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HomeMy WebLinkAbout107 Whispering Pines CtJob Address: ill I I [Description of Work: Historie District: ----..-- Cfrl'Y OF SAINFORD PP.,RM Fr APPt.XCATION RECEIVED [Date: (_O al)ll / JAN 0 8 2007 Permit Type: Building -- Electrical ._—__ Mechanical ._-----_.. Plunnhing - Fire Sprinkler/Ala.n-n ^.— fool Electrical: New Service – 4 of AMPS AdditioniAlteration Change of Service _--_—..... Temporary Pole _ -- Mechanical: Residential _—_— Non -Residential ___ Iter}acetnent. NevV(Duct J.,ayout &Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of v, ,"V,'r & Seater Litres___.... # of Gas Lines Plumbing/New Residential: # of Water Closets �----- .... __ Plumbing Repair -- Residential of Commercial Occupancy Type: Residential Y — Commercial Industrial Total Sqttare Footage:. tConstruction Type: # of Stories: # of Dwelling Units: — Flood Zone: —_ (FEMA form required for other A an u) Parcel #: l l )- n I� (�I j /1 11, (Attach Proof ofOwnership& Legal Description) Owners Nance &Address:.]` .� t L�...�-a " L �LI�(�C rT Contractor Name & Address: � '�P- — —In 9 U _ Lam_ --f State License Number: Phone & Fax: `t© �— --- Contact Person: -- Bonding Company: --_--------- ---------- Address: ---- _.. Mortgage Lender: Address: Phone: Address: Application is hereby made to obtain a permit: to do the work and installations as indicated. I certify that no work or instaliation has commenced prior to the issuance of a portrait: and that all work will he performed to stremr, standards of all laws regulating construction in thts.�tarisdir-tion. I understand that a separate Permit roust he secured for ELECTRICAL WORK, PLIJMTRING, SIGNS, WELLS, POOLS, FURNACES, SOIi_ERS, HEATERS, TANKS, and ATR CONDITIONERS, etc, S 30 OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be dotter in camplia.oro with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCk?MRNT MAX RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU i INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDiNG YOUR NOTICE.. OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may he n,dditional restrictions applicable to this propartythat: may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management: districts, state agencies, or federal agencies. Acceptance of permit is verifirallon that i will notify the owner of the property of the requi .nr s of Florida Law, 1.3. Date - `-- Signautr or/A rn-----__. R Date Print Owner/Agent's Name Pri t .' ntr ctor ant's Signature of Notary State of Florida --- Date Signature of Notary -State of Flo is Dare DEBBIE BLANTON Owner/Agent is _ Person Known to Me or MY COMMISSION # DO 188491 _ Produced 10 ---°r ge-n �rp{s:Iyt111ltltf�^�fp(�7t to a or - _ _ jdj� 7 eed l � 1.800 -3 -NOTARY --..-ptt4otanp pinnoi tat AssVo—c Co. APPLICATION APPROVED BY: Bldg: _ 7°nt`ug'Utilities: _ (initial . pate) (Initial , Oat:e) -- — FD: _ - (Cnitial 8c Oate) (initial &pate) Special Conditions: LIMITED POWER OF ATTORNEY I hereby name and appoint: 1 Snu(kk–PrInted Name of Appointee Company Name of Appointee to be my lawfrd attorney-in-fact to act for me in applying to Government Commercial/Residential 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 appolntment: —— Section Township 6 Range - -5ba— Subdivision — Block Lot b' I w h � rel n o r ► nes CT _ �rk rlf zldiect Address Owner pf Property Signed:-- `_-- -- oertiRed contractor ei�fature Date: 11,1112 Certified Contractor.��thttt� T. Ae-&,- - printed name Contractor License #:_ CBG 1 �'0—qff State Of County 'fza v) // bod ore Heday of G2- QIi 7 bv (name of Wood) who is pen b ma or who has produced Z i' Notary F0FU" rdAftn%V0t2501Mv G� Phyllis J. Nicholas ? Commission #DD275024 N„• ae Expires: Dec 14, 2007 �9TFOF F�OQ�� Bonded Thru ""' Atlantic Bonding Co., Inc. From: Michelle Snyder To: Dan Decker Date: 1/4/2007 Time: 12:52:02 PM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 Total -.$717.92 Stock Sanford FR-fbgl 407-902-7864 0262 F. 0AV1!D Joei"sbw,.Cr•A..ABA FOPER'TY � ISE ...................................... SEMIAI6L� COI:IfiT-1rFPL. t5 b1 E_ �iasT sT 9ANFoat7 RL32'7711468 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-502-0000-1090 Number of Buildings: 1 Owner: DOYLE DIANNE & COLIN V Depreciated Bldg Value: $105,006 Mailing Address: 107 WHISPERING PINES CT Depreciated EXFT Value: $600 City,State,ZlpCode: SANFORD FL 32773 Land Value (Market): $26,600 Property Address: 107 WHISPERING PINES SANFORD 32771 Land Value Ag: $0 Subdivision Name: RAMBLEWOOD Just/Market Value: $132,206 Tax District: S1-SANFORD Assessed Value (SOH): $132,206 Exemptions: Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $132,206 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 05/2006 06275 0276 $198,000 Improved Yes WARRANTY DEED 02/2006 06148 0579 $100 Improved No WARRANTY DEED 07/2003 04926 1591 $107,000 Improved Yes SPECIAL 03/1999 03620 0727 $66,600 Improved No WARRANTY DEED SPECIAL 11/1998 03554 1372 $100 Improved No 2006 VALUE SUMMARY WARRANTY DEED 2006 Tax Bill Amount: $1,438 CERTIFICATE OF TITLE 10/1998 03523 1060 $100 Improved No 2006 Taxable Value: $73,058 WARRANTY DEED 03/1995 02893 0016 $73,500 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 07/1984 01568 1571 $56,600 Improved Yes CERTIFICATE OF 05/1984 01555 1170 $1,000 Improved No TITLE QUITCLAIM DEED 12/1982 01427 1709 $100 Improved No WARRANTY DEED 08/1982 01405 1961 $59,900 Improved Yes QUIT CLAIM DEED 04/1981 01329 1881 $2,000 Improved No WARRANTY DEED 04/1980 01273 1741 $49,300 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 109 RAMBLEWOOD PB 23 PGS 7 & LOT 0 0 1.000 26,600.00 $26,600 8 BUILDING INFORMATION Bld Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE CONC $105,006 $117,984 1980 6 1,185 1,631 1,185 FAMILY BLOCK Appendage / Sgft OPEN PORCH FINISHED/ 30 Appendage / Sgft GARAGE FINISHED / 416 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE http://www. scpafl.org/web/re_web.seminole_cotinty_title?PARCEL=1020305020000109... 1/4/2007 TRANSMISSION VERIFICATION REPORT TIME 0110212007 04:20 NAME DECKER DOORS FAX 4076967356 TEL 4076967356 SER.# BR0J6J532722 DATE.TIME 01102 04:19 FAX NO./NAME STACEY GUHR DURATION 00:00:50 PAGE(S) 03 RESULT OK MODE STANDARD ECM Doyle Residence 107 Whispering Pines Ct Sanford, FL 32773 Opening will meet 35 PSF +/- requirement ,xv—- Replace front entry door unit. M 0 * . M s .orida Building Code Online -r n http://www.floridabuilding.org/pr/pr app_gtl.aspx!Paranr=wvrcvn�. "4k rig ��''� F'3`+� 'fr,,�.•k *t �YF'J�^# ,'- i� " �mqy �s�t vy w� �� �" # i r) �`� ED a ttrme�.,i rao � r +�+ n 1 , tsca n�tr�raarn r,trsArrac`>`,oi;;}, qrA sirE!za k. Product Approval ;. .; USER: Public User Product Approval Menu > Product or Application Search > Application Lisk > 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@rwbidgconsultants.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 • 6/10/2006 4.55 1 orida 13uild'ing Code Online http://www.floridabuilding.orgipr/pr_app_gti.aspx!pmauu—w iic, v 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 _ Model, Number or. Name Description FL # 4389.1 ! a. Single "non -Impact" up to a 3'0 x 6'8 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: Evaluation Reports Approved for use outside HVHZ: Impact Resistant: PTID 4389T 4389.1 EVAL.pdf 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 4389 T 4389.3 EVAL.pdf j required to be protected with an Impact resistant PTLD 4389 T 4389.3 INST.pdf covering that complies with Section 1606.1.4 of the ! PTID 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 50.0 PSF ; PTID 4389 T_4389.5 EVAL.pdf (see 4389.1 EVAL for any additional size and use PTID 4389 T 4389.5 INST.pdf limitations). ! PTID 4389 T 4389.6 EVAL.pdf PTID 4389 T 4389.6INST.pdf PTID 4389 T 4389.7 EVAL.pdf -. .. _ PTID 4389 T 4389.7INST.pdf - ..._ 4389.2 b- Single "non -Impact" i .... ........ . .........._ ... - ... _ .-------- _..... up to a 3'0 x 6'8 Single with Boxed Sidelite (XO or Fiberglass Glazed Door with I OX) - "non -Impact" Glazed Fiberglass Door - Sidelite ........... - Inswing or Outswing _.._.._ _..-- ------- Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: iApproved for use outside HVHZ: Evaluation Reports 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 covering that complies with Section 1606.1.4 of the Florida Building Code. Maximum Design Pressure I 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 - "non -Impact" Glazed Fiberglass Door - Inswing or j i Sidelites Outswing Limits of Use (See Other) Installation Instructions i Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: j 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 4i1n111nnA n - cc I lorida Building Code Online http://www.floridabuilding.org/pvpr_app_gti.aspxrpaiatn—wv�vnw. - 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 j d. Double 'non -Impact" Fiberglass Glazed Door ------------ - - -- - -_... ­­-1-1- up . _._.up to a 6'0 x 6'8 Double (XX) - "non -Impact" Glazed Fiberglass Door - Inswing or Outswing _. -..._..._....____-- Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: I Verified By: Approved for use outside HVHZ: 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 covering that compiles with Section 1606.1.4 of the j 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: 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 4389.5 EVAL for any additional size and use limitations). up to a 6'0 x 6'8 Double with Boxed Sidelites (OXXO) - "non -Impact" Glazed Fiberglass Door - Inswing or Outswing Installation Instructions Verified By: Evaluation Reports 4389.6 f Single "non -Impact" up to.a 3'0 x 6'8 Single with Sidelite (XO or OX) - Fiberglass Glazed Door with i "non -Impact" Glazed Fiberglass Door - utilizing a i Sidelite and Continuous Head I Continuous Head and Sill - Inswing or Outswing and Sill j 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: +/- Other: This product meets the requirements for i the State of Florida excluding the "HVHZ". When I used in wind-borne debris regions this product is j required to be protected with an impact resistant ! j covering that complies with Section 1606.1.4 of the Florida Building Code. Maximum Design Pressure j ! Rating - Positive 50.0 PSF and Negative 50.0 PSF j (see 4389.6 EVAL for any additional size and use j limitations). 4389.7 g Single "non -Impact" up to a 3'0 x 68 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 -PA 6/10/2006 4.5 5 ' orida Building Code Online http://www.floridabWlding.org/pripi_app_au.aspxrparam�v�r _. _. . ... Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: !Verified By: Approved for use outside HVHZ: Evaluation Reports t• � Impact Reslstan : 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 5'0.0 PSF and Negative 50.0 PSF (see 4389.7 EVAL for any additional size and use limitations). Back I Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard rallahassee, 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: MORE � c• L/in/nnAL A. CCT 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 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. Wendell W. aney, E. FL No. 54158 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\pf741\Eval 4389. Ldoc Sheet 1 of 3 Ltations 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. i�tey, FL No. 54158 April 16, 2005 \\Rwbcmv\rwbc\proj 650 - 800\pf741\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 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 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\mbc\proj 650 - 800\pf741\Eva14389.1.doc Sheet 3 of 3 �� •� v/'�/ 40.0" O.A WIDTH n € 4\1 I N 'T E R N A T I O NAL w/ BRICK MOLD �� 37.5" MAX. OVERALL Ay - pi FRAME WIDTH E a 5 4621 192nd STREET EAST TACOMA, WA 98446 35.75" MAX. TEL: 253-875-7300 .'FAX: 253-875-7301 PANEL WIDTH U R m e m U Np6 ° 3'0 X 68 FIBERGLASS FULL LITE DOOR 1.0� MAXINSWING / OUTSWING w D.L.O. "NON -IMPACT" r a 12 � mo z z 3 J W O rig J QU to W O X xi20 K O 0 ¢ En z6 GENERAL NOTES o 0 y d to a Z a 1, THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE ro } WITH THE FLORIDA BUILDING CODE EXCLUDING THE "HIGH ai m VELOCITY HURRICANE ZONE". 00 °j 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 o 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 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 DESIGN PRESSURE RATINGS SINGLES (PSF) FURTHER ENGINEERING ANALYSIS. ¢ 0 0 TAB OF CONTENTS Z 1 TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTES aTE:04/11/05 2 L& I N A 1 NS N.T.S. 3 BUCK & FRAME ANCHORING 4 COMPONENTS �� �' � 5 BILL OF MATERIAL COMPONENTS & GLAZING DETAIL c xc. er: WWH orurwc No, FL -487 RUT 1 oP 5 OVERALL OVERALL GLASS '�� E1300-94 ASTM E7300—OZ FRAME DAY LIGHT DIMENSION DIMENSION TYPE POSITIVE NEGATIVE POSITIVE NEGATIVE 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 +50.0 —50.0 2 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 To 9 oI INTERIOR 2" MIN. FROM --MASONRY EDGE (TYP.) � �l VERTICAL CROSS SECTION \��2 0 SILL W/OUTSWING THRESHOLD 1-1/4" MIN. EMB. (TYP.) 37.5* MAX. OVERALL FRAME WIDTH .25" MAX. 16 SHIM THK SEE15 23 25 37 18 NOTE3 34 17 3i r 14 13 10 INTERIOR 32 24 EXTERIOR 12 12 3 21 27 2 HORIZONTAL CROSS SECTION 2 27 729 7 �2 INSWING CONFIGURATION z Q� 0 Lu C:;(n Is, EXTERIO INTERIO gXRUU NW z 35 36 W 34 z 0 Ln z 10 cr 9 5 Z",6 7W 6 29 F DATF-- 04/11/05 scALE: N.T.S. Owl. BY. EW VERTICAL CROSS SECTION UK BY: WWH MAW NO.: 2 INSWING CONFIGURATION FL -487 1%4ffT _L OF a � n o u o� a= 6" g" °FT Yq� '' • J b V a >„ 0 e:. 5: $ R .. a a m ° ioZ ° a Y m —e \ a OBRICK MOLD �JAMBS' HEAD & w 2X BUCK o 2X BUCK-1. DOOR FRAME N W o "' o MASONRY OPENING 0. MASONRY OPENING z 0 r m o f ,e 2X BUCK TO MASONRY DOOR FRAME TO BUCK ANCHORING w FOR SINGLE DOOR ANCHORING FOR SINGLE DOOR FRAME ANCHORING o 0 z wTE 04/11/05 NOTES: N.T.S. DM BY: EW 1. ADJUST TAPCON LOCATIONS, IF NECESSARY, TO MAINTAIN A MINIMUM 2.0" cw. By. WWH CLEARANCE FROM MORTAR JOINTS. ORMOC � FL-487 SHEET 3 GF_L_ U 4 ¢" e 6 . 28 �z 32 TYP. HEAD JAMBS SEE NOTE 1 'v roz 1.220• 1.562" 1.562' 2.0" LC ��1 � LO 1— a NLo 'In to �� c M U� M N Z n 8Rna $ g . 2 -; 1 1 TOP RAIL 13 HINGE STILE SUPPORTER 9 BOTTOM RAIL 7 BRICKMOLD MATERIAL: PVC COMPOSITE O MATERIAL: LVL (POPLAR) O MATERIAL: PVC COMPOSITE O MATERIAL: FJ PINE (OPTIONAL) kk 00b rn 1.983" O0 a 187" 0.307 � •' � 1.907" -I � csaoo 0.103" O-{ 0.103" 3.983" �-- —T }--I I —T �3 m co N [O N �� (Zn Z N lD N N � O O p x 4 U O O Zo O— T— O aI (nQa r LOCK STILE EDGE HINGE m GE LOCK STILE 16 MATERIAL- PVC COMPOSITE 14 MATERIAL: STILE OSUPPORTER PVCCOMPOSITE 15 MATERIAL: LVL (POPLAR) 18 MATERIAL: STEEL N D M m 3.5.. 2.450" 0 4.560" 1.220" � ❑ q O 1.678' 0 m o o O� o o O n 0 K BLOCK JAMB GUARD -DOOR S 7 7 EP MATERIAL LVL (POPLAR) 20 MATERIAL; .040" THK. O MATERIAL ePVC O O O GALV. STEEL 19 SILL KEY MATERAL' PC/ASA 4.560" 2.435" T wTF-- 04/11/0,' sc�: N.T.S. owc. BY: EW cmx. BY. WWH FL -487 4 OF_ ITEM DESCRIPTION MATERIAL I 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 OUTSMNG THRESHOLD AL / COMP. 9 COMPOSITE BOTTOM RAIL PVC 10 DOOR PANEL CORE FOAMED IN PLACE 2.5 LBS. / cu.ft. DENSITY POLYURETWWE 11 COMPOSITE TOP RAIL PVC 12 WEATHERSTRIP OEOD650 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 0.098' THICK STEEL 19 SILL KEY PC,/ ASA 20 JAMB GUARD 0.040" MIN. THICKNESS GALVANIZED STEEL STEEL 21 KWIKSET LATCH GRADE 11 STEEL 22 KWIKSE7 DEADSOLT GRADE 11 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 TO BUCK SCREW 18 X 2.5' PFH SMS STEEL 28 JZX 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' x 2-1/4' TAPCON STEEL 34.. LITE FRAME SCREW 18 X 1-1/2' SELF THREADING STEEL 35 UTE FRAME` ABS 36 1' INSULATED GLASS - 1/8" TEMPERED - AIR - 1/8" TEMPERED GLASS 37 19 X 5/8' SCREW (3 REQUIRED EACH HINGE TO FRAME) ISTEEL L {-- 4.563" -i N n 0 0&4 4 SIDE & HEAD JAMBS MATERIAL: FJ PINE — 5.625" to r OIN -SWING THRESHOLD MATERIAL: ALUM. W/COMPOSITE SUBSTRATE — 4.563" 0 OOUT -SWING THRESHOLD MATERIAL• ALUM. W/COMPOSITE SUBSTRATE SCREW PLUG LITE FRAME, SELF -THREADING SCREW INTERIOR / 250" THICK SWIGGLE (TRUSEAL) / - TEMPERED GLASS .125" THICK "- TEMPERED GLASS .125" THICK HOT MELT GLAZING COMPOUND 36) GLAZING DETAIL 1' INSULATED GLASS 0 tb N.T.S. BY. EW By. WWH NG NO -- FL -487 G -FL -487 5 GF 5