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Home My WebLink About121 S Poplar AveCITY OF SANFORD PERMIT APPLICATION Application N: o - 2-? �i � Submittal Date_ Job Address: %t S Pe ea Z_ auoot w _ S� .�L Value of Work: Parcel lD:r7S = %� 3o-5"4G-o3/a-vv7o Zoning: Historic District: - y� Description of Work: 0040 P� �9Lrp l? Ivk1S tI�G Lt�ttti�ncus 'l,al lug //y)��quare Footage: Permit Type: Building 9'-' Electrical ❑ Mechanical ❑ Plumbing ❑ Fire SprinkleriAlarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service 0 Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Lavout & Energy Cale. Required) Plumbing/ New CommerciaL- # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Plumbing Repair -Residential ❑ Commercial ❑ Occulancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone (FEMA form required .................p........./..... ...... ..................................................................a..l................ Property Owner: t1'—F> f 4— 6-;aXj m � UVA _ Contractor: .0 (fy � j��.Ql/W L[_ Address: I r I _t )Uc&uw� Address: rid —?-� 77! Phonel�0`2_2-03 -44.7 E-mail: Phone: yd�<—„te r%&ate License Number: dee b, 'f Do -v Bonding Company: ii Address: Architect/Engineer: Address: Mortgage Lender: Address: Phone: Fax: Plan Review Contact Person�)� 6z� Phone: �07-aa,�'�)d') Fax: �r)i-�i')7-�7Sr�' E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this'permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the the requirements of Florida Lien Law, FS 713. ignatu e ofOwner/Agent- t Date Signature of Contractor/�� Da e LPrin4779 qi 0, U�4w Y,g R6 vt /, t ) C Cco k-- Print t Owner/Agent's Name tPmracot1,Agtrent's Name &&M- nil VIP b 1 � Ji Def Signa ure of Notary -State of Florida Dae f Notateef Florid Dat 0 P� Notary Public State oI Florida .�Niiri, LAURA C. GREATHOUSE ? Michelle L Laverde a r A NCtary PubSC - State o1 Florida Ex Commission DD504545 y My Comtr*WM Explia Jul 17, 2()09 a a Expires 01I08I2010 s Owner/Agent is Personall Known to Me r Contractor/Agent is Persona ` % n e Commission p OD 443204 /tn ��•u` hided 8Y National Notary Assn. Produced ID—b(, C I qO — 33- (,O Produced ID APPROVALS: ZONING: Special Conditions: Rev 07.07 UTIL: FD: ENG: s Seminole County Property Appraiser Get Information by Parcel Number rage i or i http-//www.scpafl.org/web/re web.seminole_county _title?parcel=2519305AG03120070&... 7/10/2007 0312 DAVID JOHNSON, CFA, ASA PROPERTY APPRAISER 5.q 2 8.0 6.0 '.D ,.B A 7.0 SEMINOLE COUNTY FL. C W2140 ST 1101 E. FIRST ST m SA WCRO, FL 32771-1465 9.0 407-665-7506 g.0 A 1 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AG-031 2-0070 Number of Buildings: 1 Owner: DUVAL ALBERT & GENEVA Depreciated Bldg Value: $25,819 Mailing Address: 121 S POPLAR AVE Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $15,113 Property Address: 121 POPLAR AVE S SANFORD 32771 Land Value Ag: $0 Subdivision Name: SANFORD TOWN OF Just/Market Value: $40,932 Tax District: Sl -SANFORD Assessed Value (SOH): $26,729 Exemptions: 00 -HOMESTEAD 0 994) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $1,729 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Amount(without SOH): $249 WARRANTY DEED 03/1984 01535 0329 $25.500 Improved Yes 2006 Tax Bill Amount: $21 ADMINISTRATIVE Save Our Homes (SOH)Savings: $228 10/1980 01308 0736 $16,000 Vacant No DEED 2006 Taxable Value: $1,077 WARRANTY DEED 02/1979 01210 1821 $13,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LEGAL DESCRIPTION LAND Land Unit Land PLATS: Pick... Land Assess Method Frontage Depth _ Units Price Value LEG S 50 FT OF W 100 FT BLK 3 TR 12 FRONT FOOT & TOWN OF SANFORD 50 100 .000 325.00 $15,113 DEPTH PB 1 PG 61 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1935 3 816 984 816 SIDING AVG $25,819 $60,750 Appendage / Sgft ENCLOSED PORCH UNFINISHED / 28 Appendage / Sgft SCREEN PORCH FINISHED / 140 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished.Base Semi Finshed Permits 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 year's property tax will be based on justImarket value. http-//www.scpafl.org/web/re web.seminole_county _title?parcel=2519305AG03120070&... 7/10/2007 Permit Number Parcel Identification Number ��r T - 3 5 6 --054-6v9z) ( � c..c )k Prepared by: .dYl P6,612( 0&4ig Return to: dLljlClJ 0' 01t1t),4 3,)% NOTICE OF COMMENCEMENT State of 1:2�241-01 County of--Nfk// 0LC1 11111 II 1111111111111 II III 11111111111111111111111111! 11111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY N 06762 Pg 1830; Qp91 CLERK'S # 20 07104963 RECORDED 07/18/2007 01:52:27 PM RECORDING FEES 10.00 RECORDED BY H DeVoreERTIFIED COPY MARYANNE MORSE CLERK OF CIRCI''T'CT-? r EMIL LE_WON,, F „ IDA DEPUTY CLERK 8 2Qo The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. 3 Description of property (legal description of the property, and street addr ss if available) 6-530 t+ OF w iaoF+ 6ZI-3 T'J";C�: .sirD - Ids S.�F6 -31) ?l General description of improvement(s) c r l I � MtJLty / L� �' l-/} C i� %�r�l S'fi �{/� c-cJ� �L, i c w�S f�4� eY' : Owner information �P�(a/6 w( N� ME -;i S2� f Sc2 € Name RWeP-f GE/um Address jai S. PbPL-44 ,NWLiE Telephone Number gL)17_ 3v3- lob-) Fax Number Interest in Property: 4. Fee Simple Title Holder (if other than owner shows above) Name to Telephone Number Address Fax Number 5. Contractor > . C.. t!?zc: shq-",6 0G 1 J-L�- . I-�it� Telephone Number "y�'7- �3-�J!$t Name P 13 (,d Address Fax Number qd.7 6. Surety (if any) Name AJI(A Address 7. Lender (if any Name >ti �A Address Telephone Number Fax Number Amount of bond $ _ Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provide cj by 713,13(1)(a)7, Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as ,provided in 713.130),(b), FI rida Statutes. Name �oK �cILtS'�c�f��k LLQ Telephone Number E(60- � � - 121sj Address (,gyp �O�CCa �� Fax Number �o9-.`1219- 7r9S 10. Expiration date df no ice f commencement (if expiration date is one year from the date of recording unless different date is specified): Dat Signed ignature of Owner(Note: per 713.13(1)(g), "owner must sign ... and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this day of : k AA&A 20 077— by known to me OR -DU'- 23-20 (9/04) who is personally :ova. ^ ee, Notary Public State of Florida Michelle L Laverde `��1�. EAlGernmission DD504V-5 `of Fin Expires U110812010 FAMILY OWNED BUSINESS 100% FINANCING 407-644-4796 407-644-4813 FAX Pop tote ctve - 50,vt hors, �� 3 } 1 t LICENSE 110565 BONDED • INSURED MID FLORIDA WINDOW & DOOR, INC. YOUR REPLACEMENT SPECIALIST poref-� - (e)(3c Z-10 ( CV'A`'I jc'0- P.O. Box 521 189 • LONGWOOD, FL 32752-1189 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL1909-R1 Revision 2004 Approved Vi Win Tech 2400 Irvin Cobb Drive Paducah, KY 42003 (270) 443-9622 ext 222 Ihall@viwintech.com Vladimir Knezevich vjk@knezevich.com Windows Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect John W. Knezevich Name who developed the Evaluation Report Florida License PE -41961 Quality Assurance Entity National Accreditation and Management Institute Validated By ORLANDO L. BLANCO, P.E. Certificate of Independence Referenced Standard and Year Standard Year (of Standard) AAMA 203 1998 ANSI/AAMA/NWWDA 101/I.S.2 1997 PA 201, PA 202, PA 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/21/2005 Date Validated 09/22/2005 Date Pending FBC Approval 09/23/2005 Date Approved 10/11/2005 Surniiiof Protliucts �r�� ,'Model, Number or AFL # Nall Description ;1909.1 ?Single Hung Impact 3 Window inyl Flange or Fin Frame ............ ... ....... ..._ Limits of Use (See Other) _..........._..__............._................__.........._......,.................. IInstallation Instructions Approved for use in HVHZ: i Verified By: Approved for use outside HVHZ: lEvaluation Reports Impact Resistant: PTID 1909 R1 T 05-492 SHI-DWGs.pdf Design Pressure: +/- PTID 1909 R1 T 05 - Other: This product is not suitable for 1492 Sin leHungImp Report.PDF linstallation in the High Velocity Hurricane;. PTID 1909 Rl T 05-493 SH-DWGspdf !Zone (HVHZ). This product may only be i PTID 1909 R1 T 05 - installed on concrete, hollow concrete 1493 SingleHungNonImp Report.PDF !block or wood substrates. For all other conditions, site specific design shall be !by this office or our delegated engineer. _ ............... . 1909.2 ,Single Hung Window _ ....... ?Vinyl Flange or Fin frame .. _....................... Limits of Use (See Other) ... ...................... Installation Instructions Approved for use in HVHZ: Verified By: Approved.for.use outside HVHZ: !Evaluation, Reports Impact Resistant: Design Pressure: +/- Other: This product is not suitable for installation in the High Velocity Hurricane; Zone (HVHZ). This product may only be installed on concrete, hollow concrete block or wood substrates. For all other conditions, site specific design shall be by this office or our delegated engineer. -I PRODUCT SPECIFIC CONDMONS 1. DESCRIPTION OF PRODUCT 1.1 UNIT TYPE 1.t.1 FLANGE FRAME VINYL SINGLE HUNG WINDOW (Standard and Heavy Reinforcement) 1.1.2 FIN FRAME VINYL SINGLE HONG WINDOW (Standard and Heavy Reinforcement) 1.2 MODEL DESIGNATION SERIES: SH -SHORE (FLANGE OR FIN FRAME) 13 OVERALL SIZES (LARGEST TESTED UNM 1.3.1 FLANGE: S2' WIDE % 15' tlIGfl 1.3.2 FIN: 52' WIDE X 15' HIGH 1.4 CONFIGURATION: 0/X 1.5 NO. & SIZE OF VENTS (LARGEST TESTED UNIT) 1.5.1FLANGE: 18.815' WIDE X 36.5625" HIGH 1.5.2 FIN: 48.875' WDE X 36.5625' HIGH 2. MATERIAL CHARACTERISTICS: 2.1 FRAME & VENT MATERIAL- RIGID POLY VINYL CHLORIDE (PVC) (see specific extrusion type) 2.2 GLAZING: 2.2.1 GLAZING MATERIAL: 1/8' ANNEALED GLASS (OSB) 1/8' TEMPERED GLASS 2.1.2 GLAZING METHOD: EXTERIOR GLAZED USING A CLEAR COLORED ADHESIVE 'SILICONE" BEDDING COMPOUND (BOSS GS -11 AND PVC SNAP GLAZING BEAD (5470) 2.2.3 DAYLIGHT OPENING SIZE: (LARGEST TESTED UNIT) FIXED LIGHT: 46.375' WIDE X 34.0625" HIGH OPERABLE VENT: 46.315' WIDE X 34.0625' HIGH 23 FRAME CONSTRUCTION: ALL PVC SECTIONS (0.065' typ wap) EACH CORNER SECURED BY MITER AND CORNER WELD CONSTRUCTION. VINYL FLANGE AND FIN FRAMES MEASURED 52' WIDE X 75" HIGH (LARGEST TESTED UNM Extrusion Type Dtrnermons: 2.3.1 FLANGE HEAD: HOLLOW 2.808" ext. face x 2.183' int. face x 3.615' deep (ONG 1 8805) FIN am: HOLLOW 2.808" ext. face x 2.183' int. face x 3.615' deep (DWG 1 8805) 2.3.2 FLANGE JAMBS: HOLLOW 2.808" ext. face x 2.183' int. face x 3.615' deep (DWG 1 88 0' FIN JAMBS: HOLLOW 2.808" ext. face x 2.163' int. face x 3.615' deep (DWG I BB051 2.3.3 FLANGE SILL: HOLLOW 0.807' ext. face 1 2.189' int. face x 3.690' deep (ONG 1 8800) FIN JAMBS: HOLLOW 0.807' ext. face x 2.189' int. face x 3.690' deep (DWG 1 8800) 2.3.4 MEETING RAIL: HOLLOW 2.118" ext. face x 1.493' int. face x 1.524' deep (DWG 1 8511) 2.4 VENT CONSTRUCTION: ALL PVC SECTIONS SECURED IN CORNERS BY MITER AND CORNER WELD Extrusion Type ftwi lonc 2.4.1 TOP RAIL: HOLLOW 0.625" ext. face x 1.250' int. face x 1.564' deep (DAG 1 8895) 2.4.2 BOTTOM RAIL: HOLLOW 0.625' eat. face x 1.150' int. face x 1.925' deep (DWG 1 8882) 2.4.3 JAMB RAIL: HOLLOW 0.625" ext. face x 1.250' int. face x 1.300" deep (DWG 4 8975) 2.5 WEATHERSTRIPPING: QTY: 2.5.1 Single Row 2.5.2 Single Row 2.5.3 Single Row 2.5.4 Single Row 2.6 HARDWARE: QTY: 2.6.1 TWO 2.6.2 TWO 2.6.3 TWO 2.6.4 TWO 2.6.5 TWO 2.6.6 TWO 2.6.7 TWO 2.7 WEEP HOLES: QM. 2.7.1 TWO 2.8 REINFORCEMENT: QTY: 2.8.1 TWO 2.B.2 TWO 2.8.3 ONE Description Location 0.384' x 0.390' Vinyl Bulb w/fin At vent bottom rail woolpile 0.181' x 0.290' w/integral plastic fin Frame Sill woolpile 0.187' x 0.290' w/integral plastic fin Sash top rail exterior woolpile 0.187' x 0.290' w/integral plastic fin At each vent jamb rail Desoiptlon Location Constant Force Coil Spring Balance - Ashland Bdwe 1 each at jambs Balance Shoe and spring cover 1 each at jambs Pivot Bar 1 at each end of vent bottom Sash lock no nesting nibs 2 located on vent top rail Keepers for sash lock 2 1ocaced on meeting rail Meeting rail anchor 1 at each end of meeting rail Surface Mount Tilt Latches 1 at each vent top rail DescriPtion 1'NOTCH Extrusion Type PWVDwy! SOLID 6202 SOLID 6202 SOLID 6189 Location 1 at each end of sill in corner Location: 1 in each horiz. component of vent 1 in each vert. component of vent (if unit specified is fully reinforced) 1 inside meeting rail 2.9 GLAZING METHOD: 2.9.1 All specimens interior glazed with Boss Accumetric GS -1 back -bedding compound and vinyl snap in glazing bead (5470). Interior side of glass glazed with extruded PVC glass stop With a fin gasket. The interior stop was fitted into the frame without sealant. GENERAL NOTES: - 1 I. THIS WINDOW SYSTEM HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE RFAUTAFJIEMS OF TBE FLORIDA BUILDING CODE (FOC 2004 CHAPTER 11 CB APTO 24 UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWING. COMPLIED NIIYN A57N E183-99, A51H E330-02, ASTM E547/�331-00, AANA 130'i.5-1976, PA(✓AGRAPH 3.1.1, TEST A THROUGH 3.1.5 TEST G, MON-INPAC7 RESISTANT. 2. lx OR 2 x WOOD BOGS SHALL BE INSTALLED N07 BY V1N1ITfECH WINDOWS i OWRS) AND ANCHORED SO THAT THE BUILDING RESISTS THE SUP£RIHPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF FRC 2(104. 3. ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. 4. DETERMINE THE POSITIVE AND NEGATIVE DESIGN (AADS TO USE WEN REFERENCING VESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNINGCODE AND GOVERNING WIND VELOCITY. FOR WIND ]AAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-98, A DIRECTIONALITY FACTOR OF Kd =0.85 MAY BE USED. 5. REFERENCE THE APPROPRIATE WIND LOAD TABLES BASED ON TEE GOVERNING CODE AND WIND VELOCITY TO DETERMINE THE DESIGN LOAD TO USE WHEN REFERENCING THESE DOCUMENTS. NO LOAD REDUCTION OR ALLOWABLE STRESS INCREASE WAS USED IN THE PREPARATION OF THESE DOCUMENTS. 6. THESE PRODUCT EVALUATION DOCUMENTS An PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. 7. THESE PRODUCT EVALUATION DOCUMENTS ARE HOT VALID FOR PERMIT WITHOUT ORIGINAL SIGNATURE DATE 6 RAISED SEAL ON EACH PERMIT COPY. THIS ORIGI NAL SIGNATURE AND SEAL REQUIRENEOf IS APPLICABLE WHETHER OR NOT A RASTER APPROVAL DDC6kNT IS ON FILE WITH A MUNICIPALITY OR OTHER GOVERNING AGENCY. B. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS CAPABLE OF SUPPORTING THE LOADS. 9. WHEN THE SITE CONDITIONS DEVIA7E FROM THESE PRODUCT EVALUATION DOCUKENTS SITE SPECIFIC DOCUMENTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT. IF THE DEVIATING SITE SPECIFIC DOCOHENTS ARE PREPARED BY A DELEGATED FLORIDA REGISTERED ENGINEER OR ARCHITECT, SAID DOCUMENTS SHALL BEAR TAE DATE, SIGNATURE, AND ORIGINAL SEAL OF THE DELEGATED ENGINEER OR ARCHITECT AND SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW. 10. WHERE THE CONTRACTOR OR THE BUILDING OFFICIAL RREEppppIRE, DOCVlU:N75 FOR 517E SPECIFIC APPLIG710N, THESE DOCUMENTS SHALL BE PREPARED BY A FLORIDA AEGI57EAED ENGINEER OR ARCHITECT FOR SAID APPLICATIOM. 11. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED. �1: 1 0'5-- 4 9 3 BILL OF MATERIALS ASE DESCRIPTION WIDTH(IN.)!HEIGHT(IN.)JPCS/UNfT DESCRIPTION RELINE SHORELINE SH !1 & !3 HIM SASH _ _ 48.815 36.5625 - 12310-999__ 5410 PIVOT BARS 2 ASHLAND NNE OR SIMILAR 5470S SNAP GLAZE BEAD 35.3125 2 DAYTON TECH __ 6202 NAP GLAZE BEAD 46.5625 - -- 2 DAYTON TECB - ,ASB REINFORCE M 98 2_ AZTEC ------ - 6202 69000_ SAS' REINFORCE HT __ 36 2 AZTEC (FOR HEAVY _ REINL ONLYI SURFACE MT TILT ITCH 1 - ASHLAND 69100 SURFACE NT TILT LTCB _ 1 AS0ND ____ _.- 8206 8882 SILL BULB 48.875 1 DAYTON -TECH--- 0.181 X 0 190 WflI7E N/FIN SASH LIFT RAIL 48.815 'PRE -EXTRUDED IN PROFILE 1 DAYTON TECH SCHLEGEL 8895 0.187 X 0.290 WHITE W/FIN SASH LOCK RAIL_ 48.815 'PRE I _ DAYTON TECH _ 8815 SASH -EXTRUDED IN PROFILE SCHLEGEL 0.187 X 0.290 WRITE W/FIN_ STILES 36.5625 'PRE -EXTRUDED IN PROFILE 2 DAYTON TECH SCHLEGEL CLEAR DS IG SASH GLASS 47.5 35.063 1/8' ANNEALED (STANDARD REINF.j " 3/4OA G 2" AIR SPACE) INTERCEPT SPACER LEA TEMP CR DS IG SASH GLASS 41.5 35.063 1 B' TEMPERED (HEAVY REINF.) 3/4' OA (1/2" AIR SPACEI INTERCEPT SPACER HBF 5140% 6 5151 MATRIX _16711-1LANTIDESSICANT NB FULLER L20012X001 _ T8 X 3/4' PH FL HD TEK S)SB LUCK NO NiB SASH LOCK 2 BONE OR SIMILAR 6 X 1-1/8' PH TR ED TEX SH KEEPER 4 MERCHANTS MERCBANYS OR SIMILAR 48 X 3/8 MACHINE p1ypT gApS 4 MERCHAMS OR SIMILAR BOS5 GS -1 CLEAR BACK BED SEALANT 4 MERCHANTS OR SIMILAR FRAME TROSEAL TECHNOLOGIES 13008 5470 FACE M KEEPER S2 75 2 _ ASHLAND HOME OR SIMILAR 5410 SNAP GLAZE BEAD 35.25 2 DAYTON TECH 6189 SNAP GLAZE BEAD 46.5625 2 DAYTON TECH 79543 IMEETING RAIL REINF. 96.3125 1 AZTEC 8511 MEETING RAIL ANCHOR 2 ASHLAND HDWE OR SIMILAR uduu MEETING RAIL 46.375 1 DAYTON TECH 8805 SILL FRANK MAIN FRAME SB/PW 52 15 1 2 DAYTON TECH 8805_ MAIN FRAMESB/PN 52 I DALTON TECH DAYTON CLEAR DS IG FRAME GLASS 47.5 35.063 TECH 1/8' ANNEALED (STANDARD REINF.) 3/4" OA (1/2' AIR SPACE) +s TEMP CLEAR DS IG FRAME GLASS INTERCEPT SPACER 41.5 35.063 1/8' TEMPERED (HEAVY REINF.) 3 4' OA (12" AIR SPACE) INTERCEPT SPACER HBF 5140&M 6 5151 MATRIX IG SEALANT DESSICANT 18 X 7/8' FLAT 8D PLAIN BALANCE SCREW 2 H8 FULLER BOSS GS -1 CLEAR BACK BED SEALANT HERCHAMS OR SIMILAR ; TRUSEAL TE RROLOGIES GENERAL NOTES: - 1 I. THIS WINDOW SYSTEM HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE RFAUTAFJIEMS OF TBE FLORIDA BUILDING CODE (FOC 2004 CHAPTER 11 CB APTO 24 UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWING. COMPLIED NIIYN A57N E183-99, A51H E330-02, ASTM E547/�331-00, AANA 130'i.5-1976, PA(✓AGRAPH 3.1.1, TEST A THROUGH 3.1.5 TEST G, MON-INPAC7 RESISTANT. 2. lx OR 2 x WOOD BOGS SHALL BE INSTALLED N07 BY V1N1ITfECH WINDOWS i OWRS) AND ANCHORED SO THAT THE BUILDING RESISTS THE SUP£RIHPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF FRC 2(104. 3. ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. 4. DETERMINE THE POSITIVE AND NEGATIVE DESIGN (AADS TO USE WEN REFERENCING VESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNINGCODE AND GOVERNING WIND VELOCITY. FOR WIND ]AAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-98, A DIRECTIONALITY FACTOR OF Kd =0.85 MAY BE USED. 5. REFERENCE THE APPROPRIATE WIND LOAD TABLES BASED ON TEE GOVERNING CODE AND WIND VELOCITY TO DETERMINE THE DESIGN LOAD TO USE WHEN REFERENCING THESE DOCUMENTS. NO LOAD REDUCTION OR ALLOWABLE STRESS INCREASE WAS USED IN THE PREPARATION OF THESE DOCUMENTS. 6. THESE PRODUCT EVALUATION DOCUMENTS An PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. 7. THESE PRODUCT EVALUATION DOCUMENTS ARE HOT VALID FOR PERMIT WITHOUT ORIGINAL SIGNATURE DATE 6 RAISED SEAL ON EACH PERMIT COPY. THIS ORIGI NAL SIGNATURE AND SEAL REQUIRENEOf IS APPLICABLE WHETHER OR NOT A RASTER APPROVAL DDC6kNT IS ON FILE WITH A MUNICIPALITY OR OTHER GOVERNING AGENCY. B. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS CAPABLE OF SUPPORTING THE LOADS. 9. WHEN THE SITE CONDITIONS DEVIA7E FROM THESE PRODUCT EVALUATION DOCUKENTS SITE SPECIFIC DOCUMENTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT. IF THE DEVIATING SITE SPECIFIC DOCOHENTS ARE PREPARED BY A DELEGATED FLORIDA REGISTERED ENGINEER OR ARCHITECT, SAID DOCUMENTS SHALL BEAR TAE DATE, SIGNATURE, AND ORIGINAL SEAL OF THE DELEGATED ENGINEER OR ARCHITECT AND SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW. 10. WHERE THE CONTRACTOR OR THE BUILDING OFFICIAL RREEppppIRE, DOCVlU:N75 FOR 517E SPECIFIC APPLIG710N, THESE DOCUMENTS SHALL BE PREPARED BY A FLORIDA AEGI57EAED ENGINEER OR ARCHITECT FOR SAID APPLICATIOM. 11. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED. �1: 1 0'5-- 4 9 3 E DECOR TIVEJ SIDING BY OTHERS 8354�� (OPTIONAL) CLEAR --- ADHESIVE ADHESIVE BEDDING COMPOUND 5470 CLEAR-' ADHESIVE' BEDDING COMPOUND 8511 6189 547 8354 (OPT • 7710 S.M.S. WITH 1-7/8" MIN. EMBEDMENT 3/16-0 ITW TAPCON WITH 1-3/4" IN WOOD AND 3/4" MIN. EDGE DISTANCE MIN. EMBED. IN CONCRETE AND 2-1121" \ (SEE WINDOW COMPARATIVE ANALYSIS MIN. EDGE DIST. (SEE WINDOW COMPAR- HART FO QTY. OF ANCHORS) ATIVE ANALYSIS CHART FOR OTY� .250" OF ANCHORS) .250" 'r% \ '+`-MAX. 6MAX. y SHIM -8805 EA.A. SIDE SIDE'. 8875 8805 --SHIM WINDOWWIDTH I- 6" EQUAL k EQUAL 6" a° A BQj _ a i 9^=; c o _ E ITn" oo Q O m � o 5470 a / O � �• 2 e / wl< Q �Ma o 2x P.T.- S470� . w Ea O N3 O MAX. WOOD BUCK co C0 \`� 1x PaT. Fo 01 .0 \ HIM (WOOD CONNECTION) Q WOOD BUCK - > ` x-8805 � a _ - Z � O DECORATIVE-' 8354- 8354-�� 3 j mF li x-5470 SIDING BY (OPTIONAL( < 3 (OPTIONAL) O I m O OTHERS .50" MIN. GLAZING-/ �-3/16-01TW TAPCON WITH 1-3/4.. A�- DEPTH (BITE) TYP.MIN. EMBED. m j IN CONCRETE AND 2-1/2" $ MIN. EDGE DIST. (SEE WINDOW COMPAR- N y w ATIVE ANALYSIS CHART FOR QTY. e 8° OF ANCHORS) TYPICAL PLAN VIEW (CONCRETE CONNECTION) / O ° d SCALE: HALF SIZE Q = Q Z 11 P.T. U ry 4 _ WOOD BUCK Z > LL i •d .•.i .250" FENESTRATION TESTING LABORATORY INC. ~ _1 �3 8354-�/ a �,SHM REPORT # 3938 - VINYL SH WINDOW OX - Z ,6202 (OPTIONAL( 52"x75" HIGH - DESIGN LOAD = : 40 P.S.F. NCA -8805 WATER INFILTRATION = 7 P.S.F. OTYPICAL ELEVATION -8895 5470 SCALE: 3/4" = 1'-0" a +�) Iu6 / STANDARD REINFORCED WINDOW COMPARATIVE ANALYSIS CHART �+ +�, IRE -CLEAR ADHESIVE CLEAR ADHESIVE TWO 1/8* (0.1201 ANNEALED INSULATED GL455 WITH FLANGE JAMB �+ •� e BEDDING COMPOUND REDOING COMPOUND & REINFORCED MEETING AND VENT RAILS , FL Lic- p11961 8882 -5470 i� WINDOW DESIGN LOAD CAPACTTY-PSF �r7f101 CLEAR ADHESIVE DIMENSIONS WOOD SCREWS TIVU TAPCONS e BEDDING COMPOUND X 4 -6202 (2x WOOD 6000 (TxWOODRUCq WIDTH HEIGHT QTY. 5 !40.0 SITIVE NEGATIVE POSITIVE NEG /-CLEAR ADHESIVE - •-8800 OTY OF "� S j (INCHES) (INCHES) SCREWS e BEDDING COMPOUND •�' SCREWS _ e ,-8882 5470 I .E. 25 3 40.0 211.8 3 40.0 212 B • •� -8206 37 .3/B c 400 1889 4 400 7898 •.. r' g 16' 8354- (OPTIONAL] 354 00 18-1/B 49-5/8 5 40 0 177 94 40 0 143 0 (OPTIONAL( .250" .._ ... .. ... .-6202 rMAX. 62 6 00 170 8 4 400 164.8 5 40.0 118.2 E SHIM 75 7 X8800 - 253 40.0 150.6 _ 3 40 0 151.3. ,_2x P.T. 37-3/8 4 40.0 134 3 -8206 __,4 40 0 134 9.. N u6 j WOOD BUCK 25-1/2 9 49-5/B 5 400 126 4 5 40 0 127.0 41 m a ... ... ...... ........ .... 62 6 _40:0 1214 6 .--400 122.0 64 e .2AX 75 7 40.0 117.1 ...7 ... _.....400...._..__..117..7._..... Q >' -MAX. SHIM ,. 29, ____...... 3, 40.0., 106.6_ ........3 ,.___.._.400 107.2 V ae a ° ° 37 3/8 4.. 400 95 7 _..4 __ 40 0 95 6 " - 36 49-5/B _ 5 40.0 85.2 5 40:0 85,2 62 6 40.0 78.5 6 40 0 78 5 a ° °a ° 75 7 40.0 77.0 7 40.0 77.0 j a.0 09/09, 3 40.0 73.8 3 40 0 74.2 °. e. (MEETING RAILS NOT SHOWN) 37 3/8 3 40.0 49.4 a AS NOTED l__ OTYPICAL HEADER AND SILL SECTION ALTERNATE HEADER AND SILL SECTION 52 c9 s/e 5 40.6 so.B s coo so B O �NW 40 0 44 1 SCALE: HALF SIZE SCALE: HALF SIZE 75 7 40.0 40.0 7 14 0 - 0 05-49 DECORATIVE - SIDING BY OTHERS 8354 - (OPTIONAL) 0 < CLEAR v ADHESIVE o BEDDING COMPOUND 0 5470 CLEAR-� o ADHESIVE BEDDING �-1i10 S.M.S. WITH 1-7/8" MIN. EMBEDMENT 3/16-01TW TAPCON WITH 1-3/4" �� r` IN WOOD AND 3/4" MIN, EDGE DISTANCE MIN. EMBED. IN CONCRETE AND 2-1/2" \ WINDOW WIDTH - 1 \(SEE WINDOW COMPARATIVE ANALYSIS MIN. EDGE DIST. ISEE WINDOW COMPAR-\ - fHART FO QTY. OF ANCHORS) ATIVE ANALYSIS CHART FOR OTY. � .250" OF ANCHORS) .250" MAX. 6202— MAX. \ '�\ I SHIM__8805 EA. SIDE' 8875 8805--. SHIM QOO ` 5470 a i 2x P.T.--"5470-/ .250 WOOD BUCK MAX.- q C3 � Ix RT. i SHIM (WOOD CONNECTION) , z 0 0 WOOD BUCK �580o DECORATIVE-�/ 8354 / 8354/ 8 � 3 SIDING BY (OPTIONAL) (OPTIONAL) OTHERS .50" MIN. GLAZING x-3/16"0 IT W TAPCON WITH 1-3/4" a Z DEPTH (BITE) TYP. MIN. EMBED. IN CONCRETE AND 2-1/2" ' 3 ° MIN. EDGE DIST. (SEE WINDOW COMPAR- ATIVE ANALYSIS CHART FOR OTY. ° 8 ° OF ANCHORS) B ° O TYPICAL PLAN VIEW (CONCRETE CONNECTION) HALF SIZE P.T. WOOD BUCK .250- 6 �, EOUAL EOUA_L_ 6._ A, B ❑ rn e:p V Ii o v e a 1,:• TWO 1/8• (0.120') r u 41 c °.T� `KAE ael o & REINFORCED MEETING RAILS, VENT JAMBS AND VENT RAIL 1L lkmu .: ce'9a1961 N 6882 -s47p Ni AT961 o�� FENESTRATION TESTING LABORATORY INC. 8354-� O SHIM REPORT N 4044 - VINYL SH WINDOW OX Z COMPOUND 6202 (OPTIONAL) 52"x75" HIGH - DESIGN LOAD = _ 45 P.S.F. i5 -• 8805 WATER INFILTRATION = 11 P.S.F. TYPICAL ELEVATION ul 6571 O -8895 /-5470 OSC ALE: 3/4" = 1'-0" 6-� / )3 It6,l 189 ttt 1111 JI/j jj,, E ❑ rn e:p V Ii o v e a 1,:• TWO 1/8• (0.120') r u 41 c °.T� `KAE ael o & REINFORCED MEETING RAILS, VENT JAMBS AND VENT RAIL 1L lkmu .: ce'9a1961 N 6882 -s47p Ni AT961 o�� ao O CLEAR ADHESIVE-' WINDOW DIIAENSIONS + h ry RW TAPCONS X Q 2x WOOD BUCIO (tx WOODBUCIO O OLL O 9�3 OTY OF z3 0 OO OTY. OF Z.. Im V j E r m Z 30 LL P S / BEDDING COMPOUND J i IINCHE5) �3 SCREWS SCREWS � . S a ¢ = q g 2- N ) u 271 6 v 45.0 2128- --8206 `•_ 8354 X 37-3/8 4 N = Q O O C Z 45 0 Q O LA Q Z_ g 00 250" (OPTIONAL P'.. w_ 49-5/8 ._._. 5 ...... 45 0 .._ 177 9 ..... ._._ 5 L5 0 .._ 178 7 ._. • I 14Z 6202 MAX. = U 6 45 0 , W 45 0 171.6 FENESTRATION TESTING LABORATORY INC. 8354-� O SHIM REPORT N 4044 - VINYL SH WINDOW OX Z COMPOUND 6202 (OPTIONAL) 52"x75" HIGH - DESIGN LOAD = _ 45 P.S.F. i5 -• 8805 WATER INFILTRATION = 11 P.S.F. TYPICAL ELEVATION ul 6571 O -8895 /-5470 OSC ALE: 3/4" = 1'-0" 6-� / )3 It6,l 189 ttt 1111 JI/j jj,, E 8354 Q� 62 6 45 0 121 4 6 45 0 122 0 / M A X0 ........ o IOP TIONALI�, 75 7 45 0 117.1 7 -45.0 117,7 a MAX. P SHIM 25 ,._.._.. ,._3 ,...45._0. .. ..106 6 ........._3 45.0 107.2 E. _...4 45 0 ..95 1 .........._4 ..45 0 95,6 v IL - " - 36 49-5/8 5 45 0 89 5 4 LS 0 72 p IL O .._.. ...... ..._. ......_ ,e Q., ° . _ 62 .. _ 6 45 0 86 0 6 _.LSO _86 L o ° - °a ° 75 7 45.0 82.9 ......745 0 - -83 3_...... j dx 09/09/2005 o " 6 ° 25 .3 1.5 0 73.8 3 45 0 74 2 QI E LIZ4962/8 �6 45 0 49 6 6 45 0 49 6 AsO Wv w (MEETING RAILS NOT SHOWN) 37-3/8 4 456 65 8 4 45 0 66 2 571 C O TYPICAL HEADER AND SILL SECTION O ALTERNATE HEADER AND SILL SECTION G SCALE: HALF S12E SCALE: HALF SIZE 75 7 45.0 45.0 7 45.0 45.0 OiJ-4.7(l 3 SII -__. 'Am sheet 3 of 3 I' ❑ HEAVY REINFORCED WINDOW COMPARATIVE ANALYSIS CHART 1,:• TWO 1/8• (0.120') TEMPERED INSULATED GLASS WITH FLANGE JAMB`: Q CLEAR ADHESIVE O CLEAR ADHESIVE BEDDING COMPOUND °.T� `KAE ael BEDDING COMPOUND / & REINFORCED MEETING RAILS, VENT JAMBS AND VENT RAIL 1L lkmu .: ce'9a1961 6882 -s47p Ni AT961 DESIGN LOAD CAPACRY - KF CLEAR ADHESIVE-' WINDOW DIIAENSIONS + WORD SCREWS RW TAPCONS BEDDING COMPOUND /-6202 2x WOOD BUCIO (tx WOODBUCIO WIDTH HEIGHT OTY OF POSITIVE NEGATIVE OTY. OF POSITIVE NEG 5470-, CLEAR ADHESIVE ;-8800 P S / BEDDING COMPOUND J i IINCHE5) (INCHES) SCREWS SCREWS �Y . I`. -8882 5470-� `• C 'S• • 2- 3 45 0 271 6 3 45.0 2128- --8206 `•_ 8354 37-3/8 4 45 0 188 9 4 45 0 --- 789 8 �. F 00 250" (OPTIONAL P'.. 16-t/8 49-5/8 ._._. 5 ...... 45 0 .._ 177 9 ..... ._._ 5 L5 0 .._ 178 7 ._. • I 6202 MAX. 62 6 45 0 170 8 6 45 0 171.6 SHIM 75 7 45.0 164 8 7 45 0 165 5 8800 O O c 25 3 ..._ 45 0 ...... 150 6 ... 3 4S.9 151 3 ,;-2x P.T. ' WOOD 37-3/8 _ 4 450 - 134 3 4 45 0 134.9 N BUCK -8206 25-1/2 49-5/8 5 45 0126 - 4 --. 4 45 0 101.6 - 8354 Q� 62 6 45 0 121 4 6 45 0 122 0 / M A X0 ........ o IOP TIONALI�, 75 7 45 0 117.1 7 -45.0 117,7 a MAX. P SHIM 25 ,._.._.. ,._3 ,...45._0. .. ..106 6 ........._3 45.0 107.2 E. _...4 45 0 ..95 1 .........._4 ..45 0 95,6 v IL - " - 36 49-5/8 5 45 0 89 5 4 LS 0 72 p IL O .._.. ...... ..._. ......_ ,e Q., ° . _ 62 .. _ 6 45 0 86 0 6 _.LSO _86 L o ° - °a ° 75 7 45.0 82.9 ......745 0 - -83 3_...... j dx 09/09/2005 o " 6 ° 25 .3 1.5 0 73.8 3 45 0 74 2 QI E LIZ4962/8 �6 45 0 49 6 6 45 0 49 6 AsO Wv w (MEETING RAILS NOT SHOWN) 37-3/8 4 456 65 8 4 45 0 66 2 571 C O TYPICAL HEADER AND SILL SECTION O ALTERNATE HEADER AND SILL SECTION G SCALE: HALF S12E SCALE: HALF SIZE 75 7 45.0 45.0 7 45.0 45.0 OiJ-4.7(l 3 SII -__. 'Am sheet 3 of 3 I' Evaluation Report TTG PROJECT NO.: KK5493.00 DATE: September 9, 2005 PAGE: I of 3 FBC EVALUATION REPORT NO.: CODE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY PRODUCT NAME: MANUFACTURER: FL1909.2 - RI Florida Building Code 2004 Windows Single Hung Single Hung Window Vi Win Tech Windows & Doors 2400 Irvin Cobb Drive Paducah, KY 42003 This is an Evaluation Report issued by Thornton-Tomasetti Group, Inc., and John W. Knezevich, P.E. (System ID No. 1754), to Vi Win Tech Windows & Doors, based on Rule Chapter No. 913-72.070, Method l(d) product Approval, Florida Building Commission, Department of Community Affairs. This Single Hung Window has been evaluated and found to be in compliance with the Code and that the products are, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this Evaluation Report is required, following any code changes, to maintain its validity. SUBSTANTIATINGDATA ' g �_. 2.1 PRODUCT EVALUATION DOCUMENT Vi Win Tech Windows & Doors, Single Hung, Drawing No. 05-493, dated September 9, 2005, Sheets 1 through 3, prepared by Thornton-Tomasetti Group, Inc. (TTG, Inc.), signed, dated and sealed by John W. Knezevich, P.E. is an integral part of this Evaluation Report. a�t�F69it1,.r/r ,> Evaluati►,} y: �7 THdR15iI GROUP, INC r .. A�� a John `K Vic Itiv .y Vic�Pre � • Septeih�d-%j Florida Li ease• i ;%'.,Ie41961 Florida COA No.: 7519 330 North Andrews Avenue, Suite 450 ■ Ft. Lauderdale, FL 33301 0 954.522.3690 e 954.522.3691 fax 0 www.TheT7Group.com o 1 J14, Evaluation Report TTG PROJECT NO.: KK5493.00 DATE: September 9, 2005 PAGE: 2 of 3 2.2 TEST REPORTS Test reports prepared by Fenestration Testing Laboratory, Inc., Report No. 3938 and 4044 dated January 7, 2004, signed by Roberto Robleto, Testing Manager. 2.3 STRUCTURAL ENGINEERING CALCULATIONS Prepared Comparative Analyses of "Standard" and "Heavy" reinforced window performance, as well as anchor calculations. From these analyses, a Maximum Window Dimensions vs. Design Load (PSF) Schedule was prepared for both types of reinforcement. The quantity of Anchors that are to be placed in the jamb, for a window with specific dimensions is also shown in that schedule. No increase in allowable stress has been used in the design of this product. This Single Hung Window has not been tested for impact • a - , This Single Hung Window system has been designed to resist wind pressuresasindicated by the Standard and Heavy Reinforcement Schedules, pages 2 and 3 of 3 of Drawing No. 05493. The type, size & quantity of anchors are shown in the Standard and HeavyReinforcementWindow Size, Anchor and Design Pressure Schedule, pages 2 and 3 of 3 of Drawing No. 05- 493. Additional anchor installation information is provided in details found on pages 2 and 3 of 3, Drawing No. 05-493. This Single Hung Window system is to be installed in accordance with the typical details, general notes, schedules and material specificatWns found in the referenced drawing. nomton aTomasetfi;! Evaluation Re ort TTG PROJECT NO.: KK5493.00 DATE: September 9 2005 P � PAGE: 3 of 3 See Product Specific conditions and Bill of Materials on page 1 of 3, Drawing No. 05-493. • This product is not suitable for installation in the High Velocity Hurricane Zone (HVHZ). • This product may only be installed on concrete, hollow concrete block or wood substrates. For all other conditions, site specific design shall be by this office or our delegated engineer. • This Florida Professional Engineer does not have, nor does he intend to acquire orm. will he acquire, a financial interest in any company manufacturing or distributing products tested or labeled by the agency. ■ This Florida Professional Engineer is not owned, operated or controlled by any company manufacturing or distributing products he tests or labels. • This Florida Professional Engineer performing an evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. • This Florida Professional Engineer performing an evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Ift License #09628 Over 20 Years of Experience a Mid Florida -Window & Door, Inc. Showroom: 1376 Bennett Drive • Suite 142 • Longwood, FL 32750 Mailing Address: P.O. Box 521189 • Longwood, FL 32752-1189 407-644-4796 • Fax 407-644-4813 YOUR Replacement Specialist Bonded & Insured Msalesman has explained to me in terms t t I understand exactly wnat r am ouying. i am aware rnar any prooucr wnicn nas specrar grass or rs a specrar size is on -returnable, non-refundable and cann t be changed after deposit has been made and the product has been put into production. X X Customer Accepted Date mom! Address: 0 JPA i> :•. r ■■�r� � If ice.. .�■ �11��■■■_■■■■■��"s MINN ■i1MM1� ■� ■■■■■��■� ■�� ■■All ■��■ C. 0. D. invoice balances to be paid Customer is responsible for any painting, Total Material of the job. th.atmay be required. Installationto the Installer on completion staining, stucco repair or permitting -A. M.. ■ Total Contract Msalesman has explained to me in terms t t I understand exactly wnat r am ouying. i am aware rnar any prooucr wnicn nas specrar grass or rs a specrar size is on -returnable, non-refundable and cann t be changed after deposit has been made and the product has been put into production. X X Customer Accepted Date