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HomeMy WebLinkAbout169 Edgewater CirPermit # : Job Address: 0 3uqLkD55 CITY OF SANFORD PERMIT APPLICATION Date:10a l®7 Description of Work.Q RACE —lam 4SDdl ,1,WA RAJRG07CJf .�`�Total Square Footage Historic District: Zoning Value of Work: S 4 4S Permit Type: Building Electrical Mechatnical Plumbina Fire SprinLler: Alarm Pool Electrical: New Sen -ice — = of AMPS Addition- Alteration Change of Sen -ice Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Lavout & Energy Calc Required) Plumbing/ Nen- Commercial: = of Fixtures - of Water R Sewer Lines = of Gas Lines Plurnbing/Nen- Residential: -. of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V Commercial Industrial Construction Type: c# of Stories: }� of Dwelling units: Flood Zone: (FEAL1 form required ) Owners Name & Address: 1 AC ��.l �T�(Z C��. l IAUI ! .� 3���� Phone: (32A M46 " 85f)4 Contractor Name & Add+e%-++ [ &—i1Vil1% W%%& Y1%%A� 111%. nn p 6422 Hamq Road, Suite A State License Number: C KCL O Phone & Fax: Tampa, FL 33610 Contact Person: iL1" Bonding Company: Address: Mortgage Lender: Address: Arch itect/En gineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p 's verif cation that I will notify the owner of the property of the requirements of Florida Lien Law, FSS 713. Signature of per/A t Date SigAturc of Contractor/Agent T Date Print Owner/ Owner/Agent is Personally Known to Me or __jeiroduced ID F4, ,L0.,ne%t Lt L .APPROVALS: ZONING: Special Conditions: Rev 03/2006 Print of Florida art" % Comm# DD0604998 }§ Expires 10/15/2010 FloddaNSMAWyAIMIs Personally rtacasucc n....uuuuu.uuIM021ceT ill UTIL: FD: ENG: .W. LNILCommit 00050um Expires JAMIC Bonded thru (800}432.42 n e or Florida Notary Assn„ In BLDG: —0 izean._ tE�: tian.e HD At -I -Ione Services, Inc. &bra The Home Depot At-'rlon?a Ser; ioe.; 122 i'aine;' Road rt,tnl? :31,3610 This . nstrurn`.!1lTheA bine DGPO 3 Nam'.. 6422 Hamey Rd Suite A i�.u dl'Ev<=' Tampa, FL 33610 813-630-4111 off 813-630-4112 fax Pri)fa- A?:C1'i:SCf� iD:iFC.el identi t_i,at., n: Perniit No. I IN t1 111 1111111111111111 It 1111/111 it all 11 III 11111 II 11111 IN MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06681 Pg 0976; Qpg) CLERK'S # 20070E6334 RECORDED 05/03/2007 01.11:47 PN RECORDING FEES 10.00 RECORDED BY H-DeVore FRTIFIEO CUM NO T WE OF CONtNTiENCF_,_1V1EN'T Folio No. 11- 190 _3o MORSE (;CLt: ,,,t nF CIRCUIT COURT SEMI ti3 INTY. FLQRIDA LL 16 -OWO _(2, Tv rLERP( MAy 3 2007 STATE OF FLORID.A / COI.,N'1'Y o- _> Zn_ to The undersigned gives notice that improvement will be made to certain real pi- and in accordance vv tlt Chapter 713; Florida Statutes, the r lbllowing information is provided in this NOTICE OF COMMENCEMENT. /' 1' 'I / Legal description of properh� (include street address, if available: e, c) iii o_S 14,j2G, ��C ��3 iiArJ 6 10 3w, �5 77 fib' i69 [ General description of improvement: Wrn� o ,. -h J_w f2p- to-url-l*^ t Owner Information - name and address: D„n,el !69 CApe wt_w c G.0 501 n Z 7?17 Interest in Property: OWne/ Name and address of fee simple titleholder Contractor - name and address: 6422 Harney Rd Tampa. FL 33610 Phone Number: 813-383-7034 Surety- name and address: Lender - name and address: Phone Number: f other than Owner): The Home Depot At -Home Services Fax Number: Fax Number: 813-664-6807 Amount Bond: Persons within the State of Florida designated by Owner whom notices of other documents may be served as provided by Section 713.13(lXa)7., Florida Statues: Name and address: Phone Number: Fax Number: in addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(6), Florida Statures. (Fill in at Owner's option) Phone Number: Fax Number: I xpiratiot? dak otice of C. mmencement (the expiration date is 1 yc3r from the date of recording unless a different date is specified). Signature of Owner S:•.Znatii;":% Of Owner Printed Name 4O:vner P? inttid Name of f ) -neo sworn to and subscribed before the by --- vvho i s POV-3onalTv kmoc, n to me or produced as identiticall0n, and who did tate an oath, this `;I _F. dire p"t Notal, o DOUGLAS MORRISON �a Comm# D0050SM �Y+ Expires 7/9/2010 Aga Sonded thru (900)422.4254 Flonda Notary Aeon., MO Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 T"ARCEL DETAR.,. B OAviD JOHNSON. CFA. ASA PROPERTY APPRAISER "' 29 27 Z,"" SEMINOLE COUNTY F1_ � 0281 R'2t -. 1101E,FIRST ST - sS SA"FORD, FL32771.1460 47.4., A4 ^^258 Zl 407.665-7506 r - 2i t 46. 41 � A JJ i� 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 11-20-30-516-00Q0-0250 Number of Buildings: 1 ner: DANIEL LISA e' Depreciated Bldg Value: $152,306 Mailing A dress: 169 EDGEWATER CIR Depreciated EXFT Value: $1,602 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $50,000 Property Address: 169 EDGEWATER CIR SANFORD 32773 Land Value Ag: $0 Subdivision Name: HIDDEN LAKE PH 3 UNIT 6 Just/Market Value: $203,908 Tax District: S1-SANFORD Assessed Value (SOH): $129,160 Exemptions: 00 -HOMESTEAD (2004) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $104,160 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Amount(without SOH): $3,033 QUIT CLAIM DEED 07/2006 06336 0348 $100 Improved No 2006 Tax Bill Amount: $1,988 FINAL JUDGEMENT 09/2005 05911 0742 $100 Improved No Save Our Homes (SOH) $1,045 WARRANTY DEED 03/2003 04781 1936 $160,000 Improved Yes Savings: WARRANTY DEED 11/1989 02131 0680 $84,900 Improved Yes 2006 Taxable Value: $101,010 WARRANTY DEED 08/1989 02100 0683 $347,600 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... Method Frontage Depth Units Price Value LEG LOT 25 HIDDEN LAKE PH 3 UNIT 6 PB LOT 0 0 1.000 50,000.00 $50,000 38 PGS 77 & 78 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1989 6 1,310 1,920 1,310 SIDING AVG $152,306 $162,894 FAMILY Appendage / Sgft SCREEN PORCH FINISHED / 198 Appendage I Sqft OPEN PORCH FINISHED / 12 Appendage / Sgft GARAGE FINISHED/ 400 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New BOAT DOCK 1993 344 $757 $1,720 BOAT HOUSE 1993 240 $845 $1,920 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=11203051600000250&c... 4/27/2007 Date 4/24/2007 Prepared By Douglas Morris®n THE HOME DEPOTCustomer Name ®ID®ENS Phone Number (407) 625-5192 DIAGRAM SHEET Job # 3094055 . ti 2`1 , 1711 u r HEN ' ' DIN Y ENTRY LIV ENTRY l , 1 w„ l yo- Vi 4. • • C1. 1� ANS VI ! e P"RMIT . a F•..( BED # 2 MBED g BATH BED # 1 BATH ' ; NOTES:' ~— MEAN ROOF HIGHT— 12' Feet Overall Length 35' 1. Draw the outline of the house and indicate all windows and doors Overall width 60' 2. Number.the windays to be replaced with the corresponding number from the Spec Sheet "Measure Mean Roof Height from the ground 3. Measure and list the distance from each comer of the home to the closestwindow, To a point that is halfway to the peak to the eave Exposure Category*** 4. Indicate which window (s ) will meet Egress Code requirements in the bedroom ***To be completed by Permit Coordinator `At least 1 window or exterior door must meet the Egress Code Requirements WINDOW SPECIFICATION SHEEN" o Sec. Set %�4 Customer;-s�L� ,> ___----- dab # tTC-onsiultant:�pu eml I Vlent — rakJ Sheet: It of Location I Floor) Style "Code" Date: Style "Code" Series "Code" UL Existing Window New Window Location I Floor) Style "Code" Metal Y1 Style "Code" Series "Code" UL Measurements Grids Pattern' Pattern' 2 Pattern" Window & Glass Options Code " Misc. Items "Code" Hinge Locations 3 Opening Q v j LUoc oPatio L j oE Csnrt,CPC,Ba Y. Bcw ,Rough & Garden Doors (from outside, Lt to Rt)(Room Wdth i Heiht UI 1' ®i � �J �� r Ca1IT A 2-11 /&R "00 "e 3 WI P, .3- h ✓RD ' RD GS6o Rd# =4= 4 5 c 6 7 8 9 10 19 12 Grid Pattern and Location MUST be indicated. 2 If a single window or mulled windows require multiple grid patterns, indicate location and pattern in the additional spaces provided. Color of Window / Door Wraps —LLL—L rorUsmts, (,F -L,, tray or bow, use "L", " K" or -SF (Stationary). For Patio & Garden Uoors, use "S" (Stationary) or "X" (Operating) BAY; BOW WINDOW Projection Angle: (Bay: 30° or 450) Top of Window to Soffit ( inches ) Bay Window Flankers - DH / Csmt. Width of Overhang ( inches ) Seatboard Material - Birch or Oak If tied to Soffit, color of Soffit material New Interior Casing (Bay/Bow/Garden/Patio Doors)Cons±ruct Roof 3 (Yes I No ) Clamshell (CL) or Colonial (CO) 3 There is no guarantee that new shingles will match existing color. SPECIAL CONSIDERA i IONS: GARDEN WINDOWS WALL THICKNESS ° (inches) SEATBOARD MATERIAL Specify Birch or Oak Veneer or White Pionite 4 Additional charge for wall thickness of 6" or more I have reviewed and agree with all the job specifications above and the Special Terms and Conditions on the back of the yellow (Customer) copyA .. r Customer nature Date 11-23-05 SFC -W -VW White - The Home Depot Yellow - Customer Pink - Sales Consultant Job Number _3094055 Customer Name _DIDDENS Window and Shutter Measurement Sheet Sales Person _DOUGLAS MORRISON Spec Sheet I ITotal Total Total Square Inches Mark Yes or No I Total Sq Inches Purchasing Style of They Already Have Line Item Opening # Description l Width Length Of the Home If this is being Re laced Not Replacing Storm Panels Panel Existing Storm Panels 1 ENTRY 36 j 80 2880 NO 2880 NO DOOR NO 1 2 KIT 36 48 1728 YES NO DH NO 2 3 KIT 36 18 648 j YES NO 1/2ROUND NO 4 KIT 36 48 1728 NO 1728 NO SH NO 5 KIT 36 18 648 NO 648 NO 1/2 ROUND NO 6 KIT 36 36 1296 NO 1296 NO SH NO 7 DIN 36 148 1728 NO 1728 NO SH NO 8 DIN 36 48 1728 NO 1728 NO SH NO 3 9 LIV 96 80 7680 YES NO PD NO 10 DLIV 72 36 2592 NO I 2592 NO 1/2 ROUND NO 11 MBED 60 80 4800 NO 4800 NO PD NO 12 IMBED 24 60 1440 NO 1440 NO SH NO 13 IMBED 24 60 1440 NO 1440 NO SH NO 14 BATH 24 36 864 NO 864 NO SH NO 15 BED # 1 48 48 2304 NO 2304 NO SH NO 16 BATH I 24 36 864 NO 864 NO SH NO 17 j BED # 2 48 60 2880 NO 2880 NO SH NO 18 GAR 192 84 16128 NO 16128 NO GAR DOOR NO 19 0 20 j 0 i 21 j 0 22 j 0 23 0 24 0 25 0 26 0 27 0 28 0 29 0 30 0 Total S Inches= 53376 Total Sg Inches Not 43320 For this Home Being Re laced j j Total Sg Inches Being 10056.00 I Replaced c :x �,. . .'!'%Y- -.. _. a ,:.�..r x -. ,. .'!'- `*Sm ;.i 'Vi;: , F"'C ,:R'. ,. t5! -.:vim.- • .. -_. :Lr *.'k`.r x+;!.p ' v..,.?.'"`�'S i-.;'.t�rA` i1�+.'. d ro�'u :..�;>�:;.r>>4 �- 'F: :y ��� 1.y. ; � :-v r*'.,.T,- h°J'.o-i"`� Y'. i.L .. '�,r.':': 4z'-.._ W..e; f_.'" .'Rv�- _�a,t �+�'ra�'.r,:q„ry F.:l '� "".': Y�' .�� k*'.tt`.. -fit. '3 "aa�: r,9. +�- ,x•_.s':�. '*'l _1%iF" 'a33,i �.� sa.',T ��.fz-B�zE'.�-.. ..>•�i�s'�r�•a.-h_-r..:��:- t..w .N�b.-r ��`".,..�4"'J, .�-'."�..,��•"�.,....k.__ � __�r�.: i'�. _ ,_.:Y.�'n"-v_. -2:iiS...,�.s.m-: 'u,a.a.i+.'.� 'tit k:_,�: _=a- _- Total Sg Feet for j This Home = 370.67 i This is Total Sg Inches divided by 144 .I....v . n; m..3_- .. :.. - c'4 . fi bz4" .. .. ,.. .., u}.., d' - .. e. .. ti,,'*T.._ .. • -. su ... e re.. '� . ..-r 'nf^:W -. ' xu � .s5", '.� - ...4..i r.. 5 - `:`t'+, Xis •... .. r ? .._ `et.._�'. d:. m. tv �. .. .. $ t.. s53`" - re`.c f.�.` b. : � t s?'w' & r Y .a .. ,.�. , .. ^� �"."K-,. �.t � _��4, ?�, :�' �;;e. �,� "�� ,a,: � %Ir% .,•�.�. ,. !L4%;a;`„n'r:r,'hs{ i 1a �,°" � � ? c>�xFw?f w:<i ,_.. <.i+:Li`•a:: - _ rr �..:+.,. . ^�.r..; amu.. .l .. S_n3.! ..rn .. 's i_ .;y ,y, . yN� ... a......,...;.a,y:sen:'3 .'�:� >'.- �'. ^ 4 ii.S,li n�' .�%Ysa^; .� �'t�•i, n T'7�.'� -ihf!n>�;e FC-r::�- a� 5E5�2s. .. .a..vi,{='v .�+..a�"�.a.,..v. :a.. D:. a.. .. .'�u,.e, -f..-fir., :e .o -w `::''Y �. .. k.. ..s..ttcr .:xk%: ..d"'3'nr. 'n. _ _ � • ii.tkw. Total Sa Feet Beina 69.83 % Bein9 Replaced '19%, Replaced= j Florida Building Code Online BCIS Home Log In Page .l of 7 Hot Topics Submit Surcharge Stats & Facts publications ; FBC Staff i BCIS Site Map ;Links ;Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL5167-RO New 2004 Approved r4 Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 (800) 746-6687 ext 4807 Chuck_Anderson@simonton.com Chuck Anderson Chuck_Anderson@simonton.com Chuck Anderson 1 Cochran Ave. Pennsboro, WV 26415 (800)746-6687 chuck_anderson@simonton.com http.-Y/www. flon*dabullding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nE0%2bU7ZTVHOIINROYWSI%2bhXHaFnm... 4/6/2007 Florida Building Code Online Page 2 of 7 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847)303-5664 webmaster@aamanet.org Windows Double Hung Certification Mark or Listing American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year I.S.2 1997 Equivalence of Product Standards Certified By Sections from the Code AAMA 101 I.S.2 Product Approval Method Method 1 Option A Date Submitted 08/30/2005 Date Validated 10/05/2005 Date Pending FBC Approval 10/05/2005 Date Approved 10/11/2005 http',Jlwww,.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nE0%2bU7ZTVHOhNROYWSI%2bhXHaFmn... 4/6/2007 Florida Building Code Online Date Revised 11/16/2006 Page -3 of 7 Summary of Products _ i FL # ILModel, Number or Name Description j 5167.1 07-09 waivers to 75-75 jr07-09 waivers to 75-75, Reflections 5500, Prism Platinum, Ultimate, 9300, StormBreaker, Vinyl DH Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 5167 I Frame Sash approval pdf Impact Resistant: PTID 5167 I gold AAMA 40-17 72x60 R35 pdf Design Pressure: +/- PTID 5167 I gold AAMA 40-17 26x76 R50 pdf Other: 07-09 waivers to 75-75 see attached waiver. 36x60- PTID 5167 I Gold AAMA 40-17 48x80R30 pdf DP = +/- H -R50 36x72 DP = +/- H-LC55 52x71 DP = +/- H- PTID 5167 I gold AAMA 40-17 52x71 R35 pdf LC35 Non -Impact, Not for use in HVHZ. PTID 5167 I gold AAMA 43-17 36x74 LC50 pdf PTID 5167 I profile change to 0709 approval pdf PTID 5167 I S-101R3.pdf PTID 5167 I S-115R3.pdf PTID 5167 I S-116R3.pdf PTID 5167 I S-120R3.pdf PTID 5167 I S-124R2.pdf PTID 5167 I S-129R2.pdf PTID 5167 I S-155-1R,pdf PTID 5167 I S-159-2.pdf PTID 5167 I S-166-2.pdf PTID 5167 I S-167-2.pdf PTID 5167 I S-174-2.pdf PTID 5167 I S-190-2R.pdf PTID 5167 I Simonton Waiver 40-06etc pdf Verified By: 5167.2 07-75 waivers to 75-75 I�DH 07-75 waivers to 75-75, THD @ Home Services 6500, Vinyl Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions i Approved for use outside HVHZ: Verified By: Impact Resistant: http:Hwww. flondabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nE0%2bU7ZTV HOhNROYWSI%2bhXHaFnm... 4/6/2007 Florida Building Code Online Page 4 of 7 http://www.flondabuilding.org/pr/pr app dtl.aspx?param=wGE VXQwtDgtZM1u87gOKmCtAC9nEO%2bU7ZTVHOhNROYW Sl%2bhXHaFnm... 4/6/2007 Design Pressure: +/- Other: 07-75 waiver to 75-75 see attached waiver, Vinyl DH 48x80 DP = +/- H -R35 53x74 DP = +/- H -R30 53x80 DP = +/- H -R40 36x60 DP = +/- H -R5.0 36x72 DP = +/- H-LC55 52x71 DP = +/- H-LC35 Non -Impact, Not for use in HVHZ. 5167.3 143-17 waivers to 40-17 7IMaster, 43-17 waivers to 40-17 Profinish Contractor, Profinish Luminess 700, Luminess 800, Vinyl DH Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 43-17 waivers to 40-17 See attached waiver, vinyl j DH, 26x76,. DP = +/- H -R50. 36x62 DP = +/- H -R45 44x62 DP = +/- H -R30 44x62 DP = +/- H -R35 44x60 DP = +/- H - R45 36x74 DP = +/- H-LC50 48x80 DP = +/- H -R30 52x62 DP = +/- H -R35 52x71 DP = +/- H -R35 Non -impact, Not for use in HVHZ 5167.4 43-17 waivers to 40-17 43-17 waivers to 40-17 Profinish Contractor, Profinish Master, Luminess 700, Luminess 800, Vinyl T -Mulled DH Twin Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 43-17 waivers to 40-17. See attached waiver. Vinyl DH 72x60 DP = +/- H -R35 72x74 DP = +/- H -R45 Non- impact, Not for use in HVHZ 5167.5 43-40 waiver to 40-40 and 40-17 [43-40 waiver to 40-40 and 40-17, Reflections 5300, Prism Ultra Gold, PL Prestige, Vinyl T -mull DH Twin Limits of Use (See Other) Approved for use in HVHZ: Certification Agency Certificate Installation Instructions Approved for use outside HVHZ: Impact Resistant: Verified By: http://www.flondabuilding.org/pr/pr app dtl.aspx?param=wGE VXQwtDgtZM1u87gOKmCtAC9nEO%2bU7ZTVHOhNROYW Sl%2bhXHaFnm... 4/6/2007 Florida Building Code Online Page 5 of Design Pressure: +/- Other: 43-40 waiver to 40-40 and 40-17 vinyl T- Mull DH twin, see attached waivers, 72x60 DP = +/- H -R35 72x74 DP H -R45 Non -impact, Not for use in HVHZ 5167.6 ]43-40 waivers to 40-40 and 40-17 43-40 waivers to40-40 and 40-17 Reflections 5300, Prism Ultra Gold, PL Prestige, Vinyl DH Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: 43-40 waivers to 40-40and 40-17 See attached i waivers vinyl DH, 26x76;. DP = +/- H -R50. 36x62 DP = +/- H -R45 44x62 DP = +/- H -R30 44x62 DP = +/- H -R35 44x60 I DP = +/- H -R45 48x80 DP = +/- H -R30 52x62 DP = +/- H - R35 52x71 DP = +/-H-R35 Nonimpact, Not for use in HVHZ 5167.7 43-45 waivers to 40-45 and 40-17 43-45 waivers to 40-45 and 40-17 Reflections 5050, Prism Bronze, PL Classic, Impressions 9400, THD @ Home services 6100, Luminess 4500 Vinyl DH Certification Agency Certificate Limits.of Use (See Other) Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 40-45 vinyl DH, waivers to 40-17 see attached waiver, 26x76 DP = +/- H -R50. 36x62 DP = +/- H -R45 j 44x62 DP = +/- H -R30 44x62 DP = +/- H -R35 44x60 DP = +/- H -R45 48x80 DP = +/- H -R30 52x62 DP = +/- H -R35 52x71 DP = +/- H -R35 Non -impact, Not for use in HVHZ 5167.8 43-45 waivers to 40-45 and 40-17 43-45 waivers to 40-45 and 40-17 Reflections 5050, Prism Bronze, PL Classic, Impressions 9400, THD @ Home Services 6100, Luminess 4500, Vinyl T -Mulled DH Twin of Use (See Other) --]Certification Agency Certificate Approved for use in HVHZ: Installation Instructions ,Limits Approved for use outside HVHZ: Verified By: http://www.flondabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nEO%2bU7ZTVHOhNROYWS1%2bhXHaFnm... 4/6/2007 Florida Building Code Online Page 6 of 7 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, Suncom 277-1824, Fax (850) 414-8436 http://`www.floridabuilding.org/pr/pr app_dtl.aspx?param==wGEVXQwtDgtZM1u87gOKmCtAC9nEO%2bU7ZTVHOhNROYWS1%2bhXHaFnm... 4/6/2007 Impact Resistant: Design Pressure: Other: 43-45 waiver to 40-45 and 40-17 vinyl DH, see attached waivers, 72x60 DP = +/- H -R35 72x74 DP = +/- H - R45 Non -impact, Not for use in HVHZ 5167.9 75-09 waivers to 75-75 75-09 waivers to 75-75 Simonton Impressions 9800, Vinyl DH Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 75-09 waivers to 75-75 see attached waiver, Vinyl DH. 36x60 DP = +/- H -R50 36x72 DP = +/- H-LC55 52x71 DP = +/- H-LC35 Non -Impact, Not for use in HVHZ. 5167.10 75-75 75-75, Generations, Polar Wall, Vinyl DH Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 75-75 Vinyl DH, 36x60 DP =+/- H -R50 36x72 DP = +/-H-LC55 52x71 DP = +/-H-LC35 Non -Impact, Not for use in 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, Suncom 277-1824, Fax (850) 414-8436 http://`www.floridabuilding.org/pr/pr app_dtl.aspx?param==wGEVXQwtDgtZM1u87gOKmCtAC9nEO%2bU7ZTVHOhNROYWS1%2bhXHaFnm... 4/6/2007 Florida Building Code Online © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts; Ek._...a,. Yar3Slpn }. 5aq-ytld VE RiFYP Page 7 of 7 http://www. floridabuilding.orglprlpr_app_dtl. aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nEO%2bU7ZTVHOhNROYW Sl%2bhYHaFnm... 4/6/2007 MODEL DESIGNATION Simonton Double Hung Series 75-75/07-75 Vinyl Window RAIL MAXIMUM OVEIRALL NOMINAL S17E7 Single up to 53" x -74' Z n O 2.0" MIN. 1" x 2" DESIGN PRESSURE RATING Anchors: Positive 55.0 PSF Negative 55.0 PSF Windows: Design Pressure Ratings Vary; See MASONRY LINTEL FURRING ^ DRYWALL z n c �.d x Corresponding AAMA lest Report or _ t x 2 O Dade NOA or Florida P.E. Evaluation. FURRING1' x 6' USABLE CONFIGURATIONS: X- �•' } - SILICONE CAULK�.e.I ` f X UQ O O _ 3' x 3/16' TAPCONu o' a' /• GENERAL DESCRIPTION: The head and side jambs are extruded STUCCO _ _ oZ_ moi' TYPE ANCHOR O � Y w 3 aq ,•. ir.•.��.1 ' PVC. The wall thickness through which SILICONE CAULK-•, DRYWALL } the anchor screw penetrates is a 2 v minimum of O.OJO".'c 1/4" MAX- SHIM SILICONE CAULK 1 c E n O A a 5' HEADER JAMB 3 7/2" x 7APCON 2 � U o° . a _ NOTE 1. This installation has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed the design pressure ratings listed herein. INTERIOR SASH TRACK TYPE ANCHOR 1.25" MIN. EMB.L 1/4' MAX. SHIM 553.0' 2. For installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the sem' NTS length must be such that o minimum 1-1/4" engagement of the Topcon into the masonry wall is obtained. MAX. OVERALL FRAME WIDTH 3. All interior and exterior perimeter surfaces of the window must be caulked, DwG. BY: TJH CHK. BY: RW 4. See Manufacturer's Installation Instructions for additional hardware anchoring if required. 5. Adjust Topcon anchor locations. if necessary, to mointoin a minimum 2.0" clearance from mortor joints. DR -C NO.: 1 HEAD JAMB SILICONE CAULK S- 1 15 Rev, 3 O 3 required minimum embedment into the substrate. SHEET I or I Q 3 7/2" x 3/16' TAPCON O ^t EXTERIOR TYPE ANCHOR STUCCO c f -I ❑ ¢ r`! SASH TRACK VERTICAL JAMB " r 0 u O a�0 UaoL U M _ ^ + INTERIOR SASH TRACK SIUCONE CAULK SILICONE CAULK rVd%6 W n STUCCO INSIDE STOOL SHIM 4 RAIL MASONRY 1' x 2" FURRING - SILL ,• ... DRYWALL O z } `. -.` x i EXTERIOR . O SASH TRACK n N 7.625" Ld Q to 1� SILT UQ O O • O � Y w 3 } 2 X C�l 1 n O 2 � U NOTE 1. This installation has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed the design pressure ratings listed herein. Z O Q r. :.d DATE 4127102 553.0' 2. For installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the sem' NTS length must be such that o minimum 1-1/4" engagement of the Topcon into the masonry wall is obtained. MAX. OVERALL FRAME WIDTH 3. All interior and exterior perimeter surfaces of the window must be caulked, DwG. BY: TJH CHK. BY: RW 4. See Manufacturer's Installation Instructions for additional hardware anchoring if required. 5. Adjust Topcon anchor locations. if necessary, to mointoin a minimum 2.0" clearance from mortor joints. DR -C NO.: 6. When the optional Head Exponders ore used the Instoller Must Adiust the anchor length to maintain the S- 1 15 Rev, 3 required minimum embedment into the substrate. SHEET I or I Florida Building Code Online Page 1 of 4 Overview Produci Search Oryarization Product Search Application M, User: Public User -Not Associated with Organization - Need Delp ? Application #: FL5177 Date Submitted: 08/31/2005 Code Version: 2004 Product Manufacturer: Simonton Windows Address/Phone/email: 1 Cochrane Ave Pennsboro, WV 26415 (800) 746-6687 Technical Representative: Chuck Anderson Technical Representative 1 Cochran Ave. Address/Phone/email: Pennsboro, WV 26415 (800) 746-6687 chuck—anderson@simonton.com Quality Assurance Representative: AAMA Quality Assurance Representative 1827 Walden Office Square Address/Phone/email: Suite 550 Schaumburg, IL 60173 (847)303-5664 webmaster@aamanet.org Category: Windows Subcategory: Fixed Evaluation Method: Certification Mark or Listing Referenced Standards from the Section Standard Fear Florida Building Code: ANSI/AAMA/NWWDA 101/LS 1997 2 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity: htty://www.floridabuildine.ore/nr/nr detl-a.sn?TPT=S177kRv=nR�fm=R(l.Crrh 10MAionne Florida Building Code Online Authorized Signature Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Application Status: Date Validated: Date Approved: Date Certified to the 2004 Code: Page. GO; Page 2 of 4 Chuck Anderson Chuck—Anderson@simonton.com PTID 5177 1 Fin Finless 08 08 09 approval.pdf PTID 5177 I Frame_ Sash _approval.,—If PTID 5177 Iprofile change to 0709 approval pdf PTID 5177 I_S-104Rt.pdf PTID 5177 I S -108R1 pdf PTID 5177 I S-1 18R.pd PTID 5177 I S -122R pdf PTID 5177 I S-123R.pdf PTID 5177 1 S -134R pdf . PTID 5177 1 S-143-1.pdf PTID 5177 IaS-144-1.pdf PTID 5177_1 S-158-2.pd PTID 5177 I_S-169-2 pdf PTID 5177 1_S-172-2.pdf PTID 51771 S-173-2.pdf PTID 5177 1_S-180-2.pdf PTID 5177 1_S-181-2 pdf Method 1 Option A Approved 09/21/2005 10/11/2005 Page 1 11 pp/Seq Product Model # or Model # Name Description Limits of Use 07-09 waivers to 07-09 waivers to 07-07 07-07 and 75-75, and 75-75 See attached Reflections 5500, waivers. 7460 DP = +/- 5177.1 07-09 waivers to 07-07 Prism Platinum, F -R55 60x60 DP = +/- F- and 75-75 PL Ultimate, LC50 72x60 DP = +/- F - Sears 9300, LC60 96x72 DP = +/- F - Storm Breaker, LC45 60x60 DP = +/- F- inyl Fixed LC50 Non -Impact, Not for use in HVHZ. 07-75 waivers to 75-75, 07-75 waivers to see attached waivers, 75-75, THD @ Vinyl Fixed. 60x60 DP = 5177.2 07-75 waivers to 75-75 Home Services +/- F-LC50 72x60 DP = 500, Polar Wall, +/- F-LC60 96x72 DP = Vinyl Fixed +/- F-LC45 Non -Impact, Not for use in HVHZ. 08-08 Profinish Contractor, 08-08 Vinyl Casement 5177.3 08-08 Profinsih Mastser, Fixed. 7460 DP = +/- F- Luminess 700, R55 Non -Impact, Not for Luminess 800 use In HVHZ. inyl Casement httn://www.flnrl(inhi1ilflincr nra/rnr/nr rlAfl oon9TD P—AZ 1'77P.DIT—/1V.-C--T-) Florida Building Code Online Page 3 of 4 Next httn://www.flori(lahnil(iino nra/nr/nr A -t] 9cn7TPT=G1'77kD17—OP,44 .—DC%Q__L Fixed. 08-09 Reflections 5500, Prism Platinum, PL ultimate, Generations, Impressions 9400, 08-09 Vinyl Casement Impressions Fixed, 80x60 DP = +/- F- 5177.4 08-09 9800, Sears R55 96x72 DP = +/- F- 9300, R40 80x60 DP = +/- F- StormBreaker, R55 Non - Impact, Not for HD @ Home use in HVHZ. Services 6100, HD @ Home Services 6500, Luminess 4500, Vinyl Casement Fixed 40-06, THD @ Home Services 40-06 Vinyl Fixed, 96x60 5177.5 0-06 6060, Profinish DP = +/- F -R45 48x60 DP Builder, Luminess F- R50 Non -Impact, 500, Vinyl Fixed Not for use in HVHZ. 40-17, Profinish Contractor, 40-17 Vinyl Fixed, 96x60 5177.6 0-17 Profinish Master, DP = +/- F -R35 96x72 DP Luminess 700, _ +/- F-LC35 Non -Impact, Luminess 800, Not for use in HVHZ. Vinyl Fixed 40-40, Reflections 5050, Reflections 5300, 40-40 Vinyl Fixed, 74x60 Prism Bronze, DP= +/- F -R50 80x48 DP Prism Ultra Gold, _ +/- F -R50 96x72 DP = 5177.7 0-40 PL Prestige, +/- F -R40 74x60 DP = +/- Impressions F -R50 80x48 DP = +/- F- 9400, THD @ R50 Non -Impact, Not for Home Services use in HVHZ. 6100, Luminess 500, Vinyl Fixed 75-09 waivers to 75-75 75-09 waivers to vinyl Fixed, See attached 75-75 waivers. 60x60 DP = F- 5177.8 75-09 waivers to 75-75 Impressions LC50 72x60 DP = F-LC60 9800, Vinyl Fixed 96x72 DP = F-LC45 Non - Impact, Not for use in HVHZ. 75-75 Vinyl Fixed, 60x60 75-75, DP = +/- F-LC50 72x60 5177.9 75-75 Generations Vinyl DP = +/- F-LC60 96x72 Fixed DP = +/- F-LC45 Non - Impact, Not for use in HVHZ. Next httn://www.flori(lahnil(iino nra/nr/nr A -t] 9cn7TPT=G1'77kD17—OP,44 .—DC%Q__L Florida Building Code Online Page 4 of 4 vcrl zwn accred Copyright and Disclaimer ; ©2000 The State of Florida. All rights reserved. ....................... VEAsFY� httn://www.floridahnilrlinu nro/nr/nr rla- l nc„9TPT—G1'7'7R.vIn I, � SIMONTON WINDOWS EX RUDED VINYL GEOMEMC SHAPED I= WiNDCW SER1F5 40-06 PRESSURE DERIVED BY COMPARISON ANALYSIS CORRELATION BETWEEN GLASS THICKNESS, UNIT SIZE AND DESIGN PRESSURE WAS VERIFIED WITH ASTM E1300. GENERAL NOTES 1. THIS PRODUCT IS DESIGNEE) TO COMPLY WITH THE FLORIDA BUILDING CODE, 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. WHEN THIS PRODUCT IS USED IN AN AREA REQUIRING WINDBORNE DEBRIS PROTECTION, FLORIDA BUILDING CODE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 4. MASONRY ANCHORING FOR 2x BUCK SEE SHEETS 2 AND 3 OF 4. 5. FOR ALL ANCHORING CROSS SECTIONS AND DETAILS SEE SHEET .4 OF 4. 6, AREA OF SQUARE FOOTAGE OF GLASS IS CALCULATED BY THE OVERALL WIDTH AND HEIGHT OF THE WINDOW SHAPE. PRODUCT DESCRIPTION 1. EXTRUDED PVC FIXED WINDOW WITH MITERED AND WELDED CORNERS. �. THE HEAD, SIDE JAMBS AND SILL ARE EXTRUDED PVC WITH AN EXTERIOR WALL THICKNESS OF 0.070". 3. ALL GLASS IS 3/4, 7/8" OR 1" INSULATED GLASS. SEE DESIGN PRESSURE CHART ABOVE FOR INDIVIDUAL UNITS' GLASS MAKE-UP. x CN M AN w � X i I N r, L i l �- 96". MAX. WIDTH EYEBROW WZLEE5 x _7Z_ w Cc �-- 96" MAX. WIDTH HALF ROUND [= w 2 x (Y t\ F�- 72" MAX. WIDTH I QUARTER ROUND FULL CIRCLE 1C 96" MAX. WIDTH" EYEBROW T . =_ x (V � t- 84 MAX. WIDTH LLIPS Z���07/24/02 Lyndon F. Schmidt Florida P. E. No. 43409 19506 French Lace Drive Lutz, FL 33558 Q N cn N ,QC C ILD N � D c o o0 U -0 CD c 0 0 � �Ocl__ v WV BUILDING )NSULTAN S, INC 813.659.9197 OTE 07/24/0. SCALE: N.T.S. OWG. BY: TJH CNK. BY: RW DRAWING NO.: S -138 -OC SNM 1 OF 4 SURE, UNIT SIZE & SQUARE FOOTAGE OF GLASS GLASS TYPE ; +35 +40 +45 +50 ffix72' 4" x 60" 48" x 60" 42" x 60" 42" x 54" 1/8" ANN. 3 sq. ft. 20 sq. ft. 18 sq. ft. 16 sq. ft. 6" x 60" 85" x 60" 77" x 60" 70" x 60" 3/16" ANN. 48 sq, ft. 40 sq. ft. 35 sq. ft. 32 sq. ft. 29 sq. .ft. 96" x72" 80" x 72" 72" x 72" 96" x 60" 74" x 60" 3/16" TEMP. 48 sq. ft. 40 sq. ft. 36 sq. ft. 40 sq. ft. 31 sq. ft. PRESSURE DERIVED BY COMPARISON ANALYSIS CORRELATION BETWEEN GLASS THICKNESS, UNIT SIZE AND DESIGN PRESSURE WAS VERIFIED WITH ASTM E1300. GENERAL NOTES 1. THIS PRODUCT IS DESIGNEE) TO COMPLY WITH THE FLORIDA BUILDING CODE, 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. WHEN THIS PRODUCT IS USED IN AN AREA REQUIRING WINDBORNE DEBRIS PROTECTION, FLORIDA BUILDING CODE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 4. MASONRY ANCHORING FOR 2x BUCK SEE SHEETS 2 AND 3 OF 4. 5. FOR ALL ANCHORING CROSS SECTIONS AND DETAILS SEE SHEET .4 OF 4. 6, AREA OF SQUARE FOOTAGE OF GLASS IS CALCULATED BY THE OVERALL WIDTH AND HEIGHT OF THE WINDOW SHAPE. PRODUCT DESCRIPTION 1. EXTRUDED PVC FIXED WINDOW WITH MITERED AND WELDED CORNERS. �. THE HEAD, SIDE JAMBS AND SILL ARE EXTRUDED PVC WITH AN EXTERIOR WALL THICKNESS OF 0.070". 3. ALL GLASS IS 3/4, 7/8" OR 1" INSULATED GLASS. SEE DESIGN PRESSURE CHART ABOVE FOR INDIVIDUAL UNITS' GLASS MAKE-UP. x CN M AN w � X i I N r, L i l �- 96". MAX. WIDTH EYEBROW WZLEE5 x _7Z_ w Cc �-- 96" MAX. WIDTH HALF ROUND [= w 2 x (Y t\ F�- 72" MAX. WIDTH I QUARTER ROUND FULL CIRCLE 1C 96" MAX. WIDTH" EYEBROW T . =_ x (V � t- 84 MAX. WIDTH LLIPS Z���07/24/02 Lyndon F. Schmidt Florida P. E. No. 43409 19506 French Lace Drive Lutz, FL 33558 Q N cn N ,QC C ILD N � D c o o0 U -0 CD c 0 0 � �Ocl__ v WV BUILDING )NSULTAN S, INC 813.659.9197 OTE 07/24/0. SCALE: N.T.S. OWG. BY: TJH CNK. BY: RW DRAWING NO.: S -138 -OC SNM 1 OF 4 SEE DETAILSH #'0 x 2 1/4" MIN. A & "B" SHEET METAL SCREW '- SHT. 4 TYP. 3" 4 FRAME TO BUCK, TYP, o 6 3" 3 u m Ln r o a r' '{ 6' u z J r; I v r1 f Lil u J C Li � yV _ e FRAME a° o Lo BRACE o 2. IF3" �* SEE DETAILS A" do B eSHEET #i0 x 2 1/4' MIN. J U-) G) TANGENT POINT 45. #10 x 2 1/4' MIN. SHT. 4 TYP. 3' METAL SCREW TO BUCK, TYP. > 0 2' x 3/16" MIN. SHEET METAL SCRE'NFRAM FRAME TO BRACE, TYP. 6' , k 2 3/4" x 3/16" MIN. TAPCON, TYP. SILL 6" TAPCON, TYP. BUCK TO MASONRY y TO MASONRY 12' MAX: SPACING �.:. N FRAME 3 ��N -d --- '.. RACE k0 3' i c d 6" ' = 43• � U O O O 96" MAX. OVERALL WIDTH '� _ >1i10 x 2 1/4" MIN. SHEET' METAL SCREW O j L] O U _ FRAME TO BRACE, TYP. O > TANGENT POINT � C� O Q CL CENTERED BETWEEN } o a CORNER TAPCON & SEE DETAILS #10 x 2 1/4' MIN. TAPCON J' DOWN O A" & "B' SHEEP METAL SCREW FROM BRACE C -UNE ti } Cn SHT- 4 TYP. FRAME TO BUCK, TYP. 2 x 3/16" MIN. n p 3"2 3/4" x 3/16' MIN. TAPCON, TYP. SILL z 0 W p Cl 6 3" J" TAPCON, TYP. BUCK TO MASONRY O cn 6' TO MASONRY~ Q = z 12" MAX. SPACING y 3 '; 4 C.7 c� W � } Y z �- c FRAME .: t �•� a U u` Z w BRACE n --16" J d p ui 1 J 96' MAX. OVERALL WIDTH L %C `> J¢ "1 TANGENT POINTZ 4$. EYEBROW 'NII EGS cv Lu #10 x 2 1/4" MIN. � SHEET METAL SCREW 0 TA x 3116' ,TY MIN. FRAME' TO BRACE, TYP. 2 3/4' x 3/16" MIN. TAPCON, TYP. SILLaw�iNc TAPCON, TYP. BUCK TO MASONRY t , TO MASONRY coNsuur,wrs, iNc 91.6$9.9197 12 MAX. SPACING QAM 07/24/02 sw` N.T.S. 1 e " rnrc. BY: TJH 6 CNu. ar: RW 96" MAX, OVERALL WIDTH ORWHc Nc_ 5 -138 -OC HALF CIRCLE sNEFr 2 OF 4 SH7. 4 TYP. 3 ^ •v � i a L O J Ln '-•—L W TANGENT PIONT I SEE DETAILS c a a 'A & ,.B" o C) BRACE n 110 x 2 1/4" MLN. SHT. 43•e 3" c '2 Lo u CL SHEET METAL SCRE'N143� -J a Ln FRAME TO BRACE, TYP. 3 —jtr 3" 3" 3" LL a) d Q v , • �[ FRAME o �`RRArF �+ 10 x 2 I 4" MIN. N :I - Li #10 x 2 1/4' MIN. i RACE BRACE 45 / Q SHEET METAL SCREW SHEET METAL SCREW N TANGENT POINT FRAME TO BUCK, TYP. F FRAME TO BRACE, TYP. 03 w 110 x 2 1/4" MIN. C. N r\ 2 3/4" x 3/16" MIN. _ _ SHEET METAL SCREW C TAPCON, TYR. BUCK ': FRAME TO BUCK, TYP. 3 U L TO MASONRY ¢ FRA OC O O 4 U Ln ca > C o _ O G 12'yi 6 x 2" x 3/16" MIN. C_ TAPCON, TYP. SILL O 72" MAX. OVERALL WIDTH TO MASONRY 2 3/4" x 3/16" MIN. 2" x 3/16" MIN. TAPCON, TYP. BUCK Q: QUARTER ROUND TO MASONRP. SILL TO MASONRY o y 4 z C] o SEE _DETAILS O Ln Q o SHT. TT . §10 x 2 1/4" MIN. e �F ME � Z 1/2" x x/16" MIN.. SHEET METAL SCREW TAPCON, TYP. BRACE FRAME TO BUCK, TYP. MAX. OVERALL WIDTH TO. SILL, SEE DETAILS w Jr772' O C 3' 6" A' & "B" SHT. 4 Y s' JJJ--------- 3" I 3"� J" FULL CIRCL�L FOR SPACING ONLY z J10 x 2 1/4" MIN. O W Z SHEET METAL SCREW U N FRAME TO BRACE, TYP. z a x J FRAME sG. . ' TANGENT NOTE: I -3" POINT1. This instollation has been evaluated for use in locations adhering to the Florida Building Code�suitDwcl .MAX. SPACING CNSUL7ANTS. INC and where pressure requirements as determined by ASCE '7 Minimum Design Loads for Buildings 813.859.9197 and Other Structures do not exceed the design pressure ratings listed herein. rAm 07/24/02 2* x 3/16" MIN. 2. All interior and exterior perimeter surfaces of the window must be caulked. scar N.T.S. 2 3/4x 3/16 TAPCON, TYP. SILL UK. sY: TJH MIN.TAPCON, TYP. TO MASONRY 3. Adjust Tapcon anchor locations, if necesscr/, to maintain a minimum 2.0" clearance from mortar joints. SUCK TO MASONRY04K. BY: RW 84" MAX. OVERALL WIDTH 4. When installing the unit in a wood construction application, the anchor type and spacing for the DRAMNa Na.' S-138-OC ELLIPS J 10 x 2 1/4" Min. will be the some. The 2X buck will be replaced by the framed jack studs. sHEr 3 or 4 z SILICONE CAULK W 1/4- MAX. SHIM HEAD JAM8 HEAD JAMB SILICONE CAUUC STUCCO MASONRY YPE ANCHOR, MIN, DRYWALL W1.15" MIN. C -SINK I " " Z x 6' MIN. EMBEDMENT Z_ SILICONE CAULK m 2X BUCK 1. x 2' 1.25" MIN. 1/4' .VAX. SHIM SHEET METAL. SCREW EMB. f SILICONE CAULK 2 3/4' x 3/1 a"' TAPCON FURRING CRT'NALL a D c 1.25" MIN. -= Z.0' TYPE ANCHOR, MN. EMB. STUCCO az a� MASGNRY LINTEL EMB. I MIN. W/.15' C -SINK Z_ x 6' E M STUCCOW - ; Z' I 1 ; ` SILICONE CAULK 1 Z ( i J L r7 U o z X10 x 2 1/4' � L FURRING Jcu N _ SHE'T MEAL SC,4EN o ,O J ul 2 J/4' x 3/16- TAPCON 01 z SILICONE CAULK W 1/4- MAX. SHIM HEAD JAM8 HEAD JAMB SILICONE CAUUC STUCCO MASONRY 2- x 3/16` TAPCCN TYPE ANCHOR SILICONE CAULK INSIDE STOCL SHIM 1' x 2' FURRING SIL DRYWALL z z m 2 0' SILL N w MIN. YPE ANCHOR, MIN, DRYWALL W1.15" MIN. C -SINK I " " Z x 6' MIN. EMBEDMENT Z_ SILICONE CAULK m 2X BUCK 10 x 2 1/4" 1.25" MIN. 1/4' .VAX. SHIM SHEET METAL. SCREW EMB. f SILICONE CAULK .�� 1.33" M1N. EMB. STUCCO VERTICAL JAMB 2- x 3/16` TAPCCN TYPE ANCHOR SILICONE CAULK INSIDE STOCL SHIM 1' x 2' FURRING SIL DRYWALL z z m 2 0' SILL N w MIN. 4. UNTEL 2X BUCK L JB x 2 1/2' WOOD SCREW, TYP. SEE 2 X 4 MIN. x 2 1/2" WOOD NOTE 2 SHT. 4 BRACE SCREW, TYP. SEE 2 X 4 MIN. NOTE 2 SHT. '4 BRACE DETAIL A' BRACE ATTACHMENT J8 x 2 1/2' WOOD 2X BUCK SCREW, TYP. SEE NOTE 2 SHT. 4 DETAIL 'B' NOTE: BRACE ATTACHMENT 1. ALL HOLES IN THE 2X BRACE FOR THE ATTACHMENT SCREWS MUST BE PRE -DRILLED TO PREVENT THE BRACE FROM SPLITING. 2. IN THE FULL CIRCLE APPLICATION REPLACE, THE ,J8 x 2 1/2' SCREWS ATTACHING THE BRACES TO THE SILL WITH 2 1/2" x 3/16" MIN. TAPCONS. u Ln Z cd Q N �- m N CDC N � O �f- C 0 O O c cf)m o Q Z W O Q � Ln Up C4 © � Z N QO Lj _x C� J G.3 L U Ln �BU ILDI NG caHsu�r'vn-s, iNc 813.659.9197 ', 07/24/02 N.T.S. owc. sr: TJH a{x. er: RW 6RA'WN NNQ,: S -138 -OC sir 4 of 4 2 3/4" x 3/16" MIN. TAPCON, TYP. BUCK MASONRY TO MASONRY W/ 1.25" MIN. EMBEDMENT Z_ m 2X BUCK W � .- d .. e O Z C 4. UNTEL 2X BUCK L JB x 2 1/2' WOOD SCREW, TYP. SEE 2 X 4 MIN. x 2 1/2" WOOD NOTE 2 SHT. 4 BRACE SCREW, TYP. SEE 2 X 4 MIN. NOTE 2 SHT. '4 BRACE DETAIL A' BRACE ATTACHMENT J8 x 2 1/2' WOOD 2X BUCK SCREW, TYP. SEE NOTE 2 SHT. 4 DETAIL 'B' NOTE: BRACE ATTACHMENT 1. ALL HOLES IN THE 2X BRACE FOR THE ATTACHMENT SCREWS MUST BE PRE -DRILLED TO PREVENT THE BRACE FROM SPLITING. 2. IN THE FULL CIRCLE APPLICATION REPLACE, THE ,J8 x 2 1/2' SCREWS ATTACHING THE BRACES TO THE SILL WITH 2 1/2" x 3/16" MIN. TAPCONS. u Ln Z cd Q N �- m N CDC N � O �f- C 0 O O c cf)m o Q Z W O Q � Ln Up C4 © � Z N QO Lj _x C� J G.3 L U Ln �BU ILDI NG caHsu�r'vn-s, iNc 813.659.9197 ', 07/24/02 N.T.S. owc. sr: TJH a{x. er: RW 6RA'WN NNQ,: S -138 -OC sir 4 of 4 e s Pjt� Pag_F Product App !cation User: Public User - Not Associated with Organization Application #: Need.HeIT. ? FL5187 Date Submitted: 09/01/2005 Code Version: 2004 Product Manufacturer: Simonton Windows Address/Phone/email: I Cochrane Ave Pennsboro, WV 26415 (800)746-6687 Technical Representative: Chuck Anderson Technical Representative 1 Cochran Ave. Address/Phone/email: Pennsboro, WV 26415 (800) 746-6687 chuck—anderson@slmonton.com Quality Assurance Representative: AAMA Quality Assurance Representative 1827 Walden Office Square Address/Phone/email: Suite 550 Schaumburg, IL 60173 (847) 303-5664 Webmaster E,.aamanet.org Category: Exterior. Doors Subcategory: Sliding Evaluation Method: Certification Mark or Listing Referenced Standards from the Section Standard Florida Building Code: _Year ANSI/AAMX/N A/101/LS.2 1997 Certification Agency' American Architectural Manufacturers Association , Quality Assurance Entity: Validation Entity: http:,/,'www. floridabuilding.org/pr/pr_detl.asp?IPT=.5187&RV=O&fm=ROSrch 1/23/2006 Authorized Signature: Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method Application Status: Date Validated: Date Approved: Date Certified to the 2004 Code: Page: _Go Chuck Anderson Chuck_AndersonCsimonton.com PTLD 5.187_1 F -R45- I0SX43.,pcif PTID 5187 1_F-R50-._10SX48.pdt PTID_518.7_l F.-R50-418X96,.pdf PT1DJIS7_I_F-R�0 60X96.pdf PTID 51S7 l._F-R55_49X108,_pdf PTID _5187�1�-old AA!%IA door._95x80:.pdf PTID 5187_1_S-1071Z2_pdf PTID _518_7=1_S-147- I_Af PTID 5187 1 S-1'48-l.pdf PTID 5187 1_S-149- I _pdf PTID 5187_I_S-150- l .pdf PTID 5187 1 S_I61_2..p_df PTID 5187 I S-133-2.Rdf PTID_ 5187_1 _S -1M 2_p_df PTID 5137=I=S-185_2.pdf PTID 5187 1.._S_I94-2.pdf PTID_ 5187_ 1_ SGD-R')0-107X30.pdf PTID 5.1.871 SG._D-83)0.-77X84.pdf PTID_ 1.87 .ISGD R.35_-143,X79,pdf PTID 5187i1_SGD_-R -71x80..pdf PTID 5187 1_SGD_ R35-7.1X96.pdf PTID 51.8:1 1._SGD-R40-71X79,pdf PTID _518.7=1 SGD.-R40-95X79_pdf PTID 5187 I SG.D-R4-s-107X30-.pdf PTID_5187_I_SGD-R45-71 X.1 16,pdf PTID 5187 1 SGD-R50-71._X79.pdf PTID-5187 l_SGD-RSO-71 X30,pdf Method 1 Option A Approved 09/26/2005 10/11/2005 Page 1 / 1 Page 2 of 4 pp/Seq # Product Model # or Name Model Description Limits of Use 06-05 Vinyl Sliding patio 06-05, door. 2 -lite 71x80 DP = +1 Impressions SGD-R35 2 -lite 71x80 DP 9400, Profinish = +/- SGD-R50 2 -lite Contractor, 71x96 DP = +/- SGD-R35 187.1 06-05 Profinish master, 3 -lite 107x80 DP = +/- Luminess 700, SGD-R30 3 -lite 107x80 Luminess 800, DP = +/- SGD-R45 2 -lite inyl Sliding Patio 77x84 DP = +/- SGD-R30 Door. 2 -lite 95.25x79.5 DP = +/- SGD R35 Non -Impact, Not for use in HVHZ 06-05, Impressions 06-05 Vinyl Sliding patio http: //www.floridabuildinc,.or,- pr,"pr_detl.asp?IPT=5187&RV=O&fin=ROSrch 1/23/2006 lvl,uu Du,iuuig �_oae vniine rage J of 4 187.2 106-05 187.3 106-05 187.4 107-07 187.5 107-07 187.6 107-07 9400; Profinish Idoor with picture window Contractor, (transom) 108x48 DP = Luminess 700, +/- F -R45 Total Unit size inyl Sliding Patio 71x116 DP = SGD +/- door with Picture R45 Non -Impact, not for rvindow (transom) use in HVHZ. 06-05, Home Services Impressicns 9400, Profinish 06-05 Vinyl sliding glass Contractor, door, Picture window Luminess 700, (sidelite) 48x96 DP = +/- Vinyl, Sliding F -R50 Non -Impact, not for glass door, use in HVHZ. Picture windows t (transom). (sidelite) � 07-07, Reflections 5500, Prism Platinum, Generations, PL Ultimate, Impressions 07-07, vinyl sliding glass 9800, THD @ door, Picture window Home Services (sidelite). 48x108 DP = +/- 6100, THD @ SGD-R55 Non -Impact, Home Services Not for use in HVHZ. 6500, Luminess 4500, Vinyl Sliding glass door Picture window, (sidelite) 07-07, Reflections 5500, 'rism Platinum„ 3enerations, PL 07-07 Vinyl Sliding patio Jltimate, door. 2 -lite 71x79 DP=+/- mpressions SGD-R40 2 -lite 71x79 x800, THD @ DP=+/-SGD-R50 2 -lite dome Services 95x79 DP = +/- SGD-R40 -lomTHD @ -lite 143x79 DP=+/-SGD- iome Services000, R35 Non -Impact, Not for ;500, Luminess use in HVHZ. 500 Vinyl Sliding 'atio door.. 07-07, reflections 5500, 'rism Platinum, ;enerations, PL Next http://www.floridabulId1ng.org/pr/pr_detl.asp'?IPT=D- 187&RV=O&fm=ROSrch 1/23/2006 Impressions 07-07 Vinyl, Sliding patio 9800, THD @ door picture window Home Services (transom) 60x96 DP = +/- 6100, THD @ F -R50 108x48 DP = +/- F - Home Services R50 Non -impact, Not for 6500, Luminess use in HVHZ. 500, Vinyl Sliding Patio doo Picture window (transom). � Next http://www.floridabulId1ng.org/pr/pr_detl.asp'?IPT=D- 187&RV=O&fm=ROSrch 1/23/2006 1. MOD D SIGNATIn , i Simonton Windows Series 07-7D � o 07-07 ttnyl Sliding PatioDoor MASONRY LwTEL I m 0 MAXIMUM OVFRA N MINA! SIZE' h w I � NOM'" Sngle up to 95" x 7g" N DESIGN PRESSUREo RATIN Anchors: Positive 50.0 PSF Negative 50.0 PSF" — v 6 - x 2 4- x 3/16- Doors: Design Pressure Ratings Vary; FURRING E E See iAPCDN TYPE t z° o n Corresponding AAMq Test Report or Dade ANCHOR -' r NOA or Florida P.E. Evoluotion. SILICONE w 4 75ABLF CONFI URA710NS: OX, X0 _ CAULK a Q. N iENFRAI D RIPTION SILICONE CAULK - m ThJ ---- e head and side jambs are extruded PVC DRYWALL a ------ -_.... The wall thickness . through _ '- -_ .__.. .. t/1' MAX. w .ch he anchor screw pene trotes -- �- -- - - SHIM_ SPACE....._.__. is o minimum of 0.070-. INACTIVE DOOR - PANEL HEAD JAMB 1- x 8- 1 FURRING DRYWALL ^ Cv ACTIVE DOOR 0'0" PANEL�Y - Q N v SILICONE CAULK 0 > N 1/4' MAX. '0 S' MASONRY 3 'C C ] N SHIM SPACE HEAD JAMB SIDE JAMB o U 6 U 1.25- MIN. p C EMB. E c C 2 N noxCl- 4-3/11' 4-3/16' TAPCON TYPE ANCHOR ACTIVE DOOR INACTIVE DOOR PANEL q L0 } PANEL INACTIVE DOOR Z LY PANEL Z THRESHOLD SILICONE F-- O CAULK -Ln N Q } O SILICONE Z O VERTICAL JAMB N CAULK SILICONE (n O CAULK O p U U 0 R Z CO Z 0 x 4' MASONRY FLOOR O W J � x 3/16' _ TAPCON TYPE U ANCHOR —T Z O _i ' (7-) SILL � o N NOTE. _I. This system hos be ..... ... _ .:_ ..._ _ . vola ted ! u n 00 co0ons odhe 'ng t the Florida Building Code �o Na and h pressure � CONSU�LMS, wC and Other Sir lures d° not a Is o determined by ASCE 7 Minimum Des g Loads For Buildings 813.659 9197 rceed the design pressure rotings listed herein. 2. For installations where the sub -Duck is less than 1-1/2- (FBC section 1707.4.4 Anchorage Methods DATE: 4/22/02 ono sub -sections 1707.4.4,1 and 1707.4 4,2) TOP[On type concrete anchors must be used and the length mus: be such that o minimum 1-1/4- engooement o! the To c 5ZA1L N,T.5. 3. Wall dressin0 at frame and exterior wall Face by others. P on into the masonry wall is obtained. O.C. BY: TJH 4. All inferior and exterior perimeter surfaces or the door must be caulked. CNN. BY: R.W. rn.in, Uy' -HALL WIDTH 5. See ManulOcturer's Installation Instructions /or otldilionOl Hardware anchorin i/ DRAWING NO.: 6. Adjust TOPCan anchor locations, i/ necessary- 9 required. 5-10782 ssory, to moinl oin o minimum 2.0" cleor°nce Irom mortar joint, sHm i or 1