Loading...
HomeMy WebLinkAbout101 Quail Ridge CtCITY OF 5ANFORP PERWT APPLI(CATXON # Date: Job Address; () I_._ ►1 C-1 Description of Worl(. —Kep-Lolc Histode Ristriev: . ..... 7 ow, A- Mork. g: s ­ Permit Type: Building Electrical.-- Mechanical Fire Sprinkler/Aharm pool Electrical: New Scivice - VY of AMPS__.___....:...._ing,0 of Sex Mechanical: Residential Non-Residentialc)j, .viee­­_ Temporary Pole-— ---- Repiacaxi)ent New _­,­,­ (Duct Layout & Erierp Plumbing/ New Commercial: # of Fixtures�'l Of W"'t(-,'r & S(W0r U'108---.----41' of Gas Lines y Cale. Required) Plumbing/New Residential: # of Water Closets PhIT"hing RePair - Rasidential or Commercial Occupaney'rype: Residential Y Total 9 Construction Type: # ofsjoj.jeq: qnare Footage: Of J)Wellillg U018: Flood Zone: (VEMA form Oequh d f !'arcs!#35693D-5c--NNW M"nom S , oq5 OD (Af.T.Acb Pj,00f Of OVMersjjlp & L'19Rl Description) Owners Name 8, Ad(Irl-IM, )r -\p C rl-Nn f? Contractor Name & Address: State License Numher: phol k. FA%tjbT contArt Pornow Bonding Phone: Ad rase' 0 Company a0TJO Mortgage Lender: Address: Arobitept/Rngineer: Phone: Address: Fax: Aj.'PhCadon is hereby made to obtain a permit jo d � 0 the work and in'91,11Ations as Indicated, I rariif' that no work or insWlalinn bas commenced prior to the issuance, of a Poln't alld that 0111 work will be performed to meol, stood ards of alt laws rcgtRtatitai{ AI migqt he secured for ET-rCTRICAL WORK, PLT.JMBjN(.1, 9T(, collstnAct 'all In this un'dcrstalld that a separate AIR CONDITIONERS, er,42, . WELLq, POOLS, FjjR7\1ACVS, 8011.EIRS, HEATERS, TANKS, and OWNEP"SAEEIRAY"ll: I eertifY that all of the foregoing info ",al:1011 is accairatn and that, all work will be 4ona in a0ropiliWlre with all construction and zoning. WARNING TO OWNER: YOUlk FAII L)RE TO RECORD A NOTICE aPPI""Obic laws feguiRting OF COMMENCEWN"I'MAY RESLiij IN YOUR PAYING' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF yO"U INTENT) TO OTITAEN FINANCIN0, CONSULT Wr77.f YOUR UNDER OR AN ATTORNEY WOR' RECORDITNIC4 YOUR NOT"! 01" COMMI'-iNCEWINT. N -QF -QF--: in addition to the reqwramn",q Of tbiA Permit, there.-. r1my he additional ra,'SIT 01 this 00"MY, and there M, ay be additional permits requiredfrom other POWT11111011til eyltities Acceptance of permit i,, veriflk1joll tbil I will [lotir, .1 tile owner' Of I he 11),operf"y F)f 1:110 pe .41 Signature of Owner/Agent Date. Print Owner/Agent's — ,gent's NaMe. Sigl)atln'c of Notary -state of Florida Owner/Agniv. is ,.-- Personally Kj)oj,, to Me or Produced in APPLICATION APPROVED T3V, Bldg: Zoning! (Tri, ,i, Rc Date) 91leckkl Conditions: to t1lis 131`01,10171Y 11141: May be found In the public records of r�onoont districts, state Ageo(,,i4,j, or fe4erR, Agonejol M _q= 0" 1�919 Pnwalsq. r*sn) - FD: (Initial & Date) iWi-i C) -'—t.") LIMITED POWER OF ATTORNEY I hereby name and appoint: A&CL-C l L 5OL&�:—Printed Name of Appointee roLc_-? 5�Eaf vf Company Name of Appointee to be my lawful attomey-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 appointment: 3a_ Section Township Range—s— �— Subdivision bh-D—D—Block Lot _SI� —__Project Address v=h— -L`.-0---- ----towner of Property L1—L�k—�� c �(� Owner Address Signed:—_ 4wa r LX aaN6ed coneracbor aipnatun► Date: / Certified Contractor.��hi�/ T- I1,t�llrr — prinbd name Contractor License #:_ C'BG /ZSDy� f_— State of ) County of � ) to end _ e this � day of by (name of persona admeWledged) tome or who has produoed (identification). Comma" wpm: Y PV FOAMPOwrdObnyn04MV& Phyllis .Nicholas *: Commission #DD275024 Ex ires: Dec 14, 2007 i9rF OF F�OQ�� p Bonded Thru Atlantic Bonding Co., Inc. From: Michelle Snyder To: Dan Decker Date: 1/30/2007 Time: 11:52:28 AM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total -$1,131.74 Stock Sanford FR-fbgl 407-323-4932 nncA http://www.scpafl.org/web/re_web.seminolc_county_title?parcel=3219305GS000025A... 1/30/2007 II ,> DAVID JoPiir gott..C.h'A. ASA - PROPERTY APPRAISER SMAlNOLE COUNTY t1. CR *$A 1106 E. FIRST ST .. -- SANFORD. FL 32771-146a xlfl7-£C5-7506 fy' 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-30-5GS-0000-25A0 Number of Buildings: 1 Owner: ABRAIRA CHARLES J & JUNE R Depreciated Bldg Value: $158,193 Mailing Address: 101 QUAIL RIDGE CT Depreciated EXFT Value: $900 CIty,State,ZlpCode: SANFORD FL 32771 Land Value (Market): $40,000 Property Address: 101 QUAIL RIDGE CT SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYWOOD REPLAT Just/Market Value: $199,093 Tax District: S1-SANFORD Assessed Value (SOH): $91,690 Exemptions: 00 -HOMESTEAD (1994) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $66,690 Tax Estimator 2006 VALUE SUMMARY SALES Tax Value(without SOH): $3,214 Deed Date Book Page Amount Vac/imp Qualified 2006 Tax Bill Amount: $1,269 WARRANTY DEED 06/1985 01647 1241 $71,100 Improved Yes Save Our Homes (SON) Savings: $1,945 2006 Taxable Value: $64,454 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... -� Method Units Price Value LOT 25A (LESS RD) KAYWOOD REPLAT PB LOT 0 0 1.000 40,000.00 $40,000 30 PGS 27 & 28 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 1985 6 1,498 2,070 1,498 CB/STUCCO $158,193 $172,889 FAMILY FINISH Appendage / Scift GARAGE FINISHED /552 Appendage / Scift OPEN PORCH FINISHED/ 20 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Descrlption Year Bit Units EXFT Value Est. Cost New FIREPLACE 1985 1 $900 $2.000 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 ear's property tax will be based on JustlMarket value. http://www.scpafl.org/web/re_web.seminolc_county_title?parcel=3219305GS000025A... 1/30/2007 DETAIL STARTS HERE INSTALL PURCHASE ORDERS Date: 01/24/2007 Page: 1 FROM: HOME DEPOT U.S.A., INC. FAX: (800) 426-6791 STORE 6331: ALAFAYA PHONE: (800) 908-9105 Ext. 350 N ALAFAYA TRAIL ORLANDO, FL 32828 ________====(Use this number to invoice The Home Depot) P.O. Nbr 31431127=====__ For customer: REGISTER, CHRISTY=====__ 235-045 PATIO DOORS (NATIONAL) INSTALLATION SITE: REGISTER, CHRISTY 1447 PALOMINO WAY OVIEDO, FL 32765 CUSTOMER NAME: CHRISTY REGISTER PHONE: (407) 282-1646 WORK ORDER: 125347 REF #: I23 No merchandise selected. PHONE: (407) 365-5457 Ext. TRIP CHARGE: $100.00 Ext MERCHANDISE WILL ARRIVE AT SITE VIA THE FOLLOWING: PATIO DOORS (NATIONAL) BASIC INSTALLATION LABOR INCLUDES: HINGED PATIO -UP TO 72"X 80" Quantity: 0.00 UM: EA Price Ea.: $376.00 Extension: SPECIAL INSTRUCTIONS: PO TO DO CUSTOM WORK TO THE BUCK STRIPS TO BE ABLE TO DO INSTALL INSTALLATION LABOR SUB -TOTAL: RETAIL MARKDOWN ( °s) INSTALLATION LABOR TOTAL: $0.00 $0.00 $0.00 $0.00 00009990 P.O. Nbr 31431127=====__ Abraira Residence 101 Quail Ridge Ct Sanford, FL 32770 Opening will meet 35 PSF +/- requirement Replace front entry door unit. ✓. R rids .Building Code Online http://www.floridabuilding.org/pr/pi_app_gti.aspxtpar-am=wvm v x%�z. P i rfi 8 iu2 i 3��y iYF✓k$h9{�2�3f fIW �� r�i�. v �� � "�4i,��i �� 4 h�-,"' % �' ( S . r'hSa7 dor � {� �. t f :Uaa ,x 1. iie� iiii��YY�� {n'$YF i a' f� r t ) ✓' � ry '� 4 �,� s'�":�+�a'a�S��, ��'k�:";���Z�dMa,. �'���,'���� �',���s rx :� rr�r,,,,��Yt .iTG�tiri"S�.I •xr7€3s f��,,.Y.i �r�"RY!(ij��tt Yffd%iC fiit�al-���'n'£tiz 3,t� 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 r - 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 -r ^ 6/1()/?fi()6 4-;5 1 -ida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised summary of Products http-,//www.floridabuilding.org(pr/pr�_app__pu.aspx rpm mxr-w%jjr_ . Method 1 Option D 04/20/2005 04/22/2005 04/29/2005 05/12/2005 08/05/2005 FL # Model, Number or. Name Description 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 -...__ .. _-I Limits of Use (See Other) I Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 4389 T_4389.1 EVAL.pdf Design Pressure:+J- PTID 4389 T 4389.1 INST.pdf Other: This product meets the requirements for PTID 4389 T4389.2 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 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 50.0 PSF PTID 4389 T 4389.5 EVAL,pdf (see 4389.1 EVAL for any additional size and use PTID4389 T 4389.5 INST.pdf limitations). PTID 4389 T 4389.6 EVAL.pdf PTID 4389 T 4389,6INS T.por PTID 4389 T 4389.7 EVAL.pdf PTID 4389 T 4389.7 INST.pdf '4389.2 b. Single 'non -Impact" 1 up to a 3'0 x 6'8 Single with Boxed Sidelite (XO or ` Fiberglass Glazed Door with - "non -Impact" Glazed Fiberglass Door - i Sidelite �OX) Inswing or Outswing Limits of Use (See Other) I Installation Instructions I Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: i Evaluation Reports Impact Resistant: 1 f iDesign 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 complies with Section 1606.1.4 of the I Florida Building Code. Maximum Design Pressure i Rating - Positive 55.0 PSF and Negative 55.0 PSF I j (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 I Sidelites Outswing i Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: j 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 471 A/1AA4 A -GC 1 -ida Building Code Online http://www.floridabuilding.org/pr/pr app_an.aspx(parazn-w.TnY.wz- 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 i limitations). -- --- - -- -- --- - ---- - 14389.4 d Double "non -Impact" r -- - -- -- - ----- ------ - — - -- up to a 6'0 x 6'8 Double (XX) - "non -Impact" Glazed Fiberglass Glazed Door i Fiberglass Door - Inswing or Outswing [Limits of Use (See Other) ( Installation Instructions. Approved for use in HVHZ: Verified By: i 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 j Florida Building Code. Maximum Design Pressure I Rating - Positive 50.0 PSF and Negative 50.0 PSF (see 4389.4 EVAL for any additional size and use limitations). 4389.5 1 e. Double "non -Impact" i up to a 6'0 x 6'8 Double with Boxed Sidelites Fiberglass Glazed Door with ' (OXXO) - "non -Impact" Glazed Fiberglass Door - Sidelites 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 i 1 used in wind-borne debris regions this product is required to be protected with an impact resistant i covering that complies with Section 1606.1.4 '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 i limitations). 4389.6 f f. Single "non -Impact" up to.a 3'0 x 6'8 Single with Sidelite (XO or OX) - Fiberglass Glazed Door with 1' non -Impact" Glazed Fiberglass Door - utilizing a ! Sidelite and Continuous Head I Continuous Head and Sill - Inswing or Outswing and Sill 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: +/- j 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 j Florida Building Code. Maximum Design Pressure 1 Rating - Positive 50.0 PSF and Negative 50.0 PSF i (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 -IrA 6/10/2006 4.55' dda Building Code Online http://www.floridabuilding.org/pr/pr_app_au.aspx rparam=w%jr_ v,,,V. 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 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: r• u,Ainnnc n.ccr �a 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 192nd 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 \\Rwbcsrv\rwbc\prof 650 - 800\pf141\Eval 4389.1.doc April 16, 2005 Sheet l of 3 Limitations 1. The Trinity Glass International Glazed Fiberglass "Non -Impact" In -swing or Oat -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 O.A. Frame Dimensions 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" \\Rwbcsry\rwbc\prof 650 - 8001pf741\Eva14389.1.doc Wendell i��W. aney, FL No. 54158 April 16, 2005 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 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\pf741\Eva14389.1.doc Sheet 3 of 3 40.0" O.A WIDTH n v w/ BRICK MOLD INTERNATI0NAL 37.5" MAX. OVERALL o FRAME WIDTH 8 Iml, •c4621 192nd STREET EAST TACOMA, WA 98446 35.75" MAX.TEL: 253-875-7300 . FAX: 253-875-7301 PANEL WIDTH3'0 X 6'8 FIBERGLASS 21.0" FULL LITE DOOR MAX, INSWING / OUTSWING w D.L.O. Zai "NON -IMPACT" z N "� w xz og 27 LL Z �� 96 CWy cn a Wlo c GENERAL N0g 1, THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE EXCLUDING THE "HIGH �y m VELOCITY HURRICANE ZONE". °p 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. ul 3. WHEN USED IN AREAS REQUIRING WINO -BORNE DEBRIS o PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH in 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 lz FURTHER ENGINEERING ANALYSIS. DESIGN PRESSURE RATINGS SINGLES (PSF) TAB OF CONTENT 1 TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTES OAre:04/11/05 2 VERTICAL & RI ON A IONS � N.T.S. 3 BUCK & FRAME ANCHORING 4 COMPONENTS owc. BY'• EW 5 BILL OF MATERIAL COMPONENTS & GLAZING DETAIL Oma. BY: WWH ort�wac No.: FL -487 sir 1 OF 5 OVERALL OVERALL GLASS ASTM E1300-94 ASTM E1300-02 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 OUTSWfNG 37.50" x 80.50" 21.00" x 63.00" +50.0 -50.0 +50.0 -50.0 2 NOTES 1. DEADBOLT LOCATED ® 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. J _ ^ EXTERIOR 0 Z x�3 10 g� 9 Lo 31 ofro 2" MIN. FROM MASONRY EDGE � (TYP.) 1 VERTICAL CROSS SECTION 2 0 SILL W/OUTSWING THRESHOLD 1-1/4" MIN. EMB. (TYP.) 37.5" MAX. OVERALL FRAME WIDTH — 25" MAX. SHIM THK.SE 16 25 37 18 NO EE 3 34 17 15 23 3i 14 13 10 INTERIOR 24 EXTERIOR 32 35 36 1 i1 12 n 12 l 1 1 HORIZONTAL CROSS SECTION 2 INSWING CONFIGURATION 32 VERTICAL CROSS SECTION 2 INSWING CONFIGURATION DAm- 04/11/0 S -E-, N.T.S. DWO• ef: EW cm BY: WWI DRMAND NO.: FL -487 SHEET 'J� of = � z-� N o U lV •• a C d Z \m 8�a€SS a TWa m c 1 VERTICAL CROSS SECTION 2 0 SILL W/OUTSWING THRESHOLD 1-1/4" MIN. EMB. (TYP.) 37.5" MAX. OVERALL FRAME WIDTH — 25" MAX. SHIM THK.SE 16 25 37 18 NO EE 3 34 17 15 23 3i 14 13 10 INTERIOR 24 EXTERIOR 32 35 36 1 i1 12 n 12 l 1 1 HORIZONTAL CROSS SECTION 2 INSWING CONFIGURATION 32 VERTICAL CROSS SECTION 2 INSWING CONFIGURATION DAm- 04/11/0 S -E-, N.T.S. DWO• ef: EW cm BY: WWI DRMAND NO.: FL -487 SHEET 'J� of = W e Op _ ° 6„ °O ° 6'� a m FT Z °Z 3 a • ._ m 3 e p A — i- 27 c O BRICK MOLD a s NP. HEAD JAMBS got 2X BUCK 2X BUCK — OWL yam�. Y= z DOOR FRAME � � ��o � m� ti o cz w N w o V 0 MASONRY OPENING MASONRY OPENING z o z q � r m cn ! — — z V! ! 't 2X BUCK TO MASONRY DOOR FRA E TO BUCK ANCHORIN F FOR SINGLE DOOR ANCHORING FOR SINGLE DOOR FRAME ANCHORING o 0 z w� 04/11/05 NorEs• N.T.S. � BY. EW 1. ADJUST TAPCON LOCATIONS, IF NECESSARY, TO MAINTAIN A MINIMUM 2.0" CHK. 9Y: WWH CLEARANCE FROM MORTAR JOINTS. OPMNO No.: FL-487 sKccr 3 ov 5 � 4 4" Ala O F 4 28 xxj ¢W �Z 32 NP. HEAD & JAMBS SEE NOTE 1 � �o L � 1.562" —j � 1.220" L � 1.562" �j L � 2.0" i I ko N o N M M Ngm—T O T- 11 TOP RAIL MATERIAL: PVC COMPOSITE 16 LOCK STILE EDGE MATERIAL: PVC COMPOSITE 13 HINGE STILE SUPPORTER MATERIAL: LVL (POPLAR) --{ 0.307" �I.{I 0.103" aA N N N 14 HINGE STILE EDGE MATERIAL: PVC COMPOSITE OBOTTOM RAIL MATERIAL: PVC COMPOSITE r— 1.907" --{ 15 LOCK STILE SUPPORTER MATERIAL: LVL (POPLAR) N 3.5° 2.450" -- 0 � 0 4.560" –{ 1.220" d F1 � q 1.678" GoGo LOCK BLOCK JAMB a o n 0 17 MATERIAL: LVL (POPLAR) (B-MATERIAL;R040" THK. O MATERIAL: PVC O O O GALV. STEEL SILL KEY 19 MATERIAL: PC/ASA OBRICKMOLD MATERIAL: FJ PINE (OPTIONAL) 00a rn 1.983" I O ®� O O O ® Q O O 18 HINGE MATERIAL: STEEL 4.560" 2.435" z w 0 0 U .T 11 DAM 04/11/0,' U-) Fs I-- N.T.S. 1 owc. BY: EW CHK, UY. WWH FL -487 SKEET _.L of 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 1 DOOR BOTTOM SWEEP PVC 7 BRICK MOLD FINGER—JOINT PINE (OPTIONAL) WOOD e OUTSWING THRESHOLD AL / COMP. 9 COMPOSITE BOTTOM RAIL PVC_ 10 DOOR PANEL CORE FOAMED IN PLACE 2.5 LBS. / cu.R. DENSITY POLYURETHANE 11 COMPOSITE TOP RAIL PVC 12 WEATHERSTRIP GE90650 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 20 JAMB GUARD 0.040" MIN. THICKNESS GALVANIZED STEEL STEEL Y1 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 (1 REQUIRED EACH HINGE) STEEL 26 STRIKE PLATE SCREW #8 X 2.0' PFHWS (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 32 3/16" x 2-3/4" TAPCON STEEL 33 3/16" x 2-1/4" TAPCON STEEL 34 LITE FRAME SCREW #8 X 1-112' SELF THREADING STEEL 35 LITE FRAME - ABS 36 1" INSULATED GLASS — 1/8' TEMPERED — AIR — 1/8" TEMPERED IGLASS 37 J9 X 5/8" SCREW (3 REQUIRED EACH HINGE TO FRAME) I STEEL 4.563" Lo cq T f � t` O 2 3 4 SIDE & HEAD JAMBS MATERIAL: FJ PINE 5.625" Lo t` M, OIN—SWING THRESHOLD MATERIAL: ALUM. W/COMPOSITE SUBSTRATE 4.563" O OOUT—SWING THRESHOLD MATERIAL: ALUM. W/COMPOSITE SUBSTRATE SCREW PLUG LITE FRAME,—,,,,SELF—THREADING SCREW INTERIOR250" THICK SWIGGLE (TRUSEAL) �/-- TEMPERED GLASS .125" THICK iii:i4:.ibi:•i:•trc, ci:;r 1 C14 HOT MELT ADHESIVE k TEMPERED GLASS .125" THICK LITE FRAME, HOT MELT GLAZING COMPOUND 01TE 04 11 C EXTERIOR 0'S" sf:A & N.T.S. GLASS BITE ow. erg EW CHIC M wt 36 GLAZING DETAIL DRAMNO NO.: 1" INSULATED GLASS FL -487 — 5 of