 W 10 St
RECEIVED . MAY 202010 b4s CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 10 - S T Documented Construction Value: $ -3% 8 $S Job Address: /I/S'w IoTff ST SA-rjr-a,2O Lt- 3 Historic District: Yes ❑ No 1z Parcel ID: 2,5=101 -30-SA H-0000 - 0230 Zoning: Description of Work: S C'b 04 TT ri-e- H arO - HO Al tr r2eS10'9-02 Ir 1 -N ro A0 'at- IC Plan Review Contact Person: RICK Kt7V►9cS IIL Titley P2�S/OST Phone: 40� q03_5 -&6,p Fax: Y07 32Z-S6'f/ E-mail: ACk Vj6PrbU Mqi &,j13L.1DR1,e6rV Property Owner Information ' Name 6OLLIE CKS1- L wytjN� Phone: 40-7 322- 233 $ Street: /I/S� ►^� 107-04 S l Resident of property- : property - City, State Zip: 5/trJ1=o2A rL 3 z �7 / Contractor Information Name r_ri2i---�THImJ L30«06+25o I.-je, Phone: y07 1/03-Y4_S8 Street: Pd 13o�< 0) S"O $6-0 Fax: 907 32-7-- 8 (,o f/ City, State Zip: L-rtKE 01 &R `l l 1=L- 32-145--0956 State License No.: e-4XL 0S0:Xtf L Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: _ Mortgage Lender: Address: PERMIT INFORMATION Building Permit V Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service, No. of AMPS: Mechanical ❑ (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: `fes 12, X 1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. i gent Date Signature of Contrac or/Agent Date Vp CI+,�D U'.4-eS I nt's N'hne Print Contractor/Agent's Nome Q � to i Date Sig of No -Stat orida Date olary PuDUc - State of Florida My Comm. Expires Nov 12. 2012 NANCY J. COLLINS Commission # DD 837352 =0/'ti� My COMMISSION #DD548575 Bonded Through National Notary Assn. t EXPIRES: AUG 01. 2010 ��ae1••"Bonded through 1st State insurance Owner/Agent is Personal) K wn to Me or� Produced X Type of ID =L1 APPROVALS: ZONING: COMMENTS: Rev 11.08 ENGINEERING: UTILITIES: Contractor/Agent is 0(, Personally Known to Me or Produced ID Type of ID WASTE WATER: FIRE: BUILDING: -/I; THIS INSTRUMENT PREPAFjL ��ttrtW SUP I Name: R ) 114' ,OVA X.S 1 K Mo Address: PC) I !:Lc q ye) g; �;-O I �' r � `t iA►`� E U 1_11 le a 0) If T . I -L 3 7 7 q — p ftSC> SEAIINOLE COUNTY ?' �C eJt Ci t State of Florida rtratossnnnirnt r.Hotcr �`E M1 o� � EK1E NOTICE OF COMMENCEMENT 2010 Permit Number Parcel ID Number (PID) ;Zy- J'7) `3 0 ' S~A t i f"000 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) i_ GT t+v 5'z�I-f e) N i 2.o •r r or Lo•r a-3 RW3/.JSa,)-) S ✓RVA Y C 0,0 043 i►41NjC.20 f'81 Pe, 13 lily W lo'rI-# S•r Sr -)FC1►2a1 :L- 3'2-"7`71• GENERAL DESCRIPTION OF IMPROVEMENT N 6 M 1: a 1: P i+ I $Q S • - OWNER INFORMATION Name and address: Dr-ot-L_16 h - VJ`ln)N /%�s1� 1001 S'i S:►..trc,;:t71 •%� 377'7/ CONTRACTOR Name and address: 60RI N Ti•1 f /1-70 BO'L-002-S, I $-j < ' PC) i3ok 1_i9•KC 074rzy,1=� Persons within the Slate of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates To receive a copy of the Lienoes Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date Is 1 year from date of recording unless a different date Is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A•. NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STAT �F F • R DA c / COUNTY OF SEMINOLE 0 RS SIG UR OWNERS PRI ED NAW "(NOTE: Per Florl Statute 7 3.13(1) (g), owner must sign...... and no on else may be permitted to sign in his or her stead." The foregoing Instrument was acknowledged before me this44 day of 20 by Who is personally n o me Name V person paking statement Qr OR who has pro uced identification . ,-'�f"o_ type of Identification produce f7 - VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. UNDER PEN TIES OF PERJURY, I DECLARE THPK:4 FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE T T OF MY K WLEDGE AN SIG JAT E OF NATURALPeRVON SIGNING ABOVE • ""'•• SANDRA TA RAMIREI Notary Public • Slate of Florida My Comm. Expires Nov 12, 2012 °'= Commission # DO 837352 Bonded Through National Notary "It OF Assn. r Mty8is I FFA Board of County Commissioners WORK ORDER SEMINOLE COUNTY, FLORIDA Work Order Number: 17 Master Agreement No.: CC-2184-07/VFT Dated: December 26.2007 Master Agreement Title: SHIP Affordable Housing jtenalr n-4-& ru... CVVA NJ— s....s_ ..& 4 • • r m aAth 1.&._a Conbactor. Corinthian Builders, Inc Address: P.O. Box 950850 Lake Mary, FL 32795-0850 t l 1 J{ 5 l- /I O n�,! �1 i! ATTACHMENTS TO THIS WORK ORDER: METHOD OF COMPENSATION: [X] Scope – Inspection Report "Exhibit A" [X] fixed fee basis [X) Addendum –"Exhibit B" [ ] time basis -not -to -exceed [X] Quote Form –"Exhibit C" [ ] time basis -limitation of funds [X] SHIP Standards – "Exhibit D" [X] retainage shall be withheld TIME FOR COMPLETION: The Work to be provided by the CONTRACTOR shall be substantially completed as described in subsection 14.13 of the General Conditions, within 60 calendar days after the date when the Contract Time begins to run as provided in subsection 2.2 of the General *Conditions. The Work shall be flnaily completed, ready for Final Payment In accordance with subsection 14.9 of the General Conditions, within 20 callenda-r days after the actual date of Substantial Completion. Failure to meet" completion time shall be grounds for Termination of both the Work Order and the Master Agreement for Default. WORK ORDER AMOUNT. THIRTY-FOUR THOUSAND EIGHT HUNDRED EIGHTY-FIVE AND 20/100 DOLLARS IN WITNESS WHEREOF, the parties hereto have made and executed this Wai k Order on this day of IM &M . 201_r�, for the purposes stated herein. OC # 0556 nth lan ulIders, Inc. By: . Richard Kovacslk, President BOARD OF COUNTY COMMISSION SEMINOLE CO ,FLORIDA Lpt- - 0 g Robert H , Proa m w t Supervisor w Date: 5 �b Q " Z As authorized by Section 8.153 Seminole 4, County Administrative Code. gi ON #25119 Worn Order — Comrade, Rev 10=8 Page I of 3 Seminole County Property Appraiser Get Information by Parcel Number Page l of l PAM http://w�vw. scpafl.org/web/re_web.seminole_county_title?parcel=2519305AH0000023 C&... 4/12/2010 DAVID JONN6ON, CFA. ASA , PROPERTY APPI5EIa 3EMINOLC COUNTY, FL. 1101E. 3?77 sy SANFOAD. FL 32771.1-/069 Ok 407.665-7506 xs VALUE SUMMARY 2010 2009 VALUES Working Certified GENERAL Value Method Cost/Markel Cosl/Market Parcel Id: 25 -19.30 -SAH -0000-023C Number of Buildings 1 1 Owner: WYNN DOLLIE A Depreciated Bldg Value $51,850 $56,749 Mailing Address: 1115 W 10TH ST Depreciated EXFT Value 52,017 $2.118 City,State,ZipCode: SANFORD FL 32771 Land Value (Market) $13,650 $13,650 Property Address: 1115 10TH ST W SANFORD 32771 Land Value Ag SO $0 Subdivision Name: ROBINSONS SURVEY OF AN ADD TO SANFORD Just/Market Value $67,517 $72,517 Tax District: St-SANFORD Homesablity AdJ Exemptions: 00 -HOMESTEAD (1994) Save Our Homes Adj $79,683 $25.941 Our 83 41 Dor: 01 -SINGLE FAMILY Assessed Value (SOH) 1 $47,8341 $46,576 Tax Estimator Portability Calculator 2010 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $47,834 $25,000 522,834 Schools $47,834 $25,000 $22,834 City Sanford $47,834 $25,000 $22,834 SJWM(Salnt Johns Water Management) $47,834 $25,000 $22,834 County Bonds 1$47,8341 $25.0001 $22,834 Potential Portability Amount is $19.683 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. 2009 VALUE SUMMARY SALES Tax Amount (without SOH): $1,415 Deed Date Book Page Amount Vacnmp Qualified 2009 Tax Bill Amount: $421 PROBATE RECORDS 02/1999 03597 J1 $100 Improved No Save Our Homes (SOH) Savings: $994 WARRANTY DEED 01/1971 00858 0399 $17,000 Improved Yes 2009 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LAND PLATS: Pick..'= Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG W 50 FT OF N 120 FT OF LOT 23 ROBINSONS SURVEY FRONT FOOT & DEPTH 50 120 .000 300.00 $13,650 OF AN ADD TO SANFORD PB 1 PG 93 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Bui din 1 SINGLE FAMILY 1971 5 1,197 1,652 1,484 EW CONCRETE BLOCK $51,850 $64,211 Sketch Appendage I Sqft OPEN PORCH UNFINISHED / 168 Appendage I Sqft ENCLOSED PORCH FINISHED / 287 NOTE: Appendage Codes included in living Area- Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CARPET 2000 336 $2.017 $3,024 NOTE: Assessed values shown ere NOT cerlifred values and therefore are subject to change before being finalized for ad valorem fax purposes. "' If you recently purchased a homesteaded property your nextyear's property tax will be based on Just/Market value. http://w�vw. scpafl.org/web/re_web.seminole_county_title?parcel=2519305AH0000023 C&... 4/12/2010 CORINTHIAN BUILDERS. INC. Mailing Address Physical Address P.O. Box 950850 ; 2175 MARQUETTE AVENUE LAKE MARY, FL 32795-0850 SANFORD, FL 32773 Phone (407) 403-5658 CGC 058246 Fax (407) 322-8641 .............................................................................................................................................................................................................................................................................. ro ttIMIT #.. OFFICE May 10, 2010 Scope of Work Project: 1115 W. 101" St., Sanford, FI Owner: Dolly Cash 1. Re -roof 2. Replace cabinets. 3. Remove and replace bathtub. 4. Replace 4 windows. 5. A/C change out. 6. Remove and replace exterior door. 7. Upgrade electrical. 8. Install aluminum soffit and fascia. ' Florida Building Code Online Page 1 of 2 P E H M I T CE t_ ]t lor.NT Q11-; 1 tunity.Affairoj BPS Home tog In • user Registration Hot Topics Submit Surcharge : Stats 6 Facts Publications FBC Staff SCIS Site Map Lmks Search Lest Application Detail KAYCAN LTD 402 Boyer Circle Williston, VT 05495 (905)793-9462 Ext 235 alex.jovanovic@kpproducts.com Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emali 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 Product Approval Method FL12198 New 2007 Approved r Jovanovic Alex alex.jovanovic@kpproducts.com Alex Jovanovic 255 Summerlea Road Brampton, NON -US 05476 (905) 793-9462 Ext 235 alex.jovanovlc@kpproducts.com Alex Jovanovic 255 Summerlea Road Brampton, NON -US 12345 (416)553-6818 alex.jovanovlc@kpproducts.com Panel Walls Soffits Certification Mark or Listing Mlaml-Dade BCCO -CER Robert A. Walz, PE FF Validation Checklist -Hardcopy Received Standard TAS 202 TAS 203 Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 3/19/2010 Year 1994 1994 IF • w MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kaycan Building Products 1 Memorial Drive Richford VT 05476 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below: The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Soft SP -600 APPROVAL DOCUMENT: Drawing No. KBP-DC-102, Sheets 1 of 1, titled "Aluminum Soffit SP -600" dated 10/02/05, with no revisions, prepared by Kaycan Building Products signed and sealed by A. N. Reeves PE., bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None. LABELING: Each component shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDPCA", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page, evidence page as well as the approval document mentioned above. The submitted documentation was reviewed by Cand' Font PE. /0 oJ�T Co2� NOA No: 05-0802.03 Expiration Date: June 1, 2011 Approval Date: June 1, 2006 Page I Kaycan Building Products EVIDENCE SUBMITTED PAGE A. DRAWINGS 1. Drawing No. KBP-DC-102, Sheets 1 of 1, titled "Aluminum Soffit SP -600" dated 10/02/05 with no revision, prepared by Kaycan Building Products signed and sealed by A. N. Reeves PE. B. TESTS 1. Test report of Cyclic Load Pressure Test per TAS 203 and test report of Uniform Static Load Test per TAS 202 on Aluminum Soffit SP -600 prepared by Architectural Testing report No. 55982.02-122-18 dated 07/18/05, signed and sealed by S. M. Urich, PE. 2. Test report of Tensile Test per ASTM E8 on Aluminum Vented Soffit, prepared by Architectural Testing report No. 55982.03-122-18 dated 04/26/05, signed and sealed by J. A. Reed, PE. C. CALCULATIONS 1. Anchor Calculations prepared by H. R. Engineering, -Inc pages 1 through 3, dated 07/25/05 signed and sealed by A. N. Reeves PE. D. QUALITY ASSURANCE 1. Building Code compliance Office. E. STATEMENTS 1. Code Compliance letter prepared by H R Engineering, Inc dated 07/29/05 signed by A. N. Reeves PE. 2. No interest letter issued by H. R. Engineering , Inc on 07/21/05 signed by A. N. Reeves and notarized by C. R. King.. pjzole,OC Candido F. ont PE. Sr. Product Control Examiner NOA No: 05-0802.03 Expiration Date: June 1, 2011 Approval Date: June 1, 2006 E-1 PA NCL CROS. _JECT/OA/ A107 TO r CA L C 2 x 2 BATTEA/ NqI L (ry//C,IL) iTYp1 C'oL) I 1 I "E.-, 1 II 111 1/NTERLOICIK , I I b IfCvrE I I II I SP00011 I I I b I SOFT/TI I I I I A 1 F" cuwJivl6L I I H I fLANce I I 1 t �� I fAJ�/nl I r.11,4I I t � h I Fc,IAcIEI I I I a ;� I r 3/"STIAIRTER I I I 1 i srRr�l I FawArc�� = J CNANAt 1 i i !y/EIN A -A l 08X3" ZX 2 BaTTEN� (Ty//CAL -FAsuA 1 A} T -I--1 T Io" 7q" g\ `�Fr'CNaNNfI So Fi/ T T. OVERHANG WHERE ALUMINUM SOFFIT SHALL BE INSTALLED MUST , BE DESIGNED BY A PROFESSIONAL PER THE FLORIDA BUILDING CODE 8 INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH SOfF/ T / NJ TAG L AT / O N — SPG 00 As CORNIM POSTS' STARTER STRIPS. AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND THE MANUFACTURE]t'S INSTRUCTIONS, S'caci: / _ /O' /6" NA/L ZXZ SPACMIC- SATTE.V S,0400 KA)/CAN ALUM/NSM i.SO* MAX NVM PANCL L.CMG GENERAL NOTES "E.-, 1. THE ABOVE INSTALLATION HAS ALLOWABLE DESIGN WIND PRESSURES OF ♦55.0! 35.0 PSF. 'L ALUMINUM SOFFIT MM(UM THICKNESS 0 015' AND 0 0 7004Hl9 ALLAY t TEMPER. A'/ 0411M 'TNfRNP/Ne 7, INSTALLATION FASTENERS ARE GALVANIZED Sig]. ?ITER ROOFING HAILS i K' LONG WITH tir DIAMETER SHANKS AAI/NG AND W DIAMETER HEADS. 2 IL 4. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE WOODICBSOVERHANG CONSTRUCTION BYOTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE S. FASTENERS SHALL BE LISTED AND SPACED AS SHOWN ON INA LL DETAILS. FASTERM EMBtIDAffM TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINO. Q OVERHANG RECEIVING ALUMINUM SOFFIT SHALL BE CHECKED FOR STRUCTURAL INADEQUACY. CRACKS OR DEFECTS THAT SHALL I BE E1.04WATED. I T Io" 7q" g\ `�Fr'CNaNNfI So Fi/ T T. OVERHANG WHERE ALUMINUM SOFFIT SHALL BE INSTALLED MUST , BE DESIGNED BY A PROFESSIONAL PER THE FLORIDA BUILDING CODE 8 INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH SOfF/ T / NJ TAG L AT / O N — SPG 00 As CORNIM POSTS' STARTER STRIPS. AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND THE MANUFACTURE]t'S INSTRUCTIONS, S'caci: / _ /O' /6" NA/L ZXZ SPACMIC- SATTE.V S,0400 KA)/CAN ALUM/NSM i.SO* MAX NVM PANCL L.CMG t "E.-, - - - - - - - - - - - - - - - - - - - - 0 0 77 -_._..�.�,�- _- -------------------- a a a 1f"wIOL AY eNCO //ILCJ NAIL J'.r NA NCM Z PANEL 'DETAILS . sorF/r NAIL TI/ROl/GR BOT# /NTeRLOC F SOFFIT F(.ANGES, NAIL. DEAD VIS)OLE SECT/off/ &-E NcT To SCALE S 14AY Zoo 6 ,n;.,t•�ia�a ��:;i1oDd�4 he I c.c: a0 6j DIv�_'ra ANMINIUM SOFFIT 16' SOLID AND VENTED PRODUCT CALIPER - .015'.t .002 UNDe&WPM LENGTH - 18.030' KAYCAN :BUILDING PRODUCTS Y� �Yrrrw Yr Tr• y� ,1WY -1�r YY rl r• w.�y+/ym ALUMINIUM SOFFrr SP -600 . FULL— 'K8P-DC-102 1 M Florida Building Code OnliRMITOFFIC Page l of 3 �E _ -E# ro-isd� i _ Ro ALL, ■ BCIS Home log In User Registration Hot Topics Submit Surcharge I Stats d Facts Publications FBC Stall SCIS Site Map ' Unks , Search' ' Product Approval USER. Public User Product Approval Menu > Protluct or Application Search > Application Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived 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 Product Approval Method Date Submitted FL5262-R2 Revision 2007 Approved r Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419)298-1740 sJasperson@tttechnologles.us Steve )asperson sjasperson@tttechnologies.us Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Ryan 1. King, P.E. I F Validation Checklist - Hardcopy Received Standard 101/I.S.2 ASTM E1886/E1996 ASTM E330 TAS 201, 202, 203 Method 1 Option A 09/03/2009 Year 1997 2002 2002 1994 http://www.floridabui]ding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt8ZAD2ujZOat... 3/19/2010 THERMA11RU 0 THERMA TRU DOORS I 18 INOUST"11L Oe.. EOGc*mO . OH 43517 "Smooth -Star" and "Benchmark by Therma-Tru" 6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed in compliance with the 2007 Florida Budding Code (FOCI wickuding the High Velocity Hurricane Zone'. See the Certification Agency Certificate for sizes, specifications and rafings. 6 6 6 6 6 6 DOUBLE W/ SIDELITES 070(0 MAX DESIGN PRESSURE +55.0 -55.0 Z Product anchors shop be as fated and spaced as shown on detoiK Anchor embedment F105-V MAX. OVERALL FRAME WIDTH sHEEf A to base material shop be beyond wap dressing, stucco. foam, brick and other woll I Tvplcd elevations, design pressures & general notes coverings. Bud anchoring 3750' MA)L Frame anchoring 4 ov13-ALL 3. Wood screws shall be installed following Installation instructions of ANSI/ AF&PA NOS 2005. 1 I WIDTH All other fastener types to be installed following fastener manufacturer's installation 1 1 instructions. F 4. Fastener embedment deptts. edge dalances and cenlercenter distances shag be as S specified by the fastener manufacturer but in no instance shop they be less than shown in4 ;� this drawing. 1 ;: :; ;: :; 00 1 1 1 1 S. Where shims are used, they must be a'rigid / stiff' material that complies with the - requirements of the 2007 FOC. i 6. Positive and negative design pressure requirements for use with Ibis drawing shall be o 1 1 1 1 ; ; ;: :; , _A'' � ! 1t 1J ,1�_ � �1 6 6 6 6 6 6 DOUBLE W/ SIDELITES 070(0 MAX DESIGN PRESSURE +55.0 -55.0 Z Product anchors shop be as fated and spaced as shown on detoiK Anchor embedment TABLE OF CONTENTS sHEEf A to base material shop be beyond wap dressing, stucco. foam, brick and other woll I Tvplcd elevations, design pressures & general notes coverings. Bud anchoring 3750' MA)L Frame anchoring 4 ov13-ALL 3. Wood screws shall be installed following Installation instructions of ANSI/ AF&PA NOS 2005. Horizontal & vertical crass sections WIDTH All other fastener types to be installed following fastener manufacturer's installation instructions. F 4. Fastener embedment deptts. edge dalances and cenlercenter distances shag be as Fr .r � specified by the fastener manufacturer but in no instance shop they be less than shown in4 ;� this drawing. ej 5 ;: :; ;: :; 00 1 1 1 1 S. Where shims are used, they must be a'rigid / stiff' material that complies with the - requirements of the 2007 FOC. i 6. Positive and negative design pressure requirements for use with Ibis drawing shall be o 1 1 1 1 ; ; ;: :; determined by others for specific jobs in accordance with the governing code. _A'' � 7. Site condhiors not covered by this drawing are subject to further engineering analysis. 4 a SINGLE X MAX DESIGN PRESSURE +67.0 -67.0 H. 74-V MAX. OVERALL WIDTH — r 2 3 5 5 5 ,_ 6BSQ MAX. OVERALL WIDTH 1 2 3 5 5 5 DOUBLE XX MAX DESIGN PRESSURE +55.0 -55.0 SINGLE W/ - SIDELnES 0X0 MAX DESIGN PRESSURE +40.0 -40.0 53.V MAX. ovatALL wlothh I 2 3 i 5 5 SINGLE W/SIDE m OX MAX DESIGN PRESSURE +40.0 -40.0 LOCK HARDWARE MW d SERIES Q KIVIKSET 700 SERIES (RICH KW)KSET 700 SERIES DEAD60Lr mvc. en LF9 Or LIZ an FL -5262.5-68 InT _.L or 6 TABLE OF CONTENTS sHEEf A DESCRIPTION I Tvplcd elevations, design pressures & general notes 2 Bud anchoring 3 Frame anchoring 4 Rome anchoring & b,11 of materials 5 Horizontal & vertical crass sections (, Vertical cross sections 4 a SINGLE X MAX DESIGN PRESSURE +67.0 -67.0 H. 74-V MAX. OVERALL WIDTH — r 2 3 5 5 5 ,_ 6BSQ MAX. OVERALL WIDTH 1 2 3 5 5 5 DOUBLE XX MAX DESIGN PRESSURE +55.0 -55.0 SINGLE W/ - SIDELnES 0X0 MAX DESIGN PRESSURE +40.0 -40.0 53.V MAX. ovatALL wlothh I 2 3 i 5 5 SINGLE W/SIDE m OX MAX DESIGN PRESSURE +40.0 -40.0 LOCK HARDWARE MW d SERIES Q KIVIKSET 700 SERIES (RICH KW)KSET 700 SERIES DEAD60Lr mvc. en LF9 Or LIZ an FL -5262.5-68 InT _.L or 6 MASONRY OPENING 2X BUCK r 4 48. II I K � II II MULLION 4 I I SHOWN FOR 0 II 0 MULLION TYP. II REFERENCE 0 FORJ I I HEAD 0 REFERENCE II k JAMBS 0 II SEE NOTE 1 II 0 II II U II II ASTRAGAL II II 0 SHOWN FOR II II 0 REFERENCE II II � II II - II � II n II F-4-48' 0 r ' 4 � MASONRY OPENING TMP. HEAD 0 ASTRAGAL SEE�NBS O E I SHOWN FOR 2X BUCK -/.a REFERENCE 0 B B 0 0 Lij 1 S a I MASONRY OPENING ?g2� 2X BUCK W VV �o NOTES: 4- -1-T-'1 4" II I II -MULLION 4 II SHOWN FOR TYP II REFERENCE HEADII do JAMBS SEE NOTE I II II II II II If 11 1—L MASONRY OPENING 2X BUCK tJtJ � V °? o t. I/! Oco concrete screws anchoring 2x buck require a minimum I-dearonce to masonry edges, o I -1/4 -minimum embedment and a minimum 4-clearonce to adfacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations of the comers, at mu6on locations, and at astrogot locations may be adjusted to maintain the minimum edge distance to mortar joints. It concrete screw locations noted os MAX. ON CENrW must be adjusfed to maintain the minimum edge distance to mortar joints, additional concrete crews may be required to ensure the maximum on center dimension B rat exceeded. 2. 2X buck min. S.G. 2 0.55. 4- - 1 1-r 4 - II 1� II II MULLION II 4 II SHOWN FOR II REFERENCE II HEAD I I do JAMBS II SEE NOTE I II �� II II �I II MULLION II I I SHOWN FOR II II REFERENCE II II II II II II II SINGLE W/SIDELfTEs BUCK ANCHORING 4 � MASONRY OPENING TMP. HEAD do JAMBS SEE NOTE I 2X BUCK y �o K V A O 0 atc N.T.S. - i or DT e we ., LFS FL -5262.5-68 g » 3 ar 6 O '0' 'E' C" IN 3" I I MULLION SHOWN FORREFERENCE IW PAIRS 30 /2X BUCK INSTALLATIONW -V !� /1X BUCK INSTALLATION' TYP HEAD k JAMBS ZO SEE NOTE I SEE NOTE 1 .C. .0- 'E' VIEW C'- C' SINGLE DOOR W/SIDELfiES h. n �n or C" IN PAIRS 30 3 TYP. TYP. !� ;• I Za W O =� U N - - N a _ 1 �s( 1. rn Z Z -, eZ �O a } O SEE In Sim DETAIL "4' o I SEE _ = W a� n �+„ DETAIL_ a EE 1 '6 - OTE I 1 T- -7 b' A" H -63F-,6 ^ tn I Ir N I MULLION 9 SHOWN FOR _ a REFERENCE. 0/2X BUCK INSTNIATI */IX BUCK INSTALIATP TYP. HEAD h JAMBS SEE NOTE 1 SEE NOTE 1 in Vi O U r: C SEE DETAIL '2' C' b" A' VIEW 'E. -'E' VIEW '0'-b' SINGLE DOOR W SIDELfTE VIEW B' -'B' QPow W/ OPnXM OORAI44rw PAS7ENa6 ROI /JO (nP. ALL scaAE rO DOOR AWV 00"MIX ONO NOTES: 1. 1/4" ITW concrete screws anchorfng frame and/or sail require o minimum 2-1/2" clearance to mosorxy edges, a 1-1/4" minimum embedment and a mfnfmum 3" clearonce to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge durance and center distance requirements. Concrete screw locations at the comers. and at muf6on locations, may be ocWed to maintain the minimum edge distance to mortarjoinfs. h concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2 3/16" RYV concrete screws anchoring frame and/or slit require a minimum 2-5/8" Clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 2.1 /C clearance to ad/acent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sideSte Is direct set into the iamb with (121 08 x 2"pth. wood screws. Thore are (4) at each vertical jamb, from the fop down at 13.5'. 31 ", 48.5"& 66". There are (2) at the header at 4" from Me outside comers of the frame. There are (2) at the silt, 4" from the outside comers. 0 4• For optional side6fe construction with staples, siderite is direct set into the jomb with (4) 711,'X t?/" 16 go. stopfes along each jamb (6" from ends and equally spaced fhereafter). "B" A" W/2X BUCK INSTALLATION ,W/IX BUCK - INSTALLATION TYP. HEAD t JAMBS SEE NOTE 1 -11 SEE NOTE 1 16 5 'B" A" SINGLE 000R SEE - DEfAIL 'I W/2X BUCK INSTALLATION 2 W/1X BUCK 11 INSTALLATION SEE NOTE 2 0) DETAIL '2" W/2X BUCK 2 INSTALLATION W/IX BUCK INSTALLATIO 12 1 C SEE NOTE 1 1 DETAIL 'I " M 9r: OT 0 ML M LFS s VAX= Nd: a FL -5262.5-68 c mw 3 or 6 ON b C- L r jp W ov �Z —O 'E- df6' 3=__ 3'�-1 1 I1_ SEE NOTE 3Q = = SHEET 3 Q SEE DETAIL J- a\ B 10 X 1-314- PFH WOOD SCREW 12 EE NOTE I C ASTRAGAL) A MULLION SHEET 3 _ SHOWN FOR Q SHOWN FOR _ 2 REFERENCE Q REFERENCE STEEL 3 ONLY Q STEEL 4 Q SEE NOTE 1 STEEL — Q SHEET 3 Q 16 — 9 Q — 12Q 5 LK STEEL 12 Q STEEL v, Q CONCRETE .0 V1EW 'C'—'CDOUBLE DOOR W SIDELRES A W/2X BUCK INSTALLATION 9 W/IX BUCK INSTALLATION TYP. HEAD do JAMBS SEE NOTE I SHEET 3 IN PAIRS TYP. w J— T T �v Wa tn N DETAIL '4' 7W �o = = WO a\ B 10 X 1-314- PFH WOOD SCREW 12 EE NOTE I C 10 X 1 PFH WOOD SCREW SHEET 3 1 10 x 314' LG. PFH WOOD SCREW Hine to Frame a VIEW 'E'—'E' Qgo w W/ a nvwa. ONWXA a FASR7 M RW IM tlrV. ALL Man M ooart +we cow4cro") A' 3 3--1 F -IF I j3'._6.SEE DETAIL Q W/QINST/A�'IW/,�R GAL -Ai SP SHOWN FOR HEAD k ^ o REFERENCE Q SEE IAMBS — ONLY Q OTE I SHEET 3 Q — SEE NOTE 1 Q SEE NOTE I— SHEET 3 Q SHEET 3 SEE DETAIL is 9 is .1. 5 U 5 A' W/2X BUCK 2 INSTALLATION Material W/IX BUCK STEEL INSTALLATION 12 1 C STEEL SEE NOTE 1 W/2X BUCK SHEET 3 INSTALLATION 3 Item DESCRIPTION A 10 x 2-1 2 PFH WOOD SCREW B 10 X 1-314- PFH WOOD SCREW C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 314' LG. PFH WOOD SCREW Hine to Frame STEEL 2 10 x 2 LG. PFH WOOD SCREW STEEL 3 8 x 2-1 2 LG. PFH WOOD SCREW STEEL 4 1 4 x 2-3/4- PFH ELCO CONCRETE SCREW STEEL 5 1 4 x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 14 x 3-3 4 ITW PFH CONCRETE SCREW STEEL I1 3 16 x 3—I 4 TTI4 PFH CONCRETE SCREW STEEL 12 1 4 x 3-1 4 ITW PFH CONCRETE SCREW STEEL 13 MASONRY — 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1/4- X 2-1/4- PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB 4.656 X 1.25 1NERMA—TRU SUGAR PINE SG >= 0.34 WOOD 21 3 THK. PRESSURE TREATED SIpEITiE PAO WOOD 30 192; X 1 X 25 GA. CORRUGATED FASTENER STEEL a � ^ e�in 5 =ten os ��a5d�i Y o d oo`e= a"65 .39m2E6 °c gp y F 1 W/IX BUCK 11 0 DETAIL "I' INSTALLATION 11 SEE NOTE 2 0 0 Td SHEET 3E < R " DETAIL '3' $ w i ATTACH ASTRAGAL THROW BOLT c a B STRIKE PLATE TO FSEAS i C 1 ah: 06113108 = srxc N.T.S. ° i owc. en OT m 1 awK er. LFS ; a DETAIL "4" FL -5262.5-68 °a Saar 4 of G 2-1/TMIN.FROM 2.1/2'MIN.FROM 13 MASONRY EDGE — — MASONRY EDGE —+ InP.I InP.) i� 1 X BUCK ( ,y V '- 9 tl� N INTERIOR EXTERIOR 1 HEAD JAMB S To Ixsub•bmk Inswing shown �•-- INTERIOR 2 HEAD JAMB $ To wood hams trtswhg shown BUCK INTERIOR _ p i ^ os 0 (nP.) IttP.I \ i EMRIOR �zz 13>� •�\ go ep s" 4 �+8iloag° p m gvstzIit .25' MAX. m og L—LISIMIN. SHM SPACE 2x BUCK �+ INTERIOR EXTERIOR 125, EMB. MIN. EMB. TYP. 4 VERTICAL SIDE JAMB $ 10 2x lbdxlck k 5 Tion hawing shown i �m u� i z 0 EXTERIOR INTERIOR 1"MIN. FROM I' MIN. FROM MASONRY EDGE MASONRY EDGE ^ os 0 (nP.) IttP.I \ i ro W 13>� •�\ go ep s" 4 �+8iloag° p m gvstzIit 4 Sddmo �m og i W m < xE C 2x BUCK �+ INTERIOR EXTERIOR rl"N HEAD JAMB LEO k 5 Tion > �� ingg" g �m �o NU EXTERIOR 0.15" MIN. CSINK LICE I.IS MIN. EMB. 5 VERTICAL SIDE JAMB j To wood home hawing shown cAm N.T.S. we W. DT m sK en LFS 3 \uro�c Na a 0 F1-5262.5-68 °a mm J- or 6 a ffl�io [Ala- l- I -1 2.1/Z'MIN.FROM 2-1/7MIN.FROM MASONRY EDGE — — MASONRY EDGE (TYP.) 1 VERITCAL CROSS SECTION 6 Inswing conrgmlion 2-1/Z' MIN. FROM 2-1/T MIN. FROM MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) 4 VERUCAL CROSS SECnON 6 Inswing conrgumlion EXTERIOR INTERIOR 2-1 /T MIN. FROM 2.1/7 MIN. FROM �f MASONRY EDGE MASONRY EDGE — (TYP.) (TYP.) 2 VEIMCAL CROSS SECnON 6 Oulswing conrgurolion �- ... ... 2-1/T MIN. FROM2.1/T MIN. FROM f- MASONRY EDGE 4—MASONRYEDGE— (TYP-1 (TYP.) 5 VERTICAL CROSS SECTION 6 Ouls%" conrgmalion NTERIOR EXTERIOR j! j iT 12 �m 1 2.1/2"MIN•FROM 2-1/TMIN. FROM MASONRY EDGE —�— MASONRY EDGE (TYP.) (IYP.) /a VERUCAL CROSS SECTION 6 lj EXTERIOR 1 rNTE 2-I/TMIN.FROM 2-1/2'MIN.FROM MASONRY EDGE — — MASONRY EDGE (TYP.) (TYP.) 6 VERTICAL CROSS SECTION 6 Oulswing configuralion pc. W. OT m WL W LFS ; wwac wo a 0 FL -5262.5-68 as war 6 a 6 O -Florida Building Code Online Page 1 of 3 PERMIT ,o � sa�� OFFICE # �, � ► , SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats B Facts Publications FBC Staff SCIS Site Map Unks Search Product Approval USER: Public User Product Approval Menu > Product or ADDlication Search > Application Us t > Application Detail FL # FL8944-R1 Application Type Affirmation Code Version 2007 Application Status Approved Comments Archived r Product Manufacturer Florida Extruders International, Inc. Address/Phone/Email 2540 Jewett Lane Sanford, FL 32771 (407)323-3300 Ext 334 )hoke@floridaextruders. cpm Authorized Signature Robert Amoruso ramoruso.pe@floridaextruders.com Technical Representative Robert J. Amoruso Address/Phone/Email 2540 Jewett Lane Snaford, FL 32828 (407)323-3300 ramoruso.pe @floridaextruders.com Quality Assurance Representative Kirby Osteen Address/Phone/Email 2540 Jewett Lane Sanford, FL 32771 (407)323-3300 ramoruso.pe@floridaextruders.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S. 2 1997 Equivalence of Product Standards Certified By F 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. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtEJnMi7hGT%... 3/19/2010 General Notes Drawing for Milestone Series 1000, 1500, 2000 and 3000 Non -impact Resistant Aluminum Window and Patio Sliding Glass Door Installation Details These notes are provided to ensure proper installation of Florida Extruders Milestone Nort4mpact Resistant Aluminum Fenestration Products and must be followed fully. This General Notes drawing shall be used in tandem with the product specific installation drawing. A).Gerleral ASSemlbly tnslanation,lgstn atones 1) SHIMMING: a. FLANGE FRAME WINDOWS • Shim as required at each imardiatbn fastener with load bead" shim. The mazie ulr allowable Sim stick to be 1N'. b. FIN FRAME WINDOWS - SAM as moldred at each Installation fastener nAth load bearing Sim. The ma.knun allowable shim stack to be U4'. AV* a bead of VUlk rn 116 adhesive sealant a approved equal at the fastener lacatbn toner to ndenlrg the shin to adhere the shim to the substrate and/or window home. Full bearing bewn;en the shin, substrate and whsdmv frame one recurred. i In" case where the reDfn g option is a pkiyed with Mired wkmdovs, shims an be Invited to the location spacng where wood screws are required. It Is not imperative that the shin be colnedMt with OW nad. c SLIDING GLASS DOORS . Shim as required at each Installation fastener with bad bearing Shim. The maalmun allowable shin stack to be Uv. Load bearing Shire at sit most be Pressure treated %WW or dasac and must be mmpletch, enapsulated on watint or set In wet concrete. 21 SEALING 6ETWEEN FENESTRATION PRODUCT AND SUBSTRATE a SGO SEAM SEALANT (See Disclaimer Statement above): a. GENERAL - SEALANT TYPE (not atoplicable when a specific brand or tvm is requbed) i. Sealant type shag be drown based on the sealant mamdaaurees recommendation as rt relates to materials to be sealed, environmental coruQitkms and intended use. b. WINDOWS - FLANGE FRAME r. Adhesive Seal - REQUIRED I Use Vulkern 116 adhesive sealant or approved equal between r4 dow's integral mounting M and pre'ast Concrete sN (or other SO construction) a" full length of 54. 2 Application of Vullem 116 adhesive sealant or approved equal must comply with sealant man ufa duren S rcCo mandatlorts. ii. Sealant - RECOMMENOEO (see OLsrWme) I. Use sealant bMdnd windowRng ae at hood and }anion 2. the Scott -for calmeler seal around exterior of Range w6hAnv mounting fin and to seal heads of Installation fasteners. c WINDOWS - FIN FRAME tAdhesive Seal -NOT REQUIRED IL Sealant - RECO►INENOED (see Olsdalmer) I. Use sealant behind window Range at head. slal and Jambs. 2. the sealant for perimeter will around exterior of Range w•dsw mounting On and to seal heads of installation fasteners. d. SLIOIftG GLASS DOORS L Adhesive Seal -NOT REQUIRED il. Mechanlraay Fastowd Corners - REQUIRED 1 SkOng Glass Oars received in -kroeked•Downed- condition shall have Jamb and sill mrrers scaled with a smal Jobl scam sealant. ii. Sealant - RECOMMENDED (see Disclaimer) 1. Use scala- behind dam Range at head A iambs and behind hook stmlp. 2. Liberally apofy sealant oder sin or set 91 in bed of wet concrete. Seal between back Comer of SO refer will Concrete Seal ata Werer holes odor to Imail" lastener and around head after mstallaton. 3. Use sealaN for pe.Imeter seal around exterior of door and between hook sold A buck for podKt doors and to seal heads of khstagallOn fateners. 3) MATERIALS: Window and spArg glass door frame material is Aluminum Allay 6063 T6 and 6005 TS. Concrete Screws shop meet the minimum requirements of Note 7. Wood Screws sag meet the requirements of We S. Tapping (LC., Sheet Metal) Screws when used In beu of Wood Screws shall mea to requirements of Nae 8 Nails shall meet the reaukements of tote 9. Corrosive Reslstanm Coatings for Installation fasteners Shan meet the requirements Of We S. Concrete block or concrete masonry units (CMU) shag meet the fecruktments of ASTM C90. Concrete shag meet the mihanum iequi.ements of the FtaEa Bulking Code (m-nu-rm compressive strength of 2500 psi). 4) GLOONG: a. One by (lx) wood buld": Applies to all non-StrUdUral btd6 less than 1 IR- thickness. Not aitend to Omt to aortal onctry wood bud only. One by wood tuddrg stall be seared to the substrate (masonry, concrete or stouctmal wood budJng or frac-.g using fasteners shatable for the application. 1. If the product specific Installation drawing toga prescribe fastening rCqu"menks for the bhrdhg, their shag be followed. 2. If the product sileci0c installation drawing doesffi prescribe Wu rig requirements for the bucking, fastlrhirrJ must onty be sufficient to talnWln g - 0 -n of the bu•ding dtrbg widow ktaalla kin. a. fr Wes. bwlder or dldgn professional d .eco.d may spedfy method to scare arc by wood budrkg to substrate to fadldate window insfagatOn. It. Two by ilei) wood budang or (raring: I. Applies to all structural wood bucks ardor fromig at the hexad. Jamb or sal equal to and greater tan 1 1/2' tlhickrim. a. They shall be securely rastenM ro transfer the load to the masonry, mute or other structural substrate per 2001 FV_ Section 1707.4.4, 2004 FBC-80dag, Section 1717.5.4 and 2004 FEC-Resden tiaL Salim R613 6 ardfor the engbhw of records dltaik as applicable. 0)_GCM"LEaStCM_I(t5talatl0B.1_nsVJK%Ions 5) All insblla ton fasteners rant be made or c rroston resistant materials or have a corrosion resistant coating applied witable for the environment ad/ar fremng material. Where fasbehers are Low in oremo e -or se•wadvii treated wood, the wood suppOa shag be consulted for -mnrgerhdatkln of fasteners compatible with the prsare preservadw treatment process used. 6) All field supplied holes In the frame (if required) will be as fdbws. a. 5/32' dWmetei for all 08 wood or tapping screws. b. ?416' In diameter for ag a 10 wood or tapping screws and 3/16' diameter concrete screws. r- No. 29 size drill bit for 0.13 V shank dtmnee .tads. d. No. 33 sale dull bit for 0.1 13' stank dlamctei nails. 7) Concebe Strews (Fit atbdmerR to.rascirlry or concrete substrate.) Shap be "Flat' had unless Wherwise indicated Shag have a minimum nominal diameter of 3/16' unless otherwise rioted. Shag have a minimum erbedment of 1 w' into the w koete, masonry or concrete bock or macaw urot (CIU) reodvN the pant unless otherwise ruled. Shall terve an allowable working load in Ow as noted on the 'Parts List' on the product specific Installation drawing. i. working load is defined as the ultimate load determined by fest dwnded by 4 as detemhbed and pubF,hed by the concrete screWs manufacturer. ii If the allowable Shear bad exceeds the above minimum, required number of fasteners Sham an the Installation drawings CJVNOT be decreased. 16. If the allowable Sher bad is less than live above rdigmum, adddioal site engineering aalysls meeting the building rode and acceptable to the Authority Havdrg Jurisdiction (AN)) WILL BE mewred. Concrete strews stag be of sufficient length so that the mdnknun embedment ato the rem" substrate (meltxr recehibhg the point) Is nict. Kid um Edge Otsus nce of concrete sum (agaves stag be 2 w' frons the edge cr Uhe substrate for a 3/ 16' dlameter comate screw. DISCLAIMER The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage (i.e.. concrete screws, wood screws• tapping strews, nails and Vulkem Structural Adhesive (or other approved equal)( to achieve the design pressure specified on the fenestration product as required by the 2001 Florida Building Code (FBC), Section 1707.4.4.2004 FBC-Budding, Section 1714.5.4 and the 2004 FBC.Residential, Section R613.6. Recommendations regarding flashing, sealing• sealants or other joint sealant practices does not constitute a warranty either expressed or implied. NOTE ON PE SEALING Original drawings with two sheets (pages) are reproduced on one sheet front and back. When reproduced this way, they are sealed on the first (front) sheet only. In response to Robert Amoruso's inquiry to the Florida Board of Professional Engineers, the FBPE at their meeting on June 20, 2002 responded that in such circumstances, it is acceptable (or the sealing PE to only sign, date and seal the front sheet of the drawing when printed on the front and back. This was documented by letter to Robert Amoruso dated July 31, 2002 from the Office of the Attorney General, State of Florida. c $gE £adr A C N C C _c A N W in " cc a m �$Ga IS ?L.6 Z E n Cc lei Z 3 Date: 1/9/07 Sole: Mrs Drawn By: RIA Checked By: JH Robert 3. Amonrsu, P.E. FL License No. 49752 ,^ENS 44, '• O Tb • ( of C } h OVAL Drawing No. FLE X20100 Sheet 1 of 2 General Notes Drawing for Milestone Series 1000, 1500, 2000 and 3000 Non -Impact Resistant Aluminum Window and_ Patio Sliding Glass Door Installation Details 6) Wood Screws and Tapping (Sheet Metal) Screws (for Instalfatbn of window or door frame In woad buck or wood framing substrate) Wood Screws & Tapol g Screw shall be -Flat- head when used with flange frame windows. Wood Screws & Tapp" Screw shall be -Pan' head when used with M frame windows. Wood Screws shad meet ANSI 818.6.1 dimensional requirements. Tapping Screws shall meet ANSI 818.6.4 dimensional requirements. Diameter and embedment shad be as indicated on the Installation drawing. If wood tends to split ore -We holes as follows (NadOnal Design Specification for Wood COFMIRKllon). I. No. 8 wood screw - 1/e' diameter pilot hole. Ii. No. 10 wood screw • 9/64' diameter pilot hole. Wood Screws 6 Tapping Screw shag be of sufficient length so that the minimum embedment into the receiving substrate (member receiving the point) Is met. Wood Screws S Tapping Screw, shad not be used to, fastenirg Into the end grain of wood. Wood Screw & Tapping Screw allowable lateral and withdrawal loads used to generate fastening requirements are based on a specific gravity of 0.42 for Spruce -pine -fir (SPF) unless Otherwise noted. Wood Screws w/Plastk Inds (Sliding Glass Door Sill Installation ONLY). Factory applied inStallatbn fastener holes in the sill not used for concrete screw installation shell be ancwaed with plastic anchors and wood screws meeting the following requirements. 1. No. 10 Wood Screw' where used 1. shall be of sufficient length to provide min. 1 In. embedment into the concrete amasonry. 2. Anchors shag be of a type similar to those depleted below with allowable shear loads greater than or equal to 297 lbs ultimate and 74 lbs working (ultimate/4). G. No. 8 Wood Sinews where used: 1. shag be of sufficlent length to pnovldc with. 7/8 in. embedment Into the concrete or masonry. 2 Anchors shag be of a type slmllar to those depicted Wow with allowable shear bads greater Own or equal to 246 Its ultimate and 61 lbs working (ultimate/4). Fhded Plastic Anchor Plastic Plug 9) Nalls (for installation of window or door frame In wood buck or framing substrate) a. Nails shall meet the minimum requirements of the product specific Installation drawings for the following chara1(ttl IM L Shank Diameter G. Head Diameter 1. Round Head Only for window nstillation. 2. As specified on the product specific installation drawing for One By Budong nstallation If applicable. b. Mads shag meet the dimensional requirements of ASTM Ft667,'Standard Specification of Driven Fasteners: Nails, Spikes and Staples.' c. Nails listed In one of Me (allowing Evaluation Reports (ICC -ES, see www.icaafe.ong)) are Preferred. However, if the minimum shank and head diameters are maintained, this Is not mandatary. 1. NER-272 d. ESR -1539 ii. Nail manufactures published Evatuation Report. d. Nails shag not be used for fastening Into the end grain of wood. e. Nail allowable lateral and withdrawal bads used to generate fastening requirements are based on a specific gravity of 0.50 for spruce -pine -hr (SPF) unless otherwise coed. I. If wood tends to solmt. pre -bore hila as follows (National Design Specification for Wood Construction). i, 0.113' dia. rails - a44 drill size pilot hole. N. Other nail diameter plot holes not exceeding 7S% of the Pall's diameter as required. 10) The buyer shag order windows and patio doors that will meet the Pm)ees specgk requirements based on the bulder S Information, Milestom product spcdlicalbns. Cha Florida Budding Code, and the codes on code amendments administered by tical building departments. To assure compliance YAM the building code, the buyer must know the structural requirements with regards to positive and negative design pressures, water requirements, and egress Documentation provided by Florida Extrudes for Its Fhkstone brand fenestration products includes certification reports and installation details 11) The Milestone Series 1000, 1500, 2000 and 3000 Non -Impart Resistant Aluminum Whdav and Patio Sliding Glass Doors installation Instructional comply with the following: a. 2001 FBC, Chapter 17 Sections 1707.4.4.1 for anchoring requirements, 1707.4.4.2 for masonry, concrCtc or other structural substrates and 1707.4.4.3 for wood or approved framing members. b. 2004 FSC -Building, Chapter 17 Sections 1744.5 4 1 for anchoring requirements, 1714.5.4.2 for masonry, concrete or other structural substrates and 1714 5.4.3 for wood or approved framing members. c 2004 FBC-Residential, Chapter 6 Sections R613.6.1 for arWroring requirements, R613.6.2 for masonry, concrete or other structural substrata and 8613.6.3 for wood or approved framing members 12) Milestone Series 1000, 1500, 2000 and 3000 Non -Impact Resistant Aluminum Windows and Pado Sliding Glass Dacus are tested and labeled In accordance with the following. a. Design Pressure (Performance Rating) tested In accordance with the following. A permanent label Is placed on the frame meeting the requirements of the following. 1. 2001 FOC Section 1707.4.2.1, 0, 2004 FOC -Building Section 1711.5.2.1, and iii. 2004 FOC-Residentlal Section R613 3.1. b. Applied Loads and Glazing %Vind Load Resistance In accordance with the fo0mving. 1. 2001 FOC Section 2405.3, 1. 2004 Fee -Building Section 1714.5.2.1. ori. 2004 FOC -Residential Section 8613.2 & R613.3.1, and ASTM E1300. C A non -permanent label 1s placed on each light of the window or door designating the type and thickness of the glazing meeting the requirements of the following. i. 2001 FBC, Section 2403. 1, u. 2004 FOC -Building, Section 2403.1, and lir. 2004 FOC -Residential, Section 8308.1. 13) Overall Performance Rating for fenestration assembly a. The overall assemW Performance Rating shall be based on the laver of following. r. True report design pressure based on the lower of the Structural, air infiltration and water penetration testing in the Positive and negative directions and recorded on the permanent label and/or tat report. 6. Glass bad resistance from ASTM E-1300 recorded on the non -permanent label. b. Glass thickness may be greater than the tat specimen per the requirements of ASTM E1300 in meeting applied wind loading per Note 12.1; above. I. In accordance with AAMA/WONA/CSA 101/I.S.2/A440-05. Section 0.2.2 & 6.2.2, the specifier shall specify a design pressure to a0av the manufacturer to glaze the product to meet and/or exceed the design pressure requirements of the Project or the specifier will specify a glass type and thickness that meets and/or exceeds the design pressure requirements of the project. u. The glass type and thickness specified by the specifier will not be less than that used with the test specimen. 14) The windows shall not be Installed In areas where the applied transverse wind bads exceed the allowable design pressure based on 13.a above. 15) Limitations of Use a. The windows shall be Installed in accordance with the Manufacturer's Installation Drawings. b. Fastener Size, Type and Spacing are determined by the type of construction per the Manufacturers Installation Drawings. c. The windows and patio doors shall not be nstalled in areas whee the applied transverse wind bads exceed the allowable design pressure based on the following (see Note 13). n. test report design pressure and/or d. glass bad resistance determined from ASTM E • 1300. d. MILESTONE Series 1000, 1500, 2000 and 3000 Non -Impact Resistant Aluminum Wrdays and Patio Sliding Glass Doors have not been evaluated for use In High Velocity Hurricane Zona (Broward and Dade Counties) or in Wind -Borne Debris Regions as dented In the 2001 Florida Building Code, 2004 Florida Building Code -Building and 2004 Florida Building Code -Residential and shall not be used In the HVHZ. e. MILESTONE Series 1000. 1500. 2000 and 3000 Non -Impact Resistant Akrnnum Windows and Patio Sliding Glass Doors may be used In Vend-Bome Debris Regions as defned in the 2001 Florida Building Code, 2004 Fbrlda Building Code-Ouildng and 2004 Florida Building Code -Residential that Ile outside the High Velocity Hurricane Zormis (&award and Dade counties) if a Florida Building Cede approved shutter assembly is employed to protect the windmv or the bulking Is designed as Partially Enclosed If allowed by and In accordance with applicable FBC Code Sections. c o E E �pop�'ewn W C~ C C Q v �Jr3o•—v'So !-0n^.,�a0 A a AXIE�y �S z3 Date: 1/9/07 Sole: NTS Drawn By: RIA Checked By: III Drawing No. FLEX2O1OO Sheet 2 of 2 One By Wood Buck By Others (Note 4.0 Seal between window Flange a and wood buck. (Note 2.a 6 2.b.li) Stucco BY Others' Perlme ter Sent By Others (Note 2.o 6 2.b.lD Concrete Or Masonry Opening By others. a a WINDOW HEIGHT (W.H.) FRAME HEIGHT (F.H.) Seal Between Window Flange 6 Precast Silt w/Vulkem 116 Adhesive Sent, Or Approved Equal (Note 2.b.0 Perimeter Seal By Others (Note 2n 6 2.b.i0 to Sent Between Wood Buck 6 Concrete/Masonry Opening By Others. (Note 2.a 6 2.b.10 1-1/4' Min. Embedment Shim as req'd. 1/4' Max. (Note La) BUCK HEIGHT (B.M.) PARTS LIST Head @ Sit Sa Jamb 0 U Ren 55 Sash Jamb © Glazing - See Note B. C 6 D Q) 3/16' Dm. Flat Head Concrete Screw with minimum working load In shear of 2551b3 at 1 1/4' embedment. See Note (F) on lids drawing and Note 7 on Ora" FLEX20100. 010 Flale Head Wood or Tapping Screw with a minimum embedment of 1.3/8' into 'Structural Two By Buck or Framing'. See Note 8 on Drawing FLEX20100, Concrete Or No Opening By Others \\\ 1-3/8' Min. Emb. ' I - . 1e I Perimeter Seal v By Others Interlor Finish (Note 2.a 6 2.b.11) (- By Others / 2X4, 2X6, 2X8 Wood Buck LBy Others (Note 4.b) One By Wood Buck By Others (OPTIONAL) (Note 4.0.11.2) SECTION A—A (ALTERNATE 2 Head) Shown. Also aoolicoble to Section B -B for installation with two by with or w/o one by wood bucks. DISCLAIMER: the purpose of this installolion droving is to present the monufocturees recommendolions for anchorage Ike, concrete screws and Vulkem structural adhesive) to achieve the design pressure specified on the fenestration product as required by the 2001 Roddo Building Code (FBC►. Section 1707.4.4.2004 FBC-Budding, Section 1714.5.4 and the 201)4 FBC-Residential. Section R613.6. Recommendations regarding gashing. seonng, sealants or other joint sealant practices does not constitute O worronly either expressed or Implied. TRIPLE SAY CONFIGURATION SHOWN BELOW. ALSO AVAILABLE IN DOUBLE BAY CONFIGURATION. Q A V.V. F.' '7 vx L- / I I // ,� N ~" « ,e C d N M & fN•V LSP 0 P ELEVATION LL VIEWED FROM EXTERIOR -Seal between BUCK WIDTH (B.V.) 1-1/4' MIN. bucks. CMnfOMCNT _wood (Note 2.n B 2.b.n) One By Wood Buck By Others (Note 4.a) ' v. v Fastener \ Shin as req'd. 1/4' Max. (See Note La) � LL ;lien R.U.etkng_\ v c D 4 p V • �a v v v Precast Sill SECTION A—A By Others. Configurations may very. �J Seal Between __--- Window Flange Perimeter And Wood Buck rimeB (Note 2.a 6 2.b.11) Seat Others (Note 2.n 6 2.b.il) WINDOW WIDTH (V.V.) FRAME WIDTH (F.VJ �— Stucco - By Others SECTION B—B NOTES (1 to 15) See General Notes Drawing FLEX20100, Sheet 1 d 2. (A) Milestone Series 1000 Single Window with Continuous Head 6 Sill in a Triple Bey Configuration shown. Also evadable in a Double Bay Configuration. (8) Tested Configuration used 0.125' Double Strength (OSB) Annealed Glazing In the active and fined fites. Design Pressure is H- 50 psf. (C) Production Glazing may diger from that tested as allowed by ANSIIAAMA/NW WOA 101/I.S. 2 - 97, 101A.S. 2 NAFS or AAMAIWOMAICSA 101/I.S. 2/A440 and applicable Building Code See Note 12 on Drawing FLEX 20100 for further details (D) Drawing applicable to Nonimpact Resistant glazed wbsdows. (E) For Fastener Location d OuanBties see Sheet 2 of this drawing. (F) Concrete screw edge distance measured from edge of concreteJmasonry/block to centerline of concrete screw must meet or exceed 2 1/4'. Minimum size and embedment per Parts List. See Note (1) regarding deviations. (G) Not Used. (H)Not used. (1) Any deviation less than the minimum requirements staled must be approved by the manufacturer or engineered by 'other' Design Professional N accordance with the applicable Budtlurg Code and Product Approval. Sent Between Wood Buck 6 Concrete/Masonry Opening By Others (Note 2.a 6 2.1b.10 Fastener ) G ra - s Location N gs g Meeting RoL 0 Zo �n n concrete Masonry Opening Cate: 6/1/07 By Others sole: ln5 Drawn By: RDA Checked By: )N Robert J. Amoruso, P.O. R. license No. 49752 1 *1tES.•'U:v . f1 � • � �� /� ••.'�;� : �loa+ani . •`.�, �r,,BG/O)JA1. E Drawing No. FLEX29110 Sheet 1 of 2 FLANGE FRAME HEAD & JAMB FASTENER LOCATIONS FOR MASONRY SUBSTRATES Fastener Location Table for Masonry Substrates' - Triple & Double Bav Configuration A Fastener Location Table Notes: (t) Flange Framed Window Industry Standard Obnenslons in Width (W.W.) and Height (W.H ) are based on Tip-io-Tip or Frame Dimensions In Commodity sixes. (2) Suck Dimensions In Width (S.W.) and Height (8 H.) are equal to the Window Dimensions • 1.0'. (J) Flange frame window fastener attachment Mies are pre-dnted. Location of fastener screws are based on the location illustration In holes A. S. C. 0. E 8 F. Fasteners are either Concrete Screws or 010 Wood and Tapping (Sheet Meta) Screws dependant upon the opening substrate and will be the following. An factory predrilled fastener hales win be filled with installation lastemers. CS . Concrete Screw with 3116' diameter, flat head, 1 1/4• min. emb. into masonry substrate'. See Parts List and Section Views on Sheet t. To be used with masonry. concrete and block substrates. a I OWS . 010 size flat head wood screw or tapping (sheet metal) screw with 1.3111• min emb into Two By Strlrctaralfy Attached Buds (One By Buck Optional), See Parts List and Section Views on Sheet 1. To be used with wood substrate. (4) Aa dimensions am In Inches. TRIPLE BAY CONFIGURATION ELEVATION DOUBLE BAY CONFIGURATION Masonry substrate relents to concrete, masonry or block. 0 E F F E F F E 0 VIEWED FROM EXTERIOR 0 E F F E 0 Q 0 Location CL of Interior Jamb C o ygcab d O G%W. 6/1/07 scale: fnS Drawn BY: RIA Checked 1131: )H B A Drawing No. FLEX29110 Sheet 2 of 2 Sheathing �I Seal Between By Others WindowFin 6 Sheathing (Note 2.a 6 2.b.1i) Stucco By Others Perimeter Seal By Others (Note 2.a 6 2.b.10 Window Height (V.H.) Buck Height (B.H.) Perimeter Seal By Others Stucco By Others------ Seat thers-Seal Between Window Fin 6 Sheathing (Note 2.a 6 2.b.11) Sheathing By Others _ SECTION A—A Min. Embedment of Wood Screws or Topping Screws. 1 3/8' Min. (See Note F) Two By Wood Framing By Others (Note 4.b) ELEVATION VIEWED FROM EXTERIOR Window Height (W.H.) Buck Height (B.H.) \1/4' Me.' Shin Space Shin As Req'd. (See Note La) Window Width (V.H.) Buck Width (B.H.) CL of Interior Jamb? A; !II B I A I - (1 to 15) See General Notes Drawing FLEX20100. Sheet 1 d 2. ALSO AVAILABLE IN DOUBLE BAY CONFIGURATION. (A) Milestone Series 1000 Single Window with Continuous Head 6 SB In a (See Drawing I IEEE! Triple Bay Configuration shown See Drawing FLEX29121 for Double Say installation. PARTS LIST Disclaimer The purpose of (B) Tested Configuration used 0.125' Double Strength (OSB) Annealed Glazing in the active and fixed Di Head 1/2' (see Note F) Marble Stool Or Other Finish By Others Two By Wood Framing By Others (Note 4.b) Min. Embedment of Wood Screws or Topping Screws. 1 3/8' Min. (See Note F) Window Width (V.H.) 1 SHIM SPACE does not consnlute a womanly plied. Buck Width (B.H.)T either expressed or implied. (J c aAg a �3 0 n O O n � U. � cd )ag g=m gad. ,o a a � �afgC FEiL Z A at LL Two By Wood oate:6/1/07 Shin As Req'd. Framing By Others om 61: RIA (See Note La' � (Note 4.b) ehodred er• )M I A NOTES TRIPLE BAY CONFIGURATION SHOWN ABOVE. (1 to 15) See General Notes Drawing FLEX20100. Sheet 1 d 2. ALSO AVAILABLE IN DOUBLE BAY CONFIGURATION. (A) Milestone Series 1000 Single Window with Continuous Head 6 SB In a (See Drawing FLEX29121 for Double Bay installation). Triple Bay Configuration shown See Drawing FLEX29121 for Double Say installation. PARTS LIST Disclaimer The purpose of (B) Tested Configuration used 0.125' Double Strength (OSB) Annealed Glazing in the active and fixed Di Head this Inslollabon droving a to blas. Design Pressure is H- 50 psf. © SIU present the manulaClurefS (C) Production Glazing may differ from that tested as allowed by ANSUAAMA NW WDA 101/I.S. 2.97 , O Jan recommendations for 101/1.$.2 MAFS or AAMAANOMAICSA 101n.S. 2/A440 end applicable Building Code. See Note 12 on Lift Rab anchorage (i.e.. wood screws or Drawing FLEX 20100 for further details S Sash Jamb lopping sa 1 to achieve the 0 Drawl applicable to Non4m act Resistant ( ) ng ppl' p glazed windows, © Glazing - See Note B. C 6 0 design pressure specified on the (E) For Fastener Location 6 Ouantities see Sheet 2 of this drawing. 3 fenestration product as required (F) 1 3l8' screw embedment and nominal 2" screw length Is based an a Specific Gravity (SG) equal to Q No. 10 Pan Head Wood or by the 2001 Ronda Budding 0.42 d the Wood Framing (Spruce -Pine -Fur or SPF) and an assumed sheathing tNtkness of 12'. Topping Screw, mimmum 2' nominal Code (FBC). Section 1707.4.4, Embedment is measured in the member receiving the point and does NOT include the sheathing length meeting the requirements of Note 8 on Drawing FLEX20100. 2004 FBC-Building. Section 1714.5.4 and the 2004 thickness. SG's lower than 0.42 and/or sheathing thicknesses greater than 1!2' may require additional See Note F regarding embedment. FBC-Residenlid. Section R613.6. embedment• longer screws and/or lager screws and must be approved by the manufacturer or B—B ng Recommendationsngse engineered by "other' Design Professional In accordance with the applicable Budding Code and Product lasts r noshing. seating. sealants or Approval. 1/4' MAX other joint sealant practices 1/2' (see Note F) Marble Stool Or Other Finish By Others Two By Wood Framing By Others (Note 4.b) Min. Embedment of Wood Screws or Topping Screws. 1 3/8' Min. (See Note F) Window Width (V.H.) 1 SHIM SPACE does not consnlute a womanly plied. Buck Width (B.H.)T either expressed or implied. (J c aAg a �3 0 n O O n � U. � cd )ag g=m gad. ,o a a � �afgC FEiL Z A at LL Two By Wood oate:6/1/07 Shin As Req'd. Framing By Others om 61: RIA (See Note La' � (Note 4.b) ehodred er• )M Robert J. Amoruso, P.E. FL Lkense No. 49752 ^..tES,..14,v . n� • �o I' l lb9o�.�LOR�O'i�� "` , 8siolunt, E ••.............. Drawing No. FLEX29120 Sheet 1 of 2 Mtn. Embedment of Wood Screws or Tapping Screws. 1 3/8' Min. (See Note F) Sheathing By Others Seal Between Window Fin 6 3 Sheathing Perimeter (Note 2.a 6 2.b.lO Seal By 7 Others SECTION B—B (Note 2.0 6 2.b.iD Stucco By Others Robert J. Amoruso, P.E. FL Lkense No. 49752 ^..tES,..14,v . n� • �o I' l lb9o�.�LOR�O'i�� "` , 8siolunt, E ••.............. Drawing No. FLEX29120 Sheet 1 of 2 FIN FRAME HEAD, SILL & JAMB FASTENER LOCATIONS FOR WOOD AND TAPPING (SHEET METAL) SCREWS TO101 C MAv ELEVATION E VIEWED FROM EXTERIOR m 1 3 32 Detail 'B' Typical 4 L2 (sem Table 1) Q J F e HEIGHT () (Buck Height) Places ;r location Detail "A" applicable to window sizes CONFIGURATION L2 (see Table 1) Detail 'A' Typical 4 Places 1 �m 2 510 T E I I See 1 WINDOW maximum of 3/16' diameter for use with 910 Wood Screw or 010 Tapping Screws. 2.0 32 T2660 8 T3050. I Q , HEIGHT () (Buck Height) This Fastener 3 4 ,rz location Detail "A" applicable to window sizes I shown above Dimensions shown are for reference only. 56 so 27 IN C a+w scre.s. 1 12 In8 1 5 1116 FRAME HEIGHT (F.H.) L1 (see Table p Typoal 2 paces. I 37 316 I r 1 10 Me (Buck Height + 9 2.25') T14 56 518 1 56 30 /v// 1 C ---_--------- Q S A 56 518 57 12 56 316 0 Screw B & E 3 r. fIt I J b Oo n er or an Denotes WINDOW WIDTH (V.V.) Fastener (Buck Width) Location FRAME WIDTH (F.V.) Fastener Location Table Notes: (Buck Height + 2.25') (1) Finned Framed Window Industry Standard Dimensions In Width (W.W.) and Height (W.H.) are based on Buds Olmerolorts In Commodity and Modular sizes. (2) Frame Dimensions In Width (F.W.) and Height (F.H.) are taken at the outer Up of Ute attach ni 8n and aro equal to Buds Dimensions + 2.25'. (3) AU fastener locations shown In the location Illustration and table are taken tram the Up of the attachment fin (see Note 2 and Section C -C). Exterior jamb screws are labeled'A' Ihreugh F. $cions A. C. 0 8 F app8eable loa6 willow sizes. SQ9wr 8 8 E app6rble to C Applicable to T26. See requirements for Screws 8 e E. Location dimensions shown have a +1. 1.0' Werenc�e. Q (4) Fin frame window fastener attachment holes are geld drilled In the M frame lo 9 T3H6, T25. T3060. maximum of 3/16' diameter for use with 910 Wood Screw or 010 Tapping Screws. 2.0 32 T2660 8 T3050. �al Q require drilling prior to lastenering. Fastener Attachment Fin Code This Fastener (5) Fasteners will be located on the fastener attachment lin location Detail "A" applicable to window sizes L2 shown above Ihreugh F. $cions A. C. 0 8 F app8eable loa6 willow sizes. SQ9wr 8 8 E app6rble to T 16, T I H6, T3H6. T26. T2060, T2460. T2660 and T3060 only. See 09188'8' for location See requirements for Screws 8 e E. Location dimensions shown have a +1. 1.0' Werenc�e. Q (4) Fin frame window fastener attachment holes are geld drilled In the M frame lo 9 Note R -7j maximum of 3/16' diameter for use with 910 Wood Screw or 010 Tapping Screws. 2.0 32 Seff-"ng Tapping Screws, when used. do not S9l (0.836•) Sheathing require drilling prior to lastenering. Fastener Attachment Fin Code Width (5) Fasteners will be located on the fastener attachment lin Width Height j within the 'dimpfed' indentation as shown In Ser n ------- — C -C in accordance with the Fastener Location Table. r= L2 Exterior 9i7Y Exterior (6.288') Dimensions shown are for reference only. 56 so 27 IN I (6) AO dimensions are typical. .Jatb (Exterior) 12 In8 10 3116 5 1116 T/3 (7) AU dimensions are in Inches. 39 50 56 318 37 316 Is 4116 10 Me Detail "B" T14 56 518 51 718 56 30 I It.°;os 24 6118 ---_--------- Q S E18 T145 56 518 57 12 56 316 0 Screw B & E 3 10 Yt6 5 In8 T15 I So 516 Applicability/Location su*widil, 62 30 9n6 10 3010 5 11,18 Screw 8 and E locations In lambs 56 SIS 73 114 56 318 71 applicable to T16. T1H6. T3H6. MS. Frame hxtls _ Bhrdrwtleh.225o 5 1116 TI H2 s0 Y4 T2060. T2460. T2860 and T3060 only 76 tQ 25 12 111613 Placement will be 112distance (+/- V 6 3N \ 80 3N tolerance) between screws A 6 C ler rod Sect• C'^ 1Z' 77 316 184116 1 screw B and behveen screws 0 8 F for Fra nkW TIM 80 YI screw E 76 112 49 518 24 8116 QFastener Location Table for Wood & Tapping Screws Triple Bay Configuration with a maximum Design Pressure of +/-§9 psf C c IL =33 •; c' ea$gs Vry3Vft in H N •� oa >rb ec cis E�=a� En cE=; z� Date: 6/t/07 Saiz: NTS Drawn Dy: IW Checked By: JH Drawing No. FLEX29120 Sheet 2 of 2 Triple SH Fin Frons - Comirnodity, Sizes Size Froms 0 rislons 2 Buck 0 nylons 1 Anchor Loa"Wc CO." Code Width Height Width Height L1 L2 L3 T12 56 so 27 IN 56 318 25 12 In8 10 3116 5 1116 T/3 58 516 39 50 56 318 37 316 Is 4116 10 Me 5 1018 T14 56 518 51 718 56 30 49 518 24 6118 10 Y18 S E18 T145 56 518 57 12 56 316 55 114 27 3016 10 Yt6 5 In8 T15 I So 516 04 IN 56 318 62 30 9n6 10 3010 5 11,18 T16 56 SIS 73 114 56 318 71 30 9016 10 3116 5 1116 TI H2 s0 Y4 27 114 76 tQ 25 12 111613 718 6 3N TRD 80 3N 39 516 7o IQ 77 316 184116 1 13 718 1 6 31141 TIM 80 YI 51 718 76 112 49 518 24 8116 13 718 6 314 TIN45 ao 34 57 1Q 78 112 55 114 27 3016 13 718 a 3N T1 HS 60 314 64 114 78 112 62 309116 13 718 8 34 TINS 60 14 73 tN 78 112 71 309116 13 718 8 314 T302 92 Y4 27 114 90 1Q 25 12 1116 15 Ila 10 Y4 T3W 92 304 39 Ste 90 V2 37 318 16 4116 Is 715 10314 T304 92 34 51 7la 90 112 49 518 24 6116 15 718 10 3N 73045 92 34 57 1Q 90 112 1 SS 114 27 3118 15 Ila 10 Y4 TSOS1 45 314 W +14 90 1Q 62 30 W16 15 718 10 304 7308 92 SN 73 IN 80 1Q 71 30 9116 IS 718 10 114 T22 112 IN 27 114 110 25 121116 Is 14 T23 112 IN 3950 110 37 18 16 4116 19 115 14 T24 112 IN 51 74 110 49 518 246116 19 N6 14 T245 112 IN 57 112 110 55 1N 27 3016 19 lis 14 T25 +t2 IN W tN 110 62 309116 19 Ile 14 n1i 112 IN 73 1N 110 71 309116 19 Ila 14 C c IL =33 •; c' ea$gs Vry3Vft in H N •� oa >rb ec cis E�=a� En cE=; z� Date: 6/t/07 Saiz: NTS Drawn Dy: IW Checked By: JH Drawing No. FLEX29120 Sheet 2 of 2 Triple Say SH Fin From° -M clutsr Sizes Size Froms Dimensions 2 Buck Olms cions / Anchor Locations 3 CO." W{d1M Haight Width Helght Ll L2 L3 T2024 74 Y4 29 314 72 112 27 112 13 5116 12 718 714 T2030 74 314 37 3N 72 112 35 IQ 17 5116 12 716 7 34 T2038 74 Y4 45 314 72 112 43 IQ 21 5116 12 718 7 3N T2040 74 304 49 14 72 112 47 112 23 5116 12 718 7 304 72044 74 34 53 3N 72 112 51 1Q 25 5116 12 716 7 Y4 TZM 74 Y4 61 39 72 112 59 IQ 29 5116 12 716 7 314 72060 74 Y4 73 314 72 112 1 71 112 295116 12 7/e 7 311 T2424 1 86 Y4 29 34 64 112 27 112 13 5116 14 718 J 9 Y4 T2430 s6 Y4 37 314 84 112 35 IQ 17 5118 11 718 9 314 T2436 80 314 1 45 3N 64 112 43 112 21 Stiff 14 718 9 314 T2440 a8 34 49 31101 64 112 47 112 23 5116 14 718 9 34 T2444 86 Y4 53 314 64 112 51 IM 25 5116 14 718 9 Y4 T2450 66 Y4 61 Y4 64 112 59 12 29 5116 14 715 9 Y4 72460 86 Y4 73 SN 64 112 71 112 29 $16 14 DO 9 34 T2824 90 SN —2931W 96 In 27 112 13 5116 16 719 11 34 T7830 98 Y4 37 3N 96 112 35 112 17 5/16 16 716 11 Y4 T26M 98 314 45 314 96 112 43 IQ 21 5016 to 718 I1 Y4 T2540 98 34 49 314 96 112 47 112 23 511818 7,6 11 Y4 T2544 96 34 53 3N 96 112 51 112 25 Sn 1. Ile 11 Y4 77050 98 Y4 61 314 96 IQ 59 112 29 5116 16 718 I1 Y4 T28W 98 314 73 314 95 107 7t IQ 29 5116 16 718 11 Y4 T3024 110 3N 29 314 108 112 27 112 13 5116 1e 716 13 Y4 T3030 110 3111 1 37 3N loo 112 35 112 17 W16 18 718 13 Y4 T3038 110 314 45 SN loo 12 43 112 21 5118 18 7/e 13 314 73040 1103N 49 30 108 1Q 47 1Q 27 Sn8 18 718 13 Y4 T3044 110 34 53 3N 108 112 51 1Q 25 5118 la 718 1 13 Y4 77050 110 314 1 61 304 1 105 112 1 59 112 1 29 5116 1 18 7/3 1 13 314 T3060 110 314 1 73 314 1 108 112 1 71 112 1 29 5116 1 16 718 1 13 Y4 C c IL =33 •; c' ea$gs Vry3Vft in H N •� oa >rb ec cis E�=a� En cE=; z� Date: 6/t/07 Saiz: NTS Drawn Dy: IW Checked By: JH Drawing No. FLEX29120 Sheet 2 of 2 Sheathing Min. Embedment of Wood By Others Screws or Tapping Screws. Sent Between 1 3/8' Min. (See Note F) Window Fin 6 Sheathing (Note 2.o I. 2.b.11) — Two By Wood Stucco Screws or Tapping Screws. ••'; '= Froming By Others By Others ::F.: (Note 4.b) Perimeter By Others. S 1/4' Max. Sent Between Window Sent Fin 6 Sheathing Shin Space (Note 2.a 6 2.b.1) By Others 7 Seal/Stucco (Note2.n SECTION B—B Shin As Req'd. 1. 2.b.11) (See Note l.n) Window Height (V.H.) Buck Height (B.H.) Perimeter Sent By Others. (Note 2.a 6 2.b.10 a Stucco By Others Sent Between / Window Fln 6 —/ Sheathing (Note 2.o 6 2.b.10 Sheathing By Others ELEVATION VIEWED FROM EXTERIOR I Window Height (W.H.) Buck Height (B.H.) CL of Interior Jamb FE B_ aw Width <W.H.) Buck Width (B.H.) A� I 6 NOTES DOUBLE BAY CONFIGURATION SHOWN ABOVE. A (1 to 15) See General Notes Oravring FLEX20100. Shoal 16 2. ALSO AVAILABLE IN TRIPLE BAY CONFIGURATION. (A) Milestone Series 1000 Single Window with Continuous Head d SA Ina (SEC Drawing FLEX29120 for Triple Bay installation.) Double Bay Configuration shown. See Drawing FLEX29120 for Triple Bay Installation. PARTS LIST Disclaimer: The purpose (B) Tested Configuration used 0.125' Double Strength (OSB) Annealed Glazing in the active and fixed btes. 1 Head Design Pressure ls N- 50 psf 0 Sul pr se installation themadrawing sS 10 (C) Production Glazing may differ from that tested as allowed by ANSVAAMNNW WDA 101A.S 2.97, 101A.S. © Jamb recommendations ml the moons forurel: 2 NAFS or AAMA/WDMA/CSA 10111 S 2/A440 and applicable Building Code. See Note 12 on Crewing FLEX Jamb recommendations far 20100 for fuller details. OQ Sa Rab or topping c e .wood screws (0) Orewhng applicable to Non -Impact Resistant glazed windows. Sash Jamb th tapping screws) s achieve (E) For Fastener Location 6 Quantities see Sheet 2 of this drawing. © Glazing - See ad B, C 6 0 the design pressure specified (F) 1 31W screw embedment and nominal Y screw length ls based on a Specific Gravity (SG) equal to 0.42 of © No. 10 Pan Heed Wood w re the fenestration product are Tapping Screw. minimum 2' nominal required by the 2001 Rarido the Wood Framing (SpruceAne-Fur or SPF) and an assumed sheathing thickness of 1/Y. Embedment is length meeting the requirements Budding Code (FBC). Section measured in the member receiving the point and does NOT include the sheathing thickness. SG's lower than of Note 6 on Drawing FLEX20100. 1707.4.4, 2004 FBC-Buiduig. 0.42 ardfor sheathing thicknesses greater than 1f2' may require additional embedment longer screws andfor See Note F regarding embedment. Section 1714.5.4 and the 2004 larger screws and must be approved by the manufacturer or engineered by 'other' Design Professional in FBC-Residential. Section accordance with the applicable Building Code and Product Approval. R613.6. Recommendations Vlndow Width (V.H.) regarding flashing• seofmg. f1 1/4' MAX. practice or other joint sealant Buck Width (B.H.) SHIM SPACE practices does not constitute o womonty either expressed or 2 implied. Two By Wood Marble Stool Or Framing By Others Other Others.Finish By (See Not, I..' IT (Note 4.b) SECTION A—A Two By Wood Framing By Others (Note 4.b) Min. Embedment of Wood Screws or Tapping Screws. 1 3/8' Min. (See Note F) 1 Min. Embedment of Wood i Screws or Tapping Screws. 1 3/8' Min. (See Note F) I 6 NOTES DOUBLE BAY CONFIGURATION SHOWN ABOVE. A (1 to 15) See General Notes Oravring FLEX20100. Shoal 16 2. ALSO AVAILABLE IN TRIPLE BAY CONFIGURATION. (A) Milestone Series 1000 Single Window with Continuous Head d SA Ina (SEC Drawing FLEX29120 for Triple Bay installation.) Double Bay Configuration shown. See Drawing FLEX29120 for Triple Bay Installation. PARTS LIST Disclaimer: The purpose (B) Tested Configuration used 0.125' Double Strength (OSB) Annealed Glazing in the active and fixed btes. 1 Head Design Pressure ls N- 50 psf 0 Sul pr se installation themadrawing sS 10 (C) Production Glazing may differ from that tested as allowed by ANSVAAMNNW WDA 101A.S 2.97, 101A.S. © Jamb recommendations ml the moons forurel: 2 NAFS or AAMA/WDMA/CSA 10111 S 2/A440 and applicable Building Code. See Note 12 on Crewing FLEX Jamb recommendations far 20100 for fuller details. OQ Sa Rab or topping c e .wood screws (0) Orewhng applicable to Non -Impact Resistant glazed windows. Sash Jamb th tapping screws) s achieve (E) For Fastener Location 6 Quantities see Sheet 2 of this drawing. © Glazing - See ad B, C 6 0 the design pressure specified (F) 1 31W screw embedment and nominal Y screw length ls based on a Specific Gravity (SG) equal to 0.42 of © No. 10 Pan Heed Wood w re the fenestration product are Tapping Screw. minimum 2' nominal required by the 2001 Rarido the Wood Framing (SpruceAne-Fur or SPF) and an assumed sheathing thickness of 1/Y. Embedment is length meeting the requirements Budding Code (FBC). Section measured in the member receiving the point and does NOT include the sheathing thickness. SG's lower than of Note 6 on Drawing FLEX20100. 1707.4.4, 2004 FBC-Buiduig. 0.42 ardfor sheathing thicknesses greater than 1f2' may require additional embedment longer screws andfor See Note F regarding embedment. Section 1714.5.4 and the 2004 larger screws and must be approved by the manufacturer or engineered by 'other' Design Professional in FBC-Residential. Section accordance with the applicable Building Code and Product Approval. R613.6. Recommendations Vlndow Width (V.H.) regarding flashing• seofmg. f1 1/4' MAX. practice or other joint sealant Buck Width (B.H.) SHIM SPACE practices does not constitute o womonty either expressed or 2 implied. Two By Wood Marble Stool Or Framing By Others Other Others.Finish By (See Not, I..' IT (Note 4.b) SECTION A—A Two By Wood Framing By Others (Note 4.b) Min. Embedment of Wood Screws or Tapping Screws. 1 3/8' Min. (See Note F) 1 Min. Embedment of Wood Screws or Tapping Screws. 1 3/8' Min. (See Note F) Sheathing By Others. Sent Between Window Fin 6 Sheathing 3 (Note 2.a 6 2.b.1) Perimeter 7 Seal/Stucco By Others. (Note 2.o 6 2.b.0) By SECTION B—B Others Date: eyz/ol sole: I Drawn ey: RL1 Checked ay: 111 Robert J. Amoruso, P.E. fL license No. 49752 �h1tES n I 'I:• rOX ��':�•. �fLOR10' ' .i: BS/ONAt. Et Drawing No. FLO(29121 Sheet 1 of 2 FIN FRAME HEAD, SILL & JAMB FASTENER LOCATIONS FOR WOOD AND TAPPING (SHEET METAL) SCREWS ELEVATION DOUBLE BAY Fastener Location Table for Wood & Tapping Screws VIEWED FROM EXTERIOR CONFIGURATION3Q Detail 'B' Placem Typical 4FW, 25/8 AWINDOW Tables) rn � Table o w Detail 'A' Typical 2 Places 02860 & D3050. I Frame Dimensions 2 n)Fastener I ) J�HEIGHT applicable to T16, T1H6, T31-16, T26. I (Buck Height) 412 Height shown above tolerance) between wows A & C for auu cr Joni screen. I FRAME HEIGHT (F.H.) (Buck Height + 2.25') Ll (see 1) I tlIN .T PIC 2 �yQTable 25 L 10 We /j' c I c 12 39 516 ill5 37 3M fCL L of lnterlor Janb , 0, WINDOW WIDTH (W.W.) Denotes (Buck Width) Fastener FRAME WIDTH (i.W.) Location (Buck Height + 2.25') Anchor Location Table Notes: PI finned Framed Window Industry Standard Dimensions In Width (W.W.) and Height (W H.) ate based on Buck Dimensions In Commodity and Modular sizes. (2) Frame Dimensions In Width (F.W.) and Height (F H.) are taken at the outer ep of the anaclnlent fin and are equal to Suck Dimensions . 2.25. (3) Aa fastener Ipcakpns shown in the location 3hrstreUon and table are taken from the rip of the attachment fin (see Nate 2 and Section C•C). Exterior lamb screws are labeled'A' through *P. Screws A. C. 0 & F applicable to a0 window sizes. Screws S & E appkble to 016.Of Ms. 03H6. 026, 02060.02460. 02860 and 03060 only. See Detail *0' for location requirements for Screws B & E. Location dimensions shown have a I. 10' tolerance. (4) Fin trams window fastener attachment holes are field drilled In the fin frame to a maximum of 3116' diameter for use with 810 3 Wood Screw or 010 Tapping Screws. Still-dnfiing Tapping Spawn, Sal Fastens when used, do not require dM111g prior to fastenering. Attoctwent F (5) Fasteners will be located on the fastener attachment rill within the'dimpted' Indentation as shown In Section ------- Section C -C In accordance with the Fastener Location) Table Dimensions shown are for reference only Janb (Exterior) di (6) AN mensions are typical (7) AN dimensions are in 41d1es. Detail"B" Q ------- See Note 51-/ Sheat 27/32' ea r 0 836' � a Vkndo: s 9/72' Exterlor (0288') I Vbndoe's Interlor 0 Screw B & E Configuration with a maximum Design Pressure of +/- 50 psf Applicable to 026, D31-16, 025.03060. N_ e 02860 & D3050. Applicability/Location Frame Dimensions 2 n)Fastener I This F`0"'0" sack w =zzso applicable to T16, T1H6, T31-16, T26. locatlon Detail "A" applicable to window sizes Height shown above tolerance) between wows A & C for auu See Note 51-/ Sheat 27/32' ea r 0 836' � a Vkndo: s 9/72' Exterlor (0288') I Vbndoe's Interlor 0 Screw B & E Configuration with a maximum Design Pressure of +/- 50 psf Doubts S SH Fin Frame - Modular Sizes Doubts S Bila w1da1 Applicability/Location Frame Dimensions 2 Suck Otsrnsions 1 Screw 8 and E locations In lambs Frame 01memtsns 2 F`0"'0" sack w =zzso applicable to T16, T1H6, T31-16, T26. Width Code T2060. T2460. T2860 and T3060 only. Placement will be 12 distance (,/-V Height Vood -110 Sect. C -C tolerance) between wows A & C for L1 Fra"Ing screw B and between screws 0 & F for 012r39 12 screw E. 37 1N 25 Double Bay Configuration with a maximum Design Pressure of +/- 50 psf Doubts S SH Fin Frame - Modular Sizes Doubts S SH Fin Frame - ommodfly Shes She Frame Dimensions 2 Suck Otsrnsions 1 She Frame 01memtsns 2 Suck Oknembns 1 Anchor LoGtions 3 Width Code WkIth Height Width Height L1 L2 27 12 012r39 12 27 1N 37 1N 25 12 Ins 10 We 17 5116 013 12 39 516 37 1N 37 3M to 4116 10 Yl6 12 7M Ola 12 51 7M 37 114 49 510 24 lute 10 Y16 02044 0145 12 57 12 37 IN 55 1N 27 3111015 02050 so 1N 61 3N 12 64 IN 37 tN 62 30 9116 10 Y16016 73 74 46 12 73 tN 37 1N 71 30 silo 10 316 56 Dim 1N27 IN 52 25 12 life 13 710 35 12 0110 1N 39 50 52 37 36 to 41116 13 718 21 5116 0114 54 114 51 713 S2 49 5111 24 6116 13 715 14 7M 01145 54 V4 57 1rz 52 55 114 27 316 13 715 02450 DIMS S4 IN 64 IN 52 62 30 9/10 13 715 58 1N 011416 54 114 73 114 52 71 30 9116 13 716 29 34 0302 62 114 27 IN 60 25 12 1116 15 710 64 0303 62 1/4 39 510 60 37 316 Ill 4116 15 718 43 IZ 0304 62 114 51 716 60 49 510 24 6/16 15 710 23 $no 030451 62 114 57 12 60 55 114 27 3116 15 718 16 7M 0305 62 114 64 114 60 62 30 9116 15 Do 02860 0306 62 114 1 73 114 60 71 30 9116 15 718 74 1N 022 75 114 1 27 114 73 25 12 1116 19 lie 37 34 023 5IN 7!!14 39 50 73 37 3M t6 4118 19 Ila 72 024 75 1N 51 718 73 49 516 24 6116 19 47 l2 0245 75 114 57 12 73 55 1N 27 7116 111 F 2S 5I16 025 75 1N 64 IN 73 62 30 9neg 19 18 718 026 75 1N 73 IN 73 71 30 9n8 19 2 $ E o 0, �s9� gat§ - I 3 ZEnoS C LL 3 d Date: 6/1/07 Sole: NTS prawn 631: RIA Checked Sr )H Drawing No. FLEX29121 Sheet 2 of 2 Doubts S SH Fin Frame - Modular Sizes She Frame Dimensions 2 Suck Otsrnsions 1 Anchor Locsaons 3) Code Width Height Width Height L1 L2 02024 so /N 29 31 46 27 12 13 5116 12 7M oz= 5o 1N 37 34 48 35 IZ 17 5116 12 7M 02038 50 IN 45 3N 4s 43 12 21 5n6 12 7M 0z04o 50 1" 49 3N 48 47 12 23 She 12 7M 02044 s0 114 53 3N 48 51 12 25 Still 12 7M 02050 so 1N 61 3N 48 59 12 29 Sno 12 7M 02060 50 1N 73 74 46 71 12 29 Sn6 12 7M 02424 5o 114 29 Y4 56 27 IZ 13 5118 14 7M 02430 so IN 37 3N 56 35 12 17 5116 14 7M 02438 55 IN 45 Y4 56 43 12 21 5116 14 7M 02440 58 114 49 34 56 47 12 23 5116 14 7M 02444 58 114 53 Y4 56 51 12 25 5116 14 7M 02450 Se IN 61 Y4 56 59 12 29 5118 14 7M 024W 58 1N 73 34 56 71 12 29 5116 14 7M 02624 68 1N 29 34 64 27 12 17 Sn6 16 7M 02830 66 1N 37 Y4 64 35 12 17 5116 16 7M 02638 66 1N 45 314 64 43 IZ 21 5116 16 7M 02840 66 1N 49 Y4 64 47 12 23 $no 16 7M 02844 65 IN 53 34 64 51 12 25 5116 16 7M 02650 66 114 61 3N 64 59 12 29 5116 19 74 02860 66 1N 73 3N 64 71 12 29 5116 16 7M 0302. 74 1N 29 34 72 27 /2 13 still 18 7M 03030 74 114 37 34 72 35 12 17 silo to 79 03033 74 1N 45 Y4 72 43 Irz 21 5116 . 16 7M 03040 74 1N 49 Y4 72 47 l2 23 5116 is 74 03044 1 74 IN 53 Y4 72 sl Irz 2S 5I16 le 7M 03050 74 114 61 3N 7z 59 12 29 5116 18 718 03060 1 73 3N 1 72 1 71 12 1 29 5116 1 13 7M 2 $ E o 0, �s9� gat§ - I 3 ZEnoS C LL 3 d Date: 6/1/07 Sole: NTS prawn 631: RIA Checked Sr )H Drawing No. FLEX29121 Sheet 2 of 2 Minimum Sheathing Fastener Seat Between By Others Embedment Window Fin L Sheathing ' '- e2.062.1ll) Stucco By Others Perimeter Seat By Others (Note 2.a L 2.b.10 Window Height (V.H.) Buck Height (B.H.) Sect, A) -Al 010 Wood or Tapping Screws 1 3/8' Min. Enb. (See Note G 6 H) Sect, A -A 0.131' Die. Nags w/0.281' Ola. Head 2 3/4' Min. Enb. (See Note F t H) Two By Wood Framing By Others (Note 4.b) Window Width (V.H.) ELEVATION Buck Width (B.H.) CL of Interior Jamb VIEWED FROM EXTERIOR q & q) A d( Al AZo Window Height (W.H.) Buck Height (B.H.) NOTES 1/4' Max. (1 to 15) See General Notes Drawing FLEX20100, Sheet 1 6 2. ( Shin Space (A) Milestone Series 1000 Single Window with Continuous Head b SBI In e Shin As Req'd. Triple Say Configuration shown. See Drawing FLEX29123 for Double Bey " (See Note La) Ic installation. Jt (B) Tested Configuration used 0.125' Double Strength (OSB) Annealed I , Glazing in the active and foxed rites. Design Pressure is N- 50 psf. ll J (C) Production Glazing may differ from that tested as allowed by ANSUAAMAINWWDA 101n.S 2.97. 10111.S, 2 NAFS or AAMANVOMA/CSA 1011I.S. 2/A440 and applicable Building Code. See cw Note 12 on Drawing FLEX 20100 for further details. Ed (0) Drawing applicable to Non -Impact Resistant glazed windows. (E) For Fastener Type (Nal and supplementary Screw), Location E Ouantities see Sheet 2 of this crewing. « (F) 2 3/4• nail embedment and nominal 3 114' nail length is based on a Specific Gravity (SG) equal to 0.42 of N the Wood Framing (SOruce-Pile-Furor SPF) and an assumed sheathing thickness of 1/2'. Embedment b m measured in the member receiving the point and does NOT Include the sheathing thickness. SG's lower than 0 42 and/or sheathing thicknesses greater than ill' may require additional embedment, longer nags ardla d larger nags and must be approved by cine manufacturer or engineered by "other' Design Professional In EQ accordance with the applicable Building Code and Product Approval. (G) 1 3/B' screw embedment and nominal Y screw length is based an a Specific Gravity (SG) equal ro 0.42 8 of the Wood Framing (Spruce -Pine -Fur or SPF) and an assumed sheathing thickness of Mr. Embedment b a measured In the member receiving the point end does NOT include the sheathing thickness SG's lower than= 18 W 0.42 and/or sheatMng thicknesses greater than fir may require additional embedment• longer screws ardlor o larger screws end must be approved by the manufacturer or engineered by'olher Design Professional N accordance with the applicable Building Code and Product Approval. a (H) See sheet 2 of this drawing for locations of nanb and strews In Sect A -A and At -Al, w o a g Window Widtha u i Perimeter 2 Two By Wood Da(e:e/1/o7 Sea( Marble Stool Or Framing By Others sole.Im By Others Other Finish By Shim (See s ReQla)d. (Note 4.b) c : R JA (Note 2.a Others hedmd Sr. JM L 2.b.0) Robert J. Amomrso, P.E. 5 FL Lkense No. 49752 0.131• Die. Noll w/0.281' Die. Head , 31,1tES Id.v 8 7 :• 2 3/4• Min. Enb. (See Note r L H) ^ e .., VIP �oEuaE ••. �,. Stucco By Others -_ 6 Two By Wood Sheathing Seal Between Framing By Others By Others Window rim L (Note 4.b) l : • ' Seal Between Sheathing Window Fin I.% (Note 2.a L 2.b.11) t/2•� Sheathing��8....N .••E� (see Note aBiu^u^ 3 (Note 2. L 2.b.i0 `y,,��ONA1 , Sheathing F and G) Fastener. Eget. Al -Al N10 Wood or Topping Screws Perimeter 8 Others Embedment 1 3/8' Min. Enb. (See Note G 6 N) Seal By 8 By Others prawinglilo. FLDC29122 SECTION A—A. Al—Al Sect. A -A 0.131 Die. Nulls (See N e Head (Note 2.a 6 2.b.i0 Stucco SECTION B—B 2 3/4' Min. Enb. (See Note r I. H) By Others Sheet 1 of 2 Width AkA1 AacA1 A TRIPLE BAY CONFIGURATION SHOWN ABOVE. ALSO AVAILABLE IN DOUBLE BAY CONFIGURATION. (See Growing FLEX29123 for Double Bay installation). PARTS LIST Disclaimer: me Q1 Head Q SBI purpose of this installation drawing is to present the OQ Jamb OQ UR Reil monulaclurefs recommendations 05 Sash Jamb ©Glazing -See Note B, C b O la anchorage (r e.. Wads. wood Qi Sect. At -A1 - No. 10 Pen Hoed Wood cr Tapping screws or tapping screws) to achieve Strew. Minimum 2' Nominal Length meeting the the design pressure specified on the requirements of Note B on Drawing FLEX20100 See fenestration product as required by Note G this sheet regarding embedment end Sheet 2 the 2t)01 Floridaao Building Code (FBC}. regarding nail 8 screw locations. Section 1707.1.4, 2004 FBC-BuikGng. SetLA -A d fib -Nag with 0.131' Shank Dia. / Section 1714.5.4 and the 2004 0.281' Ob. Head / 3 114' Min. Nominal Length FBC-Residential, Section R613.6. meeting the requirements Of Note 9 an Drawing Recommendations regarding FLEXZO100. See Note F fhb sheet regarding hashing, sealing. sealants or other embedment end Sheet 2 regarding nail d screw I°'nt seabnt practices does not �� constitute o womanly Buck h (B.H.> 1/4' MAX. either expressedarimpfied CVJ(.) SHIM SPACE h (B.H.> FIN FRAME HEAD, SILL & JAMB FASTENER LOCATIONS FOR NAILS (With Supplemental Wood/Tapping Screws) ELEVATION TRIPLE BAY VIEWED FROM EXTERIOR CONFIGURATION L2 (see>; ~ N 12 (see TaTable-1) —�jC a Tabllee'I 1 nlc a Ir-lu r- c lana c FI^ rave q F G PrG F G G CL of Interior Jamb WINDOW WIDTH (W.V.) (Buck Width) 0 Fastener Location Table Notes: (1) Finned Framed Window Industry Standard Dimensions in Width WIN.) and Height (W.H.) are based on Buds Dimensions in Commodity and Modular sizes. (2) Frame Dimensions In Width IF W.) and Height (F.H.) are taken at the outer tip of the attachment fin and are equal to Buck Dimensions . 2.25. (3) AS fastener locations shown In the location Olustratbn and table are taken from the tip of the attachment to (see Moto 2 and Section C -C). Location dimensions shown have a +I- 1.01 tolerance. (4) In lieu of Nags. Wood and/or Tapping Screws are requied at locations G or H for certanr window sizes as shown In the accompanying Table. Location H Is only used for T2s and only with a screw. 5 FI f I 1 h fat flelo dA08d WINDOW HEIGHT (V.H.) C(Buck Height) B FRAME HEIGHT (F.M.) (Buck Height C + 2.25') A .Oe Denotes Fastener. See Notes 3 tt 4. Location H only used For T25 and only with a screw. See Note 7. -7 27/32' () n came w r0ow astener anal mens as are Festener (0836• in the fin frame to a maximum 829 Onf l Bit (0.136) for 0.131' Sk1 Attachment F1n diameter rials when required (may be shot with nab gun In most cases w/o hole). ------- (6) Fin frame window fastener attachment holes are field drilled In the tin "me t0 a maximum of 316' diameter for use with Jamb (Exterior) 8 10 Wood Screw or 010 Tapping Screws Selldr101ng Tapping Screws, when used. do not require drilling prior to lastenedng.------------- 1— errs wvv, ---I Sheathing Fastener Location Table for Nails with Supplemental Wood(Tapping Screws Triple Bay Configuration with a maximum Design Pressure of +/- 50 psf Vbdoe's 9/72' Exterior TriplaBsySHFin ranw-Commodilylitzes (0288') She Frame Dimensions 2 Buck Dimensions 1 Fastener Locatbna 3 Fastener Type 4 Code Width Height Vindo-'s Height L1 L2 Interior Fastener Location Table for Nails with Supplemental Wood(Tapping Screws Triple Bay Configuration with a maximum Design Pressure of +/- 50 psf (7)Faste ars will be faceted on the fastener attachment rim within the -dimpled' Indentation as shown in Section Frame lvh�.Section C -C In accordance with the Fastener Location Table. Dimensions shown are for reference only tkreM caro . z 250 — (9) AN dimensions are typical. (9) A0 dimensions are In inches. r� (10) NaWng Option not applicable to 71' (Comnadity (Modular Buck Height) windows ;74\A Buck Height) or 71 Ire (Mo .Sect. C -C Fru rip Maximum applicable window sixes Shown In Fastener Location Table. Drawing No. FLEX29122 See REX29120 wooatappng spew option. Q Sheet 2 of 2 Date: 6/1/07 Sole: NIS Drawn 9y: nu Checked 6y: JH TriplaBsySHFin ranw-Commodilylitzes She Frame Dimensions 2 Buck Dimensions 1 Fastener Locatbna 3 Fastener Type 4 Code Width Height Width Height L1 L2 Ll Naib Screws T12 56 518 27 IN 5630 25 12 1/16 10 Y16 5 1/16 AB,C O.E,F,G Na T13 55 56 3956 56 318 37 318 18114 10 Y16 5 1/16 A,B.C.O,E,F,G Na T14 56 519 51 Till 56 39 49 518 2439 10 316 5 ln6 AB.C.D,E,F,G Ne T145 5456 57112 56 315 55 114 27 316 10 Y16 5 1116 A.B,C.O,E.F,G Na TIS 58 518 64 114 56 319 62 30 9/16 10 Y16 5 1/16 S C O E.F,G Ma TIM 80 Y4 27 114 1 75 12 25 12 1116 13 718 8 Y4 A,B.C.O.E.F,G Na TIM 80 Y4 39 516 78 12 37 318 18114K137,1 13 5F16 6 Y4 A,8.C.O,E,F,G Na TIH4 80 Y4 51 718 76 12 49 518 24 YS 17 Sn6 8 Y4 A,B.C.O.E.F,G Na T1 H45 60 3M 57 12 78 12 55 114 27 3/18 24 5118 6 Y4 A,B.C,O.E.F G TINS so 34 64 114 78 12 62 30 9116 23 5116 a Y4 AB C DE.F G Tate 92 314 27 114 90 12 25 1211165 25 5116 10 Y4 AB,C•O.E.F,G dsTYO G 92 34 3954 90 /2 37 Ya 161145 29 5116 10 34 A.B,C.O,E,F,G NaT3H4 G 92 Y4 51 711 90 12 49 518 24326 13 Sn6 10 3M AB.C.O E.F G 73H45 92 Yd 57 12 90 12 55 114 27 3168 17 5116 10 Y4 A,BC.D,E.F G Na 92 314 64 114 90 12 62 30 9/16 21 Sn6 10 314 B C O E F G T22 112 114 27 114 110 25 12 1116 23 5116 14 A. O.E.F,G Na T23 112 114 39 516 110 37 316 16114 1 19 IM 14 ,G we 724 112 114 51 718 110 49 518 24 314 19 116 14 F G T245 112 114 57 12 110 55 114 27 316 19 118 a F �A.D.C.D,E.F G T25 112 114 64 114 110 62 30 9118 19 1I6 14 G 6 H (7)Faste ars will be faceted on the fastener attachment rim within the -dimpled' Indentation as shown in Section Frame lvh�.Section C -C In accordance with the Fastener Location Table. Dimensions shown are for reference only tkreM caro . z 250 — (9) AN dimensions are typical. (9) A0 dimensions are In inches. r� (10) NaWng Option not applicable to 71' (Comnadity (Modular Buck Height) windows ;74\A Buck Height) or 71 Ire (Mo .Sect. C -C Fru rip Maximum applicable window sixes Shown In Fastener Location Table. Drawing No. FLEX29122 See REX29120 wooatappng spew option. Q Sheet 2 of 2 Date: 6/1/07 Sole: NIS Drawn 9y: nu Checked 6y: JH Tdp1oGGaySHFln Frame - Modular Steve She Frame Oknensbns 2 Buck obrwnslona 1 Anchor Locations 3 Fastener 4 Code Width HeightKUM Height L7 L2 L3 Natio Screws T2024 74 Y4 29 Y4 27 12 13 5116 12 718 7 Y4 A,B.C,D,E,F,G M T2030 74 Y4 37 Y4 35 12 17 5116 12 718 7 Y4 AB,C.D,E.F,G Na T2038 74 Y4 45 Y4 43 12 21 5116 12 716 7 34 AB,C.O,E,F,G rima 72040 74 34 49 Y4 47 12 23 5116 12 715 7 Y4 A,B.C•O.E.F,G Na T2044 74 314 53 Y4 51 12 25 Sn8 12 718 7 3/4 B.C.O E F,G Ma T2050 74 314 61 Y4 59 12 29 5116 12 718 7 Y4 AB C D,E.F G T2424 86 34 29 Y4 27 12 13 5F16 14 715 9 Y4 A.S.C,O,E,F,G Na T2430 86 Y4 37 Y4 84 U2 1 35 12 17 Sn6 14 718 9 Y4 A,8,C,O,E,F,G Ne T2438 86 3N 4S Y4 84 12 43 12 24 5118 14 718 9 Y4 ABC,O,E,F,G Na 72440 86 Y4 49 Y4 84 12 47 12 23 5116 14 719 9 Y4 A,B,C.O,E•F,G Na T7444 66 34 53 Y4 84 12 51 12 25 5116 14 718 9 Y4 A,9,C,O E•F G T2450 66 314 61 Y4 64 12 59 12 29 5116 14 718 9 30 AB C.O E F G 72824 98 4114 29 Y4 96 12 27 12 13 Sn6 16 7,e 11 Y4 AB,C,O,E.F,G Na 72630 1 98 Y4 1 37 314 96 12 35 12 17 5116 16 715 1t 314 1 AB.C.O,E.F,G Na T2638 98 Y4 45 Y4 96 12 43 12 21 Sn6 16 711 11 Y4 A.B•C•O,E.F,G Na T2640 95 Y4 49 YA 1 96 12 47 12 23 5116 16 715 11 314 AB,C,D.E.F G T2a44 98 Y4 53 Y4 96 12 51 12 1 25 SM6 16 7/6 11 Y4 A.B.C•O.E.F G T28W 80 314 61 314 95 12 59 12 29 5116 16 719 11 Y4 B C O E,F G T3024 110 314 29 Y4 106 12 27 12 13 5116 1674 13 314 A,B.C.O,E,F,G Ns 1`30410 110 Y4 37 Y4 too 12 35 12 17 5116 18 716 13 3(4 A,B.C.O,E,F,G We T3076 110 3A 45 Y4 106 12 43 t2 21 5116 18 718 13 314 A,B.C.O,E.F IG T3040 110 314 49 Y4 108 12 47 12 23 5116 16 716 13 Y4A,B,C.D•E.F G T30H 110 3M 53 Y4 106 12 51 12 25 Sn6 1S 71613 314 AB,C•20ff G 73050 110 Y4 61 Y4 105 12 59 12 29 5116 18 Ila 13 Y4 I AB.0 O,E.F I G (7)Faste ars will be faceted on the fastener attachment rim within the -dimpled' Indentation as shown in Section Frame lvh�.Section C -C In accordance with the Fastener Location Table. Dimensions shown are for reference only tkreM caro . z 250 — (9) AN dimensions are typical. (9) A0 dimensions are In inches. r� (10) NaWng Option not applicable to 71' (Comnadity (Modular Buck Height) windows ;74\A Buck Height) or 71 Ire (Mo .Sect. C -C Fru rip Maximum applicable window sixes Shown In Fastener Location Table. Drawing No. FLEX29122 See REX29120 wooatappng spew option. Q Sheet 2 of 2 Date: 6/1/07 Sole: NIS Drawn 9y: nu Checked 6y: JH Sheathing �j Minimu By OtheAS�Fastener Seal Between stern EnbednentVindow FinSheathing(Note Seal By VIA Head O ©ste 2.a 6 2.b.11) Triple Say installation. #10 Wood or Tapping Screws 1 3/8' Him Enb. (See Note G & H) 0.131' Dia. Nags w/0.281' DIa. Head 2 3/4' Mtn. Enb. (See Note F 6 H) Two By Wood Framing By Others (Note 4.b) Stucco----` By Others .S. ::• ' .•�zs- 1/4' Max. NOTES (1 to 15) See General Nates Drawing FLEX20100, Sheet 1 d 2. (A) Milestone Series 1000 Single Window, with Continuous Head d Sig In a Double Bay Configuration shown. See Orawing FLEX29122 for Perimeter Seal By VIA Head O ©ste Shim Space Triple Say installation. Others 0 Sash Jamb © Glazing - See Note B, C d 0 than 0.42 and/or sheathing thicknesses greater than t/Y may require additional embedment. larger nails 07 Sed. At -A! - No. 10 Pan Head Wood or Topping (B) Tested Configuration used 0.125' Double Strength (OSB) (Note 2.a 6 2.bJD in accordance with the applicable Building Code and Product Approval. requirements of Note B on Crawling FLE1(20100. See (G) 1 3/8' screw embedment and nominal 2' screw length Is based an a Specific Gravity (SG) equal to 0.42 Annealed Glazing in the active and fixed ltes. Design Pressure is •!- of the Wood Framing (Spruce -Pine -Fur or SPF) and an assumed sheathing Bdckness of 1/2'. Embedment regarding nag d screw locations. 1 Shin As Req'd. 50 list. 0 281' Dia. Head 13 1/4' Min. Nominal length and/or larger screws and must be approved by the manufacturer or engineered try 'other' Design meeting the requirements of Note 9 on Drawing (See Note 1.0) (C) Production Glazing may differ from that tested as allowed by (H) See sheet 2 of this drawing for locations of nags and screws In Sed A -A and A1.A1. embedment end Sheet 2 regarding nag b screw ANSIIAAMA/NW WDA 10M2.97 or 101A.S. 2 NAFS and the Window Height (W.H.) Buck Height (B.H.) Perimeter Seat By Others (Note 2.a 6 2.b.10 ELEVATION VIEWED FROM EXTERIOR Window Height (W.H.) Buck Height (B.H.) FLCL of Interior Jamb Vindow Width (WH) BuCk Width A&Al A� r JU IN TRIPLE BAY CONFIGURATION. (0) Drawing app8cable to Nondmpaot Resistant glazed windows. (See Drawing FLEX29122 for Triple Bay installation.) (E) For Fastener Type (Nag and supplementary Screw), Location a Quantities see Sheet 2 of this drawing. PARTS LIST VIA Head O ©ste of the Wood Framing (Spruce -Pine -Fur or SPF) and an assumed sheathing thickness of t/2'. Embedment G) Jamb Q Un Rag Is measured In the member receiving the point and does NOT Include the sheathing thickness. SGs lower applicable Building Code. See Note 12 on Drawing FLEX 20100 for DOUBLE BAY CONFIGURATION SHOWN ABOVE. A further details. ALSO AVAILABLE IN TRIPLE BAY CONFIGURATION. (0) Drawing app8cable to Nondmpaot Resistant glazed windows. (See Drawing FLEX29122 for Triple Bay installation.) (E) For Fastener Type (Nag and supplementary Screw), Location a Quantities see Sheet 2 of this drawing. PARTS LIST (F) 2 34' nag embedment and nominal 3 1/4' nag length Is based on a Specific Gravity (SG) equal to 0 42I Head O ©ste of the Wood Framing (Spruce -Pine -Fur or SPF) and an assumed sheathing thickness of t/2'. Embedment G) Jamb Q Un Rag Is measured In the member receiving the point and does NOT Include the sheathing thickness. SGs lower 0 Sash Jamb © Glazing - See Note B, C d 0 than 0.42 and/or sheathing thicknesses greater than t/Y may require additional embedment. larger nails 07 Sed. At -A! - No. 10 Pan Head Wood or Topping andfor larger nags and must be approved by the manufacturer or engineered by'othee Design Professional Screw, Minimum 7 Nominal Length meeting the in accordance with the applicable Building Code and Product Approval. requirements of Note B on Crawling FLE1(20100. See (G) 1 3/8' screw embedment and nominal 2' screw length Is based an a Specific Gravity (SG) equal to 0.42 Note G this sheet regarding embedment and Sheet 2 of the Wood Framing (Spruce -Pine -Fur or SPF) and an assumed sheathing Bdckness of 1/2'. Embedment regarding nag d screw locations. Is measured in the member receiving the point and does NOT Include the sheathing thickness. SG•s lower O Sect. A -A b B -B - Nall with 0.131' Shank Oia. / than 0 42 andfor sheathing thicknesses greater than 1Q' may require additional embedment longer screws 0 281' Dia. Head 13 1/4' Min. Nominal length and/or larger screws and must be approved by the manufacturer or engineered try 'other' Design meeting the requirements of Note 9 on Drawing Professional In accordance with the applicable Building Code and Product Approval. FLEX20100. See Note F this sheet regarding (H) See sheet 2 of this drawing for locations of nags and screws In Sed A -A and A1.A1. embedment end Sheet 2 regarding nag b screw Stucco By Others Seat Between Window Fin 6 Sheathing (Note 2.o 6 2.b.11) (see Note Minimum Sheathing F and G)Fastener By Others Embedment SECTION A—A. Al —Al locations —Vindow Width (Vi{) 1/4' MAX. Buck Width (B.H.) SHIM SPACE �—n Marble Stool Or Other Finish By Others. Two By Wood Framing By Others (Note 4.1s) Sect, Al -AI 110 Wood or Topping Screws 1 3/8' Mn. Enb. (See Note G 6H) Sect, A -A 0.131' Dia. Nails w/0.281' Ola. Head 2 3/4' Min. Enb, (See Note F L H) J A ►1 A Al Disclaimer: 1ne purpose of this installation drawing a to present the manufacturers recommendations for anchorage (i.e.. nails. wood screws or topping screws) to achieve the design pressure specified on the fenestration product as required by the 2001 FWdo Bugdfng Code (FBCI. Section 1707.4.4, 2004 FBC-Building, section 1714.5.4 and the 2004 FBC-Residentiol. Section R613.6. Recommendotions regarding noshing, sealing. sealants or other joint sealant practices does not constitute a warranty either expressed or implied. Two By Wood bate: 6/t/07 A IFraming By Others scat : im Shin As Req'd. (Note 4.b) 0 o o'R1A (See Note 1..' Checked or. JH Robert J. Amoruso, 0.E, FL License No. 49752 � yhT.1E5, •Idry . �pE •y�86/4NAL Eta. . Drawing No. FLEX29123 Sheet 1 of 2 0.131' Dia. Nag w/0.28i' Ola. Head 2 3/4' Him Emb. (See Note F 6 H) Sheathing By Others. Seat Between Window Fin 6 Sheathing 3 Perlmeter (Note 2.a 6 2.b.ID Seal By 8 Others (Note 2•a SECTION B -B Stucco By L 2.b.ID Others Robert J. Amoruso, 0.E, FL License No. 49752 � yhT.1E5, •Idry . �pE •y�86/4NAL Eta. . Drawing No. FLEX29123 Sheet 1 of 2 FIN FRAME HEAD, SILL & JAMB FASTENER LOCATIONS FOR NAILS (With Supplemental Wood/Tapping Screws) ELEVATION DOUBLE BAY VIEWED FROM EXTERIOR CONFIGURATION L2 (see �, L2 (see Table 1) Table 1) Se e � F H F Elkn 2518 D Q WINDOW HEIGHT () C r C (Buck Height) 4112 9 D FRAME HEIGHT (F.H.) F -I Buck He lght + 2.251) Ll (see /rte! I C C Tale 1) A F G H G F E O CL of Interior Janb Denotes Fastener. WINDOW WIDTH (VV.) See Notes 3 & 4. (Buck Vidth) Location H only FRAME WIDTH (F.W.) used For 025 and E d (Buck Height + 2.25') only with a screw. Fastener Location Table Notes: (1) Finned Framed Window Industry standard Obnenslons In Width (W.W.) and Height (W.H.) are based on Buck Dimension In Commodity and Modular sizes. (2) Frame Dimensions In Width (F.W.) and Height (F.H.) are taken at the outer dpi of the attachment On and are equal to Buck Dimensions + 2.25'. (3) Ali fastener locations shown In the location Illustration and tame are taken from the dp of the attachment fin (sea Note 2 and Section CC). Location dimensions shown have a .I- See 1 Q` tolerance. Note 7. (q 1n lieu of Nails. Wood and/or Tapping Screws are required at locations G or H for certain window sizes as shown In the accompanying Tame. Location H is only used for 025 and 27/32' only with a shrew.Sal <O.a36' Sheathing (5) Fm frame window laslener attachment holes Fastener are field dri0ed In the tin frame to a maximum llttachnent F indter 0290dOSit (0.136')Ior0.131'diameternalls _-_-_-_ _ Er r when required (may be shot with nail gun In = (0288'7 mast Cases w/o hole). (6) Fin frame window fastener attachment hales Jamb (Exterior) T are field ddlled in the fin frame to a maximum of I 3116' diameter for use with a 10 Wood Screw or vindoe's 810 Tapping Screws. Sett -drilling Tapping screws. _____-_-_-_._ Interior when used. do not require drilling prior to lastenedng. arra vmdph Vood Frachr Wit01h. ahx! Wnmlh .2150 Sect. C -C Fra Fastener Location Table for Nails with Supplemental Wood/Tapping Double Bay Configuration with a maximum Design Pressure of +/- 50 psi 74 114 74 1ais Date: 6/1/07 Sok: NTS Drawn By: lt)A Checked Oy: JM (7)Fasteners wD be located on the fastener attachment fin within the 'dlmpled' Indentation as shown In section Section C -C In accordance with the Fastener Location Table Dimension shown are for reference only. (9) All dimensions ore typical. (9) AD dimension are in inches. (10) Naffing Option not applicable to 71- (Commodity Buck Height) or 71 1/2" (Modular Buds Helght) windows. Maximum applicable window sizes shown In Fastener Location Tame. See FLEX29121 woodlapping screw option. Drawing No. FLEX29123 Sheet 2 of 2 Florida Building CodeOPERM'T # (o- m4 OFpIr-F Pagel of4 1. � I � SCIS Home Log In user Registration Hot TOPICS Submit Surcharge ; Stats 6 Facts Publications FBC Staff SCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or ADDlicatlon Search > Application List > Application Detail Your session has been timed out to protect your security FL # FL3663-R4 Application Type Revision Code Version 2004 Application Status Approved Comments Archived r Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (419) 248-7060 darrel.higgs@owenscorning.com Authorized Signature Darrel Higgs darrel.higgs@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Underwriters Laboratories Inc. Validated By Referenced Standard and Year (of Standard) Standard Year ASTM D 3462 2001 ASTM D3161 (modified to 110 mph) 1999 UL 790 (Class A) 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/10/2007 http://www.floridabuilding.org/pr/pr_app_dti.aspx 3/19/2010 llUnderwriters � Laboratories Inc.,, April 3, 2007 Mr. Ted Berman P.E. Senior Project Manager A&A Arnold & Associates, Inc. 1711 W 38th Place, Unit 1207 Hialeah, FL 33012-7077 Subject: Owens Corning Dear Mr. Mr. Berman: Northbrook Division 333 Plinyslen Road P:orftmok. IL 60062.2096 USA ►wro.ul.Com tet: 1 847 272 8800 (ax: 1847 272 8129 Customer service: 1 877 854 3577 This is to confirm that, Oakridge® PRO 30TM with Surenail, Oakridge® PRO 30TM AR with Surenail, Oakridge® PRO 40TM with Surenail, Oakridge® PRO 40TM AR with Surenail , Oakridge® PRO 50TM with Surenail, and Oakridge® PRO 50TM AR with Surenail, Duration, Duration Premium, Classic& or Classic® AR, Supreme& or Supreme® AR, Prominence® or Prominence® AR, Oakridge® (Oakridge® PRO 30TM) or Oakridge® (Oakridge® PRO 30TM AR), Oakridge® PRO 40TM or Oakridge® PRO 40TM AR, Oakridge® PRO 50TM or Oakridge® PRO 50TM AR, Berkshire and WeatherGuard HP are Listed in accordance with ANSI/UL790, Class A (ASTM E 108, Class A), ASTM D3462, UL 997/ASTM D3161 (modified to l l Omph) and Dade County Protocol 107-95. The Berkshire secured with 5 nails, WeatherGuard HP secured with 6 nails and all other shingles secured with 4 nails. All the products have been tested and meet the criteria for these standards and are covered by UL's Follow -Up Service Program for File 82453. If you should have any questions, please feel free to contact the writer. Very truly yours, Martin K. Rowan (Ext. 42349) Senior Project Engineer Fire Protection Division An inoepenocnt ornunlfnr�r•r nog,. i•g •oi a serol w9iii n to Inicurity. ptecre+on ana t..c:rtedge. Installation Instructions Owens Corning three -tab shingles are designed for new or reroofing work over properly built and supported wood roof decks having adequate nail holding capacity and a smooth surface. UL Class A Fire Resistance & Wind Resistance Ratings When applied in accordance with these instructions, these shingles carry the Underwriters Laboratories Class A fire resistance rating, the top rating for residential shingles. They will resist exposure to fire in accordance with UL Standard 790. When applied properly, these shingles also meet UL wind resistance Standard 997. All three - tab shingles have a factory -applied strip of special thermoplastic adhesive on each shingle. After direct exposure to the sun's heat, each course bonds securely to the course below (a matter of days in spring through fall seasons; in winter it varies depending on geographical location, roof slope and orientation of the house on the site, in relation to the sun). Other Roofing Materials You May Need Metal Drip Edges - are recommended along rake and eaves edges of all decks. Underlayment - is recommended for roofing over any bare deck, and is required for a UL Class A fire rating in most cases. Use only "breather type" material such as Asphalt Saturated Felt or Shingle Underlayment classified by UL as a Prepared Roofing Accessory to assure Class A fire performance and watertight performance from wind -driven rain. Nails - must be galvanized, l l- or 12 -gauge, with heads at least 3/8" in diameter. Staples - must be 16 -gauge minimum,15116" minimum crown width and corrosion protected. All Fasteners - must be driven flush with the shingle surface and penetrate at least 3/4" into the wood deck. Where the deck is less than 3/4" thick, the fastener should be long enough to penetrate fully and extend at least 1/8" through the roof deck. Owens Corning recommends the use of nails as the preferred method of attaching shingles to wood decking or other nailable surfaces. Plastic Cement - where required must meet ASTM D-4586 Type 11 (Asbestos Free). ® Three Tab Shingles Standard & Metric Size Shingles la Deck Preparation For Standard Slope Decks — 4" in 12" or more Application of underlayment, metal drip edges and eaves flashing: (A) Apply one layer of underlayment over metal drip edge at eaves. Use only enough fasteners to hold in place. (B) Overlap successive courses 2° Overlap course ends 4° Side laps are to be staggered 6' apart. (C) Apply metal drip edge over underlayment at rake. Note: where ice -damming may cause leaks, apply Owens Corning WeatherLock• underlayment or equivalent eaves flashing at least 24" beyond the inside wall line. When using a coated smooth roll or mineral surfaced roll roofing, apply over the underlayment. When using a special- ty eaves flashing product, follow the manufacturer's instructions. 1bDeck Preparation For Low Slope Decks — 2" in 12" to less than 4" in 12" Application of underlayment, metal drip edges and eaves flashing: (A) Apply 19" starter strip of underlayment over metal drip edge at eaves. Use only enough fasteners to hold in place. (B) Use 36" strip of underlayment for remaining courses, overlap- ping each course 19" Side laps are to be staggered 6' apart. (C) Apply metal drip edge over underlayment at rake. Note: Where eaves flashing is required, apply Owens Coating Weather - Lock underlayment or equivalent specialty eaves flashing product or apply a continuous layer of asphalt plastic cement between the plies of underlayment at least 24' beyond the inside wall line. Standard & Metric Size Shingles Three Tab Shingles Z Shingle Application Apply shingles over properly prepared roof deck, starting at bottom of roof and working across and up. This will blend shingles from one bundle into the next and minimize any normal shade variation. Three -tab shingles are applied with a 6" offset (6-9/16" offset with metric size shingles). While a 6" offset (6-9/16" metric) is recommended, application with offsets of 9" or 5" are also acceptable. Caution must be exercised to assure that end joints are no closer than 2" from a fastener in the shingle below and that side laps are no less than 9" in succeeding courses. Refer to course applications steps for specific instructions. If racking application methods are used, the applicator must ensure that the proper number of fasteners is used, and use shingles from several different bundles to reduce potential for color variation. 3 Shingle Application Starter Course (A) nim tabs off all starter course shingles so sealant can sea] along the eave's edge. (B) Trim 6" (6-9/16" metric) off rake end of first shingle. Extend 3/8" beyond rake and eaves, and fasten. (C) Complete rest of starter course. Use five fasteners for each shingle, placed 2" to 3' up from the eaves edge. First Course (D) Apply fust course starting with a full shingle, even with the starter course. Fasten securely according to instructions. Note: Complete course with hill shingles. Second Course (E) Begin second course by positioning first shingle 6" (6-9/16' metric) from the end of the underlying shingle, with the butt edge aligned with the top of the cutouts in the course below. (F) Leave 5' (5-5/8' metric) exposure, fasten securely and trim excess over- hang at rake. Note: Complete course with [till shingles. Third Course through Sixth Course (G) Begin each subsequent course by positioning the fust shingle 6" (6-9/16" metric) from the end of the underlying shingle, with the butt edge aligned with the top of the cutouts in the course below. Complete by repeating Step (F). Note: Complete each course with full shingles. Seventh Course (H) Apply seventh course starting with a full shingle. Leave 5" (5-5/8" metric) exposure and fasten securely. Complete by repeating Step (F). Note: Complete course with full shingles. For succeedutg courses, repeat steps for second through seventh courses. 8' Offset Measurement 8' T B" Exposure ,69/16 Offset Measurement 6 9118• T B•5!B' Exposure 4 Valley Construction A closed -cut valley is recommended and is applied as follows: (A) Lay a 36" -wide valley liner of smooth surface roll roofing or Owens Corning WeatherLock underlayment or equivalent product. Fasten on outer edges only. (B) Lay all shingles on one side of valley and across center line of valley a minimum of 12" Fasten a minimum of 6" away from center line on each side of valley. (C) Strike a chalk line 2" from the center line of the unshingled side. Apply shingles on the unshingled side up to the chalk line and trim, taking care not to cut the underlying shingles. Clip upper corners of these shingles, cement and fasten. (D) Both woven and metal valleys are acceptable alternatives. 5 Fastening Instructions Place fasteners 5/8" above the tab cut-out and below the sealant strip. Fastening into the sealant stnp interferes with sealing and contributes to blow -offs. (A) Use four fasteners in normal wind areas. (B) Use six fasteners per shingle for mansard construction. Use of six fasteners per shingle is recommended in high wind areas. Note: Do not drive fasteners into or above the adhesive strip. 6 Hip & Ridge Application High Ridge Hip & Ridge and High Style° Hip & Ridge available by region. 1f cutting three tabs for Hip & Ridge shingles, adhere to the following instructions. Cut full three -tab shingles into three 12" x 12" (13-1/4" x 13-1/8" metric) Hip & Ridge shingles. Start hips at the eave and work up to ridge. Apply ridge only after hips have been applied, beginning on end of ridge opposite prevailing wind direction. Leave 5" (5-5/8" metric) exposure per shingle for Hip & Ridge application. Bend over the ridge; fasten on each side 5-5/8" (6-1/4" metric) from exposed end, l" up from the edge. Cover exposed nails with asphalt plastic cement. For more information on Hip & Ridge shingle application refer to Owens Corning's 'How to Apply Hips & Ridges" (Pub. No. 5 -RR -18491). Valley Liner 6• Min. Extra Nail Undorlayment Asphalt Plastic Cement �. Clip Corner .2 Centerline Mansard or Normal Wind Areas High Wind Arose t IA► t r Z IBI Z r n• tt• 6• Exposure Mansard or Normal Wind Areas High Wind Areas r (A) r BI 2. t. t r Z• Iu-t 6.6/8" Exposure Prevailing Wind Direction A--- Prevailing Wind Direction A--- Hip & Ridge cut from metric three -tab shingles 6' Distanco Hip S Ridge cut from metric three -tab shingles. 6.66 - Standard & Metric Size Shingles Three Tab Shingles 7 Precautionary Notes The manufacturer will not be responsible for problems resulting front any deviation from the recommended application instruc- tions and the following precautions: (A) Roof Deck: Recommended roof decks are 6" maxvnum width, 25/32' minimum thickness wood sheathing, or 3/8" minimum thickness plywood sheathing. Use plywood decking recommend- ed by the American Plywood Association, Underwriters Laboratories, Inc., or local building codes. These Owens Corning shingles have been tested and rated as Class A by Zhtdermiters Laboratories when these shingles are applied over recommended decks. If other decks are used, the resulting construction may not qualify as Class A. Regardless of deck type used, the roofing installer must ensure that the attic ventilation meets or exceeds FHA Minimum Property Standards. Note: All roof structures, especially Mansard style construction, must have complete through ventilation from bottom to top to prevent heat build-up or entrapment of moisture -laden air that can cause premature shingle failure. (B) Handling: Use extra care in handling shingles when the tempera- ture is below 40"F. Shingles can be broken easily in cold weather or their edges damaged in hot weather. (C) Fastening: Owens Corning recommends nails as the preferred method of attaching shingles to wood decking or other nailable surface. Drive all fasteners until they are flush with the surface of the shingle. Special care must be taken when usbig pneumatic staples or nail guns. An improperly adjusted pneumatic gun can result in raised fasteners causing sealing failure, raised tabs, leaks or blow -off. Guidelines on fastener size, number and location must be followed. Owens Coming will not be responsible for any wind damage that occurs with shingles which have not been applied in accordance with these instructions. (D) Mansard or Steep Slopes: For slopes exceeding 60 degrees or 21 inches per foot, use six fasteners and two spots of asphalt plastic cement per tab. All six fasteners must be spaced equally. Place two spots of asphalt plastic cement, l" in diameter, under each shingle tab immediately upon installation. SYSTEM THINKING" Makes the Uxffereuce OWENS CORNING WORLD HEADOUARTERS ONE OWENS CORNING PARKWAY TOLEDO, OHIO, USA 43659 ROOFING SYSTEMS BUSINESS System Thinting' is a trademark, of Owens Corning. Printed in U.S.A. February 2000 Copyright 0 2000 Owens Corning (E) Storage: Store in a covered ventilated area at a maximum tem- perature of 110" F. Protect shingles from weather when stored at the job site. Do not store near steam pipes, radiators, etc. (F) Hip & Ridge Shingles: These shingles should be cut from the back (smooth) side. (G) All exposed material must be rated Class A by Underwriters Laboratories to maintain a Class A system. 8 Reroofing If old asphalt shingles are to remain in place, nail down or cut away all loose, curled Or lifted shingles. Sweep the surface clean of all loose debris just prior to applying the new roofing. Ensure proper size and length of fasteners. If roofing over old wood shingles, cut back the old shingles at eaves and rakes and apply wood edging strips. Some local building codes may require the use of a No. 30 asphalt saturated felt over the old wood shingles prior to reroofing. Consult local building code authorities. Surface must be smooth before shingles are installed. Make deck smooth by nailing down all loose and curled shingles, protruding nails, etc. Install beveled wood feathering strips, if necessary. When roofing over existing shingles with a 5" (5-5/8" metric) tab exposure, the following procedure should be used for smoothest finished appearance and ease of alignment: (A) Starter Course: Make starter shingles by removing the 5" (5-5/8' metric) tabs and cutting a 2" strip off the top of the shingles. Lay starter shingles so the top edge butts against the lower edge of the second course of the existing roof. Place the thermal sealing adhesive toward the eave edge. Secure with five fasteners evenly spaced per starter shingle placed 2" to 3" from the eaves edge. Complete the course. (B) First Course: Trim 2" (3-1/8" metric) off the tops of all first course shingles. Lay them with their top edge butted against the bottom of the third course of the existing roof. Continue as instructed above. (C) Second Course and others: Use full-sized shingles and place them so their top edge is butted against the bottom edge of the next course of existing shingles. Continue as instructed above. HIGH RIDGE HIP & MIDGE INNOYABONS SOA WK. with Sealant Owens Corning High Ridge Hip & Ridge with Sealant Shingles are designed to complement laminated and laminated - looking shingles.They are a high profile shingle which adds dimension to your home's hips and ridges. Before You Begin Complete shingle application on roof deck before applying High Ridge Hip and Ridge shingles. Hip shingles must be applied before applying ridge shingles. Note If a new roof is being applied over an existing roof, remove the old hip and ridge shingles to obtain a level application. Fastening Use nails only when installing this product. Nails must be corrosion resistant, I I- or 12 -gauge, with heads at least X" in Hip & Ridge Shingle Application diameter. Apply one nail on each side 10" from the exposed end and I" in from the side edge. (See Fig. 8.) For High Wind, apply two nails on each side 9" from the exposed end, and I" and 2" in from the side edge. (See Fig. 2) All fasteners must penetrate at least %" into wood deck or completely through plywood sheathing. Cover exposed fasteners with asphalt plastic cement. Plastic cement must meet ASTM D-4586 Type I or I I (Asbestos Free). Installing Begin hip application at the eave working toward the ridge. Begin ridge application opposite the prevailing wind direction. Arrange shingles along the center line so that both halves of the laminated piece 4 Fig. A Prevailing Wind Directlon Hall A P I 1 1 I 1 1 A I I I 1 Q I 1 1 I I 1 1 I I 1 1 I I 1 I I E:posure FIg. 1 9 �_ heveUlnpYAnd 7 WMlpd A \4 r 7NN. 4 A 4 A r r 1 E.po.ur� Application instructions for High Ridge Hip & Ridge with Sealant Shingles fall on opposite sides of the hip or ridge. (See Fig. 8.) For High Wind (See Fig 2). Hip & Ridge Application Apply remaining hip and ridge shingles In the same manner- with 8" exposure. (See Fig. A.) For High Wind (See Fig. I) When finishing the ridge. leave no laminated portion of the last hip and ridge exposed. One option is to use the 8" exposed portion of a hip and ridge shingle, cutting a piece the appropriate length to extend over the laminated portion of the shingle to the end of the ridge. Fasten final piece with two nails, each I" in from the side edge and I" in from the end of the ridge. For High Wind use four nails, each I" and 2" in from each side edge and I" in from the end of the ridge. Cover exposed fasteners with asphalt plastic cement. Hip & Ridge Shingle Fastening Fig. 8 Top View Side View Fig. 2 Top V1- Side V1 - N.11 r� e �• I' I Top ummeled I 7• T• ! �• J prKe I '' ! i r r OWENS CORNING SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE, LOSS, COST, EXPENSE OR LIABILITY RELATING TO FAILURE TO FOLLOW THESE INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTALLATION INSTRUCTIONS MAY AFFECT OWENS CORNING OBLIGATIONS UNDER THIS PRODUCT'S LIMITED WARRANTY. Installation Instructions Owens Corning High Style Hip & Ridge Shingles are designed to complement laminated and laminated -looking shingles. They are a high profile shingle which add dimension to your home's hips and ridges. Before You Begin Complete shingle application on roof deck before applying hip and ridge shingles. Hip shingles must be applied before applying ridge shingles. All hip and ridge shingles are applied with an 8' exposure. Note: If a new roof is being applied over an existing roof, remove the old hip and ridge shingles to obtain a level application. 1- rxpoo sure Neil 9:a Bock Fastening Use nails only when installing this product. Nails must be galvanized, l l- or 12 -gauge, with heads at least 7/16" in diameter. Nails should be places 9-1/2' back from the exposed end and 1" in from the side edge. All nails must be covered by succeeding shingles at least 1" All fasteners must penetrate at least 3/4" into wood deck or completely through plywood sheathing. In high wired areas apply a spot OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY TOLEDO, OHIO, USA 43659 High Style® ® Hip & Ridge Shingles of elastometric roof cement, the size of a quarter, on each side of the hip or ridge, on the dimensional fold prior to installing the succeeding shingle. Cover exposed fasteners with elastometric roof cement. Installing �— Prevailing Wind Direction r / I�—cut b• —►I t. Begin hip application at the eave working toward the ridge. Ia. Begin ridge application opposite the prevailing wind direction. 2. Cut first High Style Rp & Ridge shingle 8" up from the exposed end (along the dimensional fold). Use the remaining 8-1/2" portion of the shingle, with the dimensional fold, as the "starter" hip or ridge shingle. 3. Install this "starter" shingle with the dimensional fold positioned at the leading edge of the hip or ridge. Fasten through the dimensional fold with one nail on each side, placed 1-1/2" in and 1" up from the cut edge. Neil 9' Beck a•—. Exposure ROOFING SYSTEMS BUSINESS System Thinking- is a trademark of Owens Corning. The Pink Panther is a I" and m of United Anists Corp. Licensed by MGM Consumer Products. Printed U S.A., March 2000 Copyright 0 2000 Owens Corning Starter Shingle 4. Completely cover "starter" shingle with the 8" exposed portion of the next hip and ridge shingle. 5. Fasten each shingle through the dimensional fold with one nail on each side, placed 9-1/2" back from the exposed end and 1" in from the side edge. All nails must be covered by succeeding shingles at least 1" Apply remaining hip and ridge shingles in the same manner with 8" exposure. 6. Cut final ridge shingle from the 8" exposed portion of a hip and ridge shingle. Cut piece an appropriate length to extend from the edge of the dimensional fold to the end of the ridge. 7. Fasten final piece with two nails, each 1-1/2" from the edge and 1" in from the end of the ridge. Cover exposed fasteners with elastomatic roof cement Cut To Fit Florida Building Code Online Date Validated 04/10/2007 Date Pending FBC Approval 04/11/2007 Date Approved 05/08/2007 summary of Products Page 2 of 4 FL !! 114odel, Number or Name Description 3663.1 lBerkshire Laminate Shingle Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL3663 R4 C CAC UL Certification Letter 4-3-07 Approved for use outside HVHZ: Yes Owens Corninghin I f Impact Resistant: N/A FL3663 R4 C CAC UL Certification, Files R2453 and R19380.Ddf Design Pressure: N/A Other: 1.) This Approval not for use in the HVHZ. 2.) All Quality Assurance Contract Expiration Date FBC sections that apply to counties except Broward and Miami -Dade must be followed. Installation Instructions FL3563 R4 II Install Documents Berkshire.Ddf FL3663 R4 11 Install Documents Starter Shinale RoII.Ddf Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3663.2 Iclassic or Classic AR 3 -Tab Shingle Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL3663 R4 C CAC UL Certification Letter 4-3-07 Approved for use outside HVHZ: Yes Owens Corning Shingles.Ddf Impact Resistant: N/A FL3663 R4 C CAC UL Certification, Files R2453 and R19380 Ddf Design Pressure: N/A Other: 1.) This Approval not for use In the HVHZ. 2.) All Quality Assurance Contract Expiration Date FBC sections that apply to counties except Broward and Miami -Dade must be followed. Installation Instructions FL3663 R4 11 Install Documents Starter Shingle RDILM FL3663 R4 II Install Documents Three Tab.odf Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 3663.3 Oakridge (Oakridge PRO 30 AR), Laminate Shingle with or without SureNail Technology Oakridge PRO 30 AR with SureNail Technology Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL3663 R4 C CAC UL Certification Files R2453 and R19380.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL3663 R4 C CAC UL Certification Letter 4-3-07 Design Pressure: N/A Owens CorningI f Other: 1.) This Approval not for use in the HVHZ. 2.) All Quality Assurance Contract Expiration Date FBC sections that apply to counties except Broward and Miami -Dade must be followed. Installation Instructions FL3663 R4 II Install Documents Oakridge Pro with Sur Nall f FL3663 R4 II Install Documents Oakridge.Ddf FL3663 R4 II Install Documents Starter Shingle Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 3663.4 10akridge PRO 40 AR, Oakridge Laminate Shingle with or without SureNail Technology PRO 40 AR with SureNall echnolog Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL3663 R4 C CAC UL Certification Files R2453 and R19380.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL3663 R4 C CAC UL Certification Letter 4-3-07 Design Pressure: N/A Owens Corning Shin les. df Other: 1.) This Approval not for use in the HVHZ. 2.) All Quality Assurance Contract Expiration Date FBC sections that apply to counties except Broward and Miami -Dade must be followed. Installation Instructions FL3663 R4 H Install Documents Oakridge Pro with SureNail. df FL3663 R4 11 Install Documents Oakridge Pro.Ddf FL3663 R4 Il Install Documents Starter Shingle http://www.floridabuilding.org/pr/pr_app_dti.aspx 3/19/2010 Florida Building Code Online Page 3 of 4 http://www.floridabuilding.org/pr/pr_app_dti.aspx 3/19/2010 oR Il.odf Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3663.5 Oakridge PRO 50 AR, Oakridge Laminate Shingle with or without SureNall Technology PRO 50 AR with SureNall iTechnology Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL3663 R4 C CAC UL Certification Files R2453 and R19380.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL3663 R4 C CAC UL Certification Letter 4-3-07 Owens Corninghi I f Design Pressure: N/A Other: 1.) This Approval not for use In the HVHZ. 2.) All Quality Assurance Contract Expiration Date FBC sections that apply to counties except Broward and Miami -Dade must be followed. Installation Instructions FL3663 R4 11 Install Documents Oakridge Pro with SureNail.Ddf FL3663 R4 II Install Documents Oakridge Pro.odf FL3663 R4 II Install Documents Starter Shingle Roll - pd Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3663.6 Prominence AR 3 -Tab Shingle Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL3663 R4 C CAC UL Certification Letter 4-3-07 Approved for use outside HVHZ: Yes Owens Corning Shingles.odf Impact Resistant: N/A FL3663 R4 C CAC UL Certification. Files R2453 and RI 380. df Design Pressure: N/A Other: 1.) ThIs Approval not for use In the HVHZ. 2.) All Quality Assurance Contract Expiration Date FBC sections that apply to counties except Broward and Miami -Dade must be followed. Installation Instructions FL3663 R4 11 Install Documents Starter Shingle Roll.odf FL3663 R4 II Install Documents Three Tab.odf Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3663.7 IStarter Shingle Roll Starter Roll Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL3663 R4 C CAC UL Certification. Files R2453 and 1119380.0f Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A Other: 1.) This Approval not for use In the HVHZ. 2.) All Installation Instructions FBC sections that apply to counties except Broward and FL3663 R4 II Install Documents Starter Shingle Roll.pd Miami -Dade must be followed. Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3663.8 Isupreme AR 3 -Tab Shingle Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL3663 R4 C CAC UL Certification Letter 4-3-07 Approved for use outside HVHZ: Yes Owens Corninqhin f Impact Resistant: N/A FL3663 R4 C CAC UL Certification, Files R2453 and R1 380 f Design Pressure: N/A Other: 1.) This Approval not for use In the HVHZ. 2.) All Quality Assurance Contract Expiration Date FBC sections that apply to counties except Broward and Miami -Dade must be followed. Installation Instructions FL3663 R4 II Install Documents Starter Shingle Roll.pd FL3663 R4 II Install Documents Three Tab.odf Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party; 3663.9 lWeatherGuard HP Laminate Shingle Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL3663 R4 C CAC UL Certification Letter 4-3-07 Approved for use outside HVHZ: Yes Owens Corning Shingles.odf http://www.floridabuilding.org/pr/pr_app_dti.aspx 3/19/2010 Florida Building Code Online Impact Resistant: N/A Design Pressure: N/A Other: 1.) This Approval not for use In the HVHZ. 2.) All BC sections that apply to counties except Broward and Ilam1-Dade must be followed. Page 4 of 4 FL3663 R4 C CAC UL Certification, Files R2453 and Assurance Contract Expiration Date 'nstallatlon Instructions FL3663 R4 11 Install Documents Starter Shingle FL3663 R4 II Install Documents WeatherGuard HP.Ddf Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: :valuation Reports Created by IndeDendent Third Party: BeCh Nert Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399.2100 (850) 487.1824, Fox (850) 414.8436 O 2000-2020 The State of Florida. All rights reserved. Product Approval Accepts: 1,01 ROM -0 =1 0- http://www.floridabuilding.org/pr/prapp_dtl.aspx 3/19/2010