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HomeMy WebLinkAbout2512 Clairmont Ave - BR05-003370 (WINDOW REPLACEMENT) DOCUMENTSPermit # , 05 .55-70 Job Address: dr Description of Work: d RECEIVE® � c � `-� • e lO CITY OF SANFORD PERMIT APPL(JUJI(* 1 ZOO " JU tJ _ Date: Historic District: Zoning: Value of Work: S_ 4(r7E. Permit Type: Building L--�Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Itiquired) Plumbing/ New Commercial: # of Fixtures f# of Water & Sewer Lines # of Gas Lines r• Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Vommercial Industrial Total Square Footage: Construction Type:. # of Stories: # of Dwelling Units: Flood Zone:(FEMA form required for other 'han x) Parcel #:fes/ Owners.Name & Address: Contractor Name & Address: ==11riisAff1AFu7Ara (Attach Proof of Ownership & Legal Description) r rrC}f`'1� A Ve Phone: �� V /ttvW 3 3 blq State License Number. C - 4C C�JYIv6 Phone & Fax: (k 63 6"�`� 630-56 /02 Contact Peron: Phone: Bonding Company: Address: Mormaee Lender: Address: Architect/Engineer: 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 understalid 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 permit is v ati�n at 1 will notify owner of the prope oft requir of Florida Lien Law, FS 713..- 5 Sign re o caner/Agent e Xr 00 Date Signature of Contractor/Agent Date t Owner/A ent' N mePrint Contractor/Agent's Name z7/ SignaVevlllkary a Florida to Signature of, Mary -State ofVaefide- G71i Date MICHAEL C. SCHAPER - NOTARY PUBLIC - STATE OF FLORIDA Owner/Agent is _ Personally Known tOt'IlWCBSION # D0103907 Produced ID EXp1REsoslt9/2om SONDED RV t-W&NOTWI APPLICATION APPROVED BY: Bldg: I oning: _ (Initial & Date) (Initial & Date) Special Conditions: Contractor/Agent is _ Produced ID - Utilities: aAlt or I RGARET PAYNE NOTARY PUBLIC Gwjnnett County & Date `r" `,�xltittial� at2}- My OMtl't. x_xplres an. 21, 2006 r• Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DETAIL Davin JoHnso", CFA, ASA C3 PROPERTY APPRAISER" M ' 6 ziMINOLE COUNTY FL_ p Z 1101 E. FMsT sT SANFORD, FL 32771.14 1 m m 407.665-7506 EM�. 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 02-20-30-501-0000 Number of Buildings: 1 Tax Dist SANFORD Parcel Id: 0450 ct: S1- Depreciated Bldg Value: $68,609 Owner: ENGROFF DAVID B Exemtions: p Depreciated EXFT Value: $902 & LISA E HOMESTEAD Land Value (Market): $12,600 Address: 2512 CLAIRMONT AVE Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $82,111 Property Address: 2512 CLAIRMONT AVE Assessed Value (SOH): $49,702 Subdivision Name: GENEVA TERRACE Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $24,702 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $843 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $477 WARRANTY DEED 08/1991 02332 0385 $49,500 Improved Save Our Homes (SOH) Savings: $366 2004 Taxable Value: $23,254 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LEG LOT 45 GENEVA TERRACE PB 11 PG 36 LOT 0 0 1.000 12,600.00 $12,600 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1958 6 1,446 1,810 1,446 CONC BLOCK $68,609 $93,985 Appendage / Sgft UTILITY UNFINISHED / 96 Appendage / Sgft CARPORT UNFINISHED / 252 Appendage / Sgft OPEN PORCH FINISHED / 16 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1958 1 $600 $1,500 WOOD CARPORT NO FL 1970 252 $302 $756 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_tltle?parcel=02203050100000450... 6/14/2005 AT-HOME �[Q / It May Concern: This letter will authorize the following person(s) to act as agent(s) on behalf of THD At -Home Services, Inc.., D/B/A The Home Depot At -Home Services, 3200 Cobb Galleria Parkway, Suite 200, Atlanta, GA 30339 to pull for permits and inspections with respect to the installation, maintenance and repair of windows, siding and fencing under Florida State Building Contractor license number CRC058500. This authorization shall expire and automatically be revoked on the 30th day of July, 2005 Authorized person(s): Angelo Santiago Angela Lawson -Santiago Kymani Tate Tina West 0 nA- Qualifierr Bill Charles Bertier THD At Home Services, Inc. D/B/A The Home Depot At -Home Services STATE OF GEORGIA COUNTY OF COBB The foregoing instrument was acknowledged before me this 27th day of June, 2005, by Bill Charles Bertier. 9, �� Notary PUlic S to of Georgia Marizaret Pavne Printed Name: 1/21/06 My Commission Expires: Personally Known X or Produced Identification (Seal) MARGARET PAYNE NOTARY PUBLIC Gwinnett County State of Georgia My Comm. Expires Jan. 21, 2006 THD At -Home Services, Inc. 3200 Cobb Galleria Parkway • Suite 200 • Atlanta, GA 30339 (770) 779-1300 • Fax (770) 984-0709 • Toll Free 1-877-469-0114 F ­ HOME IMPROVEMENT CONTRACT Branch Name: Date:'517-216Sold, Furnished &Installed by: THD At -Home Services, Inc. d/b/a The Home Depot At -Home Services Branch Number:_ _Job #: i 207 Kelsey Lane, Suite G Tampa, FL 33619 Toll Free (866)653-84338;c(88113o)�630-4111; Fax: (813) 630-4112 Installaiion Address: 1Z��ei b�J' PL L' #� oo, cCl5�3, ccc13 z58183 WT' City State Zin Purchasers : Driver's Lie. # & Exp. Date: Work Phone: Home Phones Z 2 t� . ( 3 -y1Z2. ( Zg.. Home Address: (if different from Installation Address) City State Zip Proiect Information I/We ("Purchaser"), the owners of the property located at the above installation address. offer to contract with Home Depot U.S.A., Inc. ("Home Depot") to furnish, deliver and arrange for the installation of all materials as described on the attached Spec Sheet # L�O��� incorporated herein by reference and made a part hereof. home Depot reserves the right to cancel this contract if, upon re -inspection of the job, Home Depot determines that it cannot perform its obligations. due to a structural problem with the home or because work required to complete the job was not included in the contract. CONTRACT AMOUNT *LESS DEPOSIT BALANCE DUE ON COMPLETION $ 0 *Minimum 25% of Contract Amount due upon execution of this contract. Indicate Payment Method For BALANCE DUE ON - P,LFT'I BE W DEPOSIT PAYMENT OPTIONS (Subject to fund verification and/or credit approval.) I. Check, Cashiers Check or US Postal Service Morley Order (made payable to The Home Depot). 2. Credit Card* and/or other payment options - Circle One Below Visa MasterCard Discover American The Home Depot Home Improvement Loan The Home Depot Credit Card Available Credit: $ �(HIL &-HDCC ONLY) Acct#: 404 32y 1 %Z1q Exp. Date: Name as it appears on card: 549 V7 *By my/our signature below. I/We agree to allow The Home Depot to charge the above reenfeed credit card for the dep 't indicated. %7- b S Cardholder's Signature Date HIL or HDCC Authorization Codes Deposit Final Payment Purchaser agrees that, immediately upon satisfactory completion of the work, Purchaser will execute a Completion Certificate and pay any balance due. Purchaser also agrees to be jointly and severally obligated and liable hereunder. Entire Agreement: This agreement and its attachments, including any financing agreement, contain the complete agreement bietween t ie parties and can not be amended or modified unless in writing in a separate agreement signed by both parties. NOTICE TO PURCHASER Do not sign this contract before you read it. Do not sign this Agreement if blank. You are entitled to a copy of this Agreement at tine time You sign it. You should keep it to protect your rights. This agreement may contain a mortgage or otherwise create a lien on your property that could be foreclosed on if You do not pay. Be sure You understand all provisions of this Agreement before You sign it. Do not sign any Completion Certificate or agreement stating that yon are satisfied with the entire project before this project is complete. Law prohibits home repair contractors from requesting or accepting a Completion Certificate signed by tile owner prior to the actual completion of the work to be performed under the contract. You may cancel this transaction at any time prior to midnight of the third business day after the date of this contract. See Notice of Cancellation for an explanation of this right. There will be a service charge equal to 25% of the contract amount if the job is cancelled by Purchaser AFTER the third business day. BY MY/OUR SIGNATURE BELOW, I/WE .AGREE TO BE BOUND BY THE TERMS OF THIS CONTRACT. I/WE ACKNOWLEDGE RECEIPT OF A COPY OF THIS CONTRACT AND TWO COMPLETED COPIES OF THE NOTICE OF CANCELLATION. BY MY/OUR SIGNATURE BELOW, UWE UNDERSTAND THAT THE AGREEMENT IS SUBJECT TO REVIEW OF 1%1Y/OUR CREDIT HISTORY AND 1/WE AUTHORIZE HOME DEPOT TO VERIFY AND REVIEW MY/OUR CREDIT RECORD WITH AN INDEPENDENT CREDIT REPORTING AGENCY AND RELEASE THEM FROM ALL LIABILITY INCURRED FROM INADVERTENT OMISSIONS OR ERRORS. SUBMITTED BY: tultant Date: a li t ACCEPTED BY: _.]Date: J z7 Homeowner Date: Homeowner vJ M NOTICE: ADDITIONAL TERMS, CONDITIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE PART O IS CON TRACT ""•" White- Branch File Yellow - Customer Pink- Sales Consultant 2-1-05 C ,C �. Phone Number — - _Licl 35- ITAO DIAGRAM SHEET memo Job q V., I real Overall Length 2 Number the Windows to be replaced with the corresponding number from the Spec Sheet 3 Measure and list the distance from each corner of the home to the closest window Measure Mean Roof Height from the ground. Exp Overall Width sure Category�___,ArZ 4 Indicate which windows) Will meet Egress Code requirements In the bedroom.* to a point that is halfway from the peak to the eave % windows being replaced * At least 1 window or exterior door must meet the Egress Code Requirements -To be completed by f5effnit Coc —TE -1 TT REAR . . . . . . . . . . 4� Wr XF .00 c � C> Z5 �f .5. W i, � L----- ------ ar � FiT ,i= - .1r Axl NOTES; 1 Draw the Outline of the house and Indicate all windows and door& I real Overall Length 2 Number the Windows to be replaced with the corresponding number from the Spec Sheet 3 Measure and list the distance from each corner of the home to the closest window Measure Mean Roof Height from the ground. Exp Overall Width sure Category�___,ArZ 4 Indicate which windows) Will meet Egress Code requirements In the bedroom.* to a point that is halfway from the peak to the eave % windows being replaced * At least 1 window or exterior door must meet the Egress Code Requirements -To be completed by f5effnit Coc gINDOW OnECIFICATION SHEET - Spec.heet #: a 3 5 5 i Customer. 11-V► /��(Ya Job #: �_ 631 Consultant: >P Sheet: j of A – , ..uy – x•1.1, — , , � – - rvi rduV a Udtuen u00rS, use -o_ tatanonary) or -x" (operating) BAY / BOW WINDOW GARDEN WINDOWS Projection Angle: (Bay: 300 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 WALL THICKNESS" (inches) Existing window New Window N' Location (Room Floor) Style "Code" Metal Y/N Style "Code" Series "Code" O Measurements Grids Pattern' Pattern" Pattern '°2 Window & G19SS OptionsW "Code" Misc. Items "Code" Hinge Locations 3 Opening 0 o ° j o o =v �0 j j Ell = Csmt, CPC. Bay. Bow ,Rough Patio & Garden Doors (frorn outside, Lt to Rt) width H 2 L-751 3 4 5 6 7 8 9 10 11 12 Grid Pattern and Location MUST be indicated. Z 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 – , ..uy – x•1.1, — , , � – - rvi rduV a Udtuen u00rS, use -o_ tatanonary) or -x" (operating) BAY / BOW WINDOW GARDEN WINDOWS Projection Angle: (Bay: 300 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 WALL THICKNESS" (inches) SEATBOARD MATERIAL Specify Birch or Oak Veneer or White Pionite New Interior Casing (Bay/Bow/Garden/Patio Doors) Construct Roof 3 ( Yes / No) ° Additional charge for wall thickness of 6" or more. Clamshell (CL) or Colonial (CO) E 3 There is no guarantee that new shingles will match existing color. SPECIAL CONSIDERATIONS: 5-14-03 SA -W -SD have reviewed and agree with all of the job specifications described above. — , � � 0 C/ 4Z7 5 Custom Signature Dat Job Number 173 X37 Customer Name,,,, Window and Shutter Measurement Sheet Sales Person 1 _ PulIIhasin' ■ I ■ .. _ ��/ ' • :'� • � 07111 • . _ � . � ■Ilii ■1ri■■111�Ii 1 i • � III �� ��� • �II� / I It II I� I■ I IIA • r r I� ISI r / • I � • I■�r r■■ � ■II I II■IIr� ' ' •M 'i 1 t#r �— k�fi!. u>;•„ - -- ,:. ,'�h"���.� •s �o'^i. -. � �' -2 "� r .'F7a,-4. � s �,i: ; ry! f .a _,:�'� s� �fn-`',�d' ku�b�'..n..: ✓ h,4�..-- c'{:.w - �3 �{� �a>.p �3 '."'-4 Y.....`i4�V.rS.kRSw '. r. �f.. .. _,r: �..w 66 3,.} "aI � 6"� !y1 •�1. F. #�k. ...:x .:y5tll!.u.�_S!•4t��_-_'w':�'��r5sia�S�ri.�s..5.�.&.,. 1 �.yi (i•.. .?Sa« a.r's..+,u.• .wNer .y:. 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F.�rsv .._ ...t:'.�1S.uTfik:,^,i.. 1E!:.S x . ,i{'. �w"z_..�_� _ _ _ Florida Building Code Online Pale " I of I ., I r , , Frac i search Orc Quality Assurance 1827 Walden Office Square Representative Suite 550 User: Public User Not Asso'ciated with Orcyanization - Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Category: Windows Subcategory: Fixed Evaluation Method: ,Need Hel ? Application FL 178-R1 Date Submitted: 09130i2004 Florida Building Code:--'-_ rz AAIAA 101/I.S.2 1997 Product Manufacturer: Simonton Windows -0. Ni i % AddressiThone,lemail: I Cochrane Ave Pennsboro,W`V 26415 4 z '(800) 746-6697 1 0 Chuck Anders on Technical Reoresentative: Chuck Anderson Technical Representative I Cochran Ave. Address/Phone.,'email: Pennsboro, WV 26415 -6687 chuck anderson@simonton.com Quality Assurance AAAA Representative: Quality Assurance 1827 Walden Office Square Representative Suite 550 Address,Thone/email: Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Category: Windows Subcategory: Fixed Evaluation Method: Certification Mark or Listing 4� Referenced Standards from the Section Standard -"Year"l-, Florida Building Code:--'-_ rz AAIAA 101/I.S.2 1997 Certification Agency: merican Architectural Manufacturers Association -0. 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PTID -,. 178 R1 I 437 437 PWTrij Ie TR df �G..PTID p �••F I� , 178 R1 I' 437 438 PW Install pdf ` .. - ...••_'� ; _ .. .,..,.PTID 178- R1 I 75 75 DL TR-pdf r .� - ...: -., �•: :.. - _.� :-: v,m� ; . p��, I all pdf : � ,,�,� ��A� Product Approval Method Method i l Option A �•: t t`l �,C�T 'p-51 '�iSF�'�>.. .$ •-..-� :,,.`moi" 5.....� ..�._ { �^��'�'# �,� '; .z•'� y{,. �':. [:'.a,. .t. _. .,. FS1 rTk Y[�,� -�'� ft i L_. '. .. ............-.m........flt.Ill_��\I/{I/�IIe.TinY1l.'��]�iii�li.i r�.� �.. ry �...��.�.. "-.i...41�.....�7T.T.1T .1 "•l.n,.0_.T.�aT, YvOn.f �r Tl�n i e......,......_1....,�... �.e...xa..cc,c�.._. _. --., _. ..., .. ,. .. ears 9300; THD @ HS LL Florida Buildi'' ng Code Online 6100 6500: Luminess 4500 Tale" of4, 7-0 - Reflections 5500; Ap lic p aiionStatus: ' J-_ Aoprov ,-d Date t 19-2004"' -6 .4T abel Ultimate age: �7 8-09 - Impressions Page I _7 App/ Seq Product Model or Name Model Dekripjjo'fi Limits of Use eflections 5500; Prism w 6-05 - Impressions 9400; ;ew Construction ProFinish Door Pic Icture 108x48F-R14_-;3/16 ontractor; Luminess 700 dow in I Annealed Glass y 6-05 - Impressions 9400; Customized) Ultimate; —.4 178.2 roFinish Contractor, : Door Sidelite - 48 x 96 F -R50 3/16 rivate Label 75 00; No Hingein (.-,' l ) y aster; Luminess 700, 800 Myl nnealed Glass /-07 - Impressions ons 9800; i lass 96 x 72 F -R40 3/16 ears 9300; THD @ HS Luminess 4500; 08-08 - New 3.31, 178 6100, 6500; Reflections -500; Picture 74 x 60 F -R55 3/16 v Prism Platinum. 'invl rinealed Glass Contractor/Master; Luminess nvate Label 7500; u Ininess 4500 7001800 07-07 - Impressions 9800: Sears 9300; THD @ HS 1784 6100, 6500; Reflections 3 Door Picture 96 x66 P-k50x/16 ' 500; Prism Platinum; anealed Glass 108 x inflow Vinyl 4� F -0 a v ate Label 7500; 3/16 Ann& led Glass a em ere Glas's9(JxWF- ip ummess 4500 � I,,,' M �6� ti ew Construction Prc,Piinis�h 7-07 - Reflections 5500; -3 /l6ArifiFdlMG1as�_74 rism Platinum; Private on to udder, Lumin ess ess 500 00 inyf' abel (Customized) 178.5 Itimate; Private Label Side Lite - Vinyl 48 x 108 F -R45 3/16 �T;�;�50 1500; Impressions 9800 ealed Glass ears 9300; THD @ HS 6100 6500: Luminess 4500 7-0 - Reflections 5500; rism Platinum; Private Private e Deadlite -�,Vinyl 94 x 57 F -R40 3/16 abel Ultimate Annealed Glass �7 8-09 - Impressions 400/9800; Sears 9300; THD HS 610016500; eflections 5500; Prism w 08-08 - 74 x 60 F -R.55 3/16 latinum; Private Label 178.7 Customized) Ultimate; Picture Casement rinealed Glass 08-09 - 80 x rivate Label 75 00; No Hingein (.-,' l ) y 60 F -R55 3/16 Annealed lass 96 x 72 F -R40 3/16 g Luminess 4500; 08-08 - New Annealed Glass v Construction: ProFinish " Contractor/Master; Luminess 7001800 96 x 72 F -R30 3/16 a 06 0- THD 7HS 6100 - em ere Glas's9(JxWF- ip � I,,,' M �6� ti ew Construction Prc,Piinis�h g "�,s Fictiiie Wifid67W -3 /l6ArifiFdlMG1as�_74 on to udder, Lumin ess ess 500 00 inyf' 66 3/16 A nnealed �T;�;�50 lass 2 x 48 F -R50 1/8 e ss 0-06 - New Constructionp ic !uTe 48 x 60 F 2 178 9 Lit roFinish Builder, Ltiffilness ixed(Sh#`e-,d -R5 313 500 ealed Gla x 7 F Offly) n �0 P13 6 3/16 Annealed G ia ri t -M 96 x 72 F -R.3 0 3 1 6 J.- X- Florida Building Code Online 3/16 Annealed Glass 8x48F-R753/16 Tempered Glass 60 x 30 F- Pa2 of 4 75 3!I6 Tempered Glass 74 -:: a._. 63 F -C70 3/ 16 Tempered -e4 1 Glass 1 I 1 x 48 F -R60 3/16 a r Tempered Glass 112 x 49 F Picture Window -., ,5 3/16 Annealed Glass s k: lummum '' '4` Annealed Glass 96 X 60F r "Tempered Glass 145 x 61 F - F 16 Annealed Gtass 96 v I Annealed Glass 145 x 61 F- 40-17, = Ne�v'Gonstnacnon ¢' 80, k F -R46 TSI T i in 16 E 1 78 10 roFinish Contractor Picntre Window_ "� � nriealed Glass 74 X 60 : r=� Tempered Glass 145 x 61 F - Laster Luininzss 7,00`800 1 C40 TM Triple 3/16 _. ?- Tempered Glass 50 3/16 annealed Glass'.30y.� a $:: u Ut x 48 F -R» 3/Annealed �} , r ^ = Glass 0-40 - Impressions 9 300 s D @ HS b100, 74 X 60 F R55 3 'I6 .� I eflzchon`s 5050, 5,00; 178 11 _ risco Bronze L1tra Gold; Ptcture W endow nnealzd Glass 80 x 48 F- t« 55 3!16 Annealed Slass 96 'Private Label Customised inYl 72 F -R40 3/16 Annealed Prestige; Private Label 7300; lass s uminess 4500 435-43 - - 0 3.8x48FR35 e wv h ro . _ 3/16 Annealed Glass 4 1x64 t { _ 37-437/ 437-438 - 178.13 Litehouse 437, 438; rocision 437, 438 5-75 - Reflections 5500; Prism Platinum; Private .78.14.Label 7500; Impressions 800; Sears 9300; THD,.@ omes Services 6500 . `.. aluminum 3/16 Annealed Glass 8x48F-R753/16 Tempered Glass 60 x 30 F- 75 3!I6 Tempered Glass 74 - 63 F -C70 3/ 16 Tempered Glass 1 I 1 x 48 F -R60 3/16 Picture Window Tempered Glass 112 x 49 F Picture Window -., ,5 3/16 Annealed Glass s k: lummum '' '4` 112 x 64 F -C65 3/16 "Tempered Glass 145 x 61 F - C35 TM Triple 3/16 ha /r Annealed Glass 145 x 61 F- - C60 TVI Triple 3/16 Tempered Glass 435-436- 5 x 48 F-Ct0 3/I6 Tempered Glass 145 x 61 F - C40 TM Triple 3/16 Tempered Glass 437-437 - 54 X 49 F -R45 /16 Annealed Glass 111 x 63 F-055 3/16 Tempered Picture Window _ ` Glass 145 x 61 F -C35 TM aluminum Triple 3/16Annealed Glass 145 x 61 F -C60 TM Triple /16 Tempered Glass 437- 38 —111 x 63 F -C60 3/16 Tempered Glass 60 X 60 F-LC50 1/8 Picture Window nnealed Glass 72 X 60 F- rinyl C60 3/16 Annealed Glass — T 6 X 72 F-LC45 3/16 Annealed Glass ha /r :Next � x TM � 3.''��`�'•i � . � .,.' `. is 1 a'^3_. r y,.`� th r`''_i,>n """�'.. Qz.:'. ',"�� xi z Ar 1­ tan Discla}mer 02000 The State of Florida All rights reserved. �rJ, l3 i _ a T M - .. ,� �� ,ate ,��,.. �. - .. _.... ' ",!`�'�..��. �` � _ ♦ i�� � . ! x _"k '-t �. ,� `i wia S c. fix' Fk-.�sr -cr_:>-fir.- .:�- d GF F X 5 �.*0�! £...z -.w _, .{"�„ L.•r ti %� t. .,.'��s...�,..f+r�:.z . s``.tfiz .SWr�, r i f 41 r i a ry, at -" r , �g,9, 4 I1,^nj ... .- !Ij •f f., dW. 1 !') "r V Lif'•i�" cS"r a,'?`� k'S 1 j! km CENTERED BETWEEN ,ti yliTdek, t.+ht "1ki 3A Z ` C ( b O� 1, [1-110 Simonton Fixed Series 07-70 / 07-09 / 75-70 Vinyl °;.Simonton k v- ,,-. s",r „ks Fixed Series 07-75 /75-75 Vinyl Window 6 ' MAXfMUM OVERaIi�• NnLSIZ its. -9- up to 74' .60-' li t l DESI N PR 4SIIRF AeriA . n g't'• `` '" -: i t -Anchone Positive 55.0 PSF Negative .55.0 lost, a 15.5 MAX. SPACING Wiowsnd. Design, Pressure Ratings Vary; See 3E 11 Corresponding MMA Teat Report or Dade NCA it `: USAwI F �COMFIC iaenOR�c `' °� ' or, Florida P.E. Evaluation. fT: t x 0 7 ALL µCFNFRAl,-OESCRipnON ` I 77 FURRING Tha head and side Jamba are extruded PVC. -- - "• The wall thickness through which the anchor p screw penetrates Is a minimum of 0.070'. IJ - y. ., -v i t t s i ' �AI°QON,'� F - y♦ 7 t'yi E Jn x J/16` TYPE ANCHOR • -� o _ 1 6. _ 17. SHIM 1" x 6' i f 41 r i a ry, at r , .- i Yt k f d I �{ CENTERED BETWEEN END'SCREWS ti �Y b s k a r Window .... pt tib s jFLO pL u . ; a 15.5 MAX. SPACING 9 3E 11 6{ l it i e 4 fT: t x i f 41 r i a ry, at r , .- i Yt k f d I �{ CENTERED BETWEEN END'SCREWS ti �Y b s I a r Window .... pt oi .... . ; a 15.5 MAX. SPACING I int P: i [�# • - ZO MIN r N FU rn .: _ ': BRING c'r'S o B 9 . 74•' MAX OVERALL WIDTH y r , 7M F si i rr y Z.of e r'uy F i g t t'•� ti'fi � i L 4 0.11 .1 1' l.t ' n I at r , i Yt k f d I I Window .... pt oi MASONRY LINTEL' 2 ''_'' [�# • - ZO MIN r N FU rn .: _ ': BRING c'r'S o B $ 0 7 ALL 77 FURRING p IJ - TUCCO r. SILICONE'` ' �AI°QON,'� F SILICONE ! Jn x J/16` TYPE ANCHOR • -� o _ 1 1/4'MAX DRYWALL I � _ 17. SHIM 1" x 6' SIUCONE CAULK HEAD JAMB : - J x' J/16 TAPCON ' i � 9 . . TWE ANCIIOR 125 ." - i >h, ;MIN EMR f` vim' MAK # a' rn HEAD JAMB I Hill Q N i I SILICONE v rte• > CAUIX UcJ j stucco 6-4 V. $ U L)'6 i ,� C11VERifCAL `:IAMB r w. Pit -) 1�7.�i v( f I CLD rc aliT /16'.TMCON r}� . ..- iWE ANCHOR SIUCONE •- ' - f - CAULK SO Mr CAULK72111� jTUCCOo INSIDE SrOOL'. SHIM MASONRY lyl In , SILL i' + 2' FURRINGrk - ' DRYWALL_ V7 Y x t`plv�t, - _,f100KABOU. LEG SHOwN x J [T\: SILL N IN CROSS SECTION, . O Z,In -OPTIONAL s CANIdOU LEC ,-FXIENSION Uf-TAILED �P- _ 14f2TE� .. .• 2.0' MIN.._ _ . .,, .t ,.., as.'. �a'; -; 1. This Installation ha. been ..voluoted for use In .locations adhering to the Florida Building Coda and where preeeura raq,rhamenis oa delerrnlnad by ASCE 7 Mlnlmum Design Loads for Buildings• "' yp oulullNa ` Other and Structures do- not exceed the d.s19n p....... ra ling. listed herein. WNaulTArn s, inc tlIJ-655.978 r Z. For Inelollollana where the sub -bunk le I.4. than 1-1/Z'-(T'BC •action 1707,4.4 Mchoiago Method. 111 :.r i and sub-aecliana 1707.4.4.1 and 1707.4.4.2) Topeon type concrete anchors must be used and the UAr G./17/n� length must be Duch (hot a n'dnlmurri 1-1/4' engagement of the Topcon Into the mono iry woll- Is obtained. -SCALE: N.T.S, .7. NI interior and exterior . perimeter surfaces of the window must be coulwcd. 4. See Monufaclure•. Installation Instructions for additional hardware anchoring If required. 5. Adjust Topcon anchor locations. It necessary, to maintain a minimum 2.0' clearance from mortar Joint.. _ Ck1K. 0Y; Ihw. I ar -c Na: e. When fha optional Plead Expander. are U.sd file E. o used the anchor langlh fo, tain S-lOtR1 minimum ehi.d e uiredt-r-��L-eGI1Li1 main the __ Into the file. 3.1 Florida Building Code Online Page 1 of 4 SOF �.Communlq! (fig +r Q O � � t � l � tl I � '�� �•y���. t' � 1 ;J. 1 i 1 � i I I � � r r� �► s r 1 i t,.rr 7 Overview P,oducl ezueh oigvuZation Product Search Application User: Public User - Not Associated with Organization - Need H 1p ? Application #: FL143-R1 Date Submitted: 09/30/2004 Product Manufacturer: Simonton Windows Address/Phone/email: 1 Cochrane Ave; Pennsboro, WV 26415 j (800) 746-6687 Technical Representative: Chuck Anderson Technical Representative Address/Phone/email: 1 Cochran Ave. 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 160173 (847) 303-5664 I webmaster@aamanet.org Category: Windows Subcategory: Double Hung Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section Standard Year Code: 101/II.S. 2 1997 I Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity: Authorized Signature: Clntck Anderson http://www.floridabuilding.org/pr/pr_detl.asp?IPT=143&RV=1 &fin=ROSreh 4/11/2005 .Florida Building Code Online Page 2 of 4 E Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Application Status: Date Validated: Date Approved: Page: F- GO. Chuck_Anderson@sirnonton.c6m PTID_143=R.1 l 01 41000 Ol..pdf PTID 143=R1 '1_0 1 4 10002:071 df PTID 143 R 1 05 301.71. 01 pdf PTLD 143 Rl i1 05 30226_01_pdf PTID 143RI '1 05 30227 Ol.pdf I'TID 143 RI1 iI 0530233 01.Of PTID 113 R '1 05 30259 Ol.pdf PTID 143 R_I I 05 30260 Ol.pdf PTID 143 RI '1 05 30261 01.pdf PTID 143 RI '1505 30281 01_pdf PTID 143 R 11 05 30282 O pdf PTID 143 R I 'I 05_30284 O1_pdf PTID 143_R1 1 05 30308 01.pdf PTID 143 R1 1 05 330349 OLpdf PTID�143 RI 'I 05 30359 Ol.pdf PTID 143®RI 11 05 30369 01.pdf PTID 143 R1 1 05 30370 0].pdf PTID 143 R 1 1 05 30447 01Ol.pdf PTID 143R1 I O5 30611 OITdf PTID_143 RI 1 05_30612 01.p&f PTID 143 RI 'I S-IOIRI installation.pdf 1 PTID 143 R1 11 S -115R1 installation.pdf PTID '143 RI 'I S -124R installation.p&f j PTID 143 RI !I S-159-2 installation.pdf I PTID 143 R1 'I S-166-2 installation.pdf PTID _14_3_R1 II S-174_-2 installation.pdf I Method 1 Option A i Approved 11/02/2004 11/10/2004 Page 1 / 1 pp/Seq # Product Model # or Name Model Description Limits of Use May not:be used in 07-07 - Reflections 5500; HVHZ. All Sizes reflect 143.1 Prism Platinum; Private Double Hung- Maximum Size: 40 x 60H Label (Customized) Vinyl R60 3/32'Annealed Glass Ultimate; Sears 9300; Aluminum Reinforcements in Meetirig Rails or Stiles 47 x 71 H -R50 High -TL 143.2 Double Hung - 1/8 Annealed Glass 07-70 - Reflections 5500; Vinyl Aluminum Reinforcement Prism Platinum; Private All Rails; i52 x 71 H -R50 Label Ulitmate; Sears High -TL 1/8 Annealed http://www.floridabuilding.org/pr/pr_detl.asp?IPT=143&RV=1 &fm=ROSrch 4/11/2005 f� a Florida Building Code Online I http://w,vw.floridabuilding.org/pr/pr_dctl.asp?IPT=143&RV=1&fm=ROSreh i 4/11/2005 9300 Glass Steel Reinforcement All Rails and Stiles; 36 x 60 H -R50 i 3/32 Annealed Glass 48 x 80 H -R35 1/8 Annealed Glass luminum Reinforcements in Meeting Rails or Stiles; 53 x 74 H -R35 1/8 07-75 - THD @ Home Double Hung - Annealed, Glass 143.3 Services Vinyl luminum Reinforcements in Meeting Rails or Stiles; 53 x 80 H -R40 1/8 Annealed Glass High Performance Reinforcement in All Rails and Stiles 36 x 60 H -R45 3/32 Annealed Glass; 44 x 60 H -R30 3/32 Annealed Glass; 44 x 60 H -R45 3/32 Annealed Glass Aluminum Reinforcement in all Rails and Stiles; 4.25 x 60 H -R35 3/32 nnealed] Glass Aluminum Reinforcement in Meeting Rails or Stiles; 0-17 - ProFinish 36 x 74 HI -R50 3/32 Contractor; ProFinish nnealed; Glass Master; Luminess 700; Aluminum Reinforcements Luminess 800; Reflections in all Meeting Rails and 5300; Reflections 5050; Stiles; 481x 80 H -R30 3/32 143.4 Prism Ultra Gold &amp; Double Hung - AnnealedGlass Bronze; Private Label Vinyl Aluminum Reinforcement Prestige &amp; Classic; in all Rails and Stiles; 52 x Private Label 7300; 71 H --R35 3/32 Annealed Impressions 9400; THD Glass Steel @ Home Services 6100; Reinforcement in all Rails Luminess 45 and Stiles; 72 x 60 H -R35 M Twin 3/32 Annealed Glass; 891x 60 TM Twin H -R45 3/32 Annealed Glass Aluminum Reinforcements in Meeting Rails or Stiles; 72 x 74 TM Twin H -R45 3132 Annealed Glass Aluminum; Reinforcement in all Meeting Rails and Stiles, 36 x 60 H -R50 3/32 nneale&Glass; 36 x 72 H-LC55 3/32 Annealed 75-75 - Reflections 5500; Double Hun g Glass Aluminum 143.5 Prism Platinum; Private Vinyl Reinforcement in Meeting Label Ulitmate; Private Rails or Stiles; 36 x 74 H - Label 7500; Impressions R55 3/32 Annealed Glass 9800; Sears 9300; THD luminum; Reinforcements @ Home Services 6500; rin Meeting Rails or. Stiles; I http://w,vw.floridabuilding.org/pr/pr_dctl.asp?IPT=143&RV=1&fm=ROSreh i 4/11/2005 Florida Building Code Online I' eage4ot4 i olar Wall • ' 52 x 71 H-LC35 3/32 I nneale8 Glass luminurm Reinforcements i in Meetin 6 Rails or Stiles; http://www.floridabuilding.org/pr/pr_detl.asp?IPT=143&RV=1 &fm=ROSrch 4/11/2005 .._._ ... .. r i .. ._ _.... ._ 4,1. it MODEL DESIGNA710N Simonton Double Hung Series 75-75/07-75 Vinyl Window b MAXIMUM OVERAFt NQMINAL 7F': Single UP to 53 x 74 -7A77 ?4C- Anchor= Positive 55.0 PSF Negative 55.0PSF MASONRY LINTEL Wndows: Design Pressure Ratings Vary, See in q Corresponding HAMA Test Report. or Dade NOA or Florida P.E Evaluation, USABLE CONFIGURATIONS-- X GENERAL X 'N STUCCO --The head and side jambs are extruded PVC� - The vicllthh6kne --- ----- _7 ss through which the anchor Screw penetrates is o minimum of 0.0707. 1/4' MAX SHIM -------------- 41 7 1 53.0" M ­kX- `OVERALL r R : - - - SILICONE CAULK HEADER JAMS INTERIOR SASH TRACK EXTERIOR SASH TRACK INTERIOR SASH TRACK — RAIL HEAD JAMB SILICONE CAULK STUCCO , MASONRY SILL EXlERioR SASH MACK C14 I" X 2' FURRING DRYWALL 1'- 2 - FURRING 6 SILICONE ILICONE CAULK 03/16' -TAPCON TYPE AN Z DRYWALL 6' SILICONE CAULK 3 I/Z' x 3116' TAPCO?J TYPE ANCHOR 7_75* MIN. EMB._ 7 . ..... MAX. SHIM SILICONE CAULK 3 7/2' x 3116' TApCON TYPE ANCHOR STUCCO IVERTICAL JAMB SILICONE CAULK INSIDE STDDL - SHIM I' r 2" FURRING . DRYWALL 7.625' SILL 77 I- This installation has been evchicted for use in locations adhering to the Florida Building Code io and where pressure requirements as determined by ASCE 7 krinimijrn Design Loods for Buildings and Other Structuresdonot exceed the design pressure ratings listed herein 2. For installations where the sub—buck is fess - than' and 1-112' (F3C section 1707.4.4 Anchorage Melhods sub—sections'-1707A4.1 cnd 7707.4.4.2) Tcpcon type ccncrefe on - t b s e a minirnurn 1-7 c'�_Ors inust he used d h jI length mu on , e ry wall is obtained. e rfa-c"! of the--wi"d.. must be _c8ulked-_ 3. 7_qnqcqement Of the ToPcOn into the mason All interior Perime r sura -4-. See, Mcnufoc urer s Ins'cliction lnstruc!ions­_` for additional hor,wcr zi required- e nchorin dust Topcon dnc,�or toc-cfic,'I's- g i if necessory to n„ ;,Lain 6- When M 2.0' clecrance fro 'nort 'he CP lcnio ezd Exn .-s ore used n or lair ts' _5 jw ra+........... _j C) LL V­ ..-`.�- r. -------------- 41 7 1 53.0" M ­kX- `OVERALL r R : - - - SILICONE CAULK HEADER JAMS INTERIOR SASH TRACK EXTERIOR SASH TRACK INTERIOR SASH TRACK — RAIL HEAD JAMB SILICONE CAULK STUCCO , MASONRY SILL EXlERioR SASH MACK C14 I" X 2' FURRING DRYWALL 1'- 2 - FURRING 6 SILICONE ILICONE CAULK 03/16' -TAPCON TYPE AN Z DRYWALL 6' SILICONE CAULK 3 I/Z' x 3116' TAPCO?J TYPE ANCHOR 7_75* MIN. EMB._ 7 . ..... MAX. SHIM SILICONE CAULK 3 7/2' x 3116' TApCON TYPE ANCHOR STUCCO IVERTICAL JAMB SILICONE CAULK INSIDE STDDL - SHIM I' r 2" FURRING . DRYWALL 7.625' SILL 77 I- This installation has been evchicted for use in locations adhering to the Florida Building Code io and where pressure requirements as determined by ASCE 7 krinimijrn Design Loods for Buildings and Other Structuresdonot exceed the design pressure ratings listed herein 2. For installations where the sub—buck is fess - than' and 1-112' (F3C section 1707.4.4 Anchorage Melhods sub—sections'-1707A4.1 cnd 7707.4.4.2) Tcpcon type ccncrefe on - t b s e a minirnurn 1-7 c'�_Ors inust he used d h jI length mu on , e ry wall is obtained. e rfa-c"! of the--wi"d.. must be _c8ulked-_ 3. 7_qnqcqement Of the ToPcOn into the mason All interior Perime r sura -4-. See, Mcnufoc urer s Ins'cliction lnstruc!ions­_` for additional hor,wcr zi required- e nchorin dust Topcon dnc,�or toc-cfic,'I's- g i if necessory to n„ ;,Lain 6- When M 2.0' clecrance fro 'nort 'he CP lcnio ezd Exn .-s ore used n or lair ts' by BUILDING )"SULT&?fM NC 813-659.9197 � 0--rL' 4/27/D2 " '2 SCALF— "T3 DWG, BY: Tjm . 7 C'X Fn RX zl� _5 jw ra+........... LL r. by BUILDING )"SULT&?fM NC 813-659.9197 � 0--rL' 4/27/D2 " '2 SCALF— "T3 DWG, BY: Tjm . 7 C'X Fn RX zl�