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Home My WebLink AboutSUBMITTED PAPERSDATE: PERMITNUAW: t Y.- D// 9 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUIOLDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, Fl- 34982 Sc'jiviveo (772) 462-1553 a), 'St. ttCie ^ APPLICATION FOR REPLACEMENT OF OU17ty WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATIONISFrE ADDRESS: g r c) c) bQ o 2. PARCEL ID NUMBERA A,4a I Z A.& ID 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: er�) I 'q- P1 S 4. TYPE 9F STRtCTURWISFRW, 16 MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOWS INFORMATION Name: *Le-"o 19 4. Y) i I 'C--y- FL Reg/Cert #: Address: S__q�o 5? a V14 y1b County Cert #: city: State: Business Name: Zip: -2— _ Phone: Phone Number: Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval 1120 mph [130 mph F40 mph I Windows & Skylights u..Exposure B let 14 omph I �0 I jIve--cl;ne R Exposure C F I . Overhead Garage Doors < 301 - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: FEESDUE: RECEIPT: OViNM'S AFFMAM. I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable. laws regulating constalction and zoning. ALF 19/6 PX 1\,A fjIPl? PRINT QUALIFI7EZNERS NAME SIGNATURE OIF&IUALIFIERIOWNER STATE OF FLORII)A, COUNTY OF��/ n. ACKNOWLEDGER BEFORE ME TfB- I I DAY OF La& L-20jj, BV(&C()i3 13P MPI&3qWO IS PERSONALLY KNOWN Tooklok-'.Mwo F.6 A d A - t I , -? .... - HAS PRODUCM 'kd InRy OF (W. T,C",* Ole-, 0 TYPE -OR PRRgAAME OF NOTARY M LT , ", IA SIGNATURJ(PF ROTARY TITLE: NOTARY PUBLIC CONMISSIONNUMBER. NOTICE TO OWNER: YOUR FAILURE TO RE C ENCEMENT MAY RESULT IN YOUR LIIC�ING MIS 205 X ST. LUCIE COUNTY Vinyl Siding TWICE FOR -IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT [ ] Attach 2.." copies of the KOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit Thi * s application for Permit may not be used f6r any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The infor"on to be provided with this application includes: I LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER . ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. ... 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY ........ Briefly describe the building activity underlpermit application. 4. OWNERS INFORMATION: ................................................. indicate the nant I e and address of the owner oftheproperty on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION . ........................................... indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the buildingtconstruction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie '-County reserves the right to question and/or modify the indicate& `� value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St Lucie County Building and Zoning Department St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No appReations will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Departmeit, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections Opmade by calling (772)462-1261. -05 SLCCDV FORM NO: 006 '7 Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772) 462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may.not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 4 Initial 1I_ J) I understand that the building official and inspectors are not there to design or give advice on h to meet the minimum code. W Initial r 10 I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. *4 Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liabl f the cost of the license. 40 Initial I understand that if any pers ' on that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relat d dical a it q me cost, which could include loss of wages during recovery from their injury. In ial k - 0 To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this tS day of !�AA� of 20 U v fAUer/Builde'r Signature STATE OF FLORID COUNTY OF V,�C�r Th . . (I day of Q&A e fibregoinj instrum t s acknowled d before me this 1 1 _,20 by Jw I )ersonally know6/ to me, or who has ___�who is r produced as idevntification. r op—a-9 Signature gNotary V v Type or Print Narp6 of Notary (gedi) Title: Notary Public Commission Number SLCPDSD Revised 07/22/20 10 AUDREYB.HUMPHREY SSi MY COMMISSION # EE 061159 M . r 6 EXPIRIES: March 6,2015 h, P 1'� J ta� Bonded Thru Notaq Public UndmvOtJers Property Appraiser - St.Lucie ('-u ty, FL 11 n f Page 1 of 1 ,f, 4LR eA� t ,j: PROPERTY RECORD CARD Lewis J Dampier Record: 1 of I <<Prev Next >> Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification 0 Site Address: 2408 SHAMROCK RD Parce(ID: 2421-601-0024-000-8 Sec/Town/Range: 21 :35S:40E MapID: 24/21 N Account#: 28985 Land Use: SF Res co -1 Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Lewis J Dampier Betty Dampier ORANGE BLOSSOM ESTATES BLK 3 LOT4 (0.19 AC) (OR 211-780) Address: 2408 Shamrock Rd Fort Pierce FL 34982-5753 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 58700 Land Value: 10500 Acres: 0. 19 2/1/1973 31900 00 Cv 0211/0780 Assessed: 58700 Building Value: 48200 Ag.Credit: 0 Finished Area: 1471 SqFt Exempt: 58700 Taxable: 0 Taxes: 308,5 BUILDING INFORMATION Exterior Features View: RoofCover: CS - Conc Shingle RoofStruct: HP - Hip ExtType: HD+ - HD+ YearBlt: 1958 Frame: Grade: D+ - D+ EffYrBIt: 1977 PrimeWall: BP - Conc Block StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmlntWall: PF - PF FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: STD 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: TZ - Terrazo %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBIt- No. Land Use Type Measure 3CHT -3CHT S 1 1 AV AV 1977 1 0100-SF Res BI -Front Ft 75 3CHT -3CHT S 1 1 AV AV 1977 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED Depth 110 http://www.paslc.org/prc.asp?prclid=242160100240008 7/8/2011 Florida Building Code Online Page 1 of 2 '�- �n, BCIS Home Log In User Registration Hot Topics Submit Surcharge �,7,1 20 Product Approval USER: Public User Stats Facts Publications FBC Staff BCIS Site Map Links Search Product ADoroval Menu > Product or ADDlication Search > Application List > Application Detail Fl- # FL6163-Rl [DO Application Type Revision Code Version 2007 Application Status Approved SAW Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 rickw@rwbldgconsultants.com Authorized Signature Craig Calderone rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer v Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. v Validation Checklist - Hardcopy Received Certificate of Independence FL6163 R1 COI CERT of INDEPENDENCE.Pcl Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1300 2004 ASTM E1300 2002 TAS 202 1994 Equivalence of Product Standards mr—M 'M Amh W& FILE uOry 110.7.0o.7 http://www.floridabuilding-org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqvJ`/�2bV2!hSN... 7/11/2011 Florida Building Code Online Page 2 of 2 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 01/05/2009 01/09/2009 01/16/2009 02/03/2009 Summary of Products JFL # IlModel. Number or Name IlDescription 16163.1 Ira, 2100 Series / Model 2111 IlExtruded Vinyl Single Hung Window - Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL6163 RI II INST 6163.1j)d Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6163.1 for Design Pressure Ratings, FL6163 RI AE EVAL 6163.1.pd any additional use limitations, installation instructions reate by Independent Third Party: Yes land product particulars. ---7lExtruded 16163.2 11b. 2100 Series / Model 2111 Vinyl Single Hung Window - Flange Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6163 R1 II INST 6163.2.0 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6163.2 for Design Pressure Ratings, FL6163 R1 AE EVAL 6163.2.pd any additional use limitations, installation instructions rea ed by Independent Third Party: Yes product particulars. (Note - ASTM E1300-02 utilized 1�and fbr areas inside the HVHZ) Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statemen I copyright Statemen I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: W] L�=—A— MR tlr--=Ql ritv.%i i.--r it ics- so" http://www.floridabuilding.org/pr/p�_app_dtl.aspx?param--wGEVXQwtDqvJ`/`2bVZhSN... 7/11/2011 R W R W.Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C 13.0. Box 230 Valrico.. FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL 6163.1 RI Date: December 16, 2008 Product Category: Windows Product sub-categ .,ory: Single Hung Product Name: 2100 Series - Model 2111 Extruded Vinyl Single Hung Window "Non Impact" Manufacturer: Silverline Building Products Corporation One Silverline Drive North Brunswick, NJ 08902 Phone — 732.43 )5.1-000 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Silverline Building Products based on Rule Chapter No. 9B-72.070, Method I d of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission, RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No.: FL 6163.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 December 16,2008 PF 907 Sheet I of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. For 2x stud fi-aming construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-6163.1 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-6163.1 for size and design pressure Ifinitations. Lyndon F. Schmidt, P.E. FL No. 43409 December 16, 2008 PF 907 Sheet 2 of 3 Supporting Documents A Drawing I I Drawing No. FL 6163.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813) signed and sealed by Lyndon F. Schmidt, P.E. B Tests Perfornied I Testing per AAMA/WDMA/CSA 101/l.S.2/A440-05 as performed by Architectural Testing, Inc. and reported in test report number 73077.01-109-47, signe'd by Michael D. Stremmel, P.E. 2. Testing per AAMA/WDMA/CSA I Ol/I.S.2/A440-05 as performed by Architectural Testing Inc. and . reported in test report number 74450.01-10947, signed by Michael D. Strerninel P.E. per AAMA/WDMA/CSA I Ol/I.S.2/A440-05 as performed by Architectural Testing Testing Inc. and reported in test report number 64764.01-109-47.. signed by Michael D. Streintriel P.E. C Calculations 1. Product anchoring is in accordance with manufacturer's published recornmendations as substantiated by tested specimens reported in test report numbers 01-44453.01, 74450-01- 109-47 and 64764.01-109-47. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. D Other I Certificate of Participation issued by National Accreditation & Management Institute, Inc., certif�,ing that Silverline Building Products is manufacturing products within a quality assurance program that complies with ISOIJEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL No. 43409 December 16, 2008 PF 907 Sheet 3 of 3 Silverhmne W I N D 0 W S e D 0 0 R S1&72 an Andersen Com-pany I SILVERLINE DRIV4, NORTH BRUNSWICK NJ 08902 SERIES 2 100 - MODEL 21 I'l EXTRUDED VINYL SINGLE HUNG WINDOW "NON -IMPACT' GENERAL NOTES I - This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone' (HVHZ). Z Product anchors shall be as listed and spaced as shown on clatolls. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. When used In areas requiring vvind bome debris protection this product is required to be protected with an impact resistant covering that cor6pfles Wth Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. .5. Site conditions that deviate from the details of this drowing require further engineering analysis by a licensed engineer or registered architect. TABLEOFCOARNTS SHEET@ DFSCRIP17ON I Typical elevation, design pressures & general notes Horizontol & vertirol cross sections 3 Buck and frame anchoring 4 Bill of materfols, glo2ing dotaff ond components 50,0U'MA)L OVERALL FLANGE WIDTH 52-OWMAX. OVERALL FRAME" DTH 0 M1 0 0 X . . ... . ... 37.W'x 63.0(r 36.W'x 62.00" 32.1 T x 28.12" +50.0 -50.0 46.W'x 63.00" 4S.00"x62.0(r 40.75" x 28. 1 T' +40.0 -40.0 53.00" x 73.W' 52.01)" x 71007 47.75"x33.lr +30.0 -30.0 6", _Zi pm P P a- N. Ry., LFS flNG HM.. FL-6163.1 T OF EXTERIOR INTERIOR 3 � VERTICAL CROSS SECTION Shown w/lx sub —buck substituting concrete screws for screws per secti n 1714.5.4.2 of the Florida BuiiXing Code r2'�\ HORIZONTAL CROSS SECTION OPERATING SASH LOCKS 7 5' FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8 x 3/4" SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.5" FROM EACH END OF THE MEETING RAIL, FASTEN WITH (2) #6 x 3/,V'SCREWS. 2 K-1 "\ VERTICAL CROSS SEC17ON 111� )R Z. -6 z v .2 A. .1 Z. Z 0 a j a O� r= X :n' m -'s U 0 B)r.. DWS BY-. LFS VING NO.: FL-6163.1 .7 OF 4 2X BL MASONR OPENIN( BUCK -ANCHORING MASONRY 2X BUC WINDC FRAI MASONRY OPENING W W /2X BUCK 23 INSTALLATION W W/IX BUCK K 2 1, INSTALLAMON TYP, HEAD & JAMBS W iE < E111- CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: . . ..... . . . - E� QKM ....................... . ........ ............. ..... .. . ........... ...Ty .............. ... .............. ............................ I.. ..... ............. ...... ....................... .... .............. . ...... ... . . ................... ................ ....... . ..... .. . ...... ........ . . ................ ... .................. ............... ........... .. .... ...... . .. ............ . ..... IM ....... ..... .. ......... ...... ......... EDME�NP�� . . ... . .. ..... .... . . .. . . . . . . .. . . . .... I . ..... . . . . ..... . . I ................ . . .... . . ..... ... . . . . . .... . . ...... . .. ... ... ... ................... . ... ... . . .. . ... .................................. ................. .... ..... .. ... . ..... . . . . . . . ... ........... I ....................... . . ....... . . ..... ............................. I .. .. . . . . . . . .. .. .... . . ............ ... - .......... I ............ ............. I . .... .... . I 1/4" 3" ............... ....... ... I I ............. . . ... .. 1/4- 4- FRAME ANCHORING W r X z z o 5 �.V :E 0 C', 'do X M -.11/19/08 F. N.T.S. Er(-. DWS BY.. LFS VING NOz FL-6163.1 .T _�L OF_.±_ BILL OF MATERIALS ITEM DESCRIPTION MATERIAL I EXTRUDED PVC MAIN FRAME (FLANGE) #2161- (0.075 MIN. WALL THK.) PVC 2 EXTRUDED PVC SILL (FLANGE) #2163- (0.075 MIN. WALL THK.) PVC 3 EXTRUDED PVC GLAZING BEAD (INTERLOCK) #3557- (0.062 MIN. WALL THK.) PVC 4 EXTRUDED PVC MEETING RAIL #2167- (0.070 MIN. WAULTHK.) PVC 5 EXTRUDED PVC TOP RAIL 12908. .070 LN. WALL THK.) VC 6 EXTRUDED PVC BOTTOM 11-FR-A1LWBV06 (0.070 MIN. WALL THK.) PVC 7 EXTRUDED PVC STILE #2905* (0.070 MIN. WALL THK.) PVC 8 EXTRUDED PVC UD�ZZING BFAD (KEEPER) #2317- (0.062 MIN. WALL THK.) PVC 9 EXTRUDED PVC GLAZING BEAD (VERT. & HORT.) #2217* (0.062 MIN. WALL THK.) PVC 10 OPERABLE SASH LOCK 11 SASH KEEPER #2240 STEEL 12 FIXED MEETING RAIL REINF. (TOP) 0.060'GALV. STL. STEEL 13 FIXED MEErING RAIL REINF. (BoTrom) 0.069'GALV. STL. STEEL 14 LOCK RAIL REINF. (TOP) 0.049' STEEL 15 BOTTOM LIFT RAIL & SASH REINF. 0.069'GALV. STL. STEEL 16 WINDOW SCREEN 17 WEATHERSTRIP PILE W/FIN . 187 x.270, LOCK RAIL & SASH (ULTRAFAB) 18 WEATHERSTRIP PILE W/FIN . 187 x.230, FIXED MEErING RAIL [ULTRAFAB) 19 WEATHERSTRIP PILE W/FIN .187 x.1 50, SILL (ULTRAFABJ 2�7 -�T WEATHERSTRIP VINYL BULB .1 87'x .375" 0 (AMESBURY) GLAZING COMPOUND (DOW #1199) SILICONE 2T -T4- #8 x I-3/,VPPH SMS STEEL I /,Vx 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL 9- 2X BUCK SG >= 0.55 WOOD �6- 114- MAX. SHIM SPACE— WOOD 27 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE !1.4,x.2311"EL 0 OR ITW CONCRETE SCREW STEEL 29 1 0 WOOD 30 INTERCEPT SPACER EEL - imtArrKUVtlJ Whlil: KIUIL) rvu LAR-KIUR LXIKUSIUNS VUR WINDOWSARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0 91" 0.07' Extruded PVC Bottom Lift Rail 2.69" P r---- == F r,-')_PVC Main Frame 1, �.Ah flange 1.16" — 0.07' 9 cs (-,'\,Extruded PVC Top Rail 2.69" L LQ P —VCSi11 with flange 7/16" GLASS BITE 8-9�� L6 8 =!y Rail Top & Sash -1/8" ANNEALED GLASS AIR SPACE - 1/8" ANNEALED GLASS 5/8" OVERALL GLASS THK. �-- 0.74" --1 H6 ---� �— 0.0-5� Fixed ee!V Rail Bottom 0.82" 0.05, SLock Rail To 14 ock Rc !"a far I-. i-n �for.. rmn. !nI c; 0 z z L�j > z 0 . . .: E 0 0 ox z t Q uz M Q) d E I M 6-1 1 �2 (-,"N Extruded PVC Stile MIA 0.79" 0.79" 0.79" ,,�,.�ed PVC GlazIng Sea 11 19/01 SME N.T.S. OWG. BY: DWS CHK BY: LFS DRAWING NO.: FL-6163.1 SHMr OF -A _C34) 36 00 QN E j cl R 19 v NOTE: 20 1. LOCATE OPERATING SASH LOCKS 7.5" FROM EACH END E. OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8 x 314' SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.5'FROM EACH END OF THE MEETING RAIL, FASTEN WITH (2) 46 x 3/4'SCREWS. 13 SEE 21 NOTE 2 SEE 12 NOTE 1 C, 10 5 Z5 m M 14 LU 0 US o Z05 15 7 0 22 m 2 GI 28 20 21 8 17 23 V) z INTERIOR 2) Ln 17 2 x EXTERIOR INTERIOR z 24 Ld z 28 1- 114' MIN. EXTERIOR EMB. TYP. C5 lo z DATE 11/19108 ZO SCALL. N.T.S. HORIZONTAL CROSS SECTION DM. BY. DWS a] CHK. BY. LFS 2 VERTICAL CROSS SEC77ON DPAMNG NO.: FL-6163.2 13 SHEET 15.83'MAX. ON CENTER TYP HEAD, SILL'& JAMBS 2X BUCK MEERN(�_J MASONRY OPENING —\ Ut ..I I . .4 BUCK ANCHORING MAX. MAX. TYP, HEAD & JAMBS �2 FRAME ANCHORING CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: ......... ...... .. ......... ....... .. . . . . . . . . ............. ........... ... ....................... ....................... . . ............ .......... 1 4 . . . .. ..... . ...... *-,-,-,---*-,---*,--jWflW .... .. ...... = . ..... ............... - ............ .... .. ..... ......... ................... ... .. ..... ................. . ...... . ..... .... . ....... 1-1/4 ........ ...... . . . . ........... . . . . . . . . . . . . . . . . ......... ....... .... . .... ... ........... .. ..... ..... ......... ....... ....... .... ......... .... .............. ............. . . .. . .... . . . 2-1/2" ....... . .......... - .............. ........ ..... ......... ........ . —ILEA ................................ ...................... . . . . . ............ ................... ............ 3- ......... . . ... ......... ............ .. . ...... . I-- . . . . .... . . . . . . ... .... 1/4" Iml 1-1/4" Q\ IS. ..,.% d zo z 0 z o o E 0 o< w u: kt 0 Q= LU M cc 0 F- N. T. S. BY- DWS BY. LFS nNG NO-- FL-6163.2 C T _1L OF E 2.69" 2.69" z CD z o;; 0 L �47-7 cli c4 .06" I - -K .. Z! L oc t &IVC Maln Ram, Ivc 111 &f�l,��dedPVC,��I�jn,) be�qd r* ul 11 Illge o z �2 m (L W C.D 0.07- 2; (n 0 0 0.06' 0 0.71, 1 �—..27 c; m (�xkuded PVC �Glazln b�ead z 0 0) Of 0.91" 19, r 0.07, Ld 0.07' z 0.63'— .16" — 0 0 Lo El z DATE: 11/19/08 Z �Ihe,,*""Iri.n �Ilulb N.T.S. SCALE: DwG- Ery.- DWS m CHK Ery: LFS DRAYANG NO - FL-6163.2 0 sHEEr 4 OF 5 2,69'- 2.69" Z 1 .2 I r C� —1 c::=[: "Pa E o-fll,,,IdL*d PVC, E)_ GlazIng bead E a s With ficnge 1) 9 C) Q 6 Lj o 19- (,tru'd IVC Gl� �edazin bvd� V) z 0 V) I.Ir C 0.91" o.or z 0.1 0.63— z DAM 11119108 �Ilulb SmqL- N.T.S. 0". BY. Dws CHK. BY. LFS DRAWNG NO FL-6163.2 sHEL7 _J�_ or 5 k BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 270" 239' 1 EXTRUDED PVC MAIN FRAME (FLANGE TYPE) #2111 - (0.075'MIN. WALL THK.) PVC 2 EXTRUDED PVC SILL (FLANGE TYPE) #2113 - (0.075- MIN. WALL THK.) PVC (0.067- MIN. WALL THK.) PVC 5 EXTRUDED PVC GLAZING BEAD (INTERLOCK) #3557 6 EXTRUDED PVC MEETING RAIL #2147 - 10.070- MIN. WALL THK.) PVC -03(T c; 7 EXTRUDED PVC TOP RAIL #2908 - (0.079- MIN. WALL THK.) PVC c; z 8 EXTRUDED PVC BOTTOM LIFT RAIL #2806 - (0.070- MIN. WALL THK.) PVC rk 9 EXTRUDED PVC STILE #2905 - (0.070" MIN. WALL THK.) PVC > 5 �Le he,-,VP,.Ie w1l, "eLeWLle ttEt El�ed e.e!T Rail Top Z. ;i [4, ,,g 10 EXTRUDED PVC GLAZING BEAD (KEEPER) #2317 - (0.062 WALL THK.) PVC I I EXTRUDED PVC GLAZING BEAD (VERT. & HORT.) #2217 (0.06Z' MIN. WALL THK.) PVC L.G, 12 OPERABLE SASH LOCK z 13 SASH KEEPER #2240 STEEL 14 FIXED MEETING RAIL REINF. (TOP) 0.060" GALV. STL. STEEL STEEL 15 FIXED MEETING RAIL REINF. (BOTTOM) 0.060" GALV. STIL. 16 LOCK RAIL RENE 0.046'GALV. STIL. STEEL 150" E 17 BOTTOM LIFT RAIL & SASH REINF. 0.06CY'GALV. STL. STEEL ou 18 WINDOW SCREEN 19 2x WOOD BUCK (SG > 0.55) W(YO —D 20 1 /,f'SHIM MATERIAL WOOD 21 WEATHERSTIR IP PI LE W/19 IN . 187 x .270, LOCK RAI L & SAS H (U LTRAFABI 22 WEATHERSTRIP PILE WIFFIN. 187 x.230, FIXED MEETING RAIL (ULTRAFAB) ;eatherstdp pile w1fin CZI I zw 23 WEATHERSTRIP PILE W/FIN.187 x.150, SILL (ULTRAFAB) ed ee!y Rail Bottom Z 24 WEATHERSTRIP VINYL BULB.187 x.376'0 (AMESBURY) !ja (L 25 1 #10x I" SMS STEEL U 26 GLAZING COMPOUND (DOW# 1199) SILICONE Ad 27 #8 x Z'PHILUPS PANHEAD SHEET METAL SCREW (NAILING FLANGE) STEEL 28 #8 x I - I /Z'PHILLIIPS PANHEAD SHEEr METAL SCREW (JAMB ANCHORING) STEEL 13 29 15 lbs. FELT (WATER BARRIER) FELT Ug—j o 30 EXTRUDED ALUM. BEAM MULLION SILVERLINE #2723 6063-T6 ALUM. 0 31 BEAM MULLION MOUNTING BRACKET SILVERLINE #2722 60&3-T6 ALUM-125" ALUM. 0 32 #8 x 3/4" PANHEAD SELF TAPPING SCREW STEEL >- 33 10 x I I/7'PHILUPS FLAT HEAD SHEET METAL SCREW STEEL .049' 34 1/4" x 2-3/4" PHILLIPS FLAT HEAD ELCO OR ITW CONCRETE SCREW STEEL 0.62 35 INTERCEPT SPACER STEEL iff I & sask Lockall I—,\ Extruded PVC Gla2ing Bead MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 0 16 ..... . .. 36 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE &RO.—Finforcement �(lnt.,I.G�k) *THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY z EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC D(TRUSIONS". 2 Ln u 35 1/8" ANNEALED GLASS lz AIR SPACE 1/8" ANNEALED GLASS z IP; I a 5/8" OVERALL 7/16'GLASS BITE 26 GLASS THK. DATE I I/ 19/0 8 SCALE'. N.T.S. DWG. BY-. DWS CHK. BY- LFS DRAWING NO.: FL-6163.2 00 — I smar 01`_�j_ Ig R W R W Building Consultants,, In.c. Cons*ulfirig and Enginee�'iiig Services for thel.Building Industry B C P.O. Box 230. ValH0,I'L 33595 Phon&813.659.9197 Faicsimile1813.75419989 Florida Bonrd.of Pro fessional'En uineers Ceftificafc of* Autborization No. 0813 Product Evaluation Report Report No.: FL 120.618.4 Date: January 28, 2009 Pi4odu ec, ,,qt Cat ory: Windows Product Rtb-categuryo- Slingle Hung Product Name.. Series. 2100 - Model 2111 E-xaruded Vinyl Single llungVind'ow With Flange "'Non Impact"' Manufacturer. SilverLine Buildina, Products Corporafion C? One Si i I ' verline Driv.6 'North Bruhswick, NJ 08�902 Phone — 732,435.1000! ,$cope: Thistsa ProdubtEval.uationrepoi;t.isst,ied.bvRWBuild.ing.Coiisuttaiits, Inc. andLyndonF. .Schmidt, RE —(System ID 4-19,98) for SilverLine-BuildiniT Products based on Rule Chapter No. 913-72,070, Method I d of the State of Florida Product Approval, Department of Community Affairs�Florida Building Cbramissioi . i. RW Buildilip� C6nsultants� and Lyjidon F. Schmidt, P.E. do not have nor will acqu iro financial ty Vo V interest in the company Mall Ufacturb ig or distributing tho product or in any other enti in 11 'in the approva) process of th.eproduct'nanied herein. This product. has been eval Liated: for use in loications adhering to Me Flori da"Bul Iding Code (2007 Editioh). S6e.QtaNA,in9N6..: FL 12068A prepared by R W Building QpTisullaht8. Inc. and sign y p4 and sealed by Lyndon F. Schmidt, P;E. (171, # 43409) for specific use parameters, Ly0don F, Schmidt, P.E. .FL'No.,43409 January 28, 2009 ,Pr 1449 Sheef I of 3 Limitations I.. Thi.,qPrQduetba&bcc:.iicvalLi�ted and�is in complianec wiffithe 2,607 Florida Building Code II structural leLiuireinents.excludilic,,'tlie "High Velocityll i one urricane Z 2. Productan.chors shall be as listed and. spaced as.shown on details. Anchor embedment to base itaten'81 shall be be.yond Wall dressing or stucco. I . 3. -When used in areas requinng-wind borne debris prQte.e.tion,'this, product, is required to be protected with an inipact resistant covering that complies lArith Section 1,609,.1.2' of the Florida -Buildhig, Codci 4. For 2x'Stud kaniffig consmiction, anchoring of these units shall be the �sarne as that shown for 2x buck masonry construction 5. Site conditions. that deviate. from the details of drawing FL-120,68.4 require further engineering analysis by �aliccnsed. enginebr or registered architect. 6. SeedraNvin FL-12068-A fousize and designpressure'limitations. . . .9. Lyiidbn F. Scllrnjd� P.E. FL N6. 43409 Januaty 28. 2009, PF 1449 Sheet 2 of 3 Supporting Documents - A Drawing I Drawing.No; FIL I N68Aprepared by,RW'BuildingConsultanis, hic. (FloridaBoard of" Ptolf�gsjonzfl Emlineefs Cerfificate of Authorization No. 0813) sigpled aii.d.sealed by Lyndon 7 F. Schmidt, P.E. B Tem Perf6,Tfii,ed I Testing per AA-MA%/WDMA/CSA I 01,/I.S.2`/A440-05 as performed by Architectural g,llic.a:iidro-l),ortdd�inte'st,,rei)Qit:iiifiiib6r.AT17�077.'01-109--!,I.si_oiiedb�!MicliaeI D. Streinniel, P.E. Ing 2. Testing per AAMA/WDMA/C.SA bv ArchitocturalTqsti Inc. and. reported in test report number ATI 74450,01-10,947, signed, by Michae'l, 0. 3, Testina per. AAM'A/Wt).MA/CSLA I OULSI/A440-05 as perforniedby Architectural Testing Inc.. and, ropoiled i)i.telst report number 64.764,01-109-47' signed by Michael D.Stremniel P.E. C Calculai ions 1. Prodtf.dt'anchoring, is in accordance, with fqan�.tfadurer's ppblished recam.niendations as - substantiated by tested specimens reported -in test report uumbers ATI 70'077.Ql-1 09-47, ATI 74450.01-169-47 and ATI 64764.01-1.09-47. 2. Buck anchor analysis -for.loading.conditio-ns�,-prepared,.:sigiic.d and scaledby LyndonF. Schmidt, P'E. -, I �D I Certificate Of PA17tiCipAtibn ismied�y Window'and Door Ma,i,ibfa.ttt,it.e.rs-A-ssooi'P,tioii. ce�rtifying,that SilverLine Building Products,is manufacturing products within a quality' assurance progtaili that complies witl,.ISO/18C 1701.0'and Guide,53. Lyndon F'Sclimid�, P.E. VL No. 43409 January �28, 21009 PF 1449 S lim I 'of 3 ,mlverUne WIN DOWSaDOORS an Ande,rsen Compony I SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 SERIES 2 100 - MODEL 2111 EXTRUDED VINYL SINGLE HUNG WINDOW W1 FLANGE WOWIMPAcr GENERAL NOTES 1. This product has been evoluated and is in compliance with the 2OD7 Florida Buildiag Code (F8C) structural requirements excluding the "High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wait dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to�be protocte,d With an impact resistant covering that compries With Section 1609.1.2 of the FBC- 4. For 2x stud frorning construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviiate from the detalis.of this drowing require further engineering analysis by a licensed engineer or regMered architect. TABLE Of CONTENTS SHUT* DESCRWHON I TWicol elevation, desig� _p[_ notes 2 Horizontal & vertical cross sections 3 Buck & frame anchoring 4 BIII of materials, glazing detail & components 53,25'MAX. OVERALL ILANGI WIDTH 5ZO(r MAX. OVERALL RAME WIDTH D 3 0 0 X RMA 37.25" x 63.2F' 36.W'x 62.00" 31.69' x 28.0(r GJ +50.0 -50.0 46.25" X 43.25' 45.00r X 62�W* 40.69" x 28.00" +40.0 -40.0 53.26'x 74.25" 57-00" X 73.W i 47.69" X 33.50" +30.0 -30.0 M Z E A 2 Id W. FL-11068.4 v _L air .4 1-114'MIN. EMB. TYP. HORIZONTAL CROSS SECTION 2� EXTERIOR INTERIOR r3'�\ VER77CAL CROSS SECTION INTERIOR EXTERIOR Shown w/IX sub -buck substituting concrete screws for screws per Secetion 1714.5.4.2 of the FBC NOTE: 1. LOCATE OPERATING SASH LOCKS 7.5" FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8 x 3/4' SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.5'FROM EACH END OF THE MEETING RAIL, FASTEN WITH (2) #6 x 3/N'SCREWS. EXTERIOR 11 JL____r,� INTERIOR � �2 VERTICAL CROSS SECTION 0 fr\ z z 'o E So �:E z E. 1127109 LE. N.T.S. BY: AL MING NO.: FL— 12068.4 :ET 2 OF 4 5' 2X BUCK MASONR' OPENIN( BUCK ANCHORING MASONRY 6" MAX. W1 2X BUCK INSTALLATION 23 2X BUCK W/ I X BUCK 28 INSTALLATION TYP. HEAD, FRAME JAMBS & SILL MASONRY OPENING CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: ..... . .. . . . . . . . ............ ........... ... . ...... ........................ .............. . ........ ...... .... ........... . ..... ....... .. ..... ....... ........... ........... ..... . ...... ..... .......... ........ .................... . . .. ... ... ... INIMUM . . ........ . . ... ... .. ... . . .......... ... ......... ................... . . .............. .... .... .................. ......... ........... .. ..... ... ....... .... .... .. . .......... .... ...... . ........ . ......... ........ ... ............. ............................ ....... ...... .. ... .. .... . ........................... . .. . . ....... ............................ ....... . . .. .. ..... - ......... .... .................... ................. - - ........... ............. - ................... ................ ...... — .. ....... .... .... ................ ... ................... . .. .... . . .. .. . .... ................ ...... ......... . . 2-1/2" S, ...... ....... . ... .. .... ... 114" 1-114" 11. 4!' *Note: This anchor not required for frame width < 4Z' q 0 0 z 0 Z 0 5 �i 10 W C, Z U, LE- N.T.S. 2 Erf-. AL L BY. LFS ANG NO.: FL— 12068.4 00 — N :Er 3 OF_±_ Q BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME #52-2611 PVC 2 EXTRUDED PVC SILL #52-2613- PVC 3 EXTRUDED PVC GLAZING BEAD (INTERLOCK) #52-3557- PVC 4 EXTRUDED PVC MEETING RAIL #52-2907* PVC 5 EXTRUDED PVC TOP RAIL #52-2908* Pvc 6 EXTRUDED PVC BOTTOM LIFT RAIL #52-2949- PVC EXTRUDED PVC STILE* PVC , EXTRUDED PVC GLAZING BEAD (KEEPER) #52-2317* PVC 9 EXTRUDED PVC GLAZING BEAD (VERT. & HORT.) #52-2217- PVC L7 10 OPERABLE SASH LOCK I I SASH KEEPER STEEL 12 FIXED MEETING RAIL REINFORCEMENT #51-29)9 STEEL 14 LOCK RAIL REINFORCEMENT #51-2821 STEEL 15 BOTTOM LIFT RAIL & SASH REINFORCEMENT STEEL 16 WINDOW SCREEN 17 WEATHERSTRIP PILE W/FIN .187 x.270, LOCK RAIL & SASH (ULTRAFAB) 18 WEATHERSTRIP PILE W/FIN .187 x.230, FIXED MEETING RAIL (ULTRAFAB) 19 WEATHERSTRIP PILE W/FIN .187 x. 150, SILL (ULTRAFAB) 20 WEATHERSTRIP VINYL BULB . I 87'x .375" 0 (AMESBURY) 22 GLAZING COMPOUND (DOW #1199) SILICONE --�3— #8 X 2- PPH SMS 24 114'X 2-3/4'ELCO OR ITW CONCRETE SCREW STEEL 25 2X BUCK SG >= 0.55 FSTEEL WOOD 26 1/4'MAX. SHIM SPACE 27 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE CON I IN'X 2-3/4" HWH ELCO OR ITW CONCRETE SCREW STEEL I X BUCK WOOD INTERCEPT SPACER STEEL * THE AVFKOVLD WHIII: KI(31L) FVU t:Xlt:KIUK ItAlIKUNUNS t-UK YVINUUVV,) AKt: iU bt: rKuuIJt-tL) BY EXTRUDERS LICENSEES IN "AAMA-CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 2.69"—' 0.05.5' 1.16" �2 cs EXTRUDED PVC MEErING PAIL V—j-- 5/8"OVERALL THK,. GLASS 1/9'ANNEALED OIL c AIR SPACE 1/8" ANNEALED 7116- GLASS BITE 0.67" 0.0 8 LOCK PAIL TOP 0 2 147.einforcement 0.065' T- D 0.911, EXTRUDED PVC TOP RAIL T 0.049- (S�LOCKMEETINGRAIL Relnforcement 0.91" z.- 0.06,V zr-�V - - 1 1.16" EXTRUDED PVC BOTTOM LIFT RAIL cli 7 0.87- r.'\ EXTRUDED PVC GLAZING BEAD EO 0.79" En LXTRUDED PVC GLAZING BEAD 0.79" 1 LL 11 T r.-'\ EXTRUDED PVC GLAZING BEAD C5 0.74" 0.06" 89 ,fflOM Ll.F1 RAIL & SASH M0.07 LLa T- EXTRUDED PVC S77LE s". o z 0 M. z: t o ro C-) Ad cn 0 t 13Y.. AL BY. LFS ,WNG NO.: FL- 12068.4 rr _L OF 4 R w R W Buildillig Consultants, The. Consulting- and Engineering- Services for the Buildin-Industry- B C P.O. Box 230 Valrico.. FL.33595 Plione.813.,659.9197 Fusimile811754,9989 F lorida, Board �of Professional Engineers Certificate of Autborization No. 98 13 Product Evaluation Re -Dort Report No.: FL 12o68.1,4 Date: January 28, 20'09 Product Category,: Windows 'Product sub -category: Single Flung Product Name- S&ie ' s 2100 - Model 21111 Extruded'A/inyl Sing e Hung Window With Flange "Non. Impact" Manufacturer: Silverline BuildingProducts Corporation One Silverli,ne'DriVe 'North Brunswick,,NJ 08902 Phone — 732.435.10'00 Scopi�: This is a Product Evaluation report issued by R W-'Buildin,i-ConsU!tiiiiW,.,Iiic. and Lyndon F. Schmidt, P.E; (System M # 1998) for Silver-lineBuilding.Products based on Rule Chapter No. 9B-72.0761 Method I d of the State of Florida Product Ap'proval�.Deparfinent ofCommuriky AffAirs-Florida Building Commission. RW Build hig: Corisu Itaritt and Lyndctri F'. Schmidt5 P.E. do.Aot have nor wil I acqtdr& ' finabc ial interest. in -the company manufacturing or distributing the product or in any other entity 1fivolved: in the. approval process of the product named hercin. This product has been evaluated. for use in locations adhering to the Florida Building Code (2007, Edition). See. Drawing No.: FL 1-2068.14.prepared �y R'W Buildifig Consultants, Inc. and signedand sealed by Lyndon F. Schmidt, P.E. (FL #43409) for specific use parameters, L9 I -I- �- Lyndon E. Schmidt, P.E. VL No.43409 January -2.8,2000 Pr 1449 Sheet I of.3 M Limitations I. This product has.been evaluated and isin compliance with the 2007 Florida Building Code. (FRC) structural requircilient5 including tfic 9-1i ah Velocity Hunicane Zone" (HVI-I-Z). 2, Product anchors shall be as listed, drid spaced as, shown or�.details. Aiiclior enn.bedi-nent to base materiall. shall be beyond wall dressing. or stucoo. 3. When used in the "11VIE". this. product,is required to.be protected with an finpaet,rcsistalit covering that complies with Section 1:62.6 of 'the Florida Building Code,. 4. Wbin ustd Area.-, outside of the 'WH7" TeqU* nincr Wind borne debris. protection, this product is. requir d to be, protected with an .1m. act resistant covering -that complies with P �p Section 1:609.1.2 of the Florida Building.Code. stud.ftalhilpg construot�on, aneboring of these units q., all be the same a. that shown for 2-x buck masonry comtruction. 6. Site -conditions, that deviate from the details -of drawing FL 12068.14 require ftulher engineering analysis by a licensed, eDginder or rcgistered architcct. 7. This product meets water infiltration requirements for "HVHZ". S. See, drawing FU 12068.14 for size and. design:pzessure limitations, PF 1449 bi_� Lyndon F. Schrnidi, P.E. FL No. 43-409 Ja.nua.ry'28, 2009 Sheet,2 of 3 Supportift Documents A Dra*ing. I Drawlng.No. Fl. f206914prepared by R W Btii.],dingCoiistiltaiifq.,liic- (Florida,Bnard of Ptokssional Engineers Certificatezof Authorization No. 9813) signcd �jld scalod by Lyndon' F. Schmidt, R.E. B Tests Performed I Testing per TAS 202-94 as performed bY Architectural Testing, Inc. and reported ill Lest report IlUmber ATI 0:1 -444510.1,,signed -by Josepli-A. Reed, P.E. 2. Plastics ttsting-in accordance with the "High Velbeit Hurricane Zone'" stibstantiated�bv C� I � . I . y Issuance of Mianii-Dade Notice of Acceptance 07-091'�.10.. Q Calculations 1. Product anchoring is in accordance wiftinanufacturer's published recommendations.as substantiated by tested specilliens reported in test report number ATI 01-444510 1. Buck-me.hor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. -ed by, Lyndon F. Schmidt, P.E. Glass Load Resistance Repot.. ASTM E1300!prepp.i D Other I Certificate of Participation issued. by Window and Door. Manufacturers Association, certitvilig that Silverline,Building Products is manufdctitring product withina quality assurance prograrn that complies with ISO/IEC 4 70M zild Guide 53. bj� SdIlinidt. P.E. F1, No. 43409 Jaiivary 2 _8,2009 PF 1449 Sheet �'Qf 3 Slflverbone�" WINDOWSoDOORS W11 o I Andersen "ornpiciny 1 SILVERLINE DRIVE, NOR71-1 BRUNSWICK, NJ 08902 SERIES 2 100 - MODEL 2111 EXTRUDED VINYL SINGLE HUNG WINDOW W1,FLANGE 'WON-wmcr GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 2007 Florida Building Code (FBC) structural requirements Including. the"HighVelocity Hurricane Zone" (HVHZ). 2- Product anchors shall be as listed and spaced cis shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the WHE'this product is required to be protected With an impact resistant covering that compiles with'Soction 1626 of the 2D07 FBC. 4. When used in areas outside of the "HVHZ" requiring Wind bome dews protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1 �2 of the FBC. S. For 2x stud framing construction, anchoring of these units sholl be the some as that shown for 2x buck masonry construction. 6. Site conditions that deViate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHr. TABLE OF CONIEM ..Jnff # MCRIP71ON - I T� � Pical elevation, design pressures & general notes Horizontal & vertical cross sactions —2 3 Buck & frome anchoTinq 4 Bill of motedoN. glazing detall & components 53.25MAX. OVERALL FLANGE WIDTH 57-00r'MAy, OVERALL FRAME WIDTH 0 z 01 x 5 M 1giTypeg 37.25" x 63.25" 36.09'x 62-00" 31.69" x 28.W' +50.0 -50.0 G1 53.26'X,43.25" MOW x,62.W' 47.69" x 28.09' +35.0 -35.0 R i go q-5 (L 9 :23" -, Zoo R 0. 0 E 1 5 d 1E 90 H Q . �e 0 IDWO. ft AL I !BY. LFS NO NO.: FL 12068.14 1 4] 1i;T --L A- 1-11,C'M[N. EMB. TYP. 4 4T cd �_- I 28 28 �E�� --Jul L___1 =4 26 22 !10� 9 22 1 EXTERIOR Gl INTERIOR 9 EXTER;IOR; GI INTERIOR P'S4EE' 0 E 2 10 17 VERTICAL CROSS SECTION I 2� Shown w/IX sub -buck substituting 8 _ concrete screws for screws per Secetion 1714.5.4.2 of the FBC n NOTE: 1. LOCATE OPERATING SASH LOCKS 7.5" FROM EACH END OF THE ACTIVE MEETING RAIL FASTEN WITH (2) #8 x 3/4' SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6,5'FROM EACH END OF THE MEETING RAIL, FASTEN INTERIOR WITH (2) #6 x 3/4"SCREWS. EXTERIOR HORIZONTAL CROSS SECTION \. �2 K_2_'� VER71 CAL CROSS SEC17ON 6 tj Z. .2 a: IF E 5 "2 E lz o . (X U o r= 0 Ad 2 zv) uj Q:u m o x DkTE.- 1129109 3 saAM N.T.S_ DWC. BY. m CM BY- LFS Ir DRWNG NO-- 0 FL-1206B.14 E3 a SHEEr _L OF_±_ ....... ......... ................. ............ .................... ............. ..... ....... .. .. .... ........ .......... ....... ....... ..... .... ... ............ .... .. ................ .......... .... ...... . . ... ..... .. .. .. :.= ........... ......... ......... .......... .. ... ............. ................ .......... .... ....... ............. ......... . ... .... ................ .. ................... I .......... ............ .... .z ........................... ........................ .............. ...... ................... .......... . . . . ..... . . ............. ...... ..... ....... ........ - . .. . .... ... .... ... .. . . .... ...... ......... ................... ... .. ..... . .................... .......... .... .................. ............ . ................... ... .. . ... ... . . ............... ...... .... .............. 1-1/4�' .... . . . ... . . . .......... .......... .... ........... .... 1/4 r BILL OF MATERIALS I'TEM DESCRIP17ON MATERIAL I EXTRUDED PVC MAIN FRAME #52-2611 PVC 2 EXTRUDED PVC SILL #52-2613' PVC 3 EXTRUDED PVC GLAZING BEAD (INTE LOCK) #52-3557- PVC 4 EXTRUDED PVC MEETING RAIL #52-2907* PVC 5 EXTRUDED PVC TOP RAIL #52-2908* PVC 6 EXTRUDED PV� BOTTOM LIFT RAIL #52-2749- PVC 7 EXTRUDED PVC STILE* PVC 8 EXTRUDED PVC GLAZING BEAD (KEEPER) #52-2317- PVC 9 EXTRUDED PVC GLAZING BEAD (VERT. & HORT.) #52-2217- PVC 10 OPERABLE SASH LOCK I I SASH KEEPER STEEL 12 FIXED MEETING RAIL REINFORCEMENT #51-2919 STEEL 14 LOCK RAIL REINFORCEMENT #51-2821 STEEL 15 BOTTOM LIFT RAIL & SASH REINFORCEMENT STEEL 16 WINDOW SCREEN 17 WEATHERSTRIP PILE W/FIN , 187 x.270, LOCK RAIL & SASH (ULTRAFAB) 18 WEATHERSTRIP PILE W/FIN . 187 x.230, FIXED MEETING RAIL (ULTRAFAB) 19 WEATHERSTRIP PILE W/FIN . 187 x. 150, SILL (ULTRAFAB) 20 WEATHERSTRIP VINYL BULB. I 87"'x.375'0 fAMESBURY) 22 GLAZING COMPOUND (DOW # 1199) SILICONE 23 #8 X 2'PPH SMS STEEL 24 1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL 25 2X BUCK SG >= 0.55 WOOD 26 1/4!'MAX. SHIWi SPACE MASONRY-3 ' 192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28 L7 1/4" X 2-3/4" HWH ELCO OR ITW CONCRETE SCREW STEEL 2 9 IXBUCK WOOD 30 INTERCEPT SPACER STEEL ;[ME AFFROYd) WHI]ILRIGIDI'VC EXTERIUR LXIKUSIUN� �QR WINUUWbAl(t I U bt FKUUU(-t:U Y EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID FVC EXTRUSIONS". 2.69"- 0.035" C4 H Ot r-117-10=3 t-"\ PVC MAINFRAME 2.69"'. T V In r.-N, —PVCSILL Kf/- F, 1. 16" r , F, C? PVC MEE f , EXTRUDIED MNG RAIL 7116" GLASS . BITE e-gA�� 0.67- 0.0 - LLO CK RA 11.1.0 P 12 Reinforcement 0.06Y r-,-',LEXTRUDEDP TOPR-Ak 518" OVERALL THK, GLASS 1/8"ANNEALED AIR SPACE 1/8'. ANNEALED 0.8" T 4i'- u4s- (s4LOCK MEETING RAIL einforcement 0.91, 0.064" 16" ('7'\-EXTRUDED PVC BOTTOM LIFT RAIL d 0 I— i F! 0.87, ]7l IDED PVC GLAZING BEAD 0.79" EXTRUDED PVC GLAZING BEAD �K.e 0.79" T-T N EXTRUDED P-VC- -GLAZ�INGA to n C5 2 M U PAIL & SASH 010, c e Z r Z, Q c, n 0 -ica t CX4 a 1.19" 0.07' tDwo. /', �EXTRUD D �PVC STILE 1191 I IZI 1129109 N.T.S. ey: AL CHK. BY: LFS ORM"a No-. FL- 12068.14 smar 4 oF 4