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HomeMy WebLinkAbout124 Quail Ridge CtParralt #: Job Address: Description of Work: Historic District: CTrY tar S SANFORD EWAMPF APPLICATION Date: 'r 7on' v Work:II t Value -of Peranit Type: Building Mechanical_._ -----re Sprinkler/Al,. r iPon Electrical: New Service — # of AMPS Addition/Alteration Change, of Service --.- Tmporq.ry Meehanical, Residential..— Nnn-Residential -- RepinCoMent --- New ( Duct ayot & Energ Calc. Required) Plumbing/ New CommerclaV # of Fixtures Ylof & S0W01- bines--- .... . .... . -- # of Gas Lines Plumbing/New Residential: # of Water closets Plumbing Repair -- Rasidential or Cornmerciai Oceupanry Type: Residential __, coinmercial-.— IndustrialTotal Square Footage: ___ Construction Type: # of Stories: ---- N Of Dwelling Units: Flood Zone: (FEMA farm required for otiler 0,hAlm X) Parcel #: Owners Name & Addrp": Contractor Name & Address: Phone Ar. FAX - a Bonding Company: Address; Mortgage Lender: Address: Architect/Ungineer: Phone: Address; Fax 3 ,�, Z7 Application is hereby Made' to obtain a permit to do the wopk, arl(.1 installations As Indicated. I` issuance of parmil: and that all work will be performed in meet. �qtoQdrtrds of ill 'nd'e' certify 010 no work or insWlafinn IIAS commenced prior to the 130MIT must he Secured for ELECTRICAL WORK, 1prlw$ COIIAMAPdOn in thisjurisdiot(o PLUIVIRIN0, RJOTITS, WELLS, POOLS, "- I undOrst9t1d that 0, separate q, tne. . S, HEATERS, TANKS, and AIR CONDITIONER, BOILFR gWNEg,8_AEMAyj_T: I eertiN that all of t1le foregoing information is accurate., And that all work will be done in cOmplianre, with all applicable laws regulating construction and zoning.WARNING TO OWNER: YOIJR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING ATTORT,JFY BEFORE RECORDING YOUR NOTICE.( , COM , CONSUI.J.'WITH YOUR LrNDER OR AN )TI �. ME'�NCEMI-INT, NPMCF-: In addition to the requirements Of this Permit, there MAY be additional rcslTi tions applicable to this property that tray be found in the Public records of this county, and there may be, additional permits required fro a al other governmental entities nuch as water n1anR901nont districts, state agencies, or federal agencies Acceptance of permit is verifIration tb' 'Ai t willill notify the owner' of Che properly of Che requiter ., cs of Florida Lir„tt F4 71.3. Signature wncr/ Szgttar trc o, Contractor/Agent ate Print. tz- Owner/Agent's Name —F, P 1 an +ignattn'e of Notary -State ofplk)j-ida 'I: of te5*1'17m -�`f Notary -.S T te. of Florida Qate Owner/Agent, is _ personally Knn1,,n to Me or Produced ID.—_ APPLICATION APPROVED By, Bldg: Zoning: (initial & Drito) Special Conditions: Phyllis J. Nicholas Commission #DD275024 Expires: Dec 14, 2007 C,'Ontf-Rc'tor/Agent is rsonn'lly Kn tz Produced ff) Bonded Thru Atlantic Bonding Co., Inc. (initial &. I)F.vcr FD: (Initial & Date) 71-niiiali- pate) a From: Michelle Snyder To: Dan Decker Date: 3/27/2007 Time: 9:16:20 AM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total -$574.91 Stock Sanford FR-fbgl 407-328-3080 0264 DA vin �.JoHNsom.. CFA, ASA APPRAISER BEN7 HOLE COUNT Y.FL. f101 E. I7�5r 5r �ItN�CriRi�;I Int: 37f - t d68 At77-amu.-'75rJt3 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-30-5GS-0000-10A0 Number of Buildings: 1 Owner: SULLIVAN DAVID L & CYNTHIA W Depreciated Bldg Value: $147,140 Mailing Address: 124 QUAIL RIDGE CT Depreciated EXFT Value: $4,542 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $40,000 Property Address: 124 QUAIL RIDGE CT SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYWOOD REPLAT Just/Market Value: $191,682 Tax District: S1-SANFORD Assessed Value (SOH): $90,557 Exemptions: 00 -HOMESTEAD (1994) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $65,557 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $3,080 Deed Date Book Page Amount Vaclimp Qualified 2006 Tax Bill Amount: $1,247 WARRANTY DEED 09/1992 02475 1544 $500 Vacant No Save Our Homes (SOM)Savings: $1,833 2006 Taxable Value: $63,348 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND PLATS: Pick... — Land Assess Land Unit Land Frontage Depth Method Units Price Value LEG WLY 10 FT OF LOT 10A & ALL LOT 11A LOT 0 0 1.000 40,000.00 $40,000 KAYWOOD REPLAT PB 30 PGS 27&28 BUILDING INFORMATION Bid Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Bid Type Num Bit SF SF SF New 1 SINGLE 1991 4 1,310 1,954 1,310 CB/STUCCO $147,140 $155,704 FAMILY FINISH Appendage / Sgft GARAGE FINISHED /568 Appendage / Sgft OPEN PORCH FINISHED/ 76 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 GLASS PORCH 1992 228 $1,995 $3,192 WOOD DECK 1994 320 $768 $1,600 CUSTOM PATIO/TILE/MARBLE ETC 2005 168 $1,117 $1,176 WOOD UTILITY BLDG 2005 120 $662 $720 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. ***!f you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www.sopafl.org/web/re web. seminole_county title?parcel=3219305GS000OIOA... 3/27/2007 LIMITED POWER OF ATTORNEY I hereb�ame and appoint 1 f) ( k� 1111 -dM �(1 Printed Name of Appointee i2 av i'3, _T/76, Company Name of Appointee r� to be my lawful attomey-In-fact to act for me In applying to / Government Commercial/Residerdial Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do all things necessary to this appointment: 2 Section �1 Township —30 — Range S GS Subdivision 0 G 0 c-) Block L®AoLot % UI / 02 � �C , (I �T—____--_—`Project Address ----Owner of Property l't�1OwnerAddress Signed:-- oert 6d' con6vdw eigmaue Dater 6% Certified Contractor" it l T. — pdnted narta -- Contractor License #:_ State of of ) Courd of 0) Sworn��oo and�arbsaibsd before ms this �C day of t )AGM N T !I ku-- (name of person acknowtedQed) who'IaNy known to me at who has produced ., I FOnF�iowrd MbmgJOt250UW hk+tary Putla Comma" 09*109: ".11" BRYANT K. ROBINSON �, -, MY COMMISSION # DD 269995 i .��fvP4RES: Nouember 25.2007 >j,�,+�zii,"d�$�i'a��dfi[lhiQIkMA1Cf5 C. Sullivan Residence 124 Quail Ridge Court Sanford, FL 32771 ff 1 Opening will meet 35 PSF +/- requirement Replace front entry door unit. PERMT II �. rida Building Code Online http://www.floridabuilding.orglpr/pr_app_au.aspx rparam--wv� Y �.r. , + mutt i r :arra;.:`: a.d � Product Approval a,Product Public User Product Approval Menu > Product or ARpt_kation Search > Application Ust > Application History, > Application Detail FL # FL4389-110 jr- L It'329, K' Application Type New$ Code Version 2001 II Application Status Approved 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 Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 (253)875-7300 rickw@rwbidgconsultants.com Andrew Na rickw@ rwbldgconsu Itants,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 -,-n 611A1')006 -4-S5 1 -ida Building Gode Online http://www.floridabuilding.org/pr/pr_app_at►-aspxrparaul—wvt:. Y nkt- 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 ProUucts FL # Model, Number or.Name i Description i 4389.1 a. Single "non -Impact" up to a 3'0 x 68 Single (X) - "non -Impact" Glazed Fiberglass Glazed Door Fiberglass Door Inswing or Outswing ---- --- -- _ . Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports PTID 4389 T 4389.1 EVAL.pdf Impact Resistant: Design Pressure: +/- PTID 4389---T 4389.1 INST.pdf Other: This product meets the requirements for PTID 4389 T 4389.2 EVAL.pdf the State of Florida excluding the "HVHZ". When PTID 4389 T 4389.2 INST.pdf used in wind-borne debris regions this product is ! PTID 4389jj 4389.3 EVAL.pdf required to be protected with an impact resistant PTID 4389 T 4389.3 INST.pdf covering that complies with Section 1606.1.4 of the j PTLD 4389 T 4389.4 EVAL.pdf Florida Building Code. Maximum Design Pressure PTID 4389 T 4389.4 INST.pdf Rating -Positive 50.0 PSF and Negative 50.0PSF PTID 4389 T 4389.5 EVAL.pdf (see 4389.1 EVAL for any additional size and use PTID 4389 T4389.5 INST.pdf limitations). PTID 4389 T 4389.6 EVAL.pdf PTID 4389 T 4389.6 INST.pdf PTLD 4389 T 4389.7 EVAL.pdf PTID 4389 T 4389. INST.pdf --- ------ 4389,2 ! b- Single "non -Impact" up to a 3'0 x 6'8 Single with Boxed Siderite (XO or Fiberglass Glazed Door with OX) - ' non -Impact" Glazed Fiberglass Door - j Sidelite I Inswing or Outswing Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: I j Approved for use outside HVHZ: i 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). 4389.3 c- Single "non -Impact" , up to a 3'0 x 6'8 Single with Boxed Sidelites (OXO) Fiberglass Glazed Door with i - "non -Impact" Glazed Fiberglass Door - Inswing or i Sidelites Outswing Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports I Impact Resistant: Design Pressure: F/ 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 c11n11nn1_ n cc rida Building Code Online http://www.floridabuilchng.orgipr/pr app au.aspxtparwu—wvr,v -.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 d. Double "non -Impact" 1Fiberglass 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 4389.5 le- Double "non -Impact" j up to a 6'0 x 6'8 Double with Boxed Sidelites Fiberglass Glazed Door with ! (OXXO) - "non -Impact" Glazed Fiberglass Door - Sideiites 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 1 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" j up to a 3'0 x 6'8 Single with Sidelite (XO or OX) Fiberglass Glazed Door with ! "non -Impact" Glazed Fiberglass Door - utilizing a Sidelite and Continuous Head Continuous Head and Sill - Inswing or Outswing and Sill I ! 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 i 1 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 4389.6 EVAL for any additional size and use limitations). 4389.7 g. Single "non -Impact" up to a 3'0 x 6'8 Single with Sidelites (OXO) - Fiberglass Glazed Door with "non -Impact" Glazed Fiberglass Door - utilizing a Sidelites and Continuous Head Continuous Head and Sill - Inswing or Outswing and Sill _r A 6/10/2006 4-55 -ida Building Code Online http://www.floridabuilding.orgipr/pr_app_nu.aspx(parain vvr.v-Ak�. ............... .___ _- ...__ _. _ __ __ Limits of Use (See Other) Installation Instructiions 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 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). 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 Disclaimer Product Approval Accepts: ®N& k A1ARSiV .i7 t w /_ /l A/i'1ll/1L ACC T R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.Q. 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 192°d 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. WendellOW.aey, E.FL.158 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\pf741\Eva] 4389. Ldoc Sheet I 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 Heigliht 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. aney, E. FL No. 54158 April 16, 2005 \\Rwbcsry\rwbc\proj 650 - 800\pf141\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 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. 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. H ey, P. . FL No. 54158 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\pf74 REva14389.1.doc Sheet 3 of 3 40.0' O.A WIDTH n Cq\� w/ BRICK MOLD' 7 W N p�- 37.5" MAX. OVERALL 0 0 FRAME WIDTH E io z4621 192nd STREET EAST TACOMA, WA 98446 35.75" MAX.TEL: 253-875-7300 .'FAX: 253-875-7301 PANEL WIDTHoz3'0 X 6'8 FIBERGLASSFULL LITE DOOR INSWING / OUTS WING "NON -IMPACT" uj z�a 4Z m i ° Roo Wg. Z c� i O x�o sae o c Q � � 4W GENERAL NOTES � o 0 Ln a z al 1 • THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE EXCLUDING THE "HIGH ( m VELOCITY HURRICANE ZONE". °p o 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. N 3. WHEN USED IN AREAS REQUIRING WIND—BORNE DEBRIS Z 0 PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH v) AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1606.1.4 OF THE FLORIDA BUILDING CODE. Of 4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF FULL LITE DOOR THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR VIEWED FROM EXTERIOR 2X BUCK MASONRY CONSTRUCTION. 5. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO w FURTHER ENGINEERING ANALYSIS. DESIGN PRESSURE RATINGS SINGLES (PSF) 0 0 TABLE OF CONTENTS Z 1 TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTES a� 04/11/05 2 VERTICAL &HORIZONTAL 0 SSECTIONS NJ. S. 3 BUCK & FRAME ANCHORING owc �: EW 4 COMPONENTS 5 BILL OF MATERIAL, COMPONENTS & GLAZING DETAIL CHK. BY: WWH DRAWMG NO.; FL -487 SHEET 1 OF 5 OVERALL OVERALL 27.0" ASTM E7300-02 FRAME MAX. D.L.O. / GLASS POSITIVE NEGATIVE POSITIVE NEGATIVE O DIMENSION DIMENSION TYPE INSWING 37.50" x 87.625" I 27.00" x 63.00" OVERALL OVERALL ASTM E7300-94 ASTM E7300-02 FRAME DAY LIGHT GLASS POSITIVE NEGATIVE POSITIVE NEGATIVE DIMENSION DIMENSION TYPE INSWING 37.50" x 87.625" I 27.00" x 63.00" 1/8" TEMPERED AIR 7�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 +50.0 -50.0 NOTES 1. DEADBOLT LOCATED 0 40.375" FROM TOP OF DOOR PANEL. 2. LOCKSET LOCATED 0 45.875" FROM TOP OF DOOR PANEL. 3. HINGES (3) LOCATED 0 6.5" FROM TOP OF DOOR PANEL AND MAX. 31.0" ON CENTER. EXTERIOR INTERIOR §! 9 12 31 2 a) HORIZONTAL CROSS SECTION �2 INSWING CONFIGURATION 2" MIN. FROM MASONRY EDGE ( (Typ.) Typ.) 31 (a:)VERTICAL CROSS SECTION EXTERIOR \� �2 0 SILL WIOUTSWING THRESHOLD O INTERtO � �1 VERTICAL CROSS SECTION INSWING CONFIGURATION C3 Iw SC6 IW as OATF- 04/11/ scALE: N.T.S. DWG. ffy.. EW cw By.. WWF DRAWING NO, FL -487 SHEET _2 OF 1-1/4" MIN, EMB. (TYP.) 37.5" MAX. OVERALL FRAME WIDTH —.25" MAX. SHIM THK. 'E' 25 (37 ?18 NOTE 3 34 31 10 14 13 INTERIOR EXTERIOR 24 36 35 12 a) HORIZONTAL CROSS SECTION �2 INSWING CONFIGURATION 2" MIN. FROM MASONRY EDGE ( (Typ.) Typ.) 31 (a:)VERTICAL CROSS SECTION EXTERIOR \� �2 0 SILL WIOUTSWING THRESHOLD O INTERtO � �1 VERTICAL CROSS SECTION INSWING CONFIGURATION C3 Iw SC6 IW as OATF- 04/11/ scALE: N.T.S. DWG. ffy.. EW cw By.. WWF DRAWING NO, FL -487 SHEET _2 OF m a n 'CoCmt4\ 0 O G O = J O b y>n u o u Z c= u a , agm� cs 4 3 a m a a ui o u v a FT 27 07 BRICK MOLD JAMa TYP.BS HEAD & 2X BUCK—/ 32 2X BUCK TYP. HEAD & 06 TZ. a{= U OJ DOOR FRAME—// N SEE NOTE 7 o m 0 n W O M 2 MASONRY OPENING MASONRY OPENING z 0 0 e 2X BUCK TO MASONRY DOOR FRAME TO BUCK ANCHORING w FOR SINGLE DOOR ANCHORING FOR SINGLE DOOR FRAME ANCHORING o 0 z CAT: 04 1 1 05 NOTES SCALE. N.T.S. '. owc. BY: Ey 1. ADJUST TAPCON LOCATIONS, IF NECESSARY, TO MAINTAIN A MINIMUM 2.0" CHK. BY: WWH CLEARANCE FROM MORTAR JOINTS. DRAWING Na: FL -487 sN¢r 3 of 5 4 28 Z v U c0 z 0 JAMBS' UQ 1.220" 1.562' 2.0" 1 �� L L �- .562" z M N M O0. z 2 N Om �o o T— m U N o S t E y Z p z o c � � mdaug8 I 1 TOP RAIL 13 HINGE STILE SUPPORTER O BOTTOM RAIL O BRICKMOLD a o $ MATERIAL: PVC COMPOSITE MATERIAL: LVL (POPLAR) MATERIAL: PVC COMPOSITE MATERIAL: FJ PINE � 3 (OPTIONAL) 5 k 0 cY ro 0 m 1.983" �o 0.187" 0.307" 1,907" ---{ 3.983" --j cgaoo { 0.103"-{ 0.103" I WgZ z ro�3 m co 4N�N7 � �D N cD N ® _ U —L T-- ® ® a ? 4 } LOCK m 16 STILE LD MATER AL PVC COMPOSITE I a MATERIAL'PVCCOMPOSITE 15 MATERIAL: LVL U(POPLAR) 18 MATERIAL: STEEL N N Z � O Vt 2.450" I 0 4.560' 1.220" 4.560" L F10 1 .678" — 2.435" ---{ w o � ILIa L -T_ z � oArE oa 11 os 'n LOCK BLOCK JAMB GUARD DOOR SWEEP O O 0 O O SCALY--: N.T.S. 17 MATERIAL: LVL POPLAR 20 MATERIAL: 040" THK. OPVC1 MG. er, EW (POPLAR) MATERIAL: 7 GALV. STEEL cNk. eY: WWH DRAMNG NO.: 19 SILL KEY 5' FL -487 MATERIAL: PC/ASA sNeEr 4 OF 5 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 FINGER -JOINT PINE (OPTIONAL) WOOD 8 OUTSWING THRESHOLD AL. / COMP. 9 COMPOSITE BOTTOM RAIL PVC 10 DOOR PANEL CORE FOAMED IN PLACE 2.5 LBS. / cu.ft. DENSI7Y POLYURETHANE 11 COMPOSITE TOP RAIL PVC 12 WEATHERSTRIP QEB0650 Q-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 0.098" THICK STEEL 19 SILL KEY PC_ / ASA ?0 JAMB GUARD 0.040" MIN. THICKNESS GALVANIZED STEEL STEEL 21 KWIKSET LATCH GRADE II STEEL 22 KWIKSET DEADBOLT GRADE 11 STEEL 23 STRIKE PLATE STEEL 24 HINGE TO DOOR SCREW #9 X 1.0" PFHWS (4 REQUIRED EACH HINGE) STEEL 25 HINGE TO BUCK SCREW #'10 X 2.0 PFHWS (i REQUIRED EACH HINGE) STEEL 26 STRIKE PLATE SCREW ;(L8 X 2.0" PFHWS (2 REQUIRED EACH STRIKE PLATE) STEEL 27 JAMB TO BUCK SCREW #8 X 2.5•• PFH SMS STEEL 28 ZX BUCK WOOD 29 SEALANT - 30 MAX. 1/4•• SHIM WOOD 31 MASONRY CONCRETE 32 3/16" x 2-3/4" TAPCON STEEL 33 3/16" z 2-114" TAPCON - STEEL 34 LITE FRAME SCREW #8 X 1-1/2" SELF THREADING STEEL 35 LITE FRAME ABS 36 1" INSULATED GLASS - 1/8" TEMPERED - AIR - 1/8" TEMPERED GLASS 37 #9 X 5/8" SCREW (3 REQUIRED EACH HINGE TO FRAME) STEEL L � 4.563" a d o W N>°M g° SIDE & HEAD JAMBS 2 3 4 MATERIAL: FJ PINE $ z° Z b gym° �s 5.625" as m« y LLj °° 5 a v g� ; ir1 S1 r ci M, i - _r a O IN -SWING THRESHOLD�z MATERIAL: ALUM. W/COMPOSITE SUBSTRATEca WSz oQ rf�Z m v qZ 4.563" x o d 4s o j M z o o q o �� O_ N OOUT -SWING THRESHOLD MATERIAL: ALUM. W/COMPOSITE SUBSTRATE SCREW PLUG LITE FRAME, SELF -THREADING SCREW INTERIOR 250" THICK SWIGGLE (TRUSEAL) TEMPERED GLASS .125" THICK (::'ii:i'i?:?r:i•i: i:•r1iF: i HOT MELT ADHESIVE / TEMPERED GLASS .125" THICK LITE FRAME, J" HOT MELT GLAZING COMPOUND EXTERIOR GLASS BITE wT� 04/11 G SCALEN.T.S. oxro. BY: . EW CHK. BY: WWI GLAZING DEFAIL ow,xING No.: 36 I" INSULATED GLASS FL -487 SHEET S OF