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Home My WebLink AboutSUBMITTED PAPERSPermit Number: St., Lucie County 8C4NNED Building &'Zoning Department By 230C*Virginia Avenue LUCIE? county Fort P* ierce, FL 34982 772-462-1553 EEO APPLICATION FOR REPLACEMENT OF /-\I 0 WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS SEE REVERSE SIDE FOR INSTRUCTIONS DATE: f_-4� -3LI qq7 1. LOCATION/SITE ADDRESS: 901? Ak 37A -S f 7 2. PARCEL ID NUMBER: ?L 4 o Z 4 0 007 - 000 - I 3. 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION Name:A V1 -10, k U; 7- Address: 'p-ce C4,- City: —State: —FL— Zi P.: 3 q q Lf 7 Phone: -7'7:) 71 - 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: C k( , cq ( , U5 CountyCert#: R_454(b Business Name: i ND A i- �(orne, _<d Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 1130 mph 1140 mph Windows & Skylights Exposure B I -I- '42r f �,'Jvert-�,e lei L/ Expos4e C I Overhead�,,Parage Doors < 301 - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size, $ q 5L, 7. VALUE OF CONSTRUCTION: q FEES DUE: RECEIPT: OWNER'S AF,F]DAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. AC%_W-Sj14%-/1 4YA:;� & PRINT QUALIFIERS/OWNERS NAME . SIGNATURE OF QUALIFIER/OWNER STATE OF FI:ORIDA, COUNTY OF ACKNOWLEDGED BEFORE 1,�Is 77 DAY OF 0 :7 20--Y, BY HASPRODUCED AS IDENTIFICATION. SV14A1URqE TARY PJF6 Y PI Y PUBLIC WHOI(PERSON LfKNOWNTO EORWHO "50 TYP50R PRINT NAME OF NOTARY COMMISSION NUMBER NRY �ELLY JULIAN KISOR .:.,NOTARY PUBLIC STATE OF FLORIDA Comm# DD0952293 Expires 3/10/2012 N ST. LUCIE COUNTY Vinyl Siding NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT % []Attach 2 copies of the NOA or Florida approval with details to the product being used. I 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 un4r a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. 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 under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie dounty contractors registration munbers, and the name of the business doing the work. i�' 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost,of construction includes all material and labor costs associatedwith the building/construction activity. The value of construction is �sed to determine the amount of permitting fees to be assessed. St. Lucie ('n"nt rPcPrVPe the r; ht tn "Petinn nnrllnr mnfj;fxi tlip ;nrUnnt-1 value of construction if it is demonstrated that the submitted. figures are not consistent with similar types of construction. All applicati�ons for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2SOO Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Depaftment no later 4:30 P�M. each business day. No applications 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 Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), -Monday through Friday. k Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. SLCCDV FORM 140: 006-05 Property Appraiser - St.Lucie Mty, FL PROPERTY R�CORD CARD <<Prev Next >> .pec.Assmnt Anna Ruiz-Sisco Record: I of I Proper ty Identification Site Address: 208 N 37th St Sec/Town/Range: 08:35S:40E Map ID: 24/08N Zoning: RS-4 Page I of I Taxes Exemptions Permits Home Print 0 ParcelID: 2408-242-0007-000-1 Account#: 20049 C6 k o/_ Land Use: SF Res S City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner�. Anna Ruiz-Sisco John W Stamm 8 35 40 N 75 FT OF S 300 FT OF W137 FT OF S 546 FT OF N 726 FT Address: 208 N 37th St OF SE 114 OF NW 1/4 (43-F) (0.24AC) Fort Pierce FL 34947-2504 More... Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 42700 Land Value: 7300 Acres: 0.24 4/6/2010 0111 SID 3201/2945 Assessed: 42700 Building Value: 35400 4/6/2010 24000 0112 SID 3187/0445 Ag.Credit: 0 Finished Area: 1211 SqFt 1/12/�010 100 0112 WD 3161/2288 Exempt: 6/19/2009 100 0112 CT 3153/1700 Taxable: 11125/2002 68000 00 WD 1619/2065 Taxes: 887.46 3/1/1984 39000 00 Cv 0426/0877 4/111976 27000 00 Cv 0251/0394 BUILDING INFORMATION Exterior Features View:' RoofCover: SA - Asph Shingle RoofStruct: GA - Gable ExtType: HD -HD YearBit: 1963 Frame: Grade�._ D-D EffYrB[t: 1963 PrimeWall: BP - Conc Block StoryHght: 0010-1 Story No.Units: I SecWall: I nterio! ; :Features BedRo6ms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 1 HeatType: FHA - FrcdHotAIr AvgHt/Fl: STD 1/2Bath- 0 HeatFuel: ELEC - Electric Prrn.Flors: CU - Carpet %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 Depth FEN4 - CHAINLINK4' Y 1 540 AV AV 1980 1 0100-SF Res BI -Front Ft 75 137 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. h-ftp://www.paslc.org/prc.asp?prelid=240824200070001 6/23/2011 01 .12pm FROM- .�hnna Ruiz-6isco Record: I of I Property Identification Site Address: 208 N 37th Si Set1T*wn1Ranqa: 08:35S ADE map 10: 24108N RS-4 OwnershIP and Mailing PROPERTY RECORD CARD .94:prev Next �a. $pec.As4mn% Taxes F-Umptions Per I mits Home Print psrowlD.. 240,8-242-0007-000-1 A== #: 20D49 Land Use: SF Res CitylCrity, St Lucie County Ac'. owner., Anne, Ruib-SiSad John W Stamm Addrasm 208 N 37th St Fort Pierce Fl. 34947-2504 t6les Warmation Date FYice Codc 4/612010 0111 24000 0112 100 0112 6/191009 ion 0112 1125121102 68000 00 311/1 W 39000 00 N, 41111976 27000 CG Deed Book/Page SP 320112946 SP $18710445 WD 316112288 CT $15311700 WD 161912065 ov 042610877 ev 025110394 Legal oescrllptlon 8 35 40 N 75 FT OF S. 300 FT OF W137 FT OF 8 $46 FT OF N 726 Fr OF SE 114 OF NW 114 (43-F) (0.24AC) Assessment 2010 Fitial Total Land and Building 2010 Final. 42700 Lznd Volve- 730 Acres�.Q.24 Asseswd: 42700 Building Zue. 3500 7. A9. Credit' 0 Finished Area: 1211 SqFt�,,�; Exormpt- Taxable; Taxew. WAS BUILDING INFORMATION 6terlar Features "I W: $A - Asph Shingle RoofStruv, - GA - Gal6le extType: HO-HD YOVEHL: 196$ Frame! ra d e, D-0 EffYrEll; 1963 Prifflawall: BP - Con'o Block PloryHght: 0010 - I Story No -Units: I Seawall; Interior Features BedRooms: 2 Eleettim MX - MAXIMUM PtmlntWall- DW - D�Ywall F 1 HwtType; FHA . FrcdHoLAir AvgHt/Fl., STO 0 Heatpuel. ELEQ - FlectrIc Prin.Flefs., CU, - carint IYONC, 100 100 %Sprinkled. 0 Special Features and Yard Items Land Information 'T�pe Y/S Qty,� Units Qual. Cand. Yralt. No, Land Use Type Measure FEN4 - CHAINLINK41 Y 1' 540 AV AV 1980 1 (1100-SF Re* 81 -Front Ft. 75 THISINFORMATION IS BELIEVED TO eE GORRECTAT THIS TIME BUT IT IS SUBJECTTO CHANGE AND ISNOTWARRANTED Depth 137 http://wvvw.pasle.org/prc.asp?prclid=240824200070001 5/31/201,4 05/29/2012 02:08 5214 STLUCIECOUNTY, PAGE 01/01 May. 29, 20121 21OPM �5 Construct !on L No. 6017 P I ST LUCIE COUNTY �HuE 01/01 G AND DEViLOPNENT SRRWCES DEPAR"WNT BaUding and Cade Rep1ming )DIvi'afell MVMGMMALVE. VOIRMIAMMM A06 ;.01-PS, bL AM UQMSTM REMMDF0'lMAQ=' 1 UrMERSTAND TUAT I MUST SMIYULE AND PA$9 ALL REQUMD MWECTIMS MR Ta MM To M FINAED. MUM I UNDWYAND THAT M IS A MIMMMMn& pEgWr Sfta t"M BROULD I NM IM CIMA )VASSING XMIEMON VUkMG My M MOMS PRMD DVMr, TIN nnVVAL IpIgRIOp, )(, DATE OFFLOAWX county ur Lorp, ACwQwLEDr.RD DMRR M rMS -a4 DAY -lay OR RAS FROV00 ASMENTMCATION. -SEAE JUUAN 108OR ff kalc OFFLOR113A f EM14=5 3 allojnlo FOR OMCE USA ONLY. - RENEWAL FEIZ; '30. arf OPIM bqwuow - +,rob) No. of Impectiong -ib- (% of opme 1"pectiolog). Origlanl,kermft Bee k--- x Open "Ceflow (Renwif . Fee). ExaM*:' - M '!' S175-00(Fermit fee) x,65(%)15 $113.75 (Renwol Fee) SLCpDMp.9V4a1a0ll Received Time May,29- 20 12 1:55PM No-6016 08/02/2011 09:10 40746,9?499 TEAM K5 C0NSTR,,9-7)EV UOSEPH E. SUITT 1;1 " *�TC ()p CIDQUXT COURT 5�%TNT LUCIE Ty OX 3 3 12 27U 0 363.4234 -11' 1 . PAGM .1,40, RacordQd OB/01/20111'1---��' 01:57 PM PAGE 01/01 5-6 � "" 7� 4 " Pe(mli Number 0() Porael ID Number 1'.2-05--22 �Zrqa.lo i I C, D-7 NOTICE CIP COMMENCEMUT StAteofpfo,14� - 'County of The undersilIned hereby Rives naywt that the IMrtPvment(zj will bft mnd& 'd 16ftni'l POW Prapeft ond in accordflftM with Chapter Ila, Flodda statutes, 1 p7r grlptrn vfthajam V. Amd OpApt aderPts If fiv0sb1g) r, 9 L 15 k /41 tv 7 tlan.,K�� L �N , :i:.-i, Lecilt A De%crjF "",p 711 do, A w 1,11TRE Ph0he Van llumbq ,4delffas 010 S Interest IN propettv,.0 4, Fee Simple Title HDIdar [if other thin owner shown glanveil Name—-__ Phvn� & fm roumb Addres 51 contractIff 'The Home Depot Phone &FhRNumbdf.- Boyntoo Seach F1,33426 ZN,maXJA Merl A frig Number dre Lander (11 any) NpRlqN^ Addrd,i%NIA Phohm & Fax Number_; 6. Porldris with the St2tv of Florida deggpiltdif by bwftpp upon who haticel or other domments may 6A fer�cd is provided by7l3,l$(1jtA)7,PIarIdaStJq0ja� Name PhofteMalcUumircr ----------- L Addrft.qA_ 9. kI AddITIM) to 111111felf or herFql(, OWhordeslKnitet the f'ollowing to tatelyo - copy oftho Llemor's Notlu at provided In 714,13111 (bj, Florida StAjurts, Name Phone & rollNumbe Address Ide Expiration dvdil.or pleitlex of col"Itt4acemarst tthe expiration doto IA, oaq Venrl fro in 06 dote of rgcording u4kis a dIff"raht clate.11 specified; I WARNING Y00WMI I ANY PAVMCNTt MAor by THE 12WNpq AMR yllp 11)(PtRAIJON- OF - THE -waince OF - COMMENCEMENT ARE CONSfOrlRED IMfPqj3pgR pAyMqNTS VNIDIA CHAPTTA na, Pw 1, SEMON STATI)TI7.9, ANE, 4:AN RESULT IN YOUR -PAYING TWICt FOR IMPROVEMENTS M YOUR PROP411TY. ' 4 N011Ct OF' COMMENCEMENT MUSrO&RECO111011 I POSUIp ON THE JOrl SITE 112FORI THE FlIU1T tIkE1IPErCnoJj. ife-you wrm To' PO'T' OBTAIN FINANCING C ULT -F1AI AllarINEY"FORP rQ1411MINONGWIP119 OR MORDING YOUR NOTICIP. 'r or gam !Z"RT F (ownerier art A. d Offlec r4rd 14— Swomto(orefflnned)indsutPscriLlnllltrforcmatl111,2—'�0,;y of !_�j6j_V_ 20.jL _AS itypo or Rlilhofity, c-la, 0171cer) tfusteft, AROffity IA Tfttt) for _, (nRmr.��rfy din behalf of hoin. Inslr(j -t.led. perSurinfly known to and or roduced a.' ra JI 11L mil n. Nalmy PublIG Stale of P1961M 4 eon 0 oollol*s Yfilints or V Empire- 111"MI11 - . Nty Corrimftlon U004117 20 AND - Verification pursuant to Section 1IRM, PlorTra Statutes. lbayardYejor. nd fl—thA ffietz gtntod — ir.o to the best 01MVlmQWIAaKPnnd belief. 1 , I Z' SWM OF R0,910A ST. LUCIF MUM TH ISIS TO Cr. RT1FYT1iATTNIS,'S � r— IN 'j, rj �s NJ 1E TRR. AND CARF 0 T'T H E GRI"INA 'a -1L ),--) By: D fi t 1 10 r wiv i" i P %mv- L- I --- —�- t WINDOW DIAGRAM SHEET I . . . . . I . . . . . I . . I d I I . . I . . . . . . . . I . . . . . . I I . . . . . . . . I . I I . I I I I . . . . . I . . . I . I . . . . I I . . . . . I I . . . . I . . I . I I I I . I I I . . . . . I . . . . . I . . . . I I I . . I . I I . . I . . I . ............... I. ........... ................. It I V I . I I I . . I . . . . CD d I ................. .......... ...... ........... ......... I . . . . . . . . . . .. .......... ............. . . . . . . . I I I . . . . . . . I . . I . . . . I I . . . . I . . . . . . . . . . . . I . LIM I . I . . . . . . I . I . . . . . . . . . . 1 1. : . : ... . : : : : : : ., , : : , : : .......... I . . . . . . . . . I n4i. . . .. . . . . I I . I YCIX 3 x . . x X . Mean Roof Height BuildingWidth n Rcqf Height Root Slop Building Length "2-05 6FC-R r I W cu <1 n r-- LO M ,Kr X <1 Ll- r-- LO co U3 0 Cq WINDOW CONTRACT AMENDMENT / CHANGE ORDER BRANCH. RCHASER -PU JOB 0. ORIGINAL SPEC SHEET#: The undersigned agrees to amend the Home Improvement Contract I Spec Sheet dated L-1 (the "Original Contract') between Home Depot arid the Purchaser i -k 1 -7— relatingloJob# and hereby authorize the changes specified belolar. d� rW dm-6, WINDOWS - CHANGES TO SPECIFICATIONS Add I Delete Room i Floor Line Item # 77= Q�y Style Seriies Color Openingi Sill Grids Window & Glass Options Increase I (Decrease) Width Height Ul Type Color Prattern Loc- Vert- Horiz OF— z 46-t-ZL Not Increase (Decrease) in Contract Amount7- The Contract Amount shall be amended as follows: Contract Amount' $ q,.5c)q Increase (Decrease) $ rd I P', Plus. Sales Tax2 $ IQ I A Amended Contract Amount $ ru jin- Less: Original Deposit Is Balance Due on Complatior0j$ Will the Installation be delayed?- I I Yes No DETAILS I COMMENTS: CkZ ib MEAZ Ar-1— SUBMITTEO BY: A f ) —1 ' -�LK es nsultant Date ACCEPTED BY: � �ry) A P10 cc 6 V E=: Purchaser EmAA11 liq�+&h,_,k-Date Purchaser Date APPROVED BY; 13SM. or BIM Date DSM or DIM Date CHARGE BACK INFORMATION applicable) CFEARGE TO AMOUNT REASON If.the Contract. h,asl3.eBni3rL-vfaiisiva.Friendec[, ass the amended Contracl.Amount�nqltha.orl Inal.Contract Arnount).._. It requfred by Stet�'oir local regulations. 3 Refunds wfli be given via the some melhod of payment as recalved. 7205W White -Branch Ffle Yellow -Customer Ship4o'-Location BOYNTON' #6o THDAHS WINDOW ORDER FORM Order Date 8/3/2011 PSG -Fax: 770-779-1315 lofl AMERICAN CRAFTSMAN MEAS. Grids Patterni Z Rough Open. 111 Location Style Series 0 (D 0 tp 0 X Tip o-Tip (Room/ Floor) Code" Code" 0 0 0 0 0 -1 a) > 0 Width Height In BED 1 Cas AC12 WHI 161/2 46 3/4 N/A L2� 1 BED 1 1 1 Cas AC12 I WHI 161/2 463/4 N/A 3 4 5 6 7 8 9 10 Prepared By Joe P. Customer Name Ruiz Job # - 5664766 Window & Glass Hinge Locations 2 Csmt, CPC, Bay, Bow, Patio & Garden Doors Viewed from outside, Lt to L R 'Grid Pattern MUST be indicated. For Csmts, CPC, Bay or Bow use "L" (Left), "R" (Right , "S" (Stationary). All doors: "S" (Stationary) or "X" (Operati g) for each panel. 0 Bay / Bow Garden / Doors Color of Window Door Wraps Bay Projection Bay Flankers Wall Thickness Seatboard Material Interior Casing 300 OR 450 DH or Csmt. (inches) Oak, Birch, White Roof Color Soffit Color CLAM or COL / Lin. P Li Li Li MANUFACTURER NOTES (Incl. Accessories) Use Item # to Identify Window JINSTALLER NOTES (Incl. Spec. Sheet Misc. Items) MAX. DP I No Charge (Parts) 100% Credit CRF 50% Credit CRF No CRF Required 4-29-09 IHB-L-W-VW-LB x LWII-- - 13CISHome I LogIn I User Registration I HotTopics Product Approval USER: Public User Submit Surcharge I Stats & Facts I Publications 1, FBC Staff if BCIS Site Map Links Search RrQdMjqt..APP..rQYa.1-ManU > R -...0 UE App c.... io ..... ............... b ..... .......... . -19- 1.- rod c H. at -n Searc > Applicati n L st > Application Detail q raw—, T'"" m7 SKU,�- " 'i - J7. t-L. # A pm Application Type Code version 3, Application Status Comments FEM - t Archived .. .I', Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative F—L 111-07 7-5 New 2007 Approved One Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbidgconsultants.com http://viww.floridabuilding.org/Pr/p�_app_dtl.aspx?param=wGP-VXQwtDqu3k5JzSanEoBsQbaVazq6rlr2bQtOSb`/`2bC711x`/`2buM... 7/30/2009 Address/Phone/Email Category �in �o-w Subcategory C��a—�s—e—me—�nt Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W. Evaluation Report Hardcopy Received Florida Engineer or Architect Name who Wendell W. Haney developed the Evaluation Report Florida License PE-54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By L.F. Schmidt, P.E. V! Validation Checklist - Hardcopy Received ........... Certificate of Independence FL1 .......... ................. . . .... . . ....... I .......... .... ......... ............. I .. . .. . ................ ...... . ... . ...... 197.7_11��OI CERT OF INDEPENDENCE..pdf 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 Certified By Sections from the Code http://www.floridabuilding.org/pr/pi�_app_dtl.aspx?param--wGEVXQwtDqu3k5JzSanEoBsQbaVazq6rlr2bQtOSb�/�2bC711x�/�2buM... 7/30/2009 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 07/15/2008 07/18/2008 07/23/2008 09/15/2008 Summary of Products IFL # IlModell, Number or Name Description 111077.1 �00 Model 7501 Extruded Vinyl Casement Window - (X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11077_R.O II INSTA 1-0.7-7.k.-Of Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party- Yes Design Pressure: N/A Evaluation Reports Other: See INST 11077.1 for Design Pressure Ratings, FL11077 RO AE AL 11077.1.0f ... . ................ . ... ........ . . . —E.- . . . .......... —E . ...................... ... . ........... ... . . . .. . ........... any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars_ i 7.2 1b. Series 7500 Model 7501 Extruded Vinyl Casement Window - (X configurat7ion) Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL 1 1-077.—ROJI—IN S..T�-.1l..11..O..71.7....�.2....,D-d..f Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11077.2 for Design Pressure Ratings, FL1 10.77 RO AE EVA..L.-.1 1 0.7.7 2-.-Of any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. (Note - ASTM E1300-02 utilized for areas inside the HVHZ) I Back I Next I http://w-ww.floridabuilding.org/Pr/p�_appjtl.aspx?param=wGEVXQwtDqu3k5JzSanEoBsQbaVazq6rlr2bQtOSb`/`2bC711x`/`2buM... 7/30/2009 "]N I g/P ill a, EXTRUDED VINYL CASEMENT WINDOW "NON -IMPACT" GENERAL NOTES I Thils product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zond'(HVHZ). 2. Product anchors shall be as listed and spaced as shown on detdils. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that cornpries with Section 1626 of the 2007 FBC. 4. When used in areas outside of the "HVHZ` requiring wind bome debris protection this product is required to be protected with an Impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing constructibrij anchoring of theseunits shall be the same as that shown for 2x buck masonry constructioni 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 CONTENTS SHEEF 9 DESCRIPRON I Typical elevations, general notes ond de�lgn pressures 2 Horizontal cross sections 3 vertical cross sections 4 Buck and frame onchoring up to ( 3TX 72) 5 Buck and frame anchoring (29'X 49") 6 Buck and frame anchoring (28'X 3111 7 ---- fiiuc� and frame anchoring (24'X 17) 8 1 Bill of materials, components and glazing detail 32.0l OVERAIL FRAMl 24.00"'X 19.00" 18.50" x 13.31Y, 2 GI +50.0 __50.0, 26.OV'x 31.0W 20.5V'x 25.W' 3 GI +50.0 -50.0 28.00' x 49.01V .22.SO" x 43.38" 4 GI + 50.*0 -50.0 28.1l 72.00" 22.50" X 66.38" 5 GI +50.0. - 50.0 32.00" x 72.0 26.50" x 66.38- 1 +47.4 -47.4 o o Ar a q > 5 LU 6 V) z Cn al� - E U, M < W T.S. 13Y.� ey.. FL— 11077.2 :ET _L or 6 R 1-1/47MIN. 9 EMB. (TYP.) H A ,3 A o c! -6 S Lj INTERIOR 00 5 3 2 ...... 0 00 EXTERIOR Fa GI 2 > 12 21 /'3"'-\ HORIZONTAL CROSS SECTION 1-1/4"MIN. I X Buck anchoring EMB. (Typ.)L EMB. (TYP.) Q 0 R 21 26 3 0 :Z z 0 INTERIOR INTERIOR 2! z t2 :E 5 GI 3 5 z !2 D 02 0 be zz 27 EXTERIOR EXTERIOR Ld tz 33 30 12 7 2 12 30 A 10 21 DATF- 7108108 25 25 SCAM N.T.S. D D ONG. BY.. CHK BY- WWH HORIZONTAL CROSS SECnON /2'�\ HORiZONTAL CROSS SECTION DRAMING NO.: FL-1 1077.2 SHEEr -q EXTERIOR V'MIN i FROM I" MIN. FROM MASONRY EDGE MASONRYEDGE (TYP.) (TYP.) UNICKIUK VERTICAL CROSS SECTION INTERIOR 4 41 4- '4' I MI N. MIN_ FROM MASONRY FROM MASONRY EDGE (TYP.) EDGE PP.) K VERTICAL CROSS SECTION 2 ZF 3� SEE NOTE I NOTE: 1 . ALUMINUM IN CONTACT WITH LIME-MOTAR, CONCREFE. OR OTHER MASONRY MATERIALS SHALL BE PROTECTED WITH ALKALI -RESISTANT COATINGS SUCH AS HEAVY -BODIED_ BINUMINOUS PAINT OR WATER -WHITE MEMACRYLATE LACQUER PER SECTION 2003.8A.5 OF THE FBC. 0 H A 21 z� 12 2 IQ 0 EXTERIOR 5 INTERIOR Ld t iz LOU 0' U) GI VER71CAL CROSS SECTION 3 j SHOWN W1 IX SUB -BUCK SUBSTITUTING CONCREM SCREWS FOR SCREWS PER SECTION 1714.5.4 * 2 OF THE FLORIDA BUILDING CODE. THIS VIEW REPRESENTATIVE OF HEAD AND JAMBS EXTERIOR INTERIOR CEO K ------- bi z a z u MIN MIN. DATE 7/08/08 z SCALE-. N.T.S. 1'� FROM MASONRY FROM AS6NRY EDGE (TYP.) EDGE (TYP.) Z 0: DING. BY: JK al CRK Dr. WWH r4_`� VERTICAL CROSS SECTION DRAWING NO.: m FL— 11077.2 C3 sHEEr :t 2X BUCK I X BUCK L TYP. SEE @ JAMB @ NOTE 3 SEE NOTE 2 SEE 8 4 TYP. SEE NOTE I TYP. @ JAMB 2X BUCK 2X BUCK !2 FRAME 0 MASONRY OPENING �i z —0 elm TYP. @ JAMB JCK TYP. SEE NOTE 2 FRAME -6 z* Z* zo; 0 r S q E fo �2 0 Q LUX 0 L': On MASONRY OPEN�� OPENING STRAP AND STRAP & ANCHOR ANCHOR SEE NOTE I K 24 (TYP-) 31 31 c�: JAMB JAM LOCKING POINTS REWNER SNUBBERS Shown in the locked position 5 locking points BUCKANCHORING 2X FRAME ANCHORING IX FRAME ANCHORING Masonry 2X buck construction Masonry I X buck construction 'Sash removed for clarity Sash removed for clarity NOTES: (37- X 7T) 1 714" Elco concrete screws require a minimum I clearance to masonry edges, a 1- 114" minimum embedmen t and a minim urn 4" clearon ce to adjacent top cons. Substitution of equal concrete screws from a different supplier may have different edge distance and cen ter distance requirements. Topcon locations at the comer locations may be adjusted to maintain the minim urn edge distan ce to mortarjoin ts. I f Topcon locations noted as "MAX. ON CENTER" must be adjusted to main lain the minimum edge distance to mortarjoints, additional topcons may be required to ensure the maximum on center dimension is not exceeded. 2. 114" I7W concrete screws anchoring trom& andlor sill require a minimum 2- 112'clearance to masonry edges, a 1- 114" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations at the comer locations may be adjusted to maintain the minimum edge distance to mortor-joints. If Topcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional tapcons may be required to ensure the maximum on center dimension is not exceeded. 3. 3116" ITW concrete screws anchoring frame andlor sill require a minimum 2-518" clearance to masonry edges, a 1- 114" minimum embedment and a minimum 2-114" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. , 6" (TYP-) E: 7/08/08 E N.T.S. Err- JK E C. BY: WWH 3 WING NO.' rL- 1 1077.2 'C C mT 4 OF 8 z 2X BUCK �� D SEE NOTE 3 TYP. @ JAMB — .1— 1 In zo zo > 4 10 7, 6.1 41 33 FRAME 25 E� P. SEE TYP. --:rY TYP. NOTE I �2 0 @ JAMB W @ JAMB 1 X BUCK TYP. SEE 2X BUCK < 2X BUCK NOTE 2 MASONRY MASONRY FRAME AA ONRY—::�.�, OPENING OPENING 0 S 0 :L— I PE"', STRAP & ANCHOR U, STRAP AND ANCHOR S K EE NOTE I Q:E 0 ITYP-) 31 yp (T 0 11J % JAMB JAMB RECAINER SNUBBERS LOCKING POINTS Shown in the locked position 2X FRAME ANCHORING 4 locking points BUCKANCHORING Masonry 2X buck construction IX FRAME ANCHORING Sash removed for clarity Masonry IX buck constructi n (28- X 49") Sash removed for clarity NOTES: 114" Elco concrete screws require a minimum I clearance to masonry edges. a 1- 114" minimum ernbedment and a minimum 4" clearance to adjacent topcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Topcon locations at the comer locations may be adjusted to maintain the minimum edge distance to mortarloints. If Topcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional topcons may be required to ensure the maximum on center dimension is not exceeded. 114" ITW concrete screws anchoring frame andlorsill require a minimum 2- 1/7'clearance to masonry edges, a 1-11,CmInimurn embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Topcon locations at the comer locations may be adjusted to maintain the minimum edge distance to mortarloints. I F Topcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarloints, additional topcons may be required to ensure the maximum on center dimension is not exceeded. 3. 3116" lT`W concrete screws anchoring frame andlor sill require a minimum 2-518" clearance to masonry edges. a 1-114" minimum embedment and a minimum 2- 714' clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. DATF- 710BIOS SONY, N.T.S. DWG. BY: JK CHK. OY. WWH DR&MNG NO.; FL— 110 77.2 sHEEr 5 OF 8 MASONRY OPENING 2XBUCK BUCKANCHORING ,--./ TYP. @ JAMB SEE NOTE 2 MASONRY OPENING 2X BUCK JAMB REFAINER SNUBBERS FRAME STRAP& ANCHOR n24 6. PP 2X FRAME ANCHORING Masonry 2X buck construction Sash removed for clarity 126'X31") Z, 0- 33 ------- TYP. @ JAMB SEE NOTE 2 STRAP & ANCHOR -S SEE NOTE 1 6" mi 0 MASONRY (TYP 0 OPENING IXBUCK JAMB FRAME LOCKING POINTS Shown in the locked position I 3 locking points III IX FRAME ANCHORING Masonry I X buck constructio, Sash removed for clarity NOTES: I . 114" Elco concrete screws require a minimum I " clearance to masonry edges, a 1- 114" minimum e mbedment and a minimum 4" clearance to adjacent topcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Topcon locations of the comer locations may be adjusted to maintain the minimum edge distance to mortarlaints. If Topcon locations noted as "MAX ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional topcons maybe required to ensure the maximum on center dimension is not exceeded. 0 z 2. 114" ITIN c ncrete screws anchoring frame andlor sill require a minimum 2-1/2" clearance to masonry edges, a 1-714" minimum embedment and a minimum 3" clearance to adjacent concrete DATE- 7/08/08 0 SCALE: N.T.S. screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Topcon locations of the comer locations maybe adjusted to maintain the minimum edge distance to mortarjoints. IfTopcon locations noted as "MAXON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, DWG. BY. JK additional tapcons maybe required to ensure the maximum on centerdimension Is not exceeded. CHIC Err.. WWH DRAWING NO.; 3. 3176" ITW concrete screws anchoring frame andlor sill require a minimum 2-51B"cloorance to mosonry edges, a 1-114"minimurin embedment and a minimum 2-114"cleorance to adjacent FL— 11077.2 concrete screws unless otherwise noted by concrete screw manufacturer. SHEET OF 8 2XBUCK IXBUCK 4 4 TYP. SEE NOTE I JAMB RETAINER SNUBBER TYP. JAMB NOTE 2 4.. JAMB LOCKING POINTS Shown in the locked position 2 locking points TYP. @ JAMB SEE NOTE 2 4. t7— IXBUCK FRAME MASONRY MASONRY FRAME MASONRY K STRAP &ANCHOR RY OPENING BUCKANCHORING OPENIN, 2X FRAME ANCHORING OPENING IX FRAME ANCHORING,,.. Masonry 2X buck construction mas= buck construrfia . 31 SEE NOTE I IX uckconstnjrfi' Sas 2XBUCK 2X BUCK Sash removed for clarity removed for clarity 12e X 19") NOTES: I . 114" Elco concrete screws require a minimum I clearance to masonry edges, a 1-114" minimum embedment and a minimum 4" clearance to adjacent topcons. Substitution of equal concrete screws from a different suppier may have different edge distance and center distance requirements. Tapcon locations at the comer locations may be adjusted to maintain the minimum edge distance to mortarloints. I f Topcon locations noted as "MAX ON CENTER" must be adjusted to maintain the minimum edge distance to morlorloints, additional topcons may be required to ensure the maximum on center dimension is not exceeded. 2. 114" ITW concrete screws anchoring frame andlor sill require a minimum 2-112" clearance to masonry edges, a 1- 114" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Topcon locations at the comerlocations may be adjusted to maintain the minimum edge distance to mortarloints. I f Topcon locations noted as "MAX ON CENTER" must be adjusted to maintain the minimum edge distance to mortarlaints, additional topcons may be required to ensure the maximum an center dimension is not exceeded. 3. 3116" ITW concrete screws anchoring trarne andlorsill require a minimum 2-5/8" clearance to masonry edges, a 1-114" minimum embedment and a minimum 2-114" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 0 3 LU �cx t- Lu N.T.S. BY. JK WWH ANG NO.' FL— 1 1077.2 :Er _L OF 8 2 BILL OF MATERIALS MATERIAL 7/8' THK. ITEM DESCRIPTION 3 GLASS A 1/4!'MAX. SHIM SPACE WOOD B 2X BUCK SG >= 0.55 WOOD 1/8-ANNEALED -a Z' 2 3 S STEEL GLASS D 1/4 X 2-3/N'ELCO PFH CONCRETE SCREW u� AIRSPACE E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 0 2 H I X BUCK SG - 0.55 WOOD 16 L J 114'X 3-1/4'[TW H.H. C5—NCRETE SCREW STEEL 1/9-ANNEALED B STEEL -T- GLASS K /4- X 1-3/4' ELCO H.H. CONCRETE SCREW SS STEEL 13 L 3116'X 2-1/2" FIW F.H. CONCRETE SCREW 04* PVC 711-6" SG�LASS 2 EXTRUDED VINYL PVC SASH FRAME BY SILVERUNE #52-75 BITE =0 3 C GLAZING BEAD #2217 BY SILVERLINE' PVC —5 Q-BULB SEAL.360 DIA. #22-12252 C) —6 -EASEMENT OPERATOR #07-OP05-7540-03/-02 BY ROTO HARDWARE STEEL 7 -�-NUBBER PVC 8 SNUBBER RETAINER #200-888-021/-016 PVC 9 LOCK HANDLE ASSY. #07-7594R OR #07-7594L L 133' 10 LOCKING BAR RETAINER CLIP #200-564-021/-016 STEEL WINDOW SCREEN 0.79Z' �,��H _F LAJ� I 12 WEATHER-STRIP CONIPRESSION TYPE EXTRUDED VINYL CEO 13 AZING SPACER STEEL INTERCEPT -937A NATIONAL STARCH & ADHHESIVE SILICONE w a3z 6 GLAZING COMPOUND PURFECT GLAZE 34 ED CL EXTRUDED VINYL PVC FRAME BY SILVERLINE #52-7051 PVC F� 0 1 :* 0 0 STEEL d U 24 #8 X 1 -1 /Z'PAN HEAD SMS 25 #8 X 2-1 /,f'PAN HEAD SMS STEEL PVC GLAZING BEAD - - - - GO 26 48 X —5/8- PAN HEAD SMS STEEL 27 #8 X 1-3/4!'PAN HEAD SMS STEEL 30 TRACK R:INFORCE (ALUM. 6063-T6) ALUM. 31 STRAP ANCHOR (606346) ALUM. --�-27 LATCH ALUM. Ln STEEL z 33 TIE BAR LOCK PIN 0 STEEL 34 , #8 X 1/2" PAN HEAD SMS * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". Tl L L z lu 7/08/08 SCALF-- N.T.S �j DWG. BY: JK 1 4.763" CHy- By. WWH DRAWING NO.; FL- 11077.2 —8 SHEEr 8 OF Page I of 1 FLORIDA BUILDING CODE, 2007 DESIGN PRESSURES FOR COMPONENTS & CLADDING CALCULATIONS CONFORM WITH ASCE 7-05 Building Information Job Information ..... . .... Wind Velocity (mph): 140 Calculations Type: WALL OPENINGS Importance Factor: 1.00 Job Number: 5664766 Exposure Category: B Company Name: THD AT Home Services Directionality Factor (kd): 0.85 Prepared By: Kelley Internal Pressure Coefficient'+/-': 0.18 DatefFime: 6/24/201110:51:34 AM Mean Roof Height (ft): 15 Client Name: Ruiz - Stamm Building Width (ft): 40 Job Description: Replace 20 windows size for size Building Length (ft): 60 Roof Slope (x:12): 6 Width, of End Zone (ft): 4 lopeiiingElei,.(ft)1101)Cllin-.Wi(lth(...7) I Opening Height(in) Max + Pres. (psi) jMax-Pres.(psf)j 5 11 52 �]j 49.25 ::] 33.9 5 11 52 _]I 49.25 _jj 33.9 -36.9 5 11 16.5 :11 46.75 35.2 -38.2 5 11 16.5 �j 1 46.75 35.2 -38.2 F---57-1 5 36 :]1 49.25 34.8 ' 5 36 71 49.25 �j 1 34.8 -37.7 1 F 7 5 35.75 �]j 49.5 34.8 -37.7 5 35.75 49.5 34.8 5 35.25 36.5 35.2 -38.2 5 36 61.75 34.2 -37.2 5 36 61.75 34.2 5 36 61.75 34.2 -37.2 5 36 61.75 34.2 1 -37.2 5 35.75 37 35.2 1 -38.2 5 35.75 _j 37 35.2 -38.2 5 35.75 37 35.2 5 35.75 37 35.2 5 36 37 35.2 -38.2 1 5 36 37 �j 1 35.2 -38.2 F AC12 SH 5 25.25 24.5 35�.2 -38.2 wALLs-0FALL SUILDINIG "VIV file://Q:\Prograrn Files\Structures Intemational\4Wind\untitledWebReport.htm1 6/24/2011 ... . . . . . . . J T 9A- --V 1 t 0 IL . . . . . . . ... . xj BUI Magn goof H�!qht ma'a- n Abbf-H-efght Building Lon RaiDf Slope /A Oth C- "2-0 SF R Ship -to -Location BOYNTON #60 THDAHS WINDOW ORDER FORM Order -Date 6/9/2011 PSG Fax: 770-779-1315 I of 2 AMERICAN CRAFTSMAN Prepared By Joe P. Customer Name Ruiz - Stamm Job # 6664766 M Location (Room / Floor) r_ M 46 6 Style 1 "Code' Series etc ode" &_ 2 0 0 MEAS. Grfds Pattern' Window & Glass- -, I Options Hinge Locations 2 I Rough Open. CL j�' . .2 co .2 -�6 0 0 CU .2 V_ a) > B r_ 0 N 8 Csmt, CPC, Bay, Bow, Patio & Garden Doors Viewed from outside, Lt to Rt X I Tip o-Tip Width Height I LIV 1 1 SH AC12 WHI 52 491/4 F WHI T&B 2 2 N/A 2 LIV 1 SH AC12 WHI 52 491/4 F WHI T&B 2 2 N/A 3 BED 1 SH AC12 WHI 161/2 --.463/4 N/A 4 BED 1 SH AC12 WHI 161/2 463/4 N/A 5 BED 1 SH AC12 WHI .36 491/4 F WHI Ti B 2 2 N/A 6 BED 1 8H AC12 WHI 36 491/4 F WHI T&B 2 2 N/A T BED 1 SH AC12 WHI 353/4 491/2 N/A 8 BED 1 SH AC12 WHI 353/4 491/2 N/A 9 BED 1 SH AC12 WHI 351/4 361/2 N/A r10 DIN I SH AC12 WHI 36 61 3/4 N/A , f-AA 0-f+ hfil 10-r k_;_A;_,+_A ' = f'W' Q� — P—Al.... 'I " 11 f+ "P" Mi�hfl "-q" All rinnrc, "_q" f.qtnhnnnrv1 nr "X" f()nPrqtfnn) tor P;irn nnne[ 0 Bay I Bow I Garden / Doors Color, of Window Door Wraps M Bay Projection 300 OR 45" Bay Flankers DH or Csmt. Wall Thickness (inches) Seatboard Material Oak, Birch, White Roof Color Soffit Color Interior Casing CLAM or COL Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft. MANUFACTURER NOTES (Incl. Accessories) Use Item # to Identify Window INSTALLER NOTES (Incl. Spec. Sheet Misc. Items) Max. DP - Items 1&2 - 5&6 - 10 &11 - 12&13 - 18&19 Ship 20 pcs. Of white 8559 sill extender Ship 2728 (1x4) mull bars 2-52" 2-64" 1-39" No Charge (Parts) Reason: 100% Credit CRF ,50% Credit CRF INo CRF Required A IM nn 1HR-1 -IN-\AAI-1 R Ship -to -Location BOYNTON Order Date 6/9/2011 2 of 2 #60 THDAHS WINDOW ORDER - FORM PSG - Fax: 770-779-1315 -AMERICAN CRAFTSMAN Prepared By Joe P. Customer Name Ruiz - Stamm --Job # 5664766 [if Location (Room / Floor) 0 0 Style "Code" Series "Code" 0 -6 0 MEAS. Grids Pattern' Window & Glass Options Hinge Locations 2 Rough Open. CL g� - .2 co 0 ca 0 0 _J 0 tE a) > 7j5 15 0 Csmt, CPC, Bay, Bow, Patio & Garden Doors Viewed from outside, Lt to Rt X I Tip -to -TIP Width Height . DIN --a_ .1 SH AC12 WHI 36 613/4 N/A 12 DIN 1 SH AC12 WHI 36 61 3/4 N/A. 13 DIN 1 SH AC12 WHI 36 613/4 N/A 14 KIT 1 SH AC12 WHI 353/4 37 N/A 15 KIT 1 SH AC12 WHI 353/4 37 N/A 16 KIT .1 1 SH AC12 WHI 353/4 37 N/A 17 BED 1 SH AC12 WHI 353/4 37 N/A 18 BED 1 SH AC12 WHI 36 37 F WHI T�B 2 2 N/A 19 BED 1 SH AC12 WHI 36 37 F WHI T&B 2 2 N/A LLO_ Bath 1 SH AC12 WHI 251/4 -241/2 OBS N/A I I �� A M fifil 10'r C r'—+, r-Dt' D- — P 11 -- ti f+% D- [Pi�hf) '-q" fCZf.fi1 All rinnrc, 'N" f.1;;tnfirknnrv1 nr "X" amprntinrn tnr F-.qrn nqnpi 0 Bay I Bow Garden / Doors Color of Window/ Door Wraps Bay Projection 300 OR 45" Bay Flankers DH or Csmt. Wall Thickness (inches) Seatboard Material Oak, Birch, White Roof Color Soffit Color Interior Casing CLAM or COL / Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft. MANUFACTURER NOTES (Incl. Accessories) Use Item # to Identify Window YNSTALLER NOTES (Incl. Spec. Sheet Misc. Items) Max. DP Items 1 &2 - 5&6 - 10 &11 - 12&13 - 18&19 Ship 20 pcs. Of white 8569 sill extender Ship 2728 (1x4) mull bars 2-52" 2-64" 1-39" No Charge (Parts) Reason: 100% Credit CRF 50% Credit CRF INo CRF Required 1WQ_1 -%A/-\AA/-1 R i1orida Building Code Online :Sje(—j t_5 Zn I C) Page I of 5 1 717 7% REIN �jie A 012 "gq QN, ........... 07 N.42�1 MME 1WROM Search Stats Facts Publications i FBC Staff BCIS Site Map i Links BCIS Home Log In User Registration Hot Topics Submit Surcharge Up, ^ NN t"', Product Approval USER: Public User Product Ar)oroval Menu > Product or Application Search > Application Lis > Application Detail U sa L FL # FL5974-R� V, A Application Type Revision Code Version 2007 a p lication Status p Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Sllve�line Drive North Brunswick, NI 08902 (732) 435-1000 rickw@rwbldgconsultants.com Authorized Signature Craig Calderone rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email QualrCy Assurance Representative Address/Phone/Email Category Windows 1 IT Florida Building Code. Online Page 2 of 5 Subcategory Single Hung Compliance Method Evaluation I Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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. ;YJ Validation Checklist - Hardcopy Received Certificate of Independence FL5974 R2 COI CE-RT OF INDEPENDENCE.pd Referenced Standard and Year (of Standard) Stand'ard Year 101/I.S.2 1997 ASTM E1300 2004 ASTM E1300 2002 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/21/2008 1� T/NTrX TTO 'I J n 1 1 /,%A 1 A Florida Building Code Online C' Date Validated Date Pending FBC Approval Date Approved . - 11/25/2008 12/19/2008 02/03/2Od9 Page 3 of 5 Summary of Products JFL 4t IModel, Number or Name [Description 15974.1 �Ia. Series 2700 �-Model 2760 Extruded -Vinyl Single Hung Window - Nail Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL5974 R2 II INST5974.1j)df 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 5974.1 for Design Pressure Ratings, ' FL5974 R2 AE EVAL 5974.1.i)df any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15974.2 ��Jb. Series 2700 - Model 2 Extruded Vinyl Single Hung Window - Nail Fin_ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5974 R2 II. INST 5974.2.pd 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 5974.2 for Design Pressure Ratings, -FL5974 R2 AE EVAL 5974.2.i)d any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. (Note - ASTM E1300-02 utilized for areas inside the HVHZ) F5974.3 :==Ic. Series 2700 - Model 2 lExtruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL5974 R2 II INST 5974.3.pd 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 5974.3 for Design Pressure Ratings, FL5974 R2 AE EVAL 5974.3.1)d any additional use limitations, installation instructions Created by Independent Third Party: Yes En--d:praQct particulars. 15974.4 !��Fd. Series 2700 - Model 27 lExtruded Vinyl Single Hung Window Linift.s.-efUse Installation Instructions Approved for use in HVHZ: Yes - - -- - FL5974 R2 II INST 5974.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Florida Building Code Online Page 4 of 5 Design Pressure: N/A Evaluation Reports Other: See INST 5974.4 for Design Pressure Ratings, FL5974 R2 AE EVAL 5974.4.pd any additional use limitations, installation instructions 'Created by Independent Third Party: Yes and product particulars. (Note - ASTM E1300-02 utilized ,for areas inside the HVHZ) 5974.5 e. Series 2700 - Model 2710 ��2723 Extruded Vinyl Single Hung Mulled Windows (Utilizing Mullions) Limits of Use Installation Instructions Approved for use in HVHZ: No . FL5974 R2 II INST 5974.5.pdf Approved foe use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No 'Created by Independent Third Party: Yes Design Pressure: N/,� Evaluation Reports Other: See INST 5974.5 for Design Pressure Ratings, 'FL5974 R2 AE EVAL 5974.5.pd any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 5974.6 Series 2700 - Model 2710 ��Mullions) Extruded Vinyl Single Hung Mulled (Utilizing 2723 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5974 R2 II INST 5974.6j)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 Other: See INST 5974.6 for Design Pressure Ratings, Evaluation Reports :FL5974 R2-AE EVALS974.6.pd any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. (Note - ASTM E1300-02 utilized for areas inside the HVHZ) Back Next DCA Administration 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. Privacv Statement I copyright Statement I Accessibility Staternen I Plug-in Software I Customer Service Survey I Contact Us --7--^ � I IT . 1�.- 1)'k T/-'%Trl rTn / 1) -1 n /1 1 111A 1 A SERIES 2700 - MODEL 271-1, EXTRUDED VINYL SINGLE HUNG WINDOW 'WOWIMPACr' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including 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 wall dressing or stucco. �6 3. When used in the "HVHT'this product is required to be protected with an impact resistant covering that compries with Section 1626 of the 2007 FBC. 4. When used in areas outside of the "HVHZ"requidng And bome debris protection this product is required to be protected with an impact resilstant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. R� 6. Site conditions that deviate from the details of this drawing require further engineering 1-- 1. analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 12 TABLE OF CONTEIM SHEET# DESCRIPTION I Typical elevation, design pressures & general notes 2 Hoftntal & verlical cross sections 3 Buck & frame anchorng 4 Bill of materials, glazing detail & components 52 W MAX ' OVERALL Ir— FRAME WIDTH F\ �E Q z d =Jj 0 .- sW. 5&59'x 74.5W 52.0ff'x173.0V* 47.OU'x 33.5a' 1 +62.0 -68.0 mnq o z E 1ij's BN4 ci� �C P ED d z z -F- N.T.S. BY. AL M ffy. . LFS i-NO No- FL-5974.4 CO3 0 ET 1 OF 4 2� C6 Ld SEE NOTE 2 SHT. 2 10 SEE NOTE 1 SHT. 2 SEE NOT 3 SHT. 2 4 )0 Shown w1lX sub —buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC (Typical @ head_-& iambs) -6 Z, Z�z- 5 q LUZ Ld C'u En NOTES: 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. Cn INTERIO 4 16 29 2. LOCATE SASH KEEPER 6.5" FROM EACH END OF z 0 9 THE MEETING RAIL, FASTEN WITH (2) #6 x 3/4" Ln �j 19 SCREWS. 25 3. THE FRAME IS CONSTRUCTED OF EXTRUDED PVC GI MEMBERS WITH MITERED AND WELDED CORNERS. THE FIXED MEETING RAIL IS CONSTRUCTED FROM AN EXTRUDED ALUMINUM MEMBER WITH A PVC CAP. THE FIXED MEETING RAIL WAS BUTTED, SEALED AND FASTENED AT EACH END WITH TWO #10 x 3" SCREWS. THE FIXED MEETING RAIL ENDS UTILIZE A MOLDED PLASTIC SCREW SUPPORT. L 6 .038" DAM' 71/12/0 EXTERIO - 1 1-1/4" MIN. SCALE N.T.S. q DwG. By.-— AL 15 EMB. (TYP.) cwL on. LFS I DRAYANG ND.-. a 2 HORIZONTAL CRO ECTION FL-5974.4 c I ISHEEr oF 4 . MASONRY OPENING 6 MAX. TYP. 2X BUCK < TYP. 1 X BUCK UD 00 MASONRY-7 to OPENING FRAM E SASH FRAME CUT OUT FOR 2X BLICK--"" CLARITY 2X BUCK Ica to W' MAX. ANCHORING CEFRAME ANCHORING 8M 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 corners may be adjusted to maintain the minimum edge distance- to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: .......... .. ... ........... . .... ..... .. ......... ........... ..... ............. ..... ...... ..... MANSHORSE .. .......... .. I ................ ...... .. ........ 11 ..... ......... ... .. ........... . �S_Izb... .. ......... ............. _ . ..... ............. .......... . ........ . ...... ....... - W! . ..... ... *..*. 1.1- . ....... .. I ... . ........ ........... ... ... ...... ....... 'IVIR ED E T ...... ......... .... ......... ......... .. ............ ........... I ........... ................ . ......... . . ................ ....... ...... .......... : ........... I ............... .. I * ...... . ... .... .... ...... . . . . . . ...... . 0. WY:::'.: DOE* 'AS. .......... .................... ....................... ....... ............ ................ I I .................. ................. I ... ................... ...... ................... ... . ... .... .. . ..... ............ ........... ... ..... ....... .. .... . . ........ . ........ �TWAWACENT-.*.`.**A CHOR-Ji.i.] ........... .................. ............. ............ ........... ......... ......... .......... I ................ ... ......... ........ ..... ... ......................... ............... .. .. . . .. .... .. . . . . . . . . � ... ......... ......... ....................... .... . . ..... . .. . . ....... ..... ....... .......... ....... I . . .... 1/4' 1-1/4" 2-1/2' 3- .......... ......... . ...... ......... . .......... . ... .. . ... _.. _.%%%-.--..-..t - . . ..... . . . . . 4 E C3 is zu Lu C3 z L M N.T.S. BY-. AL BY: LFS 3 NING NO.: FL-5974.4 _q 3 OF 4 Item I DESCRIPTION Material 1 EXTRUDED PVC MAIN FRAME #2751 PVC 2 EXTRUDED PVC PVC 3 EXTRUDED PVC MEETING RAIL CAP #2706 PVC 4 EXTRUDED ALUMINUM MEETING RAIL 92707 ALUM. 5 EXTRUDED PVC GLAZING BEAD #3517 (INTERLOCK) PVC 6 EXTRUDED PVC GLAZING BEAD jL2317 PVC 7 EXTRUDED PVC TOP RAIL A2710 PVC 8 1EXTRUDED PVC BOTTOM RAIL #2909 PVC 9 1 EXTRUDED PVC STILE #290B PVC 10 IOPERABLE SASH LOCK 11 SASH KEEPER STEEL 12 0.820" x 0.430' LOCK RAIL REINF. (0.06" GALVANIZED STL TUBE) STEEL 13 WINDOW SCREEN 14 2X WOOD BUCK SG >= 0.55 WOOD 15 114" MAX SHIM SPACE 16 SASH CARRIT LAS P %2]� PLASTIC 19 Co��Ff- 31B" PLUG PLASHC 3 6 -172 PLASTIC I T9—A —PLUG (c;usfaM CRAFT PLASTIC #5518) PLASTIC 20 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTtvf C90 CONCRETE 21 WEATHERSTRIP I E 230 NLTRAFAB #2023W 23 NS GLAZING COMPOU OW #11 99 SILICONE 24 1X WOOD BUCK SG >= 0.55 WOOD 25 #8 x 112" PHILLIPS PANHEAD SCREW STEEL 26. 1,�4- 2� 2-31'4r.' PFH ELCO OR ITW CONCRETE SCREW STEEL 27 1/,_ X 2::�/4 WH ELCO OR ITW CONCRETE SCREW �,QEEOL 28 SEALANT IL" NE 2g #10 x 1-112" PPH SMS I STEEL * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". M �- - V) 00 V) 5 32" ANNEALED " 15 [- / to - GLASS AIR SPACE � [ SPACER �- 5/32" ANNEALED .45," METAL GLASS BITE 2.650" 1.910" 1.113" F, 905", co U) EXTRUDED PVC MAIN FRAME EXTRUDED ALUMINUM MEETING RAIL EXTRUDED PVC BOTFOM RAIL �ICKNESS 075" WALL THICKNESS �,f �.07C W�ALLTHICK�NESS 0.796". --1 u') a 0 0) r-- 1.348" 1--.2 . 650" 4RLED C SILL EU �ED PVC, STILE T- 0, W L 0_ W LF I A F THICKNESS !07 A CKNESS 0 to C-4 1.159" .820 T--1 r7l .015- =' � I - GAP MAX. 9 LOCK RAIL REINFORCEMENT EXTRUDED PVC TOP RAIL 0 �T'L I IZ D .06 NALVAME STEEL TUBE .070" WALL THICKNESS z .6 6 o r N �2 c� U Ec, 0 �c� M N.T.S. BY: AL By.. LFS NING NO, FL-5974.4 E'r 4 OF