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HomeMy WebLinkAbout126 Circle Hill Rdpermit #: 0-/ _ 1 Job A.ddress:.._-_____._ De-scription of WorIR. Historic District: C'ATV OF 5Aa*iFrtAl2TA,Pl&A>f/ IT A.iTPa..IC ATRCATN RECEIVED Plerivit Type., Building Rs ire Sprillider/A a.n-o _.. pool �.._._ _ I�irctrirai �Arr.,llaatica,i ,_•--._.___. Plult717in,, ...._.._.__ 1^ rJ'alet°tr1CA1: New Sa* vire - of AMPS -_.._ Addil:ioat!/+arcaas;iosa - ___._.. C I�%ange of Sea•rtice _ 'rempot'ary k��l�._ ___ _ lAliec 0.ltaAA.icail: Residential _-__ Npn Residential RZepincomeltt ...__._. New ^___..._.. {1}i,acs: I.,,a:Mar & �?gza�siyl Cala, P�eciuArrd) P111MI)RAIRI New fi'aApr merclW: # of fixtures �/ of �h/at<:r & Sownr Lines ...... # of Gas A.iatos P119AAXA1?ung/NArw Residential: ?t of Wator ---........ .-.--- TPIAARAAITRRAi; ���$lRA ^ �,24i(1FY11:IFll bl i"orY1MOTLiai Occupancy 1(g,�e; Resid�iv:iat _ IG CotnrtAelz ia.l ...__._..____. Iatrltasta'ia•i .--___--- Total Square FoOtAge: aC411strI10"01A TYPe. - # of atories: _._ of Awp11ia0.. 1.10.AIM ---F _ 1dDRM1, dAlli�: (MMA form reg"Irrd top ogh ar gphA?M .Ac) 1PAreal 1,t: // , /7 /i /t /t - //1 /Z/h CAbVnarg iidsAAAAR R Address: -1J-�i/YI/LO , ( ;/. /�/L " Contractor Name & Address_ Pltnne ,Rr. F>#x: Rotading Company: Adtlrt�gs; Martgpge Lender: A ddrea9; AraliRtp,al-Engineer: Address: Contact Person: caner- Rfat:e R. cAatse aAnAbAr: i $ Fact: A.Aplicatlott is horrby nt.adr. ro ohta.in A pet'rrait: zo rjo rltc a,at'k. aatr,1 ittstaUAtionn a; Inriirararl, i corlify I:ltkrt no w�r1r. or iatat;al4atinn lsas coanntanced �prior to rlae.. issuarAcra raf A peam.il: quad r.YaAt; all work wi11 be perfataeaerl t:c� rncmt standa:t Is of all l.awa r q,,datitca rtif y tn. t no in tlAls,ja,trinrl.R�c�fiI .utrdrnstand d ase crate {seranit; nND he sceured for I L.t?C I'R1CAI.. WOR K, PL.i.JNIi3'tNC�, S.i.C3NS, WELLS, POOLS, FbMI1Af_''I?S, 13Ca1I.f;O,S', J4E1ATRR,$, TANKS, and � ATIt CONT)ITIONT3RS, c�t:c, MWRSI5.A�AyjT.: I certify that all of t1tr. foregoing infoa;ttttrfon is acCtmgtrand t:lta.t All wvarlt will Ur d4tAe in ao aoMstrtaction And zoning. WARNINC3 TO OWNRR: YOUR FAILURE TO R2V,10P,f.) A NOTF(M Or �C?JMl�Ilah1C} ludR�N7' ttQAY R`+� TWICE FOR. IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FIN, IN(;4, MPNCEM NT M YOUR Apktl'lIN V laws rEgulAtin11 ATT012NEY)3EPORF RTCOR.DTN[l yo UR Uf0'i ICt'. OF C,.t7n (MT?T;I( FbM13NT.� T' VOU PA'INO I� T ANDER OR. AN N-QTJ.Ck: in addition to the reril.rirnanrllts of this permit, riterr tttA. hn P p Y tlAis oonatiy, anti there may Ur.. gr.Idit:ionAl permits regtdrerl irOno other dnvPnImAntal eati:Nlics ;atrr..h an waker ntAata,{Ic�aaLnrlk digtrlafl RI'ate ulld ID t e P�.daral a ,rand Y q. C itionril resirbuionv AISI)iicahla ::p L'lti9 ref prb, AIAF�i: a$A 1>� QllUlaf� in t�C l�ublac rCC4rdl9 of A,ncalsrapcc of perattit is verifiralion that 1 Wali I'M rfy tic owner of'bn ln•oxrt of the rr. r B71::1. � L)ntc Sign #trete of Conte tOP/Agent__-- te Print %,'.4tltD'aC1:Ur/A�gent'9' Kfl(#�n�CUC-M�_ SiT ngttnr of Nntrary8tate of Florida--" - UI 1�YY�.r �S b �i T: nen Si nA Iwo of Nom pt to of T� foneln rY Date Owner/ \ ar:.nt ig _ Personally Known to Me or ._._ Prochtr..rd f D A.PPLICA'rloN APPR01iii1) 13Y: BId�: ® • — /_ogitIR. (initial pate) Special Conclitions: ContrAr..ror/A�rnt is _"-�Argona.ily Known to pqa pr (lnitlal ,t 1)atr) '"__ LJailifies: ____ (Iatttial �r Date) (initiAl i-5 ae) �p all It k4\. M m 0 d O an CD Nc`ti\O v.Avs From: Michelle Snyder To: Dan Decker Date: 4114/2007 Time: 1:10:10 PM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total -$2,147.65 ETA -04/27 Sanford ' FR-fbgl 407-302-6663 0264 http://www.scpafl.org/web/re_web.seminole_county title ?PARCEL=04203051400000... 4/14/2007 Davin JOHrlsoH. CFA, ASA PROPERTY APPRAISER : E 50MINOLE COUNTY. FL. ....... . 4 kk i:. •; 1 10111 E. FIRST ST CIRCLE MLL RO y.;. +SANFOR0,FL3W7f4468 4C7-665-7506 . l7 `� 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 04-20-30-514-0000-0140 Number of Buildings: 1 Owner: D'AMICO JOSEPH D & WENDY L Depreciated Bldg Value: $158,784 Mailing Address: 126 CIRCLE HILL RD Depreciated EXFT Value: $1,695 City, State,ZipCode: SANFORD FL 32773 Land Value (Market): $45,000 Property Address: 126 CIRCLE HILL RD SANFORD 32773 Land Value Ag: $0 Subdivision Name: MAYFAIR CLUB PH 2 Just/Market Value: $205,479 Tax District: S1-SANFORD Assessed Value (SOH): $105,449 Exemptions: 00 -HOMESTEAD (2000) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $80,449 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $3,232 Deed Date Book Page Amount Vac/imp Qualified 2006 Tax Bill Amount: $1,533 WARRANTY DEED 08/1999 03711 1186 $104,200 Improved No Save Our Homes (SOH) Savings: $1,699 2006 Taxable Value: $77,877 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... -� Method Units Price Value LOT 14 MAYFAIR CLUB PH 2 PB 54 PGS 84 LOT 0 0 1.000 45,000.00 $45,000 & 85 BUILDING INFORMATION Bid e Ext Wall Bid Value Year Base Gross Living Est. Cost Bid Type Fixtures Num Bit SF SF SF New 1 SINGLE 1999 7 1,617 2,053 1,617 CB/STUCCO $158,784 $164,543 FAMILY FINISH Appendage / Scift GARAGE FINISHED/ 415 Appendage ! Scift OPEN PORCH FINISHED/ 21 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 ALUM SCREEN PORCH W/CONC FL 2000 260 $1,695 $2,210 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. '— If you recent!y purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/web/re_web.seminole_county title ?PARCEL=04203051400000... 4/14/2007 LIMITED POWER OF ATTORNEY I her name and appoint: ` D k,j —Printed Name of Appointee _ /)1.19 41ee ( /ILL, , l L_/ Company Name of Appointee to be my lawful attorney -In -fact to act for me in applying to 6,1161 Government Commercial/Residentlal Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do all things necessary to this appointment: —— Section a� 0 Township 0 —Range Subdivision �l(0 Block )/ qQ— Lot /An iC0 Address of Property '.1 Owner Address - oerbW controotor @Wslure Date: 6 6 Certified Conhactor��hi'�i— prutted name — Contractor License State of `, ) County of )) me or who has produced Notary RMC Pogo Comniesicn GPM$ FOfilutpotwrd 0b—PO4MV& BRYANT K. ROBINSON I MY COMMISSION # DD 269995 =b' EXPIRES; November 25, 2007 P, ,„; Bonded Thr, Notary public Underwriters Code violations found during inspection OFFICE are required to be corrected. D'Am1C0 Residence Plan/permit issuance does not grant approval of a code violation. 2004 126 Circle Hill Road FBC109.1 -.00) Sanford, FL 32773 Opening will meet 35 PSF +/- requirement Replace front entry door unit. 4 Florida Building Code Online O Page 1 of 5 Submit Surcharge Stats & Facts Publications ; FBC Staff j B Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License FL4389-R1 Revision 2004 Approved Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 (253) 875-7300 rickw@rwbidgconsultants.com Andrew Na rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Regi€ Licensed Florida Professional Engineer F Evaluation Report - Hardcopy RecE Wendell W. Haney PE- 54158 http://www.floridabuildinfz.oria/Dr/nr anti dtl.asnx?naram=wCTF.VXOwtT)n-,YvnclM;VTR,%, �i�4i�nm . Florida Building Code Online Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method r Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 5 National Accreditation and Managemei L.F. Schmidt, P.E. Standard Accepted Engineering Practice ASTM E1300 ASTM E330 Method 2 -Option B 08/05/2005 08/05/2005 08/15/2005 08/24/2005 Summary of Products FL # Model, Number or Name:::]Description 4389.1 ]�Fiberglass Single "non -Impact" Glazed Door up to a 3'0 x 6'8 Single Glazed Fiberglass Door - I Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50.0 PSF (see 4389.1 EVAL for any additional size and use limitations). Installation Instruction Verified By: Evaluation Reports PTID 4389 R1 T 4389.: PTID 4389R.1 T 4389.: PTID 4389 R1 T 4389.. PTID 4389 R1 T 4389.: PTID 4389 R1 T 4389.: PTID 4389 Rl T 4389.; PTID 4389 R1 T 4389. PTID 4389 R1 T 4389. PTID 4389 R14389.' _T PTID 4389 R1_T 4389.' PTID 4389 R1 T 4389.( PTID 438_9 R1 T 4389.E PTID 4_389 R1_T_4389.: PTID 4389 R1 T 4389.: 11ttn•//Axnxnx7 flnriAah11;111;11 -/, /,•.,• ....,. A+1 Florida Building Code Online Page 3 of 5 4389.2 b. Single "non -Impact" up to a 3'0 x 6'8 Single w Fiberglass Glazed Door with or OX) - "non -Impact" GIz Sidelite Inswing or Outswing j Limits of Use (See Other) Installation Instruction I Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When used in wind borne debris regions this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 55.0 PSF and Negative 55.0 PSF (see 4389.2 EVAL for any additional size and use limitations). 4389.3 c. Single "non -Impact" up to a 3'0 x 68 Single w Fibacglass Glazed Door with (OXO) - "non -Impact" Gla Sidelites Inswing or Outswing Limits of Use (See Other) Approved for use in HVHZ: Installation Instruction Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: f Design Pressure: +/- Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and I Negative 50.0 PSF (see 4689.3 EVAL for any additional size and use limitations). 4389.4 d. Double "non -Impact" —11 up to a 6'0 x 6'8 Double i Fiberglass Glazed Door Glazed Fiberglass Door - I Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: This product meets the. requirements for the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and I Negative 50.0 PSF (see 4389.4 EVAL for any additional size and use limitations). http://www.floridabuildin�.ora/Dr/-Dr. am) dtl.asnx?naram=w(TFVXOwtT)nsXvnaTMiVTRv 1000007 Florida Building Code Online Page 4of5 http://www.floridabuilding.org/pr/pr app dtl.aspx?Daram=wGEVXOwtT)ngXvnuTMiVtu-,, 2i�oi�nn� 4389.5 e. Double "non -Impact" up to a 6'0 x 6'8 Double v Fiberglass Glazed Door with (OXXO) - "non -Impact" G Sidelites Inswing or Outswing Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- i I Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50.0 PSF (see 4389.5 EVAL for any additional size and use limitations). 4389.6 f. Single "non -Impact" up to a 3'0 x 6'8 Single w i Fiberglass Glazed Door with - "non -Impact" Glazed Fit Sidelite and Continuous a Continuous Head and Si I Head and Sill Outswing Limits -of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: i Approved for use outside HVHZ: Evaluation Reports I Impact Resistant: Design Pressure: +/- Other: This product meets the requirements for ' the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50.0 PSF (see 4389.6 EVAL for any additional size and use limitations). 4389.7 g. Single "non -Impact" up to a 3'0 x 6'8 Single w Fiberglass Glazed Door with "non -Impact" Glazed Fibe Sidelites and Continuous Continuous Head and Sill Head and Sill j Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. Maximum Design http://www.floridabuilding.org/pr/pr app dtl.aspx?Daram=wGEVXOwtT)ngXvnuTMiVtu-,, 2i�oi�nn� Florida Building Code Online Page 5 of 5 Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Discl, Product Approval Accepts: rAMMM Ireck r Y®riSiq n 5ornred YE RIFY► httn-//www flnririnh»;iri;nrT nrn/,„ /,,, a+t R W R W wilding Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vahico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FS 4389.3 Date: April 16, 2005 Product Category: Exterior Doors Product sub -category: Swinging Product Name: Fiberglass Glazed "Non -Impact" Door Single with Boxed Sidelites — In -swing or Out -swing Manufacturer: Trinity Glass International 4621 192 Street East Tacoma, WA 98446 Phone: 253.875.7300 Fax: 253.875.7301 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Trinity Glass International based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2001 Edition) and where pressure requirements, as determined by Chapter 16 of The Florida Building Code, do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF (See Limitations for size restrictions) See Drawing No.: FL 490 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. r 4 �K Wendell W. Haney, P. . FL No. 54158 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\ 041\Eval 4389.3.doc Sheet 1 of 3 Limitations 1. The Trinity Glass International Glazed Fiberglass "Non -Impact" In -swing or Out -swing Door with Boxed Sidelites has been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in wind-borne debris regions, this product is required to be protected with an impact resistant covering that complies with Section 1606.1.4 of The Florida Building Code. 3. Size Limitations: Configurations MAX. Frame Width MAX. Frame Heieht Single with Boxed Sidelites OXO 68.5" 81.625" 4. The Design Pressure Ratings (PSF) for the Single with Boxed Sidelites unit is as follows: Wendell W. aney, FL No. 54158 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\pf741\Eva14389.3.doc Sheet 2 of 3 ASTM ASTM O.A. Door Sidelite E1300-94 E1300-02 Swing Frame Glass Type Dimensions DaO lig Open ng Daylight t g POS. NEG. POS. NEG. 68.50" 21.00" 5.84" 1/8" Tempered In -Swing x x X Air +50.0 -50.0 +50.0 -50.0 81.625" 63.00" 63.00" 1/8" Tempered 68.50" 21.00" 5.84" 1/8" Tempered Out -Swing x X X Air +50.0 -50.0 +50.0 -50.0 80.50" 63.00" 63.00" 1/8" Tempered Wendell W. aney, FL No. 54158 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\pf741\Eva14389.3.doc Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL 490 titled 3'0 x 6'8 Glazed Fiberglass "Impact" Door with Boxed Sidelites In -swing / Out -swing prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813) signed and sealed by Wendell W..Haney, P.E. B Tests Performed Testing per ASTM E283-91 and ASTM E330-84, as performed by Testing Evaluation Laboratories Inc. and reported in test report number 05-0411-1, dated April 16, 2005 and signed by Wendell W. Haney, P.E. 2. Testing per ASTM E283-91 and ASTM E330-84 as performed by Testing Evaluation Laboratories Inc. and reported in test report number 05-0411-6, dated April 16, 2005 and signed by Wendell W. Haney, P.E. 3. Testing per ASTM E547-00 as performed by Testing Evaluation Laboratories Inc. and reported in test report number 05-0411-5, dated April 16, 2005 and signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by testing performed by Testing Evaluation Laboratories, Inc. and reported in test report number 05-0411-6. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass Load Resistance Report ASTM El 300-94 and ASTM El 300-02 prepared by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, Inc. certifying that Trinity Glass International is manufacturing products within a quality assurance program. Wendell W.ey,0 FL No. 54158 April 16, 2005 \\Rwbcsry\mbc\proj 650 - 800\pf741\Eva14389.3.doc Sheet 3 of 3 �� a • � 6ia4li'lY I N T E R N -A T`I O N A L 4621 192nd STREET EAST TACOMA, WA 98446 TEL: 253-875-7300 FAX: 253-875-7301 3'0 X 6'8 FULL LITE FIBERGLASS DOOR WITH BOXED SIDELITES INSWING / OUTS WING "NON -IMPACT" GENERAL NOTES 1, THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY HURRICANE ZONE". 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN AREAS REQUIRING WIND-BORNE DEBRIS PROTECTION THIS PRODUCT 1S REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1606.1.4 OF THE FLORIDA BUILDING CODE. 4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 5. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO FURTHER ENGINEERING ANALYSIS. TABLE OF CONTENTS 1 TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTES V RTI HUNIZ 3 BUCK & FRAME ANCHORING 4 5 BILL OF MATERAL, COMPONENTS & GLAZING DETAIL 71.0. O -A. W/ BRICK MOLD _ 68.5" MAX. OVERALL FRAME WIDTH 37.5" MAX. OVERALL 15.5' O.A. FRAME WIDTH FRAME WIDTH 35.75` MAX. 13.875" O.A. PANEL WIDTH -� PANEL WIDTH 21.0" MAX. D.L.O. U W i o .1 rj W = O O O Q O c' � N N °p m / 5.84" MAX. D.L.O. SINGLE FULL LITE DOOR W/SIDELRE (BOXED) VIEWED FROM EXTERIOR DESIGN PRESSURE RATINGS SINGIFS (PSF) uvj Eo'V 0 �8mb5 >hy LL 5 i z 3 qaa 8s 9 l� C Y u N.T.S. BY: EW BY. WH ro NO.: FL -490 1 OF 5 OVERALL DOOR OVERALL SIDEUTE ASTM E1300-94 ASTM E1300-02 FRAME DAY LIGHT DAY UGHT GLASS POSITIVE NEGATIVE POSITIVE NEGATIVE DIMENSION DIMENSION DIMENSION TYPE INSWING 68.50" x 81.625- 21.00' x 63.00" 5.84' x 63.00" 1/8" TEMPERED AIR 1/8" TEMPERED +50.0 -50.0 +50.0 -50.0 OUTSWING 68.50" x 80.50" 21.00' x 63.00" +50.0 -50.0 +50.0 -50.0 uvj Eo'V 0 �8mb5 >hy LL 5 i z 3 qaa 8s 9 l� C Y u N.T.S. BY: EW BY. WH ro NO.: FL -490 1 OF 5 NO 1. DEAD BOLT LOCATED ® 40.375" FROM TOP OF DOOR PANEL. 2. LOCK SET LOCATED ® 45.875" FROM TOP OF DOOR PANEL. 3. HINGES (3) LOCATED ® 6.5" FROM TOP OF DOOR PANEL AND MAX 31.0" ON CENTER. 2" MIN. FROM 2" MIN. FROM MASONRY EDGE 32 MASONRY EDGE�— 00 z EXTERIOR 31-: ` 32 31 Piz i� y � a �' 28 e. Pizu 8 29 30 29 28 30 t a € = z F o 27 27 Z 1 33W i m aop 37 I 7 y Pk a 4 12 h S\�atn` o EXTERIO INTERIOR 8 VERTICAL CROSS SECTION - SIDELITE 3 ;? 2 ® SILL W/OUTSWING THRESHOLD 34 j Z Z 35 OG oc ,D6 35 _ ti EXTERIOR INTERIOR w 36 34 m On, ~00 _ '331RINTERIOR 10 1� o'o ¢ 10 ° z o 8 ; g 1 o ra 12 33 33 z aNh I 5 40 42 g 60 33 ji 5 �� —1 29 31 1 W ay ¢O .. / 29 /11 VERTICAL CROSS SECTION - DOOR \2 J ® SILL W/OUTSWING THRESHOLD r3'\ 3 \ VERTICAL CROSS SECTION 2 SIDELITE INSWING CONFIG. 68.5" MAX. OVERALL FRAME WIDTH INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 2 INSWING CONFIGURATION SEE )TE 3 VERTICAL CROSS SECTION 2 DOOR INSWING CONFIG. 1-1/4" MIN. EMB. (TYP.) .25" MAX. N.T.S. BY: EW Ery.. WWH NO NO.: FL -490 2 of 5 2X BUCK MASONRY OPENING 2X BUCK TO MASONRY FOR SINGLE DOOR ANCHORING NOTES; 1. ADJUST TAPCON LOCATIONS, IF NECESSARY, TO MAINTAIN A MINIMUM 2.0" CLEARANCE FROM MORTAR JOINTS. TYPE. HEAD & JAMBS 5.125" 2.5" 4--12.5" /\ io DOOR FRAME rTyp33SILL ff rr 5" J�, •d DOOR FRAME TO BUCK ANCHORING FOR DOOR FRAME ANCHORING SIDELITE FRAME W 'az N.T.S. er EW BY: WH MG NO.; FL -490 3 OF 5 O7 BRICK MOLD 2X BUCK ti w U DOOR FRAME N � MASONRY OPENING TYPE. HEAD & JAMBS 5.125" 2.5" 4--12.5" /\ io DOOR FRAME rTyp33SILL ff rr 5" J�, •d DOOR FRAME TO BUCK ANCHORING FOR DOOR FRAME ANCHORING SIDELITE FRAME W 'az N.T.S. er EW BY: WH MG NO.; FL -490 3 OF 5 -j 1.220" r 1.562" I 2.0" �` 1.56z" 2.010' —{ M N I I N c I I� W) 10 O M ^ M °? N O T T �j — T— I 37 OUTSWING SIDELITE SPACER MATERIAL: PVC TOP LHINGE STILE O MATERIAL: PVC COMPOSITE 13 MATERIAL:LVL (POPLAR)) O MATERIAL: PVC COMPOSITE O MATERIAL: FJ PINE (OPTIONAL) 2.01" --{ - { 1.983 �0 O M 0.187" 0.307" 1.907" { 0.103' 1--{ 0.103" 3.983" Q --j ' T� Q 42 MATLITEERIAL: SPACER I ATERAL: PVC N i0 N N O t0 to � O N u� N OO d' .75' I 1.562" 0 T-- L—o I 7 L 16 LOCK STILE EDGE 14 15 HINGE STILE EDGE LOCK STILE SUPPORTER 18 HINGE N to MATERL4L: PVC COMPOSITE MATERIAL: PVC COMPOSITE MATERIAL: LVL (POPLAR) MATERIAL: STEEL 'n N 04 co I39 SIDEUTE STILE SIDEUTE RAIL m —1 3.5" MATERIAL: LVL (POPLAR) O MATERIAL: LVL (POPLAR) 2.450" F--� = O M 4.560" 1.220" 4.560" 11 Ll1.678" 2.435" ---{ io n 0 Lo LOCK BLOCK JAMB GUARD DOOR SWEEP Q Q Q O O 17 MATERIAL: LVL (POPLAR) 20 MATERIAL- .040" THK. O MATERIAL: PVC GALV. STEEL 19 O SILL KEY 5. MATERIAL: PC/ASA SCALE: N.T.S owc. or. EW CHK. ay.. FL -490 4 or_ ITEM DESCRIPTION MATERIAL 1 FIBERGLASS SKIN 0.079" MIN. THICKNESS FIBERGLASS 2 LATCH JAMB FINGER—JOINT PINE WOOD 3 HINGE JAMB — FINGER—JOINT PINE WOOD 4 HEAD JAMB FINGER—JOINT PINE WOOD 5 IN—SWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM 6 DOOR BOTTOM SWEEP PVC 7 BRICK MOLD FTNGER--LOINT PINE (OPTIONAL) WOOD 8 OUTSWING THRESHOLD AL. / COMP. 9 COMPOSITE BOTTOM RAIL PVC iD DOOR PANEL CORE FOAMED IN PLACE 2.5 LBS. / cu.R. DENSITY POLYURETHANE 11 COMPOSITE TOP RAIL PVC 12 WEATHERSTRIP OEBD650 0—LON FOAM 13 LVL HINGE STILE LVL POPLAR POPLAR 14 PVC, COMPOSITE HINGE STILE EDGE PVC 15 LVL LATCH STILE LVL POPLAR POPLAR 16 PVC. COMPOSITE LATCH STILE EDGE PVC 17 LVL LOCK BLOCK POPLAR 18 3.983" X 4.0" HINGE MIN 0.095" THICK STEEL 19 SILL KEY PC / ASA 20 JAMB GUARD 0.040" MIN. THICKNESS GALVANIZED STEEL STEEL 21 KWIKSET LATCH GRADE It STEEL 22 KWIKSET DEADBOLT GRADE II STEEL 23 STRIKE PLATE STEEL 24 HINGE TO DOOR SCREW 19 X 1.0" PFHWS (4 REQUIRED EACH HINGE) STEEL 25 HINGE TO BUCK SCREW 110 X 2.0 PFHWS (1 REQUIRED EACH HINGE) STEEL 26 STRIKE PLATE. SCREW 18 X 2.0' PFHWS (2 REQUIRED EACH STRIKE PLATE) STEEL 27 JAMB TD BUCK SCREW 18 X 2.5" PFH SMS STEEL 28 12X BUCK WOOD 29 SEALANT _ 30 MAX. 1/4' SHIM WOOD 37 IMASONRY CONCRETE 32 3/16' x 2-3/4' TAPCON STEEL 33 3/16' x 2-1/4' TAPCON STEEL 34 LITE FRAME SCREW 18 X 1-1/2" SELF THREADING STEEL 35 LITE FRAME ABS 36 1' INSULATED GLASS - 1/8" TEMPERED - AIR - 1/8" TEMPERED GLASS 37 OUTSWING SIDEUTE SPACER PVC 38 BEAD WOOD 39 LVL SIDEIITE STILE WOOD 40 LVL SIDEUTE RAIL WOOD 41 HINGE TO JAMB SCREW /9 X 5/8" PFHWS (3 REQUIRED EACH MING) STEEL 42 SIDELITE SPACER (INSWING) PVC 43 19 x 2-1/4' PFH WOOD SCREW STEEL 44 18 x 1' WOOD SCREW STEEL 4.563" -{ cT 10 I O 2 3 4 ` SIDE k HEAD JAMBS MATERIAL- FJ PINE — 5.625" r'1 O —r IN -SWING THRESHOLD 5 MATERIAL: ALUM. W/COMPOSITE SUBSTRATE — 4.563" O OOUT—SWING THRESHOLD MATERIAL: ALUM. W/COMPOSITE SUBSTRATE SCREW PLUG LITE FRAME, SELF—THREADING SCREW INTERIOR �250" THICK SWIGGLE (TRUSEAL) — TEMPERED GLASS .125" THICK HOT MELT ADHESIVE J LITE FRAME, 5" EXTERIOR GLASS BITE r r1Q �O � 1 '- TEMPERED GLASS .125" THICK HOT MELT GLAZING COMPOUND 36) GLAZING DETAIL 1' INSULATED GLASS scv E� ttwc. ft. EW c1+x. BY: WWH FL -490 5 of