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HomeMy WebLinkAbout605 Willow Ave (2)CITY OF SANFORD PERMIT APPLICATION Application #: Submittal Date: a3 IUO i Job Address: GOs' 4�" lug �1iN1J Value of Wor ./$ Parcel ID: )q' _�V' S—A c) ORC) 6 .-l>D$D Zoning: S/'u(,V- -F/k/ 1!::!q Historic District: No Description of Work: QQ Ll C' LACr I(n,0oWS VV!) Square Footage:'2) 60R_ D1v� S14b3VG CGh5S'�i1 &0 (L tut ................................................... .................................................................... Permit Type: Building 0..Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New 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 ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ j Occupancy Use Group(s): Construction Type: 6(, _ # of Stories: / # of Dwelling Units: ✓ Flood Zone: &0_ (FEMA form required) .......................................................................... .... ..... .... .. .............................. . Property Owner: CK hp_Lf_ii ODlti S Contractor.`t� .C. ccoI((L CMS 1 I Kai (tM LLC Address: (,US WI(L�pW NV"AiUE Address: 6�b (3dy Gd 1'�4R Phone:_ :A" L107-3)9- 54b`)- Phone:('(,)?-)a)-91f'(State License Number:C1eCD")5a0y Bonding Company: f\J Mortgage Lender: P Address: Architect/Engineer: Address: Plan Review Contact Person: Address: Phone: Fax: Phone: Fax: 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_ 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 apt this county, and there may be additional permits required from other governmental entities such Acceptance of permit is verifi ation that l will notify the o er of the property of the re Signature o Owner/Agent Dat Si ' P er/Agent's Name Print Su ignatDate Si `Jr1 FLORIDA 0Beverly Gagliardi COMMissioi.1 ' DD557886 Expires: BONDED THRU F"IL\.: ;"LU. Owner/Agent is _ llersgttatly`f�not own to'Nfe"or Co Produced ID �` � _ APPROVALS: ZONING: UTIL: FD: Special Conditions: Rev 02/2007 able to this property that may be found in the public records of water management districts, state agencies, or federal agencies. o lorida Lien Law S 713. f7 of of Contractor/Agent s Name Notary Public - State of FbMa Cpmm%slon Expires Jul 17, 2009 Commission # DD 443204 londed By National Notary Assn. 11 ENG: ta'" '-t (,*I— 6114?AI-7 BLDG: �4 3 Permit Number r� Parcel Identification Numbers 11111111111111111111(1 Ili 11 Ill 11 Ill 11 111 11 11111 111 11 111 4 1111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK %751 Pg 0848; (1pg) CLERK' S #i; 2007099484 RECORDED 07/09/2007 G1:00:49 PH RECORDING FEES 10.00 RECORDED BY H DeVore i,ERTIFIED COPY MARYANNE MORSE df-ERK OF CiRCUIT COURT State of ,►-t1) 8YV1�C�Y_�( County of _f)EpUTV f7' -Fob( The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance �9� 0 9 with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. `/U1 1. Description of property (legal description of the property, and street address if available) l tyt3j tvt.t.v ,.�� t -t~t its*r U`,�3c1 Si�'c'�" (im ��: r'1 L liar €fiLY tt`7J UN rl Sworn to and subscribed before me this_fj_day of _— 1— by ��tk'1 who is personally known to me OR as identification. NOTARY PUBLIC -STATE OF FLORIDA Beverly Gagliardi Commission #DD5570 808 kv- Expires: MAY 30, BONDED THRU p nAti7iC BONDING CO., INC - Form Revised: 3190 Signature of Notary Seminole County Property Appraiser Get Information by Parcel Number Page 1 of Z 'A CIP.. DETAIL DAYm JCFIN , SOik CFA. ASA R PMWE7 T OPkAISGR S'fi%71NOt6"O0l1lV'f i t09'E. Flt25T 57 HAKFCOiD.,FL 3 277 1-9 468 407-665775M 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AG-080G-0080 Number of Buildings: 1 Owner: EDWARDS CHARLES Depreciated Bldg Value: $130,666 Mailing Address: 605 WILLOW AVE Depreciated EXFT Value: 30 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): 438,167 Property Address: 605 WILLOW AVE SANFORD 32771 Land Value Ag: 30 Subdivision Name: SANFORD TOWN OF Just/Market Value: $168,833 Tax District: S1-SANFORD Assessed Value (SOH): $73,879 Exemptions: 00 -HOMESTEAD (1994) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $48,879 Tax Estimator 2006 VALUE SUMMARY Tax Amount(without SOH): $2,240 SALES 2006 Tax Bill Amount: $802 Deed Date Book Page Amount Vac/Imp Qualified Save Our Homes (SOH) Savings: $1,438 Find Comparable Sales within this Subdivision 2006 Taxable Value: $47,077 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND PLATS: Pick... Land Assess Land Unit Land Frontage Depth Units Price Value Method LEG LOT 8 + N 112 OF LOT 9 + S 112 OF VACD ST ON N & W 1 /2 OF VACD ALLEY FRONT FOOT & 114 124 .000 360.00 $38,167 ADJ ON E BLK 8 DEPTH TR G TOWN OF SANFORD PB 1 PG 115 BUILDING. INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1979 6 1,519 2,008 1,519 CONC $130,666 $147,645 FAMILY BLOCK Appendage/ Sgft UTILITY FINISHED / 473 Appendage / Sgft OPEN PORCH FINISHED / 16 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, http://www.scpafl.ofglweb/re web.seminole_county title?parcel=2519305AGO80GO080&... 6/22/2007 F • NMI nm f 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-Ri Revision 2004 Approved i - Vi Win Tech 2400 Irvin Cobb Drive Paducah, KY 42003 (270) 443-9622 ext 222 (hall@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 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 Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ORLANDO L. BLANCO, P.E. Standard HAMA 203 ANSI/AAMA/NWWDA 101/I.S.2 PA 201, PA 202, PA 203 Method 1 Option D 09/21/2005 09/22/2005 09/23/2005 10/11/2005 Year 1998 1997 1994 Sv�utari 1PrDY1�➢S`x-� 3"'cZz �"3 _-ari r"'yK, t �F.."r"`i;"'.�.,'pk� .g... Z+.o-r'gc*av 'r f'' r 11909.1 !Single Hung Impact ;Vinyl Flange or Fin Frame Window !Limits of Use (See Other) u Installation Instructions �! Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: !Evaluation Reports Impact Resistant: i Design Pressure: +/- ! PTID 1909 Ri T 05-492 SHI-DWGs pdf PTID Other: This product is not suitable for 1909 RI T 05- 492 Singlet ung Imp Renort.PDF jinstallation in the High Velocity Hurricane I PTID 1909 R1 T 05-493 SH-DWGs ndf Zone (HVHZ). This product may only be $ PTID 1909 R1 T 05- !installed on concrete, hollow concrete 1493 Sin lg eHunR: onlmp Report.PDF ;block or wood substrates. For all other conditions, site specific design shall be by this office or our delegated engineer. 19.09.2 _ _ ;Single Hung Window Limits of Use (See Other) Approved for use in H1/HZ: Approved for use outside--HVHZ: Impact Resistant: Design Pressure: +/- Other: This product is not suitable for installation in the High Velocity. Hurnicane 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 enaineer. . Jinyl Flange or Fn Frame Installation Instiructions Verified By: °valuation=Repots DEStRIP110N OF PRODUCT 1.1 UMITYPE 1.1.1 FLAFKa: FIN VINYL SINGLE HUNG WINDOW (Standard and Heavy Reinforcement) 1.1.2 PIN F= VINYL SINGLE HUNG WINDOW (Standard and Heavy 8einforceneot) 1.2 MODEL DESIGNATION SERIES: SH-SBORB IFUIiG1 OR FICO PRUI;) 13 OVERALL SIZES (LARGEST TESTED UNIT) 1.3.1 FLARGE: 52' WIDE X 15' HIGH 1.3.2 FIN: 52' COLON 175, HIGH 1A CONFiGURATHft OiNX 15 NO. A SIZE OF VENTS (LARGEST TESTED UNIT) 1.5.1 rim: 46.875' NIDE X 36.5625' HIGH 1.5.2 FIN: 48.875• VIM X 36.5625' HIGH MATERIAL CHARACTERISTICS: 2.1 RUM 8 VENT MATERIAL RIGID POLY VINYL CHLORIDE (PVC) (ase spedflc extrusion type) 2.2 GLAZING: 2.2.1 GLAUNG MATERIAL: 1/1' AIDNEAIED GLASS (DSB) 1/8' TD9PERXD GLASS 2.2.2 GLAZING HIMOD: MUM GLARED DSING A CLEAR COLORED A6BSSIVE 'SI1ICOHH' BEDUNGS COMPOUND (6055 GS -I1 AND PVC SMP GLAZING BEAD (5470) 2.2.3 DAYLIGHT OPENING SITE: (LARGEST TIM UNIT) FIXED LIGHT; 46.375' WIDE 134.06251 HIGH OPERABLE VEWI: 46.375' WIDE X 34.0625' HIGH 23 FRAME CONSTRUCTOR: ALL HNC SECTORS (O.MS'typ WaQ EACH CORNER SECURED BY MTER AND CORNER WELD CONSiRUook VINYL FLANGE AND FIN FRAMES EoMEASURED 52 X 7975 NIGH (LARGEST TESTED UNM " [Wroarvilaw 2.3.1 FLANGE HEAD: HOLLOW 2.808' est. face a 2.383' let. face x 3.6151 deep (OAG 1 8805) FIN HEAD: B= 2.8081 ext. face a 2.1831 let. face a 3.615' deep (DNG 1 88051 2.3.2 FLUM JM: SULLOW 2.808' ext. face a 2.183' ist. face a 3.615' deep (ONG 1 8805). FIR ARM SUCCOR 2.808' ext. face x 2.183' Nat. face x 3.615' deep (DRG 1 8805) 2.3.3 FLAR68 SILL: HDLLON 0.607' art. face x 2.189' lot. face x 3.690' deep (DING 1 8600) FIN JUTS: BOLLOW 0.807' est. face x 2.109' lot. face x 3.690' deep (DWG 1 80001 2.3.4 MEETING RAIL: HOLLOW 2.116' at. face x 1.493' imt. face x 1.524' deep (DWG 1 8511) 2A VEDA CON9TI(UCIION., ALL PVC SECTIONS SECURED W COMMBY MITERAND CORNER WELD Eatru dmn Type Dbne w m: 2.4.1 TOP MIL: BOLLOW 0.625' at. face a 1.250' int. face x 1.564' deep (DWG 1 81951 1.4.2 BOTTOR RAIL: 83UM 0.625' at. face a 1.29' int. face x 1.925' deep (DWG 1 8882) 2.4.3 JIM® RAIL: BDLION 0.625' at. face 1 1.250' int. face s 1.300' deep (OWE 1 8875) 2.5 WEATHER STRIFNK' 2.5.1 Single Now 2.5.2 Single Roe 2.5.3- Single Row 2.5.4 Single Rov 2.6 HARDWARE: or 2.6.1 TW -2.6.2 TWD 2.6.3 To 1.6.4 TWO 2.6.5 TWO 2.6.6 TWO 2.6.7 TWO 2.7 WEEP HOLES: 2.7.1 TWO 2.8 REINFORCEMENT - QM. 2.8.1 TWO I.8.2 TWO 2.8.3 ONE 0.38M4i'�s Os1.390' Vinyl Bulb v/fin tion AAiasst bottom rail voolpile 0.181. 1 0.290• v/integral plastic fin Frame Sill wolpils 0.187' x 0.290' vAntegral plastic fin Sash top rail eatetior woolpile 0.1871 a 0.290' vAntegral plastic fin At each sent jamb rail Location Constant Farce Coil Spring Balance - Asbland give ] each at ambs Balance Shoe and spring cosec I each at lads plant Bar I at each end of vat bottom Sash lock oo nesting Ribs 2 located on vent top rail ' Keepers for sash lock 2 located on meeting rail Heating roil anchor 1 at each end of meeting rail Surface Moat Tilt Latches 1 at each want top rail DOICAPtiorl Extrusion Type Parwp s SOLID 6202 SOLID 6189 Locatlwt 1 at each end of sill in corner Locatban 1 in each boric. component of vent 1 in each vert, component of vent (if unit specified is fully reinforced) I inside meeting rail 2.9 GLAZING METHOD: 2.9.1 All specimens interior glazed with Boss ACCUlatrir GS -1 back -bedding compound and vinyl snap in glaring bead (5470). Interior side of glass glared with extruded PVC glass stop with a fin gasket. The interior stop was fitted into the frau without sealant, 1. TAis V"U" SISTER c cowHEIN l�GtgJ6D Aw01�a51BUD190 ylOt BEWIB1�IIi28I-99, L�Stl11 L330-02 =5(4W631SU-DBCHAPW 9.197, PAltaG01PH 3.1.1, TEST A fIDIDOIGTAI "Pi as 71ST G, WN- iR., wI 2• 1N DAA I R&AIBS7-A&2 BT By V"ENTECB VINDODS a BOOM) AND ANCBDNED SO THAT THE BUILDING RESISTS THE SUPERINEOSED LOAM J. ARM 1RCg�ONDITIONS HOT MSCAIBID9r111111 THIS MAIM 1q. SAM SU M M � CONGA SITE SPECIFIC BUIS. I �g�p}�ryD 1. YI LOCITMTY. POR � 10 DAC 1011TF01S Il ACWIDBN[B Run p�ItB INCE 7-91, A DIDDIREyCTION FAC70 1475TEMY BE USED. CODE AND fDPIIOIkG 5.THLIX DD(DtTMBIH,.. .ONO LEAD RUUCUCUDNVIND �IOR A�LIAMU SUM ONTBE5�3 UKRG��tY 70L PAEP6 d71UN1OF THESE SSI IACD TO M1 WHEN Na14AENCING 6. SPECI� FIC SITE. PROODC7 EVALUATION DOCUNWS an MPARED BY THE PROODCT MISTER AND ARE GENERIC. THU DO 107 INCLUM INFORM7I0" PREPARED FOR A egg �,� SEAL 7. S IEY,PR4 AND MU F KIWIS APP111�FJ8LE ETNBER OAR � A VASTER APP ROVV&L�Ip�CO�DA15 (A FILLEE fRTHONA IHR(ICIPPUIWALIIT Da BUYERS a. TUBE FRUBM EVALUAUCN DDNANI TS ARS SUITABLE 70 BE APPLIED BY THE ODw7RACTUR PRWIMD THECOTq�,7� IDES NOT DEVIATE FPA4 TER CONDITIONS DETAILED HEREIN AND THE DDNTRACIM VENIYI6S TBE LASTING STROCTORL IS CAPABLE OF SUPPORTING TER !AADS, 9. MR THE SITE CONDITIONS OAIAI M TIM PH= EVALUATION DDMWS $EYE TFIC DOCUNI TS SHALL BE Pq�PAREO BY A FLORIDA REGISTERED DDCIDWS OR IE AR SEE DAATTE,OESIIII �E, RASO �GI�NAL t ARE THE �L6A�D Y�AI� RSEOAA�ITI T MDI SHALL BE sUBNELrM/77ONEb TEE hSUB o Uwn Milo FOR REVIEW. 10. WHERE 711E CONTRACTOR OR TEE BUILDING OFFICIALIRIS DOCOOMS FOR SITE SPECIFIC APPLICATION, Tan DOCOO]TS SHALL BE PREPARED B1 A FLORIDA REGISTERED ENGINEER OR ARCBITEC7 FOR SAID APPLIITIBM. 11. ALIENATIONS OR ADDITION TO THIS ROCRONI ARE HOT PERMITTED. BILL OF MATERIALS ASSY NAME DESCRIPTION WIDTH (IN.) JHEIGHT QN31POANT1 DEsawri ON 5Z 75 41 3 11525 10-99 --' PIVOT BARS 2 AS D SUNK OR SIMILAR BEAD SNAP GIM 3 . DA S ELAN D BEA _ 6 ECB - D H VT 48� 69 0 RE BY ALTLC FOR HEAVY REINF. LY I ACE M IL? LTC" MUMp SURFACE NT TILT LTCB ASS ---- 0 SILL !TOLE ./7 DA iLCB SUN LIFT MIL- ] OR X,:_r29 I 'PRE -EXTRUDED P ILE SCD L H LOCK MIL DA W--.....-- 187 X 0. ITE N FH D PRO ILK ASB STILM 62 1 DA _._�...._ X WIT N FIN CIEAR DS IG SASH GLASS 4 .s 1' t57ARDhRD REIRF.) ' OA ( NR SPACE) rATUCFP7 SPACTOI 7DT CLUB DS G H 61ASS 63 1 ' LRED IHEAVY REIHP. 3 ' )A (1 2' AI SPACE) PT S ACU -- F 1 OHM 151 MTRT G SEALANT DESSICANT BD LEN IND % B11 BD sin !MOCK "O NIB 2 ASHCAN B OR SIMILAR x - PB rR BD LOCK sex MERE 9I1(I1AL X s�L� S GS -1 CLEAR SI1ttLAR FACE M KEEPER AS OR 51NI UD DA ] SMP E DAYTON - I RAI 1 2 ALTEC - 1 TAG MI -0R SINI -� ] T IW PRAl6 so PN DAYfOT TMB CLEAR DS IG FRANK GLASS 0 TIXU ANMAIED (STANDARD REINF.I OA (1 ) All P AONR + + TEND US GIHTUC[PT GLASS ++ U AIR SP 1!8 T FEED IRUVY HEW. I RCE SPAM x sI T K 8' PLAT HO PLAIN SCREW MMM Iln7aw• ART I OR SIMILAR r ; _ 1. TAis V"U" SISTER c cowHEIN l�GtgJ6D Aw01�a51BUD190 ylOt BEWIB1�IIi28I-99, L�Stl11 L330-02 =5(4W631SU-DBCHAPW 9.197, PAltaG01PH 3.1.1, TEST A fIDIDOIGTAI "Pi as 71ST G, WN- iR., wI 2• 1N DAA I R&AIBS7-A&2 BT By V"ENTECB VINDODS a BOOM) AND ANCBDNED SO THAT THE BUILDING RESISTS THE SUPERINEOSED LOAM J. ARM 1RCg�ONDITIONS HOT MSCAIBID9r111111 THIS MAIM 1q. SAM SU M M � CONGA SITE SPECIFIC BUIS. I �g�p}�ryD 1. YI LOCITMTY. POR � 10 DAC 1011TF01S Il ACWIDBN[B Run p�ItB INCE 7-91, A DIDDIREyCTION FAC70 1475TEMY BE USED. CODE AND fDPIIOIkG 5.THLIX DD(DtTMBIH,.. .ONO LEAD RUUCUCUDNVIND �IOR A�LIAMU SUM ONTBE5�3 UKRG��tY 70L PAEP6 d71UN1OF THESE SSI IACD TO M1 WHEN Na14AENCING 6. SPECI� FIC SITE. PROODC7 EVALUATION DOCUNWS an MPARED BY THE PROODCT MISTER AND ARE GENERIC. THU DO 107 INCLUM INFORM7I0" PREPARED FOR A egg �,� SEAL 7. S IEY,PR4 AND MU F KIWIS APP111�FJ8LE ETNBER OAR � A VASTER APP ROVV&L�Ip�CO�DA15 (A FILLEE fRTHONA IHR(ICIPPUIWALIIT Da BUYERS a. TUBE FRUBM EVALUAUCN DDNANI TS ARS SUITABLE 70 BE APPLIED BY THE ODw7RACTUR PRWIMD THECOTq�,7� IDES NOT DEVIATE FPA4 TER CONDITIONS DETAILED HEREIN AND THE DDNTRACIM VENIYI6S TBE LASTING STROCTORL IS CAPABLE OF SUPPORTING TER !AADS, 9. MR THE SITE CONDITIONS OAIAI M TIM PH= EVALUATION DDMWS $EYE TFIC DOCUNI TS SHALL BE Pq�PAREO BY A FLORIDA REGISTERED DDCIDWS OR IE AR SEE DAATTE,OESIIII �E, RASO �GI�NAL t ARE THE �L6A�D Y�AI� RSEOAA�ITI T MDI SHALL BE sUBNELrM/77ONEb TEE hSUB o Uwn Milo FOR REVIEW. 10. WHERE 711E CONTRACTOR OR TEE BUILDING OFFICIALIRIS DOCOOMS FOR SITE SPECIFIC APPLICATION, Tan DOCOO]TS SHALL BE PREPARED B1 A FLORIDA REGISTERED ENGINEER OR ARCBITEC7 FOR SAID APPLIITIBM. 11. ALIENATIONS OR ADDITION TO THIS ROCRONI ARE HOT PERMITTED. a 0 0 ' IN WOOD AND 3/4" MIN. EDGE DISTANCE MIN EMBED. IN CONCRETE AND 2-1/2" f / \ISEE WINDOW COMPARATIVE ANALYSIS MIN. EDGE DIST. (SEE WINDOW COMPAI MART FOft CITY. OF ANCHORS) ATIVE ANALYSIS CHART FOR CITY. .250- OF ANCHORS) .250" -MAX. 6202--. MAX. SHIM X8805 EA. SIDE\ 8875� 8805 -,SHIM WINDOW WIDTH 6" EQUAL EQUAL 6" QTYPICAL ELEVATION -4cALt-3. .T-9- -5470 CLEAR ADHESIVE-, WINDOW DESIGN LOAD CAPAC/IY-PSF BEDDING COMPOUND DBUENSIONS WOODSCREWS ITWTAPCONS -6202 RX WOW 8000 Ox WOOD BUC10 d Py 5470-, /CLEAR ADHESIVE 8800 �� HEIGHT u POSITIVE NEGATIVE / 8862 U A / 8354-, 8206 3 (INCHES) (OPTIONAL( �, 250" 0 - 6 202 C7 A • NEGA SHIM -8800 25 .._.............................................................._..._..... x5470 40.0 a DECORATIVE --%� 40.0 Q (OPTIONAL)',.., 37-3/8 / _...................._............__.................................................._.......__........ 40.0 -S SIDING BY OTHERS 40.0 d 2x P.T.-� 18-1/849-5/8 e.:e .. • as ° S kp (MEETING RAMS NOT SHOWN) ir 143.0 MAX. WOOD BUCK TYPICAL _HEADER AND SILL SECnON O'S�A CE HALF St C0 - 5470 CO \ �1e P.T. 8354 -% (OPTIONAL) 114.4 \\SHIM (WOOD CANNECTION) �' 5. 7 [� WOOD BUCK 5 ....... _40.0 � ........ I ........_......... 18.2 `-8805'J DECORATIVE-' �' 8"'-' 25 ..............._._..._................................._..._.._.._......................_.._..,......_........_........._....................._... 3 8354'/ ' 9 40.0 151.3 .� ---5470 SIDING BY (OPTIONAL) 37-3/B (OPTIONAL( `; 40.0 134.3 Q _..................__........ 40.0 / N WOODBUCK OTHERS .50" MIN. GLAZING __............_........ 49-5/8 /-3/16"b ITW TAPCON WITH i-3/4" n • 4 126.4 .._............._........................_...._.....,............__ ............_...................._................. 5 40.0 ......_........-........._ 127.0 4i .....................6 ........................._......_.....,............._........._..........._...........,._...:..........._......._.., 40.0 DEPTH (BITE) TYP. ' / MIN. EMBED. IN CONCRETE AND 2-1/21' MIN. EDGE DIST. (SEE WINDOW COMPAR- ......_................... 122.0 14 75 7 40.0 117.1 7 40.0 .............._........... 717.7 V --� ATIVE ANALYSIS CHART FOR OTY. . CLEAR 40.0 706.6 3 40.0 107.2 37-3/B ...._..... __......................_......... L OF ANCHORS) ADHESIVE 4 40.0 95.6 3fi 49-55 /8 5 40.0 65.2 ....5 (CONC6HE CONNECRO.,�S� BEDDING 0 70.5 6 40 0 78 5 9 COMPOUND 75 7 400 770. 7 40.0 77.0 -tx P.T. 5470- 3„_...... 910 _ - 3 WOOD BUCK CLEAR ADHESIVE\,, \ ..., Q. 52 - 5 .250" MAX. FENESTRATION TESTING LABORATORY INC. REPORT BEDDING(�J 40.0 50.8 Q 8354--' ........._62.......................6................__:.QcP................__''.:...................._6.................._40:C................_L.�'.:�._.... SHIM N 3938 - VINYL SH WINDOW DX COMPOUND x-6202 (OPTIONAL) 7 40.0 10.0 52"x75" HIGH -DESIGN LOAD .: 40 P.S.F. 40.0 40.0 i' -8805 WATER INFILTRATION x 7 P.S.F. 8511 ,.-8895 5470 6189 Q STANDARD REINFORCE( s CLEAR ADHESIVE CLEAR ADHESIVE TWO 1 `O.-1I� ^ BEDDING COMPOUND& � BEDDING COMPOUND REINFOR 8882 WINDOW WIDTH 6" EQUAL EQUAL 6" QTYPICAL ELEVATION -4cALt-3. .T-9- -5470 CLEAR ADHESIVE-, WINDOW DESIGN LOAD CAPAC/IY-PSF BEDDING COMPOUND DBUENSIONS WOODSCREWS ITWTAPCONS -6202 RX WOW 8000 Ox WOOD BUC10 d Py 5470-, /CLEAR ADHESIVE 8800 �� HEIGHT 1 BEDDING COMPOUND POSITIVE NEGATIVE / 8862 5470 A / 8354-, 8206 3 (INCHES) (OPTIONAL( �, 250" 0 - 6 202 MAX. ri NEGA SHIM -8800 25 .._.............................................................._..._..... 3 40.0 211.8 8354- 8206 40.0 Q (OPTIONAL)',.., 37-3/8 - MAX. - SHIM _...................._............__.................................................._.......__........ 40.0 188.9 . a>-< 40.0 d 18-1/849-5/8 e.:e .. • as ° S kp (MEETING RAMS NOT SHOWN) ir 143.0 s TYPICAL _HEADER AND SILL SECnON O'S�A CE HALF St ALTERNATE HEADER AND SILL SECTION O P&A a ....._. I 4'041 WIDTH HEIGHT QTY. OF POSITIVE NEGATIVE CITY. OP ��• (INCHES) (INCHES) SCREWS SCREWS POSITIVE NEGA ` 25 .._.............................................................._..._..... 3 40.0 211.8 3 40.0 212.8 37-3/8 4 _...................._............__.................................................._.......__........ 40.0 188.9 4 40.0 189.6 18-1/849-5/8 S 40;0_,,,_...__..,_177,9.._..._....._4 40.0 143.0 62 6 ....._. ......_170:8 114.4 5. 7 40.0 ................_4_.............__�'.�:� 764.8 5 ....... _40.0 � ........ I ........_......... 18.2 y 25 ..............._._..._................................._..._.._.._......................_.._..,......_........_........._....................._... 3 40.0 150.6 9 40.0 151.3 2x P.T. 37-3/B 4 40.0 134.3 4 _..................__........ 40.0 134.9 N WOODBUCK 25-1/2 __............_........ 49-5/8 _...... ........................__.........._._...,.._._......_......., 5 ...................__................. 40.0 126.4 .._............._........................_...._.....,............__ ............_...................._................. 5 40.0 ......_........-........._ 127.0 4i .....................6 ........................._......_.....,............._........._..........._...........,._...:..........._......._.., 40.0 127.4 6 40.0 ......_................... 122.0 14 75 7 40.0 117.1 7 40.0 .............._........... 717.7 V 25 3 40.0 706.6 3 40.0 107.2 37-3/B ...._..... __......................_......... L 40.0 _. _.. 95.1 4 40.0 95.6 3fi 49-55 /8 5 40.0 65.2 ....5 40 0 85.2 0 70.5 6 40 0 78 5 9 75 7 400 770. 7 40.0 77.0 73,8 3„_...... 910 97-3/B ..................._..........,_.........................._ 3 40.0 _..._............................ - 49.4662.6 .. ..., Q. 52 -4 -5/8 5 400.0 ._ 500.8 .._.._......_..................._._........._...._......._............. 5 40.0 50.8 Q ........._62.......................6................__:.QcP................__''.:...................._6.................._40:C................_L.�'.:�._.... 75 7 40.0 10.0 7 40.0 40.0 4'041 -rnn. cnoc�ncn, ene-m 11 W I APCON WITH 1-3/4" WOODSCRng$ (xWOOD Bucx) BEDDING COMPOUND .-6202 � �I"N WDOD�AN0�3/t""MIN. EDGE DISTANCE MIN. EMBED. IN CONCRETE AND 2-1/z" b OTY. OF / \1SEE WINDOW COMPARATIVE ANALYSIS MIN, EDGE DIST. (SEE WINDOW COMPAR- (INCHES) (INCHES) SCREWS HART FO QTY. OF ANCHORS) ATIVE ANALYSIS CHART FOR OTY. o 25 ..............4._._......_...4'.r'..:0.............. 3 .2S0" \\ OF ANCHORS) .250" v 8354---. 8206 MAX. SHIM_8805 620MAX. EA. SIDE SIDE\ 0875 8805—.SHIM 18. • aC� .2SO" (OPTIONAL", \ 18-1/8 ....._...........................__....._...__....._....._...._............_...__ 49-S/8 5 45.0 17 :..._....... 6202 MAX. SHIM .....__6Z......._ 75 _.......6_ ........... 7 45.0 ......... 45.0 ......_17 16 C7 pECORATIVE x5470 a --2x P.T. SIDING BY 37-3/8 ........_....__._ ................... 4 ....... ., ......Is. 13, OTHERS 25-1/2 2x P.T.- I 51.70 r 45.0 12i MAX. WOOD BUCK ca -. CO ` P.T. __....................................................._..._ 8354/ SHIM (WOW CONNECTION O W W000 BUCK 7 (OPTIONAL) ` `-BBOSDECORATIVE 8354- 8354 ! 25 .-5470 SIDING BY (OPTIONALI'� (OPTIONAL) ... fl ._.._ ..................�..3...._..� OTHER$ .50" MIN. GLAZING ITW TAPCON WITH 1-3/4•' ° 4 9' ... .. .:...:. . ° ' 36 DEPTH (BITE) TYP. /r-3/16"(0 M IN. EMBED. IN CONCRETE AND 2-1/2" .__..4S.o._........_.t0i 45;0 BS ”o - MIN. EDGE DIST. (SEE WINDOW COMPAR-, 6 _.....--'- 450 8E 9 ATIVE ANALYSIS CHART FOR OTY. �C RE .............._ 7 ... _. ... 45.0 ° d OF ANCMORS)OTMP CLEAR--� ADHESIVE 45.0 7.. • EW (CONOISTECONNWMN) ,r g BEDDING ...................� f• LLYV'tHLq�L COMPOUND 52 49-5/85 ..__.._.........._..... 1x P.T. 45.0 S" @TYPICAL HEADER AND SILL SECTION @ALTERNATE HEADER AND SILL SECTION A AL h g B S :i� WOOD BUCK 2S 5470` ...._...zi : HA A : H L 45 .250" FENESTRATION TESTING LABORATORY INC. $ ADME SIVE'" \ 8354--� MAX. REPORT p 4044 -VINYL SM WINDOW OX BEDDING 6202 (OPTIONAL) .. SHIM 52"x7S" HIGH - DESIGN LOAD . e 45 P.S.F. 3 COMPOUND —8805 WATER INFILTRATION . 11 P.S.F. s BS1t ,_8895 5470 , B 6189 -� _HEAVY REINFORCED 1 r< —CLEAR CLEAR ADHESIVE TWO 1/80 (0.1201) TEMPI G REDOING COMPO COMPOADHESIVEUND BEDDING COMPOUND REINFORCED MEET T+ eeaz WINDOW WIDTH'V 6" EQUAL�_- EQUAL 6" ^ A A, B 1. n y OJ / m H �E o Fa 0x / w QI J�+ X 4 Yl I- W =a p / I_ u O y" - 2O, O 00 ,QT� z m 30 LLLL N > V J4,0 Y (7 •� I � W Z @TYPICAL ELEVATION D A . r_ 5470 OEs" CLEAR ADHESIVE � WINDOW WOODSCRng$ (xWOOD Bucx) BEDDING COMPOUND .-6202 � 5470-,, -CLEAR ADHESIVE ..-8800 WIDTH HEIGHT OTY. OF POSITIVE NEO: BEDDING COMPOUND / (INCHES) (INCHES) SCREWS 25 ..............4._._......_...4'.r'..:0.............. 3 45.0 21 8882 5470 8354---. 8206 37-8�8 ...........__......_ ...................�..................,...., 18. • aC� .2SO" (OPTIONAL", \ 18-1/8 ....._...........................__....._...__....._....._...._............_...__ 49-S/8 5 45.0 17 :..._....... 6202 MAX. SHIM .....__6Z......._ 75 _.......6_ ........... 7 45.0 ......... 45.0 ......_17 16 -8800 ............ 2 ..........„.........3......__ --2x P.T. 37-3/8 ........_....__._ ................... 4 ....... ........�'.?.:.0........ 45.0 .........._....__........_.......... ......Is. 13, •• WOOD BUCK 25-1/2 49-5/8 5 45.0 12i 8206 8354-----. ........._....._........., __....................................................._..._ (OPTIONAL)%, 7 25 SHIM ... ._.._ ..................�..3...._..� 9' ... .. .:...:. . ° ' 36 49-5/8...._.. .5_. _............ .__..4S.o._........_.t0i 45;0 BS ”o 62 6 _.....--'- 450 8E ., e e • � °a a ........... 75 .............._ 7 ... _. ... 45.0 .... 82 3 45.0 7.. .. WEETINGPALS NOT SHOWN3/8.......__...4 ...................� :R.......,......_bc 52 49-5/85 ..__.._.........._..... . _._..._......_.............._......................_.. 45.0 S" @TYPICAL HEADER AND SILL SECTION @ALTERNATE HEADER AND SILL SECTION A AL h g B S :i� 62 ................:...6._......._ 75 7 ...... 45.0 ...._...zi : HA A : H L 45 MS AND VENT RAI APAC"-PSP RW TAPCOT) (139WOOD BUI ?,Ts�,?�F I POSITIVE 6 N 47861 aThomtonmTomasetfi Group Evaluation Report TTG PROJECT NO.: KK5493.00 DATE: September 9, 2005 PAGE: 1 of 3 FEC EVALUATION REPORT NO.: FL1909.2 - R1 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 mumffm •a a ® ®. This is an Evaluation Report issued by Thomton-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. y k, �4 '-g ; 2SUBSTANTIATI►VGSDATA� r ���� eFt��3,s� .:.raar0.'nP."��*.5.,,`+t �.",*x.,, �'`'�-'s, �✓'�°�„:=.u. 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. J H�Rlsi`T 1 ETI Cs'ROUP, INC i f 11 0. 41961 f .- - ; • Florida I. ftnsr.-N t,,;< 41961 Florida COA No.: 7519 330 North Andrews Avenue, Suite 450 u Ft. Lauderdale, FL 33301 m 954522.3690 m 954.522.3691 fax m www.TheTTGroup.com Offuas ,Noridw.dc 4 ThomtonvTomasettiGroup 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. 3IMPACTRESISTANGE t>.. .._...��..,...�.�». .:..t, This Single Hung Window not been tested for • 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. 05-493. 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. This Single Hung Window system is to be installed in accordance with the typical details, general notes, schedules and material specificatiot:s found in the referenced drawing. Thornton uTomasetti Group TTG PROJECT NO.: KK5493.00 DATE: A See Product Specific conditions and Bill of M. Evaluation Report September 9, 2005 PAGE: 3 of 3 on page 1 of 3, Drawing No. 05-493. WIRMIKUrenkm© o ® ® o • 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. Florida,Building Code 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 Compliance Method FL5187 New 2004 Approved 0 Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 (800) 746-6687 ext 4807 Chuck_Anderson@simonton.com Chuck Anderson Chuck_Anderson@simonton.com Chuck Anderson 1 Cochran Ave. Pennsboro, WV 26415 (800) 746-6687 chuck_anderson@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847)303-5664 webmaster@aamanet.org Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Florida.Building Code Online Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard ANSI/AAMA/NWWDA/101/I.S.2 Method 1 Option A 09/01/2005 09/26/2005 09/30/2005 10/11/2005 Page 2 c Summary of Products pL # Model, Number or Name IDescription 5187.1 06-05 06-05, Impressions 9400, Profinish Cont Profinish Master, Luminess 700, Lumine: Vinyl Sliding Patio Door. Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: 06-05 Vinyl Sliding patio door. 2 -lite 71x80 DP = +/- SGD-R35 2 -lite 71x80 DP = +/- SGD-R50 2 -lite 71x96 DP = +/- SGD-R35 3 -lite 107x80 DP = +/- SGD-R30 3 -lite 107x80 DP = +/- SGD-R45 2 -lite 77x84 DP = +/- SGD-R30 2- lite 95.25x79.5 DP = +/- SGD R35 Non -Impact, Not for use in HVHZ Certification Agency Certificate Installation Instructions PTID 5187 I F-R45-108X48.pdf PTLD 5187 I F-R50-108X48.pdf PTID 5187 I F-R50-48X96.pdf PTID 5187 I F-R50-60X96.pdf PTID 5187 I F-R55-48X108.pddf PTID 51871 gold AAMA door 95x80.p PTID 5187 I S-107R2.pdf PTLD 5187 I S-147-1.pdf PTID 5187 I S-148-1.pdf PTID 5187 I S-149-1.pdf PTID 5187 I S-150-1.pdf PTID 5187 I S-161-2.pdf PTID 5187 I S-183-2.pdf PTID 5187 I S-184-2.pdf PTID 5187 I S-185-2.pdf PTID 5187 I S-194-2.pdf PTID 5187 I SGD-R30-107X80.pdf PTID 5187 I SGD-R30-77X84.pdf PTID 5187 I SGD-R35-143X79.pdf PTID 5187 I SGD-R35-71x80.pdf PTID 5187 I SGD-R35-71X96.pdf- PTID 5187-1 SGD-R40=71X79:pdf.. PTID 5187 I SGD-R40-95X79.pdf PTID 5187 I SGD-R45-107X80.pdf PTID 5187 I SGD-R45-71X116.pdf PTID 5187 I SGD-R50-71X79.pdf PTID 5187 I SGD-R50-71X80.pdf Verified By: Florida Building Code Online T Page 3 c 5187.2 06-05 06-05, Impressions 9400, Profinish Coni Luminess 700, Vinyl Sliding Patio door v Picture window (transom) Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 06-05 Vinyl Sliding patio door with picture window (transom) 108x48 DP = +/- F - R45 Total Unit size 71x116 DP = SGD +/- R45 _ Non -Impact, not for use in HVHZ. 5187.3 06-05 06-05, Impressions 9400, Profinish Coni Luminess 700, Vinyl, Sliding glass door, windows (sidelite) Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 06-05 Vinyl sliding glass door, Picture window(sidelite) 48x96 DP = +/- F -R50 Non - Impact, not for use in HVHZ. 5187.4 07-07 07-07, Reflections 5500, Prism Platinum Generations, PL Ultimate, Impressions 9 HD @ Home Services 6100, THD @ Hoi Services 6500, Luminess 4500, Vinyl Slit glass door Picture window, (sidelite) Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 07-07, vinyl sliding glass door, Picture window (sidelite). 48x108 DP = +/- SGD-R55 Non -Impact, Not for use in HVHZ. 5187.5 07-07 07-07, Reflections 5500, Prism Platinum, Generations, PL Ultimate, Impressions 9; THD @ Home Services 6100, THD @ Hor Services 6500, Luminess 4500 Vinyl Slid Patio door. Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 07-07 Vinyl Sliding patio door. 2-11te 71x79 DP=+/- SGD-R40 2 -lite 71x79 DP=+/- SGD-R50 2 -lite 95x79 DP = +/- SGD-R40 4 -lite 143x79 DP=+/-SGD-R35 Non -Impact, Not for use in HVHZ. 5187.6 07-07 07-07, Reflections 5500, Prism Platinum, Generations, PL Ultimate, Impressions 91 Florida Building Code Online Page 4 o THD @ Home Services 6100, THD @ Hol Services 6500, Luminess 4500, Vinyl Sli, Patio door Picture window (transom). Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 07-07 Vinyl, Sliding patio door picture window (transom) 60x96 DP = +/- F -R50 108x48 DP = +/- F -R50 Non -impact, Not for use _ in HVHZ. Back I Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: o �4 nn iJOf�8i�j1 $�1Cg1`�dd Ve RiFV 11 MODEL DES(CueT10N_ r ^40 Simonton Windows Series 07-70 / 07-07 Vinyl Sliding Patio Door MASONRY LINTEL a MAXIMUM 0AMMI 1 NOMINAL SIZE., Singh up to 85' x 78' I N DEStCN PRESSURE RATIN : Anchors: Positive 50.0 PSF Negative 50.0 PSF3116, 4' x ' ,.:' 1' x 2' Dooro: Design Pressure Ratings vary See TAPCON TYPE .. • _ `'^'••. • .: FURRING Corresponding MMA Test Report or Dodo ANCHOR ,•.,'%::,' • ,; ; 1' x 8' NOA or Florida P.C. Evaluation. SWCONE pryer USABLE CONnGUR417ONS• OX, XO DRYWALL GENERAL DESCRIPTION•S1uCONE The head and side Pomba are extruded PVC CAULK The wall thickness through 1/4' MAX. which the anchor screw penetrates SHIM SPACE Is a minimum of 0.070' 94AC7K PDOORR HEAD JAMB 3' 1. 3- N r t H t B' e• B• 95' MAX. OVERALL WIDTH TII ISL-: '' I'x2' mN FURRINGDRYWALL C a} to DOOR � N � PANEL SILICONE CAULK C4 N IW(. p b SPACEEAD JAMB SIDE JMIB p O O C�1.25• MIN.°'oaaANCHOR ACMT DOOR2INACTIVE DOOR PANEL INACTIVE DOORPANEL PANEL O 2 THRESHOLD OAULK L.H SILICONE 5 LK CO CAULK SILICONE oo CAULK U U La a DO •i•'rtt •Y'••� � � d MASONRY FLOOR S y 4' x 3/16' V C TAPCON TYPE" Z 40 ANCHOR Q _z %a (D SILL �� N eUKa N0 NOTE• 1. this system hal been evaluated for use in locrotlons adhering to the Florida Building Coda rAN1s, we. and where pressure requirements, as determined by ASCE 7 Minimum Design Loods-for Bulldinga B13.eS9,9197 and Other Structures do not exceed the design pressure ratings listed herein. 2. For Installations where the sub -buck Is less than 1-1/2' (HBC section 1707.4.4 Anchorage Methods DAM 4/22/02 and sub—sections 1707.4.4.1 and 1707.4.4.2) Topton type concrete anchors must be used and the WALL-N.T.S. length must be such that a minimum 1-1/4' engagement of the Topcon into the masonry wait is obtokwd. 3. Wall dressing of frame and exterior we face by others. DWG. BY: TJH 4. All Interior and exterior perimeter surfaces of the door must be caulked, CHK. By` R.W. DRAWaNG NOT 3. See Manufacturer's Installation Instructions far additional hardware anchoring if required. 5-1GTR2 e. Adjust Topton anchor locations. 9 necaseory. la maintain a minimum 2.0' aleoronce from mortar Joints, anNn 1 0< t • e• r ^40 g4 ISL-: '' I'x2' mN FURRINGDRYWALL C a} to DOOR � N � PANEL SILICONE CAULK C4 N IW(. p b SPACEEAD JAMB SIDE JMIB p O O C�1.25• MIN.°'oaaANCHOR ACMT DOOR2INACTIVE DOOR PANEL INACTIVE DOORPANEL PANEL O 2 THRESHOLD OAULK L.H SILICONE 5 LK CO CAULK SILICONE oo CAULK U U La a DO •i•'rtt •Y'••� � � d MASONRY FLOOR S y 4' x 3/16' V C TAPCON TYPE" Z 40 ANCHOR Q _z %a (D SILL �� N eUKa N0 NOTE• 1. this system hal been evaluated for use in locrotlons adhering to the Florida Building Coda rAN1s, we. and where pressure requirements, as determined by ASCE 7 Minimum Design Loods-for Bulldinga B13.eS9,9197 and Other Structures do not exceed the design pressure ratings listed herein. 2. For Installations where the sub -buck Is less than 1-1/2' (HBC section 1707.4.4 Anchorage Methods DAM 4/22/02 and sub—sections 1707.4.4.1 and 1707.4.4.2) Topton type concrete anchors must be used and the WALL-N.T.S. length must be such that a minimum 1-1/4' engagement of the Topcon into the masonry wait is obtokwd. 3. Wall dressing of frame and exterior we face by others. DWG. BY: TJH 4. All Interior and exterior perimeter surfaces of the door must be caulked, CHK. By` R.W. DRAWaNG NOT 3. See Manufacturer's Installation Instructions far additional hardware anchoring if required. 5-1GTR2 e. Adjust Topton anchor locations. 9 necaseory. la maintain a minimum 2.0' aleoronce from mortar Joints, anNn 1 0< t • e• FAMILY OWNED BUSINESS LICENSE 110565 100% FINANCING BONDED • INSURED 407-644-4796 407-644-4813 FAX MID FLORIDA WINDOW & DOOR, INC. YOUR REPLACEMENT SPECIALIST fo% 1� cer 6f N�V)b al t 17K -I G r tli P.O. Box 521 189 • LONGWOOD, FL 32752-1189