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Home My WebLink About2019 Hibiscus Ct (2)Permit# - �� Job Address: D ° 1 "'(;,)s Description c� Description of Work: Historic District: Zoning,. CITY OF SANFORD PER�MT APRs ICATION Darej% S Fo(7D . L d`)7 1 Fr w1Nb0wS t) Value of Fork: $ �� r) Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: Nein Service —= of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Calc Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of� Water Closets Plumbing Repair —Residential or Commercial occupancy Type Residentialy Commercial Industrial Total Square Footage: El her ban X) Construction Type- h _ # of Stories- % # of Dwelling Units: ( Flood Zone: (FEMA form required for at t Parcel #: r %' 37 ' S! DObO — e (Attach Proofofownership & Legal Description) OcenersName&Address: W'� r��w rn 1-i161SGU?T 5�/nvF:�rllt>G 3ai71 Phone— Contractor Name & Address: Phone & Fax: bEl Bonding Company: Address: Mortgage Lender: -)Al State License Number: a[-�E07:Lf 7 i-19J7i Contact Person: D6K e0v G Phone: Address: Phone: Architect/Engineer: Far Address: 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 prmit and permit must bee secu ed four ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, regulatingmed to meet standards of all laws t a separate work will be URN CES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, etc. OJl'NER'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. N. 01TCE: In addition to the requirements of this permit, there n y be additional restrictions applicable to this property that may to found s, public records o this county, and there may, be''additional permits required from other overnmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the r is of Florida Linn Law, FS 13. Signature of Owner/Agent Date 1 Signature of Contractor/Agent Date Cao] I do Jew ekan 3 22 0 �1 O�ynerJAgnt's amg Prim Contractor/Agent's Nam �3-224 i store of Notary -State of Florida Da Signature o otary-State of Flori a ate Owner/1Cggnt is Personally Known to Me Produce'd'IA APPLICATION APPROVED BY: Bldg. Zoning: (Initial Date) Special Conditions: OA,,O N9� Nicole little z �: Commission # DD434777 N�� , Expires May 26, 2009 VMB,dad Troy Fain - haute, Inc. 800.38r'.7019 Contractor/Agent is /Personally Known to Me or Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) ELIZABETH GALLAGHER Notary Public - State of Florida q. •, My Commission Expires Marti, 2011 Commission 0 DD 645205 Ba nded Through National Notary Assn. THIS INSTRUMENTYREPARED BY: Building&Fire Inspection., NAME`: Ile) N c•6,L P 1101 East 1 St Stree A�/D�DRE S: 7 /fii SE IINOLE CUUNT2 Sanford FL 32771 Li/_(�� 0 /� 1( rtt>ui,s a,sttkni rpir.ice NOTICE OF COMMENCEMENT State of Florida Permit No. County of Seminole Tax Folio No. (PID) 3i'J %,- 3l -Sl/ -cued - a, Lo The undersigned hereby gives notice that improvement 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. DESCRIPTION OF PROPERTY (Legal description of the property and street address) 1-.o+6q CS6_' 6000 z+ GENERAL DESCRIPTION OF IMPROVEMENT f 3 , no LL as;0o W S 8�& Lk, (U'reltlu a Fr, - S) 2E- F2 Si ZE OWNER INFORMATION Name and address L -I k,>- it�e�M d� 1 `� ( t(�IS CSS cc�,2�- Svc ,c/�Y7 Interest in property (Fee Simple, Partnership, etc.). S i w�or NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) CONTRACTOR Name and ddress s� LLC - SURETY (Bonding Company) IIII 11 ILII it iii 1(11111 lit 11111 it 11111 !!>! liIdI ItilIII 11111 Name and address , Amount of Bond SEMINOLE COUNTY EK 136631 Pg 0662; (1gg) LENDER CLERK'S # 007042453 Name an'a0r ss RECORDED 03/21/20Gi ll i l@08 AM 1 II A RECORDING FEES 10,00 *********************************************************** Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida S tes: Name and address j 0 g Cv o Po ( , O U 1 Q o --3a') 6>— %�"ge *********************************************************************************************** Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a7.,Florida Statutes: Name and address: ) /-T- In addition to himself, Owner Designatesof To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified.) Signature of Owner Sworn to and s'uLbscribed before me this Day of H, . Comn>gsjp9bi fres: DD201316 EXPIRES �y oy o�ja E Bu tr, , r: r MY COMMISSION # MYCOMMISSION# DD20 _. May 11, 2007 a Wy 11 200 Slotary Public BONUEDMTROYFAIN INSURANCQING " BO D THRUTR YFA.NNSURNN-.,iNC. z The for oin instrument was acknowledged before me this day of by L1o��%%I%1 (Name of person acknowledged), who i ersonally kno qme or who has produced (Type of identification), as t en t- ation-an-&who did/did not take and oath. Florida Wind®w & Door, Ince Showroom: �.�� 1376 Bennett Drive Suite 142 - Longwood, FL 32750 Mailing Address: B P.O. Box 521189 - Longwood, FL 32752-1189 License #09628 Over 20 Years of Experience 407-644-4796 - Fax 407-644-4813 YOUR Replacement Specialist Bonded &Insured My salesman has exp►ained to me in terms ttwt understand exactly what I am buying. I am aware that any product which has special glass or is a special size is non-retumable, non-refundable and cannot be changed after deposit has been made and the product has been put into production. i Elm - -- ■. -.-_-_■ 101001=519ffl'�Mm 11111511 MINES d MINES OFISM-011111 11001101 ■. �.--_ ■ .-- ■■ ----__■ 000010101111100100101 -.--_�■ All • 1 invoice balances to be •. • Customer is responsible for any painting, to the Installer on completionstucco Wair or permitting the job. that be - �/ -- - ---- -'- - - ----- ----------- - Total MaterialI�. Installationof ®■I Total - ' __ Contract SCI My salesman has exp►ained to me in terms ttwt understand exactly what I am buying. I am aware that any product which has special glass or is a special size is non-retumable, non-refundable and cannot be changed after deposit has been made and the product has been put into production. i Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAVID JOHN60N, CFR. ABA 2 13.2 F4' P.3 PROPERTY o tJ Lr' 0 � ti3 90.0 APPRAISER W — ° 2 x4 WE 64 5EMINDLECOUNTY F1_ 1101 E. FIRST ST 31 Fri 67 9 SAHFono, IPL. 32771-1468 A 4 0 407 -665-7506 T :Aa 1 28.0 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-511-0000-0640 Number of Buildings: 1 Owner: NEWMAN LINDA Depreciated Bldg Value: $158,236 Mailing Address: 2019 HIBISCUS CT Depreciated EXFT Value: $400 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $29,700 Property Address: 2019 HIBISCUS CT SANFORD 32771 Land Value Ag: $0 Subdivision Name: ROSE COURT Just/Market Value: $188,336 Tax District: S1-SANFORD Assessed Value (SOH): $105,544 Exemptions: 00 -HOMESTEAD (2002) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $80,544 Tax Estimator 2006 VALUE SUMMARY SALES Deed Date Book Page Amount Vaclimp Qualified Tax Amount(without SOH): $3,027 2006 Tax Bili Amount: $1,535 QUIT CLAIM DEED 03/2001 04024 1875 $100 Improved No Save Our Homes (SOH) Savings: $1,492 WARRANTY DEED 01/1996 03030 0287 $100 Improved No WARRANTY DEED 01/1971 00842 0631 $15,000 Improved Yes 2006 Taxable Value: $77,970 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land Method Units Price Value PLATS: Pick... FRONT FOOT & 75 140 .000 400.00 $29,700 LEG LOT 64 ROSE COURT PB 3 PG 4 DEPTH BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cost New Num 1 SINGLE 1945 6 1,363 2,594 1,995 SIDING AVG $158,236 $216,762 FAMILY Appendage / Sgft OPEN PORCH FINISHED / 24 Appendage /Sgft BASE/632 Appendage / Sgft DETACHED GARAGE UNFINISHED / 575 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 FIREPLACE 1950 1 $400 $1,000 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 our next ear's Lxoperfy tax will be based on Just7Market value- LO ] o� Z �• Zo WW U O J Z O m N N W Z N x ] Q m z LL. 3: Z V 0 LL J c t0 t0 2Orr LLv O ° v _d-313/6 7y z 1- y -7'3/6 S-7\/ 02'3)3jYj5'-2y-z az /UEV\J M A--ivS 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 go 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 (of Standard) Year 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 S:untma L # Model, ;Number or _ Name ?Description 909.1 ;Single Hung Impact IVinyl Flange or Fin Frame =Window :Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: 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. Installation Instructions Verified By: Evaluation Reports PTID 1909 RI T 05-492 SHI-DWGs ndf PTID 1909 R1 T 05- PTID 1909 R1 T 05-493 SH-DWGs pdf PTID 1909 R1 T 05- i!Single Hung Window !Vinyl Flange or Fin Frame JUrnits of Use (See Other) Approved for use in. HVHZ: { Approved. foruseoutside HVHZ: Impact Resistant: i 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. Installation Instructions Verified By: Evaluation Reports 0 0 i E D, PRODUCT SPECIFIC CONDITIONS 1. DESCRIPTION OF PRODUCT 1.1 UNIT TYPE 1.1.1 FLANGE FRAME VINYL SINGLE HUNG WINDOW (Standard and Heavy Reinforcement) 1.1.2 FIN FRAME VINYL SINGLE HUNG WINDOW (Standard and Heavy Reinforcement) 1.2 MODEL DESIGNATION SERIES: SH -SHORE (FLANGE OR FIN FRAME) 13 OVERALL SIZES (LARGEST TESTED UNIT) 1.3.1 FLANGE: 52" WIDE X 75' HIGH 1.3.2 FIN: 52" WIDE X 75' HIGH 1.4 CONFIGURATION: O/X 1.5 NO. & SIZE OF VENTS (LARGEST TESTED UNIT) 1.5.1 FLANGE: 48.875" WIDE X 36.5625" HIGH 1.5.2 FIN: 48.875' WIDE 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: I/8' ANNEALED GLASS HDSB) 1/8' TEMPERED GLASS 2.2.2 GLAZING METHOD: EXTERIOR GLAZED USING A CLEAR COLORED ADHESIVE 'SILICONE" BEDDING COMPOUND (BOSS GS -1) AND PVC SMP GLAZING BEAD (5470) 2.2.3 DAYLIGHT OPENING SIZE: (LARGEST TESTED UNIT) FIXED LIGHT: 46.375" WIDE X 34.0625" HIGH OPERABLE VENT: 46.375' WIDE X 34.0625" HIGH 23 FRAME CONSTRUCTION: ALL PVC SECTIONS (0.065'typ wall) EACH CORNER SECURED BY MITER AND CORNER WELD CONSTRUCTION. VINYL FLANGE AND FIN FRAMES MEASURED 52" WIDE X 75' HIGH (LARGEST TESTED UNIT) Extrusion Type D'onesions: 2.3.1 FLANGE HEAD: HOLLOW 2.808" ext. face x 2.183• int. face x 3.615' deep (DWG 1 8805) FIN HEAD: 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 4 8805). FIN JAMBS: HOIJDW 2.808" ext. face x 2.183• int, face x 3.615• deep (ONG 1 8805) 2.3.3 FLANGE SILL: HOLLOW 0.807" ext. face x 2.189• int. face x 3.690• deep (DWG 1 88001 FIN J)FIDS: HOLLOW 0.807" ext. face x 2.1891 int, face x 3.690• deep (DWG 1 8800) 2.3.4 MEETING MIL: 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 D 2.4.1 TOP MIL: 62 0. 5" ext, face x 1.250' int. face x 1.564" deep HUNG / 8895) 2.4.2 BOTTOM RAIL: HOLLOW 0.625" ext. face x 1.250' int. face x 1.925" deep (UNG I B882) 2.4.3 JAMB MIL: HOLLOW 0.625" ext. face x 1.250• int. face x 1.300" deep (DING L 8875) 2.5 VWEATNER RRIPPING: QTY: 2.5.1 Single Row 2.5.2 Single Row 2.5.3 Single Row 2.5.4 Single Row 2.6 HARDWARE: QM. 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: QTY: 2.7.1 TWO 2.8 REINFORCEMENT. 2.8.1 7QMiO 2.8.2 TWO 2.8.3 ONE DesaipUan Location 0.3841 x 0.390" Vinyl Bulb w/fin At venr bottom rail woolpile 0.187• 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 Description location Constant Force Coil Spring Balance - Ashland Hdwe 1 each at jambs Balance Shoe and spring cover 1 each at iambs Pivot Bar Sash lock no nesting nibs 1 at each end of vent bottom 2 located on vent top rail Keepers for sash lack 2 located on meeting rail Meeting rail anchor Surface Mount Tilt Latches 1 at each end of meeting rail 1 at each vent top rail 1Description Extrusion Type PNVD" / SOLID 6202 SOLID 6202 Location 1 at each end of sill in corner Location: 1 in each horiz. component of vent 1 in each vert. component of vent lif 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. BILL OF MATERIALS 1. THIS WINDOW SYSTEM HAS BEEN DESIGNED AND TESTED TO COMPLY WITH TBE REQUIRFIWS OF THE FLORIDA BUILDING CODE (FB C 2004 CHAPTER 17 CBA�A= .fir 14 UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWING. COMPLIED WITH ASTM E283-99, ASTM E330-02, ASTH E547/E331-00, HAMA 1303.5-1916, PARAGRAPH 3.1.1, TEST A THROUGH 3.1.5 TEST G, NON -IMPACT NESISTANT. ASSY NAME J DESCRIPTION WIDTH (IN.) HEIGHT (IN.) PCSNNIT DESCRIPTION SHORELINE Ni aF1 & ay3 3. ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO BE E.VGIMEERED ON A SITE SPECIFIC BASIS. I SHH SASH 5. REFERENCE THE APPROPRIATE WINO LOAD TABLES USED ON THE GOVERNING CODE ARD WIND VELOCITY TO DETERMINE THE DESIGN LOAD TO USE WHEN REFERENCING S HESE. DOCUMENTS. NO LOAD REDUCTION OR ALLOUBLE STRESS INCREAS E WAS USED IN TEE PREPARATION OF THESE DOCUMENTS. -36.562 I 12310-999 BARS 48.875 - - __._ '^ 5910 ---- RAP --__ SNAP GW2C BEAD - 2 ASHLAND NOME OR S1MII,A9 ----- -- - --T5.3125 2 ---- 4 5470 _ 6202 ---SASH SNAPP GW2E READ _-" _ DAYTON TECH - 46.5625 2 DAYTON TECH nT 11. ALTERATIONS OR ADDITIONS TO THIS DOCUI4EN7 ARE NOT PERMITTED. REREINFORCE IW7�_ 4-8 - - - "- 2 ALTEC - - --"--- ?202 :9000 " SASH REINFORCE_ HP SURFACE MT TILT LTCB LCH __. ______ _ 36 2 ALTEC (FOR HEAVY REINF. ONIYI O i2_06 - SURFACE NT TILT LTCtl 1 ASHLAND "--_ _-----"--- 1206_ SILL BULB -t--- --- 1 ASRLAND ------ � 882 --_1..-X8.875 SASH LIFT MIL _ _1 DAYTON TECH _ 48.815 1 ---- O ''' 895 XX -0'290 WNITB W/FIN SASH LOCX MIL __ DAYTON TECH 'PRE- 6XTRODED IN PROFILE SCALEGEL 187"X 0.290 WHITE W/FIN __ 48.875 1 DAYTON TECH -- �- 'PRE -EXTRUDED O 815 SASH STILES IN PROFILE a87 X 0.290 WHITE W/FTN .,,,,....,....... 36.5625 2 DAYTON TECO ---- (~ GENERAL NOTES: - ---- r ;,(/ 1. THIS WINDOW SYSTEM HAS BEEN DESIGNED AND TESTED TO COMPLY WITH TBE REQUIRFIWS OF THE FLORIDA BUILDING CODE (FB C 2004 CHAPTER 17 CBA�A= .fir 14 UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWING. COMPLIED WITH ASTM E283-99, ASTM E330-02, ASTH E547/E331-00, HAMA 1303.5-1916, PARAGRAPH 3.1.1, TEST A THROUGH 3.1.5 TEST G, NON -IMPACT NESISTANT. 2. lx OR 2 x WOOD BUCKS SMALL BE INSTALLED NOT By VININTECH WINDOWS i DOORS AND ANCHpAED SO TWT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF FBC 2H04. 4„Y" 3. ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO BE E.VGIMEERED ON A SITE SPECIFIC BASIS. 4. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERL.VCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CAICULATIONS IN ACCORDANCE WITH ASCE 7-98, A DIAECfIONALIIY FACTOR OF Ed -0.85 MAY BE USED. ca 5. REFERENCE THE APPROPRIATE WINO LOAD TABLES USED ON THE GOVERNING CODE ARD WIND VELOCITY TO DETERMINE THE DESIGN LOAD TO USE WHEN REFERENCING S HESE. DOCUMENTS. NO LOAD REDUCTION OR ALLOUBLE STRESS INCREAS E WAS USED IN TEE PREPARATION OF THESE DOCUMENTS. 6. THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PROIXICI SITE, ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A LL O 7. THESE PRODUCT EVALUATION DOCUMENTS ARE NOT VALID FOR PERMIT WITHOUT ORIGINAL SIGNATURE UTE d RAISED SEAL ON EACH PERMIT COPY. 7AI5 ORIGINAL SIGNATURE AND SEAL REQOIREMEN7 IS APPLICABLE WHETHER OR N07 A MASTEA APPROVAL DOCUIENT IS ON FILE WITH A MUNICIPALITY AGENCY. x OR OTHER GOVERNING 8. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE COR MC70R PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ffMIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS CAPABLE OF SUPPORTING THE LOADS, 9. WHEN THE SITE CONDITIONS DTHE EVIATE FROM THESE PRODUCT EVALUATION DOCUEHTS SITE SPECIFIC DOCUMENTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR SHALLBBEAR THEFDATE,D SI(NATUURE,TING AND ORIGINAPECIFIC OF 4 ENGINEER FOR REVIEW. L THE DELEGATED ENGINEER OR ARCHITECT Mp SHALL HEGSUUBMITTED TO THE PRSAID ODUCT Q 10. NHEHE THE CONTRACTOR OR THE BUILDING OFFICIAL L91RES DOCONENIS FOR SITE SPECIFIC APPLICATION, THESE DOCUMEMS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT FOR SAID APPLICATION. Q 11. ALTERATIONS OR ADDITIONS TO THIS DOCUI4EN7 ARE NOT PERMITTED. og 4)9CI t110 M.S.ITH 1-7/8MIN. EMBEDMENT 3/16-0 ITW S " TAPCON WITH 1-3/4" o IN WOOD AND 3/4" MIN, EDGE DISTANCE MIN. EMBED. IN CONCRETE AND 2-1/2"� •1 (SEE WINDOW COMPARATIVE ANALYSIS MIN. EDGE DIST. (SEE WINDOW COMPAR 1 HART FO OTY. OF ANCHORS) ATIVE ANALYSIS CHART FOR OTY. 250" OF ANCHORS) .250" SHIM -8805 6202-� MAXVMEA. SIDi`. 8875 8805 -.SHIM DECORATIVE=' I I� SIDING BY u OTHERS .250" 835MAX. WOOD BUCK 4 Ij(III�I' .. (OPTIONAL) SHIM O "V�-I (WOOD CONNECTION) 0 `-8805 `•. -5470 DECORATIVE 8354 SIDING BY (OPTIONAL) Ij OTHERS .50" MIN. GLAZING DEPTH (BITE) TYP E ` CLEARS 9 ° A ADHESIVE ° BEDDING ° COMPOUND o r 5470-, - — CLEAR / a o ADHESIVE - BEDDING 8354 COMPOUND \ -6202 (OPTIONAL) i 8511 O -8895 0 6189-�, ❑ a a —CLEAR ADHESIVE 0 E BEDDING COMPOUND o \-5470 i CLEAR ADHESIVE BEDDING COMPOUND i i 5470-.,., /-CLEAR ADHESIVE j BEDDING COMPOUND .o / r-8882 5470--- o` �\ 8354—,O a (OPTIONAL!•, 0 -6202 WINDOW WIDTH 6" EQUAL EQUAL 6"- --,k-----i---- _y ---I rr•. Imo. o u .'i o E / _ } O I„�K u j-5470 I I °�`_� H x r S470� i // wIF Q Oma G J p W tx P�'T Q WOOD BUCK IDP TIONAL) a ° 0 /-3/16"o ITW TAPCON WITH 1-3/4” - a z / MIN. EMBED, IN CONCRETE AND e 3 j I 'z K i MIN. EDGE DIST, (SEE WINDOW COMPAR- ATIVE ATIVE ANALYSIS CHART FOR QTY. ° OF ANCHORS) OTYPICAL PLAN VIEW (CONCRETE CONNECTION) / a = R O SCALE: HALF SIZE Z Z 0 wZ -1x P.T. / WOOD BUCK CO Z a 2 Fn2FENESTRATIDN TESTING LABORATORY INC.. -I REPORT p 3938VINYL SH WINDOW OXJ 52"x75" HIGH - DESIGN LOAD = a 40 P.S.F.N805 WATER INFILTRATION = 7 P.S.F. OTYPICAL ELEVATION _-5470 SCALE'S/4" = 1'-0" / STANDARD REINFORCED WINDOW COMPARATIVE ANALYSIS CHA /-CLEAR ADHESIVE TWO 1/8' BEDDING COMPOUND (U-1 ANNEALED INSULATED GLASS WITH FLANGE JAI i 8882 & REINFORCED MEETING AND VENT RAILS zvWINDOW DESIGN LOAD CAPACITY - PSF DIMENSIONS WOOD SCREWS - ITW TAPCONS 6202 (2x WOOD BUao Ox WOOD BUCIO /:-8800 WIDTH HEIGHT QTY. OF QTY. OF i (INCHES) (INCHES) SCREWS POSITIVE NEGATIVE POSITIVE Ni SCREWS 25 3 40:0 21t 8 3 40 0 -8206 37-.3/8 4 46.6 188 9 4 46 0 .250" 18-1/8 44-5/8 .5 40 6 177 9 .....4 40 0 143 0 z _} MAX. 62 6 466 nn m . ..- ..... . _.... 114.4 ..: .......... m z 1 18. 2 a � 51.3 m' 127. -.... L4 > m a 122.0 Q 117.7 � s 197:3 95 6 m. 85.2....... Z a'S 5- 78 5 77 0...... j tlp` 09/09. 'L.2 Q1 w4 62 6 AS IN.T. C' Nw C 44.1 40:0 0 05-49 1L sheet 2 c 47901 i u ,--2x P.T. 37.3/8 4 m "' . 8354— r� Q (OPTIONAL)•. .250" �� WOOD BUCK -- 25-1/2 49-5/8 5 j MAX. SHIM ....__..6z._...._...._6. 75 7 25 36 49-5/8 ... 5. a ° ° 75 7 a o l" (MEETING RAILS NOT SHOWN) 25 3 TYPICAL HEADER AND SILL SECTION OSCALE: ATE HEADER AND SILL SECTION 52 49-5/i 5 a` HALF SIZE OALTERNHAL! SCAL ...........6 ........................6... 7y � m. 6 400 - -_. 7 40 0 40.0 73.8 3 40 0 40.0 49.4 4 40 0 DECORATIVE=— SIDING BY OTHERS 8354='// [ (OPTIONAL) n + CLEARS ^v ADHESIVE o BEDDING COMPOUND 0 5470 r ,, CLEAR o ADHESIVE' BEDDING COMPOUND 8511 �- 6189 --- 0 I rn a I 0 i 0 5470— 3/76'0 ITW TAPCON WITH 1 -3/4" -- MIN- EMBED. IN CONCRETE AND 2-1/2" MIN. EDGE DIST, (SEE WINDOW COMPAR- ATIVE ANALYSIS CHART FOR OTY. OF ANCHORS) 2S0 6202—MAX EA. SIDE`, 8875 8805--. SHIM i �/5470 m / / 2x P.T.—' e / w .250" 54.70 -i O MAX.- WOOD BUCKa a ° CO CI `-tx P.T. _ SHIM (WOOD CONNECTION) ; ' D WOOD BUCK l7 .- -8805 \ _ _ - _ Z -5470 DECORATIVE—` 8354 SIDING BY (OP TIONALI (OPTIONAL) < O ❑ OTHERS .50"0EP IN. GLAZING I" IT' ITW TAPCON WITH 1-3/4" C d Z / m DEPTH (BITE) TYP. /MIN < / — MINEMBED. IN CONCRETE AND 2-1/2" ; / ul MIN. EDGE DIST. (SEE WINDOW COMPAR- ATIVE OMPqR-ATIVE ANALYSIS CHART FOR CITY. ? N OF ANCHORS) JI OTYPICAL PLAN VIEW (CONCRETE CONNECTION) / CALE: HALF SIZE -� a -+ Glx P.T. O WOOD BUCK 0 III�II(�I� .250,MA FENESTRATION TELLRATORY INC. � 8354--/SHII REPORT # 4044 W OX X6202 (OPTIONAL) 52"x75" HIGH -DEP.S.F.05 WATER INFILOTYPICAL ELEVATION -8895 /-5470 SCALE: 3/4" = 1•_p•' HEAVY REINFORCED WINDOW COMPARATIVE ANALYSIS CHART CLEAR ADHESIVE CLEAR ADHESIVE TWU 1/8- (O,IZO') TEMPERED INSULATED GLA55 WITH FLANGE JAMB: BEDDING COMPOUND i BEDDING COMPOUND & REINFORCED MEETING RAILS, VENT JAMBS AND VENT RAIL �aeez 5470 - DESIGN LOAD CAPACRY- CLEAR ADHESIVE-� WINDOW PSF BE DOING COMPOUND DIMENSIONS WOOD SCREWS ITW TAPCOkS k 6202 (2x WOOD IBUCICI (Tx WOOD BUOQ ,= -CLEAR ADHESIVE 0 /--8800 WIDTH HEIGHT OTY. OF 07Y. OF I A,, BEDDING COMPOUND '� IINCHESI (INCHE 51 SCREWS POSITIVE NEGATIVE POSITIVE NEG SCREWS XL 8882 5470 ..........25 3 45 0 211 8 3 450 2128=. 835E—� O 8206 37-3/8 4 45 0 788 9 �� '� IOPTIONALI`, a .250" 18-1/8 49-5/8 5 "i 4 4501898 4 S 0 177 9 .. ..... .... ...6 ...... 5 456 178 7 —6202 MAX. 62 6 45.0 170.8 _..6. JAI 8354—. I . act 8206 (OPTIONAL)`,, .250' MAX SHIM (MEETING RAILS NOT SHOWN) O ALTERNATE ,!PER AND SILL SECTION SCALE. HALF 4 IZ r--#10 S.M.S WITH 1-7/8" MIN. EMBEDMENT IN WOOD AND 3/4" MIN. EDGE DISTANCE \(SEE WINDOW COMPARATIVE ANALYSIS FHART FOR OTY. OF ANCHORS) .250.. � \ -MAX. SHIM_8805 � DECORATIVE=— SIDING BY OTHERS 8354='// [ (OPTIONAL) n + CLEARS ^v ADHESIVE o BEDDING COMPOUND 0 5470 r ,, CLEAR o ADHESIVE' BEDDING COMPOUND 8511 �- 6189 --- 0 I rn a I 0 i 0 5470— 3/76'0 ITW TAPCON WITH 1 -3/4" -- MIN- EMBED. IN CONCRETE AND 2-1/2" MIN. EDGE DIST, (SEE WINDOW COMPAR- ATIVE ANALYSIS CHART FOR OTY. OF ANCHORS) 2S0 6202—MAX EA. SIDE`, 8875 8805--. SHIM i �/5470 m / / 2x P.T.—' e / w .250" 54.70 -i O MAX.- WOOD BUCKa a ° CO CI `-tx P.T. _ SHIM (WOOD CONNECTION) ; ' D WOOD BUCK l7 .- -8805 \ _ _ - _ Z -5470 DECORATIVE—` 8354 SIDING BY (OP TIONALI (OPTIONAL) < O ❑ OTHERS .50"0EP IN. GLAZING I" IT' ITW TAPCON WITH 1-3/4" C d Z / m DEPTH (BITE) TYP. /MIN < / — MINEMBED. IN CONCRETE AND 2-1/2" ; / ul MIN. EDGE DIST. (SEE WINDOW COMPAR- ATIVE OMPqR-ATIVE ANALYSIS CHART FOR CITY. ? N OF ANCHORS) JI OTYPICAL PLAN VIEW (CONCRETE CONNECTION) / CALE: HALF SIZE -� a -+ Glx P.T. O WOOD BUCK 0 III�II(�I� .250,MA FENESTRATION TELLRATORY INC. � 8354--/SHII REPORT # 4044 W OX X6202 (OPTIONAL) 52"x75" HIGH -DEP.S.F.05 WATER INFILOTYPICAL ELEVATION -8895 /-5470 SCALE: 3/4" = 1•_p•' HEAVY REINFORCED WINDOW COMPARATIVE ANALYSIS CHART CLEAR ADHESIVE CLEAR ADHESIVE TWU 1/8- (O,IZO') TEMPERED INSULATED GLA55 WITH FLANGE JAMB: BEDDING COMPOUND i BEDDING COMPOUND & REINFORCED MEETING RAILS, VENT JAMBS AND VENT RAIL �aeez 5470 - DESIGN LOAD CAPACRY- CLEAR ADHESIVE-� WINDOW PSF BE DOING COMPOUND DIMENSIONS WOOD SCREWS ITW TAPCOkS k 6202 (2x WOOD IBUCICI (Tx WOOD BUOQ ,= -CLEAR ADHESIVE 0 /--8800 WIDTH HEIGHT OTY. OF 07Y. OF I A,, BEDDING COMPOUND '� IINCHESI (INCHE 51 SCREWS POSITIVE NEGATIVE POSITIVE NEG SCREWS XL 8882 5470 ..........25 3 45 0 211 8 3 450 2128=. 835E—� O 8206 37-3/8 4 45 0 788 9 �� '� IOPTIONALI`, a .250" 18-1/8 49-5/8 5 "i 4 4501898 4 S 0 177 9 .. ..... .... ...6 ...... 5 456 178 7 —6202 MAX. 62 6 45.0 170.8 _..6. JAI 8354—. I . act 8206 (OPTIONAL)`,, .250' MAX SHIM (MEETING RAILS NOT SHOWN) O ALTERNATE ,!PER AND SILL SECTION SCALE. HALF 4 IZ �O V u � �0 ao a Z H O � ama o N I o F. Z ❑ - Im V ;o LL Y tt= qg )u 2y O o� !n a .. 2 O m auj z = co 0 151.:3..._... O 134.9 M 101.6 ILS 122.0 O 117.7 107.2 95.6 O 72.0........ Q B6.4 4 33.3 74.2 fy) 56_2...._.. 479€1 , ThomtonmTomasetti Group Evaluation Report TTG PROJECT NO.: KK5493.00 DATE: September 9, 2005 PAGE: 1 of 3 FEC EVALUATION REPORT NO.: FL1909.2 - Rl CODE: Florida Building Code 2004 PRODUCT CATEGORY: Windows PRODUCT SUB -CATEGORY Single Hung PRODUCT NAME: Single Hung Window Vi Win Tech Windows & Doors MANUFACTURER: 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. 9B-72.070, Method 1(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. 2. SUBSTANTIATINGDATA - . 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 Thomton-Tomasetti Group, Inc. (TTG, Inc.), signed, dated and sealed by John W. Knezevich, P.E. is an integral part of this Evaluation Report. yftFdB4l1lrr,. 4Qf" Evaluate ai.l $Q 'ftv: THd�R1STI GROUP, INC Jof�ii K vic Septeiief�-�Q�S; Florida ff6ens.c,,�l�by ,,Pl `41961 Florida COA No.: 7519 330 North Andrews Avenue, Suite 450 ■ Ft. Lauderdale, FL 33301 ■ 954.522.3690 ■ 954.522.3691 fax www.TheTTGroup.com Office -s `0V'or!d v. 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 • U ® -WOM This Single Hung Window system has been designed to resist wind pressures as indicated by the Standard and Heavy Reinforcement Schedules, pages 2 and 3 of 3 of Drawing No. 05493. • s - The type, size & quantity of anchors are shown in the Standard and Heavy Reinforcement Window 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. 6. ;INSTALLATION This Single Hung Window system is to be installed in accordance with the typical details, general notes, schedules and material specifications found in the referenced drawing. r=; ornton isTomasetti Group i Evaluation Report TTG PROJECT NO.: KK5493.00 DATE: September 9, 2005 PAGE: 3 of 3 0 See Product Specific conditions and Bill of Materials on page 1 of 3, Drawing No. 05493. ■ 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 or 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.