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Home My WebLink About136 Sand Pine Cir (2)MY OF SANFORD PERMAT APPEACATAON Permit #: Date: Job Address: DeScriptiOn of Work, Histnriie . . . ....... Zoning: vahm of Work: $--15-11CQ Perinit. Type: Ruild itig Elertrical Mechanical Fire Sprinkler/Alarm Pool ElectricAl: New Spi-vjce - t, of AMPS 11 "- of 9 -npol'ary Pole Mechanical: Resitinntial Non -Residential RepincGrnent c)j, 4, - , . ...... Tet ------- New (Duel: Layout & E'qjergry Cale, Rquired) Nem, Cornmerriap: # of Pi r -'r & SewerVarv.,R # of Lines- of Gas Uneq Plumbing/New ResldenfW: # of Wnr.eq c)osets ftimbing Repair - Raqidentia'i or cornmervial 0cNJP3nCY')PyPeResidential Co111me-ci,.1 TotAl Square FoOtAge: l1Coustruedon Type: of Stoyies; of Dwelling UAjjts-: Flood it (REMA form reql1fred fair RrrRpz W gpAAjm 0 2- 2-0 -51 C) ^ bq C) 0 o-i5 Q RM 11 1 -011 ripton) galj. e8e Owners NameyamPhone: 0 Contractor RAWrte 4t Addi 4 t SIVA Ucenge Number: 42,,— coutno: Person: Bonftg Company 0! 30 AdAross Mortgage Lender; Address: Architeet/ Engineer: Phone: Address; Fax: Application is hareby made to , obra.iv R permit to do the Work. and ffiqn1lAtions as indicated. I nardfy that , no j issuance Ofapormhandthatallwork %vill he performed to roeal; Stondnd wor"t or inqtAll,"tinn has commenced prior to the of ",IIIlawsrags' Construction in this permit MusthesvouredforELECTRICALWORP,, PUJVMJN(j, Sy, I andersmnd that 3. q0pftraj:p AIR. CONDITTONEPS,atc. N WELLS, P001`9, F'-UaNACPS, BOMEMS, FIEATFIR,S, TANKS, and 0 US M WMA FIDAYJI: I certs, that all of the foregoing information is accurate. and that all work will be doija ita camPli4nofl with all appliz-able laws reg"laiinR construction andzoning. WARNMG TO OWNER: YOUR FAIL URE TO RECORD A NOME OF COMMENCEMENTMAY RESUI.T IN yoUp. pAylj jo' TWTCP- FOR IMPROV , EMENTS TO YOUR PROPPRTY. 1p y- ATTORNFY T3F.FORE RECOp.j)jTq(4 YOUR NIOTICR OF C())OIJ INTRND TO OBTAIN FINANCIN(i, C' CONSUL; I` YOUR UNDER OR AN PMEN1 . NaILQE: Inaddition to !hr requirements Of this P01-Mit, there. may I)c nddifional res,Tio this comity, tjongAndtherc mayb(,,. additional permits requircej frOn' OffICIF govemitinntal entities s Acceptance orpermit is verifiralio Y,15at t -" uafiil notifythe ow"eOf t')a M'07)"I'tY Of tho rel9ijin Signature of c"t, Dt,) te Si Print Owner/ Agent's Name Sif,'110W- of Notary -Stare Of Florida Arilre able to this property that may 110 fh"Ild in the public., records of wAtct Mana,90MOM, districts, sfnte, agencies, Or federal agencies. Owner/Agent. is Personally Known to M, or PrOdlAced In Contractor/ uccel M_ A.PPLICATION A. PPROVED BY Bldg Prod Initial „'r Date) Special Conditions: rated 4.,.NSON Date W COMO # DD 28M22 ES: Ma 23,2008 or FD: Date) From: Michelle Snyder To: Dan Decker Date: 11/10/2006 Time: 8:33:42 PM Page 1 of 2 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total:$757.96 Stock Sanford FR-fbgl 407-230-9788 0264 y DAWW .16&FI M. CFA. ASA A,";"< p1 STY:' 6NfFLi;S QUhiTYhL 9 r1k: W L 101 E. nWiT ST SANFMD,FL3277i•I468 r "t '* •" f := : tt. P •. 407-WM-7506 X 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 02-20-30-510-0000-0750 Number of Buildings: 1 Owner: THOMAS JACQUELINE D Depreciated Bldg Value: $107,101 Mailing Address: 136 SAND PINE CIR Depreciated EXFT Value: $0 City, State,ZipCode: SANFORD FL 32773 Land Value (Market): $22,000 Property Address: 136 SAND PINE CIR SANFORD 32773 Land Value Ag: $0 Subdivision Name: HIDDEN LAKE VILLAS PH 2 Just/Market Value: $129,101 Tax District: S1-SANFORD Assessed Value (SOH): $129,101 Exemptions: Exempt Value: $0 Dor: 0103-TOWNHOME Taxable Value: $129,101 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2006 VALUE SUMMARY WARRANTY DEED 10/2006 06453 0059 $140,800 Improved Yes WARRANTY DEED 07/2005 05851 0525 $133,500 Improved Yes 2006 Tax Bill Amount: $2,553 WARRANTY DEED 06/1988 01973 0840 $62,200 Improved Yes 2006 Taxable Value: $129,689 WARRANTY DEED 08/1985 01661 1197 $55,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 01/1984 01518 1617 $53,400 Improved Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LEG LOT 75 HIDDEN LAKE VILLAS PH 2 PB LOT 0 0 1.000 22,000.00 $22,000 27 PGS 1 & 2 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 1984 6 1,120 1,558 1,120 CB/STUCCO $107,101 $117,693 FAMILY FINISH Appendage ! Sgft OPEN PORCH FINISHED / 12 Appendage ! Sgft GARAGE FINISHED / 426 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value. http://www.sepafl. org/web/re_web.seminole_county_title?parcel=0220305100000075... 11/10/2006 LO 19 DOOR SITE INSPECTIpN FORMCD Li0 a a_ zW Qv 0 Cr I` u viD mm vr` m v N CVN tDm mV m m C PANY NAME & INSTALLER DATE OF MEASURE ST # CUSTOMER NAME L M; N OF DOOR BEING MEASURED I tKenn- I STORE PAX # 1 -- -L 1 MEASURE PO $ 6 3` 7- qfo PRODUC T (INSTALL ORDER ;# f WILL CUSTOMER SELECTION FIT? (PRow)Eooftv vrsfsl esrlaysl COMMENTISUGGESTION: IING UONDITIONS OPJch]IIN9 DOOR UNIY DUA6NSIOH EXTMOR LOCK PREP HANDING CODE 8El JAMB 81DELIG14T 00Nt}IT10NS SLAB DOORS ONLY 1 I17TH X KaGm WIDTH X HEIcliT Type: Type; a4fe Handing Code: r Type: Size Thickness;_ IN INCHES) (IN INCHES( Sackset: OR 1. Wood: #; Lock Bore Ctrs; y x j x Q fs f8 Type: Size: Location: Corner -to -Corder TYP l U Swing Direction: Q L Measuremertc (inchesy: Direction: \ I1€ Top L-M.R: E To R-Both: AiTIONAL MATERIALS REQUIRED DIHANDWRITTENNOTESONLY) PR DUCT TYPES: BRICK MOULD, CASING, LoCKSFT, DOOR STOP, HINGES, SWEEP, THRESHOLD, (VIEWED FROM EXTERIOR, SHow HINGE AND BORE LoCA-nom, SIDE LIGHTS, OPENJNGW _ THER STRIP, STOP MOLDINGPEDIMENT/PILASTER. LUMBER DWENSiONS QTY StCUWDESQ ft QTY SKU DESCRIPTION < a I yh r,,,f « l l n felt 4 rsafC L r aa P " c' v o l I PERMIT FEE IS Py PROFESSIONAL SERVICES (,00Oa IMP UT AS A T R I P CHARGE ) INSTALLATION PRICENG N ALLATION OPTIONS (119 CNECKALL THAT APPLY) CUS€Obt LABOR DESCRIPTION ELIVERY HAUL - AWAY SIDELIGHT NOT PART OF DDOR UNIT)/Q TRAHS4}ANOTPARTOFDOORUNl +f o Li/, RE -INSTALL EXISTING STORM 1 S&WRrTY DOOR -3 1 0 y4 fu j/ INSTAL$TCJRORTHRESHOLDEXTENSION &d 6"')w An rnrwei n e c— rn—. r............ Lod r% 03r a*W3 CusTiom LABOR (RETAILI l s C) Kom: ne w reycr to th6 instelittion aificia ansi customer ag e-tmm( for uplicability ww limitations of Otis mci-.m meats HAI Co t LIMITED POWER OF ATTORNEY I hereby name and appoint: Printed Name of Appointee c- VJ At Company Name of Appointee to be my lawful attomey4n-fact to act for me in applying to 5 % & Goverment Commercial(Residential PerniBing for a permit enabling wolk to be performed at the location below described and to sign .my name and do all things necessary to this appointmed: 07,_— Section 2-0 Township 20 _ Range Subdivision 000 O Block o-1 Lot Project Address Q_. J1rriC.,O Owner of Property Q SSC..M.CSZ PL_Q L- _Owner Address 3 a-- 3 Signed: T./il t .r,. auffiod oorrdrtobor eipa n Date: Q C Certified Contractor 1±1 it / r Ai la r_ _ p mw BMW Contractor L icense m- CBG /ZSOS/f rL_ o i swom to .ub.cib.d t»for. ` dw of 6 6 dybrown b rm or who bw poduood ,A:- FOr*" W d roWlOpSOtAOv fib BRYANT K. ROBINSON MY COMMISSION tl EXPIRES: Novemberr 25, 2oo7 20WOWM Thru Noury POW Undenwftm J. Thomas Residence 136 Sand Pine Cir. Sanford, FL 32773 Opening will meet 35 PSF +/- requirement _ -- Replace front entry door unit. J 4 rida Building Code Online http://www.floridabuilding.org/pr/pr_app_ati.aspx!param—wv"o v.nv. i. BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts' Pubiicationsl. FBC Staff! BCIS Site Map' Linksi Search x Product Approval USER: Public User Product Approval Menu > Product or AAp#catlon Search > Application List > Application History > 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL4389-RO New 2001 Approved r- Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 253)875-7300 rickw@rwbldgconsultants.com Andrew Na rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer P' Evaluation Report - Hardcopy Received Wendell W. Haney PE- 54158 National Accreditation and Management Institute L.F. Schmidt, P.E. Standard Accepted Engineering Practice ASTM E1300 ASTM E330 Year 2001 1994 1984 r e 6/10/7006 4-i5 1 rida Building Code Online http://www.floridabuilchng.org/pr/"Pp-.Pu.asPx 'Pal v. z- Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method i Option D 04/20/2005 04/22/2005 04/29/2005 05/12/2005 08/05/2005 7YON1851e0 Y v r------ FL # Model, Number or.Name Description 114389.1 a. Single "non -Impact" I up to a 3'0 x 6'8 Single (X) - "non -Impact" Glazed I j Fiberglass Glazed Door I Fiberglass Door - Inswing or Outswing Limits of Use (See Other) I Installation Instructions I Approved for use in HVHZ: i Approved for use outside HVHZ: Verified By: Evaluation Reports j Impact Resistant: i Design Pressure: +/- PTID 4389 T_4389.1 EVAL.pdf i PTID 4389 T_4389.1 INST.Pdf Other: This product meets the requirements for ' State Florida excluding the "HVHZ". When j PTID 4389 T 4389.2 EVAL.pdf PTID 4389 T 4389.2 INST.pdf ! the of i used in wind-borne debris regions this product is PTID 4389 T 4389.3 EVAL.pdf PTID 4389.3 INST.pdf ijrequiredtobeprotectedwithanimpactresistant4389--T covering that complies with Section 1606.1.4 of the I PTID 4389 T_4389.4 EVAL.Pdf i Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50.0 PSF I PTID 4389 T_4389.4 INST.Pdf PTID 4389 T 4389.5 EVAL.Ddf i Esee4389.1 EVAL for any additional size and use PTID 4389 T 4389.5 INST.Pdf limitations). PTID 4389 T 4389.E EVAL.pdf PTID 4389 T 4389.6INST.pdf P'iTD 4389 T 4389.7 EVAL.pdf PTID 4389 T 4389.7INST.pdf —I 4389.2 — b. Single "non -Impact" -- up to a 3'0 x 6'8 Single with Boxed Sidelite (XO or Fiberglass Glazed Door with OX) - "non -Impact" Glazed Fiberglass Door - Sidelite Inswing or Outswing ---- Limits of Use (See Other) — Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: This product 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 1606.1.4 of the i j 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 i limitations). I 4389.3 c. Single "non -Impact" i up to a 3'0 x 6'8 Single with Boxed Sidelites (OXO) j Fiberglass Glazed Door with non -Impact" Glazed Fiberglass Door -Inswing or ! i Sidelites Outswing Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: I Approved for use outside HVHZ: I Verified By: j 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 i 411A11MA4 A -CC 1 rida Building Code Online http://www.floridabuilcling-org/pr/pr-apP--Pu.asPx rparwit—wvir, Y ^%t- covering that complies with Section 1606.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50.0 PSF i (see 4689.3 EVAL for any additional size and uselimitations). 4389.4 I d. Double "non -Impact" Fiberglass Glazed Door 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 1606.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50.0 PSF see 4389.4 EVAL for any additional size and use limitations). up to a 6'0 x 6'8 Double (XX) - "non -Impact" Glazed Fiberglass Door - Inswing or Outswing Installation Instructions Verified By: Evaluation Reports non up to a 6'0 x 6'8 Double with Boxed Sidelitesi4389.5 i e. Double -Impact" Fiberglass Glazed Door with i (OXXO) - "non -Impact" Glazed Fiberglass Door - Sidelites Inswing or Outswing Installation InstructionsLimitsofUse (See Other) Approved for use'in HVHZ: j Verified By:. ! Evaluation ReportsApprovedforuseoutsideHVHZ: Impact Resistant: Design Pressure: +/- Other: This product meets the requirements for j the State of Florida excluding the "HVHZ". When i used In wind-borne debris regions this product Is required to be protected with an Impact resistant i I covering that complies with Section 1606.1.4 of the 1 i Florida Building Code. Maximum Design Pressure i Rating - Positive 50.0 PSF and Negative 50.0 PSF see 4389.5 EVAL for any additional size and use limitations). J 4389.6 i f. Single "non -Impact" Fiberglass Glazed Door with Sidelite and Continuous Head I and Sill up to.a 3'0 x 6'8 Single with Sidelite (XO or OX) - non -Impact" Glazed Fiberglass Door - utilizing a Continuous Head and Sill - Inswing or Outswing Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: iDesignPressure: +/- Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is I required to be protected with an impact resistant I i covering that complies with Section 1606.1.4 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 i 1limitations). i 4389.7 g. Single "non -Impact" up to a 3'0 x 6'8 Single with Sidelites (OXO) - j Fiberglass Glazed Door with ; "non -Impact" Glazed Fiberglass Door - utilizing a Sidelites and Continuous Head Continuous Head and Sill - Inswing or Outswing and Sill ' CA 6/10/2006 4.55 rids Building Code Online http://www.floridabuilding.org/pr/pi app_au.aspx'(param=%'kmvAV. 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.1606.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50.0 PSF see 4389.7 EVAL for any additional size and use limitations). Installation Instructions Verified By: Evaluation Reports FBackl 0 DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida.32399-2100 850) 487-1824, Sunoom 277-1824, Fax (850) 414-8436 2000-2005 The State of Florida. All rights reserved. Copyright and DleClalmer Product Approval Accepts: WORN L PI ^ ^^^4 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C. P.O. Box 230 Valrico, 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 4389.1 Date: April 16, 2005 Product Category: Exterior Doors Product sub -category: Swinging Product Name: Fiberglass Glazed "Non -Impact" Door Single — In -swing or Out -swing Manufacturer: Trinity Glass International 4621 1920d 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 487 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell W. ey, E. FL No. 54158 April 16, 2005 Rwbcsrvlrwbc*q 650 - 800\pf74l\Eval 4389.1.doc Sheet 1 of 3 Limitations . 1. The Trinity Glass International Glazed Fiberglass "Non -Impact" In -swing or Out -swing Door 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 Heidi Single X 37.5" 81.625" 4. The Design Pressure Ratings (PSF) for the Single units are as follows: Swing O.A. Frame Dimensions O. A. Daylight Opening Positive Negative 37.5" 21.00" In -Swing X X 50.0 PSF 50.0 PSF 81.625" 63.00" 37.5" 21.00" Out -Swing X X 50.0 PSF 50.0 PSF 80.50" 63.00" Wendell W. tt aney, FL No. 54158 April 16, 2005 Rwbcwv\rwbc\proj 650 - 800\pf 741\Eval 4389.1.doc Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL 487 titled 3'0 x 6'8 Glazed Fiberglass "Non -Impact" Door 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. 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 05-0411-1. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass Load Resistance Report ASTM El300-94 and ASTM El300-02 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 programs. Wendell W. H AP FL No. 54158 April 16, 2005 URwbcwv\rwbc\proj 650 - 80 ftfMITval 4389.1.doc Sheet 3 of 3 T . G1zgA& INTERNATIONAL 4621 192nd STREET EAST TACOMA, WA 98446 TEL: 253-875-7300 .FAX: 253-875-7301 3'0 X 6'8 FIBERGLASS FULL LITE DOOR INSWING / OUTS WING NON -IMPACT" GENERAL MOTET 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. J. WHEN USED IN AREAS REQUIRING WINO —BORNE DEBRIS PROTECTION THIS PRODUCT IS 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 CO 1 TYPICAL ELEVATIONS DESIGN PR SURES do GENERAL NOTES A 3 BUCK do FRAME ANCHORING 4 COMPONENTS 5 BILL OF MATERIAL COMPONENTS do GLAZING DETAIL wn n• n A WlnT w/ BRICK MOLD 37.5' MAX. OVERALL FRAME WIOTH 35.75' MAX. PANEL WIDTH 21.0' MAX. D.L.O. 0 o n N a o fj1LL LITF DOOR VIEWED FROM EXTERIOR DESIGN PRESSURE RATINGS SINGLES (PSF) OVERALL OVERALL ASTM E1300-94 ASTM E1300-02 FRAME DAY LIGHT GLASS POSITIVE NEGATIVE POSITIVE NEGATIVEDIMENSIONDIMENSIONTYPE INSWING 37.50" x 81.625' 21.00'. x 63.00' 1/8' TEMPERED AIR 1/8" TEMPERED 50.0 50.0 50.0 50.0 OUTSWING 37.50' x 80.50" 21.00" x 63.00" 50.0 50.0 30.0 50.0 sax& N.T.S. owo. my: EW a«. an WWH FL-487 NOTES 1. DEAOBOLT LOCATED O 40.375" FROM TOP OF DOOR PANEL. 2. LOCKSET LOCATED O 45.875" FROM TOP OF DOOR PANEL. J. HINGES (3) LOCATED O 6.5' FROM TOP OF DOOR PANEL AND MAX. 31.0" ON CENTER. EXTERIOR a z 3 10 Wj 9 eno J1 s( \ 2 VERTICAL CROSS SECTION 2 O SILL W/OUTSWING THRESHOLD 1-1/4" MIN. EMB. (TYP.) 37.5' MAX. OVERALL FRAME WIDTH 25" MAX. SHIM THK. 25 SEE 37 18 NOTE 3 3 i 14 13 34 10 INTERIOR t •r:. 24 35 36 EXTERIO 12 2 HORIZONTAL CROSS SECTION 2j INSWiNG CONFIGURATION 2" MIN, FROM MASONRY EDGE —+{ TrlZINYP I VERTICAL CROSS SECTION 2 INSWING CONFIGURATION C4 W 0 I x L 3\! P - Z N ova EW en WWH FL=487 z-aAL 2X BUCK - MASONRY OPENING - 4" 4" r I 28 32 r ao _ TYP. ' HEAD & JAMBS SEE NOTE 1 ro 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. 6" 6" WNI O7 BRICK MOLD 27 3 TYP. HERO & 2X BUCK JAMBS DOOR FRAME xrZlo nw InU MASONRY OPENING ,6 F DOOR FRAMF TO BUCK ANCHORING FOR SINGLE DOOR FRAME ANCHORING N.T.S. en EW er WWH Mo FL-487 3 aj5 1.220" L 1.562" —j I Lr 1.ssz" 2.0" N I In co N tn M _ M Nsm- 7 O T 1 T 11 TOP RAIL MATERIAL: PVC COMPOSITE 16 LOCK STILE EDGE MATERIAL- PVC COMPOSITE NON m 2.450" 17 LOCK BLOCK MATERIAL LVL (POPLAR) 13 HINGE STILE SUPPORTER MATERIAL: LVL (POPLAR) 0.30" 0.103" L_ N N co 14 HINGE STILE EDGE MATERIAL: PVC COMPOSITE 3.5" 9 BOTTOM RAIL MATERIAL: PVC COMPOSITE j— 1.907" --{ 0 LOCK STILE SUPPORTER MATERIAL: LVL (POPLAR) aa 4.560" 1.220" 0 El O CO o io iT to O20 JAMB GUARD SWEEP- c MATERIAL: .040' THK. O MATERIAL: P„ GALV. STEEL .— i 19 SILL KEY MATERIAL: PC/ASA OBRICKMOLDMATERIAL- FJ PINE OPTIONAL) 0) rn 1.983" 3.983" --{ EO O O O O O O O 18 HINGE MATERM.: STEEL 4.560" 7 11 I'll I IS me 04111/0.- INKL N.T.S. EW1orc. as o WWH FL-487 4 of REM DESCRIPTION MATERAL I FIBERGLASS SKIN 0.079' MIN. THICKNESS FIBERGLASS 2 LATCH JAMB FINGER -JOINT PINE WOOD J HINGE JAMB - FINGER -.PINT PINE WOOD 4 HEAD JAMB FINGER -JOINT PINE WOOD 3 IN -SWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM 8 I DOOR BOTTOM SWEEP PVC 7 BRICK MOLD FINGER -JOINT PINE (OPTIONAL) W000 e OUTSNTNG THRESHOLD AL / COMP. 9 COMPOSITE BOTTOM RAIL PVC 10 DOOR PANEL CORE FOAMED IN PLACE 2.5 LOS. / eu.R. DENSITY POLYURETHANE 11 COMPOSITE TOP RAIL PVC 12 WEATHERSTRIP GEW630 0-LON FOAM 13 LVL HINGE STILE LVL POPLAR POPS 14 PVC. COMPOSITE HINGE STILE EDGE PVC 13 LVL LATCH STILE LVL POPLAR POPLAR 16 PVC. SITE LATCH STILE EDGE PVC 17 LVL LOCK BLOCK POPLAR 18 J.983' X 4.0' HINGE MIN 0.098' THICK STEEL 19 SILL KEY PC / ,rSA 20 JAMB GUARD 0.040" MIN. THICKNESS GALVANIZED STEEL STEEL 21 KWIKSET LATCH GRADE 0 STEEL, 22 KWIKSET DEAOBOLT GRADE N STEM 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 /8 X 2.0' PFIM (2 REQUIRED EACH STRIKE PLATE) STEEL 27 JAMB TO BUCK SCREW 18 X 2.5' PFH SMS STEEL 28 2X BUCK WOOD 29 SEALANT 30 MAX. 1/4' SHIM WOOD 31 MASONRY CONCRETE J2 J 16' z 2-3/4' TAPCON STEEL JJ 3/16" r 2-1/4' TAPCON STEEL 34 LITE FRAME SCREW 18 X 1-1/2' SELF THREADING STEEL J5 UTE FRAME ASS J8 1 INSULATED GLASS - 1/8' TEMPERED - AIR - 1/8" TEMPERED GLASS 37 19 X 3/0' SCREW (J REQUIRED EACH HINGE TO FRAME) STEEL L F— 4.563' N O 2 3 4 SIDE & HEAD JAMBS MATERIAL: FJ PINE 5.625" tnr, n OIN -SWING THRESHOLD MATERIAL: ALUM. W/COMPOSITE SUBSTRATE 4.563" O OOUT -SWING THRESHOLD MATERIAL ALUM. W/COMPOSITE SUBSTRATE REW PLUG SELF -THREADING SCREW 250" THICK SWIGGLE (TRUSEAL) 1-TEMPERED GLASS .125" THICK T f TEMPERED GLASS .125" THICK HOT MELT GLAZING COMPOUND 36 GLAZING DETAIL 1' INSULATED GLASS alto ITr2 . EW as en WWH FL-407 OF-