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Home My WebLink About129 Drew Ave (3)CITY OF SANFDRn PERMIT APPLICATION Permit #: 0-7 ` a 1: _ Date: I 0 Job Address: JZQ1 fu 5-^'1_L -`11 i Description of Work: IRIstorie District: _.. zoning: Value of Work: S bZlo , 3 Permit Type: Building—Z Electrical _ Mechanical____ Plurribing , Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS __ Addition/Alteration _ Change of Service Temporary Pole Mechanical: Residential _._ Non -Residential _ Repineement New (Duct Layout & Energy Cale. Required) Plumblutg/New Commercial: # of Fixtures # of Water & Sewer Lines_._ # of Gas Lines Plumbing/New Residential: # of Water Closets _• Plumbing Repair — Resi&ntial or Commercial Occupancy' Type: Residential Commercial - Industrial __ Total Square Footage: Construction 'Type: # of Stories; # of Dwelling Units: Flood Zone: FEND form required for orbs, ,luau X) Parcel #: '" `C1 ?] JZ j — bop - oO'20 ( Attach Proof of ownership & I.agal Description) Owners Name dr. Address: (,J QQp,O L NJ Phone: i. 01 -3 Contractor Name & Address: t nn vo Phone & Fax: _ Bonding Company: Address: Mortgage Lender: Address: Arohiteet/Engineer: i Address: d " State License Number: 0, o ontnci POrson: _ Phone: y 6 • (p— O Phone: Fax: Application is hereby made to obtain a permit to do the. work and insmllntinns as indiapited, 1 r-artify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomoststanAardsofalllawsregulatingconsttniotioninthisjutiadiotion. I understand that a separatePermitrousthesecuredforSLECTRJCALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACE., BOILERS, HEATERS, TANKS, andAiRC:ONDITIONER., rte. OWNER'S &EMAvrT: I certify that. all of the foregoing information is accurate and that all work will be donsconstnictionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENin complian4a with all applicable laws regt itttlngCEMI3NTMAYRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCiNCl, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFC.OMMENCEMIiNT, NOTICE: In addition to the requircmcnrs of this permit, there may be additional restrictions ap licable to this proprmy that may be found in the public records of thiscounty, and there may be additional permits required from other govarmnentai entities su r water man agamontdistricts, state agencies, or federal agencies. Acceptanceofpermitisvcrifirationthat1willnotifytheowneroftheproperlyoftherequireislorldaLi 'Ia , F. 3. ignatvre of b} wncr/Agent ~' 9 Hato (' Q i natttr n Contmc /Age t Dat I i r Print Owner/Agent's Name ( nt Co tractor/Agen a e Sigttantre of Notary -$tare of Florida Date nnn ry.Srll AiNSON Date MY COMMISSION tt DD =22 Owner/ Agent is Personally Known to Mc or IN EXPIRES: March 3 2008 Produccd iD _ Contract` pt is rub tviOBs eaiiot" 15, _ Produced ID _ 70 l `. APPLICATION APPROVED AY: to Bldg; ` l'n'lJfg 7ottttrg'---____ Utilities: initial .Date) (Initial SI Date.) —_ FD: Special Conditions: (initial & Date) (initial & Date) jai. From: Michelle Snyder To: Fax#1-407-696-7356 Date: 11/10/2006 Time: 8:38:46 PM Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 Page 1 of 1 Total:$1,026.31 Stock Sanford FR-fbgl 407-323-6324 0264 0 • t`• ' . Davw JOMAI9D I, CFh,.hSA m10 PROPERTY APPRAISER m ........... < SEMINO LE COUNTY FL. 1 101 E. FIRST sT SAHFORD, FL 3277T-14C Y5 y 407 - a55 - 7505 ti.- 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-525-0J00-0020 Number of Buildings: 1 Owner: WILLIAMS EVONY & SHIRLEY G Depreciated Bldg Value: $95,512 Mailing Address: 129 DREW AVE Depreciated EXFT Value: $0 CIty,State,ZipCode: SANFORD FL 32771 Land Value (Market): $24,000 Property Address: 129 DREW AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: WASHINGTON OAKS SEC 2 Just/Market Value: $119,512 Tax District: S1-SANFORD Assessed Value (SOH): $54.809 Exemptions: 00-HOMESTEAD (1994) Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $29,809 Tax Estimator 2006 VALUE SUMMARY SALES Tax Value(without SOH): $1,877 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $555 WARRANTY DEED 01/1974 01009 0328 $19,100 Improved Yes Save Our Homes (SOH) Savings: $1,322 2006 Taxable Value: $28,213 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 LEG LOT 2 BLK J WASHINGTON OAKS SEC LOT 0 0 1.000 24,000.00 $24,000 2 PB 16 PG 87 BUILDING INFORMATION Bld Year Base Gross Living Est. CostBidTypeFixturesExtWallBidValue Num Bit SF SF SF New 1 SINGLE 1974 5 1,080 1,408 1,080 CB/STUCCO $95,512 $112,038FAMILYFINISH Appendage 1 Sgft OPEN PORCH FINISHED / 16 Appendage /Sgft GARAGE FINISHED /312 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on JusWarket value. http://www.sepafl.org/web/re web.seminole_county title?parcel-3119315250J000020... 11/10/2006 INSTALL PURCHASE ORDERS Date: 10/18/2006 Page: 2 Use this number to invoice The Home Depot) P.O. Nbr 63475774=====__ For customer: SKEENS, TROY=====__ Quantity: 1.00 UM: EA Price Ea.: $225.00 Extension: $225.00 CUSTOM WORK: O1 BUILD -OUT Quantity: 1.00 UM: EA Price Ea.: $50.00 Extension: $50.00 SPECIAL INSTRUCTIONS: PLEASE CALL FLORIDA REAL ESTATE 352) 243-7010 AND THEY WILL GIVE YOU NUMBER TO CONTACT TENNANT .. INSTALLATION LABOR SUB -TOTAL: $0.00 RETAIL MARKDOWN ( %) $0.00 CREDIT FOR MEASUREMENT:-$35.00 INSTALLATION LABOR TOTAL: $240.00 00021500 P.O. Nbr 63475774=====__ LIMITED POWER OF'ATTORNEY I hereby name and a pant: Printed Name of Appointee Dec 6 Cr- Door1 _Company Name of Appointee to be my lawfW attomey4n-fad to act for me In applying to CaAj Jjb- Gowrnment CommercialfResidedid Pennitling for a permit enabling wd* to be performed at the location below -described and to sign,my name and do all things necessary to this appointment: 3\ Section Township Range Subdivision O o Bb* 00 Z0 lot 4O3k R.J E'tO-e- Pro)e tAddress Owner of Property C of awae b Air/ b rm or who has produced Fami" adW m pas Wr signed:_ r Date: Certiffeed Contrada:itt/!it/ T. ,t l1t/' _ piinbd Dime Contractor ucense s:_ CBG BRYANT K ROBINSON MY COMMISSION N DD 26M5 EXPIRES: November 25, 2007RBorwetlfiNNo4ryPuDNounanmters S. Williams Residence 129 Drew Ave. Sanford, FL 32771 Opening will meet 35 PSF +/- requirement Replace front entry door unit. J. k Ida Building Code Online http://www, floridabuilding. org/pr/pr_app—atl. aspx (parani—wvn v Nam. aLl BCIS Home Log In Hot Topics: Submit Surcharge MIA Stats & Facts! Publications! FBC Staff! BCIS Site Map' Links! Search`s Product Approval USER: Public User Product Approval Menu > Product or Application 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 1- Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 253)875-7300 rickw@rwbldgconsultants.com Andrew Na rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F 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 ride Building Code Online littp://www.floridabuilchng.orgiprtpc app Pu.aspx!Pmw„—war, v-4. Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2005 Date Validated 04/22/2005 Date Pending FBC Approval 04/29/2005 Date Approved 05/12/2005 Date Revised 08/05/2005 Summary of Products FL # FModel, Number or.Name Description j 4389.1 — I a. Single "non -Impact" — - I up to a 3'0 x 6'8 Single (X) - "non -Impact" Glazed iFiberglass Glazed Door __I Fiberglass Door - Inswing or Outswing Limits of Use (See Other) Installation Instructions I IApprovedforuseinHVHZ: i i Approved for use outside HVHZ: I Verified By: Evaluation Reports Impact Resistant: 1 PTID 4389 T_4389.1 EVAL.udf PTID 4389 T 4389.1 INST.DdfDesignPressure: +/- Other: This product meets the requirements for HVHZ". PHD 4389 T 4389.2 EVAL.Ddf PTID 4389 T 4389.2 INST.Ddf jtheStateofFloridaexcludingtheWhen used in wind-borne debris regions this product is ! to be with an impact resistant PTID 4389 T 4389.3 EVAL.Ddf PTID 4389 T 4389.3 INST.Ddf I1requiredprotected Fovering that complies with Section 1606.1.4 of the PTID 4389 T 4389.4 EVAL.Ddf I1FloridaBuildingCode. Maximum Design Pressure PTID 4389 T 4389.4 INST.Ddf 4389 T 4389.5 EVAL.PdfRating - Positive 50.0 PSF and Negative 50.0 PSF PTID jsee4389.1 EVAL for any additional size and use PTID 4389 T 4389.5 INST.Ddf j limitations). PTID 4389 T 4389.6 EVAL.adf PTID 4389 T 4389.6INST.Ddf 14389.2 T b. Single "non -Impact" Fiberglass Glazed Door with up to a 3'0 x 6'8 Single with Boxed Sidelite (XO or OX) - "non -Impact" Glazed Fiberglass Door - Inswing or OutswingtSidelite 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 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). 1 1 i 4389.3 c. Single "non -Impact" i up to a 3'0 x 6'8 Single with Boxed Sidelites (OXO) I i Fiberglass Glazed Door with - "non -Impact" Glazed Fiberglass Door - Inswing or f Sidelites_._ Outswing.__... Limits of Use (See Other) Installation Instructions i Approved for use in HVHZ: Verified By: j Approved for use outside HVHZ: j Evaluation Reports i j Impact Resistant: Design Pressure. Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When j used In wind-borne debris regions this product is required to be protected, with an impact resistant j 4 11 A/1HNb4 A - 9 r I rids Building Code Online http://www.floridabudding.orgipr/pr_app_jati-aspxrparmlj-w%jr. Y ^v. 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 4689.3 EVAL for any additional size and use limitations). 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). 4389.5 e. Double "non -Impact" Fiberglass Glazed Door with Sidelites Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: I Impact Resistant: Design Pressure: Other: This product meets the requirements for I 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 covering that complies with Section 1606.1.4of the I 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). up to a 6'0 x 6'8 Double (XX) - "non -Impact" Glazed Fiberglass Door - Inswing or Outswing installation Instructions Verified By: Evaluation Reports up to a 6'0 x 6'8 Double with Boxed Sidelites OXXO) - " non -Impact" Glazed Fiberglass Door - Inswing or Outswing i installation Instructions Verified By: • Evaluation Reports 4389. 6 - - f. Single "non -Impact" I Fiberglass Glazed Door with i 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: Design Pressure: +/- 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 i i covering that complies with Section 1606.1.4 of the Florida Building Code. Maximum Design Pressure i Rating - Positive 50.0 PSF and Negative 50.0 PSF see 4389.6 EVAL for any additional size and use i limitations). i —J 4389. 7 g. Single "non -Impact" up to a 3'0 x 6'8 Single with Sidelites (OXO) - I Fiberglass Glazed Door with ; "non -Impact" Glazed Fiberglass Door - utilizing a Sidelites and Continuous Head ' Continuous Head and Sill - Inswing or Outswing and Sill I CA 6/10/2006 4.55 rids Building Code Online http://www.floridabuildmg.orgtpr/pr_app_au.aspx'rpar=m vn%Z. 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 Back Next DC4 Administration Department of Community Affairs Florida Building Code Online Codes and Standerds 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Sunwm 277-1824, Fax (850) 414-8436 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: 01H® r A L/lA/n/lAL A.CC T R W R W Building 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 4389.1 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. aney, - V- FL No. 54158 April 16, 2005 Rwbm-wVwbclproj 650 - 800\pf741\Eva14389.1.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 Height 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. Wendell ey, FL No. 54158 April 16, 2005 Rwbmv\rwbc*oj 650 - 800\pf141\Eva14389.1.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 1. 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 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 pmm Wendell v . W. H ey, P. . FL No. 54158 April 16, 2005 Rwbcwv\rwbc=j 650 - 800W41\Eva14389.1.doc Sbcd 3 of 3 I( G&1(5& 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 6'6 FIBERGLASS FULL LITE DOOR 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. J. WHEN USED IN AREAS REQUIRING WIND—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 1 TYPICAL ELEIA111iff DESIGN PR URES & GENERAL NOTES 3 BUCK & FRAME ANCHORING 4 COMPONENTS 5 BILL OF MATERIAL COMPONENTS do GLAZING DETAIL Ann' n unnTu W/ BRICK MOLD 37.5' MAX. OVERALL ' FRAME WIDTH 35.75" MAX. PANEL WIDTH Z1.0" MAX. D.L.O. / j W ttU L S J a O 16 n N a FULLLa DOOR VIEWED FROM EXTERIOR DESIGN PRESSURE RATINGS SINGLES (PSF) OVERALL OVERALL ASTU EIJ00-94 ASTM EIJ00-02 FRAME DAY LIGHT GI/SS POSITIVE NEGATIVE POSITIVE NEGATIVE DIMENSIONDIMENSIONTYPEINSWING 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 s" L N.T.S. low W. oEWFL-487 1of, a 2 SLATES 1. DEADBOLT 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. VERTICAL CROSS SECTION 1 O SILL W/OUTSWING THRESHOLO 1-1/4' MIN. EMB. (TYP.) 37.5' MAX. OVERALL FRAME WIDTH 25' MAX. SHIM THK. 16 SEE }5 23 25 37 18 NOTE 3 34 17 3i 14 13 10 INTERIOR 24 36 7ERiO 32 • y" yJ /1 12 12 2 HORIZONTAL CROSS SECTION 2 INSWING CONFIGURATION 2" MIN. FROM MASONRY EDGE TYP, Ii:1 1 VERTICAL CRO55 SECTION 3,j INSWING CONFIGURATION N.T.S. EW en WW1 FL-487 a iAs i s g z3 FT O7 4 BRICK MOLO 27 TYP. HERO & 2X BUCKS _ 2X BUCK m it DOOR FRAME x W n W M1 U MASONRY OPENING MASONRY OPENING 2X BUCK TO MASONRY DOOR FRAME TODOORFRAME BUCK ANCHORN- FOR SINGLE DOOR ANCHORING FOR SINGLE DOOR FRAME ANCHORING 0Z aye 04 11 05 NOTES: WAC N.T.S. Oro. Or. EW 1. ADJUST TAPCON LOCATIONS. IF NECESSARY. TO MAINTAIN A MINIMUM 2.0' we or WWH prCLEARANCEFROMMORTARJOINTS. ORR p FL-487 sra 3 -J 2 o 4' zs TYP. HERO & r JAMBS SEE NOTE 1 1.220" —{ r L,. s62" L,. s6z" Lj— 2.0" I C4N N Vl O M ^ M N O L r i l TOP RAIL MATERIAL: PVC COMPOSITE 16 LOCK STILE EDGE MATERIAL PVC COMPOSITE 13 HINGE STILE SUPPORTER MATERIAL: LVL (POPLAR) j 0.30" I-j1 0.103" f0 N N N 14 HINGE STILE EDGE MATERIAL: PVC COMPOSITE OBOTTOM RAIL MATERIAL: PVC COMPOSITE 15 LOCK STILE SUPPORTER MATERIAL: LVL (POPLAR) NON m 3.5" CD 2.450" F— 0 E 4.560" 1.220" O r 1.678co a 0 CD I 0 m n O» LOCK BLOCK TO JAMB GUARD O MATERIAL• LVL (POPLAR) O MATERIAL .040" THK. OO MATERIAL: PVC O O O GALV. STEEL 19 SILL KEY MATERIAL: PC/ASA OBRICKMOLDMATERIAL: FJ PINE OPTIONAL) rn 1.983" r 3.983" T-- j O O O O O O O . r O O 18 HINGE MATERIAL: STEEL 4.560" 2.435" ---1 0.I 21 7 1 Itl c ME 04 11 0: W-0 N.T.S. ac i er: EW1 . WWH FL-487 4 ar ITEM DESCRIPTION MATERIAL I FIBERGLASS SKIN 0.079' MIN. THICKNESS F78MLASS 2 LATCH JAMB FINGER -JOINT PINE WOOD J HINGE 44MB - FINGER-IOINT PINE WOOD 4 HEAD JAMB FINGER-XINT PINE WOOD a IN -SWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM 8 DOOR BOTTOM SWEEP PVC 7 BRICK MOLD FINGER -JOINT PINE (OPTIONAL) WOOD a OUTS4NG THRESHOLD AL / COMP. 9 COMPOSITE BOTTOM RAIL PVC I0 DOOR PANEL CORE FOAMED IN PLACE 2.5 L.BS. / cu.R. MSfTY POLYURETHANE f 1 COMPOSITE TOP RAIL PVC 12 WEATHERSTRIP QEB0850 0-LON FOAM 13 LVL HINGE STILE LVL POPLAR POPLAR 14 PVC. COMPOSITE HINGE STILE EDGE PVC IS LVL LATCH STILE LVL POPLAR POPLAR 18 PVC. COMPOSITE LATCH STILE EDGE PVC 17 LVL LOCK BLOCK POPLAR 18 3.983- X 4.0- HINGE MIN 0.098- THICK STEEL 19 SILL KEY PC / ASA 20 JAMB GUARD 0.040' MIN. THICKNESS GALVANIZED STEEL STEEL 21 KWIKSET LATCH GRADE 9 STEEL 22 KWIKSET GEADBOLT GRADE B STEEL 23 STRIKE PLATE STEEL 24 HINGE TO DOOR SCREW 19 X 1.0- PFNWS(4 REQUIRED EACH HINGE) STEEL 25 HINGE TO BUCK SCREW 110 X 2.0 PFHWS (I REOUREO EACH HINGE) STEEL 28 STRIKE PLATE SCREW IS X 2.0' PFHWS (2 REOUIREO EACH STRIKE PLATE) STEEL 27 JAMB TO BUCK SCREW 1a X 2.5' PFH SUS STEEL 28 2X BUCK WOOD 29 SEALANT 30 MAX. 1/4' SHIM Wow 31 MASONRY CONCRETE J2 3/18- x 2-3/4- TAPCON STEEL J3 3/16' x 2-1/4' TAPCON STEEL 34 LRE FRAME SCREW /a X 1-1/2- SELF THREADING STEEL J5 UTE FRAME ABS 3B 1' INSULATED GLASS - I/8' TEMPERED - AIR - 1/8' TEMPERED MASS 37 19 X 5/8' SCREW (3 REQUIRED EACH HINGE TO FRAME) STEEL L F— 4.563' N G 2 3 4 SIOE & HEAD JAMBS MATERIAL- FJ PINE 5.625' to Tn-, OIN -SWING THRESHOLD f 5 MATERAAL ALUM. W/COMPOSITE SUBSTRATE 4.563' 1 O OOUT -SWING THRESHOLD MATERIAL' ALUM. W/COMPOSRE SUBSTRATE SCREW PLUG SELF -THREADING SCREW 250- THICK SWIGGL.E (TRUSIAL) TEMPERED GLASS .125' THICK TEMPERED GLASS .125' THICK HOT MELT GLAZING COMPOUND 36 GLAZING DETAIL 1' INSULATED GLASS OY16 fr: EW au 1Wt WWH FL-487 OF _ w