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HomeMy WebLinkAbout328 San Lanta CirCITY OF SANFORD PERMIT APPLICATION Application # : 9� 3 Submittal Date: Z1112i'/ 7 Job Address: Lff Value of Work: $ %4� • �/Z Parcel ID: 0 0 0 U ' /Q 5 0 Zoning: Historic District: Description of Work: Square Footage: ..........................................................•...................0...00...0.....9...9.............00....... Permit Type: Building D/ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ ' Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures '" # of Water & Sewer Lines # of Gas Lmes` = ' Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential' ❑ Commercial ❑ Occupancy Type: Residential 191-11 Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ..................................g............................................./........................0009............... Property Owner: Contractor: / JC'G—✓ �1�6 6LS L% / ��Ua /e Address:. �.� �J(��-- ,�rv� � •�- � Address: 22y Phone: 1/r, % 334 ��J' � �E-maiL Ph.nP7/0G 4936 State License Number: (�Y612-J7 Z12K Bonding Company: Mortgage Lender:— Address: Address- Architect/Engineer: Address: Plan Review Contact Person: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU 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 be additional restrictions applicable to this property that 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 verification that I will notify the owner of the property of the requirem is of Florida Lien LFS 713. 07 Signature of Owner/Agent Date Sigznature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: G^7 ot+YPGa�; ; Phyllis J. Nicholas Commission #DI)275024 _. Expires: Dec 14, 2007 4?saF F�oQ, Bonded Thru Contractor/Agent is i,/Personally'ICh'own to the Bondin Co., I Produced ID I ENG: BLDG: From: Michelle Snyder To: Dan Decker Date: 4/22/2007 Time: 12:41:56 PM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total -$1,030.42 Stock Sanford FR-fbgl 407-330-0387 0264 http://www.sepafl.org/web/re—web.seminole_county title "parcel -3 1193 150 500001090... 4/22/2007 DsmnJomNaam..CFA. ASA .x, <,•.1�,•r+ ,'yrt S �� �1°� ,� ��� � �•�'�' PROPERTY '"`/ APPRAISER <<E� . "x Mp iii .:i'.: 59rxuao>_E COUNTY n:. 1101 E. Feaeirsr - SANFOR0,F@.3"71.1468 23 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-505-0000-1090 Number of Buildings: 1 Owner: JOHNSON ALMORE JR & ELNORA B Depreciated Bldg Value: $109,407 Mailing Address: 328 SAN LANTA CIR Depreciated EXFT Value: $1,347 CIty,State,ZlpCode: SANFORD FL 32771 Land Value (Market): $27,000 Property Address: 328 SAN LANTA CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: SAN LANTA 3RD SEC Just/Market Value: $137,754 Tax District: S1-SANFORD Assessed Value (SOH): $62,063 Exemptions: 00 -HOMESTEAD (1997) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $37,063 Tax Estimator SALES Deed Date Book Page Amount Vaclimp Qualified WARRANTY DEED 09/1995 02973 0211 $63,000 Improved Yes 2006 VALUE SUMMARY WARRANTY DEED 06/1995 02930 0492 $10,500 Vacant Yes Tax Amount(without SOH): $2,007 QUIT CLAIM DEED 07/1992 02461 0047 $100 Vacant No 2006 Tax Bill Amount: $700 WARRANTY DEED 08/1986 01765 0512 $133,200 Vacant No Save Our Homes (SOH) Savings: $1,307 WARRANTY DEED 08/1986 01765 0511 $133,200 Vacant No 2006 Taxable Value: $35,549 WARRANTY DEED 07/1986 01751 1163 $28,800 Vacant No DOES NOT INCLUDE NON -AD VALOREM SPECIAL 04/1985 01636 0430 $37,500 Vacant No ASSESSMENTS WARRANTY DEED WARRANTY DEED 02/1984 01530 1829 $220,000 Vacant No 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 SAN LANTA 3RD SEC PB 13 LOT 0 0 1.000 27,000.00 $27,000 PG 75 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Type Fixtures Ext Wall Bid Value Num Bit New Bit SF SF SF 1 SINGLE 1995 6 1,064 1,464 1,064 CB/STUCCO $109,407 $114 562 FAMILY FINISH Appendage / Scift GARAGE FINISHED/ 336 Appendage / Scift OPEN PORCH FINISHED/ 64 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 SCREEN PORCH W/CONC FL 1999 216 $1,347 $1,836 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If ou recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www.sepafl.org/web/re—web.seminole_county title "parcel -3 1193 150 500001090... 4/22/2007 LIMITED POWER OF ATTORNEY 1 he y name and appoint: _—Printed Name of Appointee L Ki 1-1 L Company Name of Appointee to be my lawfh9 attomey-in-fact to act for me in applying to 1_r l �1� 61 J(� P �Jr(i Government CommerciallResidentiat 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: -3 I —Section 6 Township 2 / — age -S G S Subdivision 6 6 U D Block Lot Z� SCC w —LCZ u �'-----__ Project Address /l7li U /�U/J�---------Owner of Property %—J2-? Owner Address Signed:—_ OreGed eonbacbor eiprmturo Date:_ b 7 Stats of Florida ) County of F0RMPMW d &ftnW04250V& Certified Contractor:��h!'e / T.— printed name Contractor license #:_ CBG /ZS4S/q �L-- we E. Johnson Residence 328 San Lanta Cir. Sanford, FL 32771 Opening will meet 35 PSF +/- requirement •,E �. �� L. 4• i 4... ski-\' Replace front entry door unit. rERMIT#..- 7-1 A Florida Building Code Online 0 Pagel of 5 ON's MK 11c User ,,.'USER: Pub Product Approval Menu > Product or Application Search > Application List > Application Detail 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 FL4389-R1 Revision 2004 Approved 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 RegiE Licensed Florida Professional Engineer F Evaluation Report - Hardcopy RecE Wendell W. Haney PE- 54158 http://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsXypgIMj YJBy... 3/29/2007 .Florida Building Code Online Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ISummary of Products Page 2 of 5 National Accreditation and Managemei L.F. Schmidt, P.E. Standard Accepted Engineering Practice ASTM E1300 ASTM E330 Method 2 Option B 08/05/2005 08/05/2005 08/15/2005 08/24/2005 FL # Model, Number or Name Description 4389.1::::TFiberglas's . Single "non -Impact" Glazed Door up to a 3'0 x 6'8 Single (} Glazed Fiberglass 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 1609.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50.0 PSF (see 4389.1 EVAL for any additional size and use limitations). Installation Instruction Verified By: Evaluation Reports PTID 4389 R1 T 4389.: PTID 4389 R1 T 4389.: PTID 4389 R1 T 4389.: PTID 4389 R1 T 4389.: PTID 4389 R1 T 4389.: PTID 4389 R1 T 4389.: PTID 4389 R1 T 4389. PTID 4389 R1 T 4389., PTID 4389 R1 T 4389.' PTID 4389 R1 T 4389.! PTID 4389 R1 T 4389.E PTID 4389 R1 T 4389.1 PTID 4389 R1 T 4389.; PTID 4389 R1 T 4389.: http://www.floridabuilding.org/pr/pr_app_otl.4spx?param=wGEVXQwtDgsXypgIMj YJBy... 3/29/2007 Florida Building Code Online Page 3 of 5 4389.2 b. Single "non -Impact" up to a 3'0 x 6'8 Single w Fiberglass Glazed Door with or OX) - "non -Impact" Glz Sidelite Inswing or Outswing Limits of .Use (See Other) Installation Instruction 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 1609.1.4 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 68 Single w Fiberglass Glazed Door with (OXO) - "non -Impact" Gla Sidelites Inswing or Outswing Limits of Use (See Other) Installation Instruction 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 1609.1.4 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). 4389.4d. Double "non -Impact" up to a 6'0 x 6'8 Double Fiberglass Glazed Door Glazed Fiberglass Door - I Limits of Use (See Other) Installation Instruction 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 1609.1.4 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). http://www. flon'dabuilding.org/pr/pr_app_dtl . aspx?param=wGE V XQwtDgsXypgIMj YJBy... 3/29/2007 Florida Building Code Online . Page 4 of 5 4389.5 e. Double "non -Impact" up to a 6'0 x 6'8 Double v Fiberglass Glazed Door with (OXXO) - "non -Impact" G Sidelites Inswing or Outswing Limits of Use (See Other) Installation Instruction 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 1609.1.4 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). 4389.6 f. Single "non -Impact" up to a 3'0 x 6'8 Single w Fiberglass Glazed Door with - "non -Impact" Glazed Fit Sidelite and Continuous a Continuous Head and Si Head and Sill Outswing Limits of Use (See Other) Installation Instruction 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 1609.1.4 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 w Fiberglass Glazed Door with "non -Impact" Glazed Fibe Sidelites and Continuous Continuous Head and Sill Head and Sill Limits of Use (See Other) Installation Instruction 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 1609.1.4 of the Florida Building Code. Maximum Design http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsXypgIMj YJBy... 3/29/2007 Florida Building Code Online Page 5 of 5 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 Discl, Product Approval Accepts: PGtrec{ V;m►1Sly;n Strturnd YE Rift► http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsXypgIMjYJBy... 3/29/2007 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. dzellOW.aneey, E.FL.15 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\pf141\Eval 4389.1.doc Sheet I 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" Wendell i�tW. aney, FL No. 54158 April 16, 2005 \\Rwbcsry\rwbc\proj 650 - 800\pf741\Eva1 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 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\Eval 4389.1.doc Sheet 3 of 3 I N T E R 9—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 6'8 FIBERGLASS FULL LITE DOOR INSWING / OUTSWING "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. 3. 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 OF CONTENTS 1 TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTES 2 VERTICAL & RI ON A IONS 3 BUCK & FRAME ANCHORING 4 COMPONENTS 5 BILL OF MATERIAL COMPONENTS & GLAZING DETAIL 40.0' O.A WIDTH w/ BRICK MOLD -� 37.5" MAX. OVERALL FRAME WIDTH 35.75" MAX. PANEL WIDTH 21.0" � w 6 0 I m o J W D z C Eo O O � O s N � co ^� FULL LITE DOOR VIEWED FROM EXTERIOR DESIGN PRESSURE RATINGS SINGLES (PSF) az�" S22 �gZ zz poem Ad CL. a SME N.T.S. Dft BY. EW WK. art WWH FL -487 __L of 5 OVERALL OVERALL ASTM E1300-94 ASTM E1300-02 FRAME DAY LIGHT GLASS POSITIVE NEGATIVE POSITIVE NEGATIVE DIMENSION DIMENSION TYPE INSWING 37.50" x 81,625" 21.00". x 63.00" 1/8" TEMPERED AIR 1/8" TEMPERED +5D.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 az�" S22 �gZ zz poem Ad CL. a SME N.T.S. Dft BY. EW WK. art WWH FL -487 __L of 5 2 NOTES 1. DEADBOLT LOCATED ® 40.375" FROM TOP OF DOOR PANEL. 2. LOCKSEf LOCATED ® 45.875" FROM TOP OF DOOR PANEL. 3. HINGES (3) LOCATED ® 6.5" FROM TOP OF DOOR PANEL AND MAX. 31.0" ON CENTER. J _ ^ EXTERIOR X = 3 10 cn O N CO } VERTICAL CROSS SECTION 2 ® SILL W/OUTSWING THRESHOLD 1-1/4" MIN. EMB. (TYP.) 37.5" MAX. OVERALL FRAME WIDTH .25" MAX. SHIM THK. 16 SEE 15 23 25 37 18 NOTE 3 34 17 31 14 13 10 INTERIOR 32 24 EXTERIOR 35 36 12 1 12 2 HORIZONTAL CROSS SECTION 2 INSWING CONFIGURATION 31 2" MIN. FROM MASONRY EDGE (rYP.) J2 �3 O� INTERIOR 2 N W ro� 36 z^ \ m w Qa-:.- Lo U Lo &pZO NZ WqZ O � =w L- Qv7 cosi <� tp•J� W Np 0�0 4 FU t DAZE 04/11 C sc&E: N.T.S. DWO• BY. EW 1 VERTICAL CROSS SECTION cm er. WWI 2 INSWING CONFIGURATION DRAWING NO.: FL -487 sNEEr _�L OF e W W 0 _ O O 6.. 6„ °uW °z n° n FT m ° m 3 �mdaitb c 27 O BRICK MOLD a TYP. cn HEAD & z w 2X BUCK JAMBS�o �m 2X BUCK _ �grZ 'R": DOOR FRAME ce x—o m n Z 2 0 ^V �I c MASONRY OPENING MASONRY OPENING Z a ? a O m _ V) ZOO 2X BUCK TO MASONRY DOOR FRAME TO BUCK ANCHORING w FOR SINGLE DOOR ANCHORING FOR SINGLE DOOR FRAME ANCHORING a O Z DAM 04/11/05 NOTES: SCALE, N.T.S. owa BY: Ey 1. ADJUST TAPCON LOCATIONS, IF NECESSARY, TO MAINTAIN A MINIMUM 2.0" CHK. BY: WWH CLEARANCE FROM MORTAR JOINTS. op"NG NO.: FL -487 SHMT 3 OF 5 Z U z O 4 4" ,a e _ 28 �w 32 TYP. HEAD & JAMBS SEE NOTE 7 `v °Q � 1.220" L � 1.562" —j � L � 1.562" 2.0" Lo L J„"'C} N N Z 6 a Ln tD In t0 I2 to M - N O �— is R m `o Ci g g 89ooE ; 1 1 TOP RAIL 13 HINGE STILE SUPPORTER O BOTTOM RAIL O BRICKMOLD a 'm MATERIAL: PVC COMPOSITE MATERIAL: LVL (POPLAR) MATERIAL: PVC COMPOSITE MATERIAL: E IAL: FJ PINE E m 1.983" j-0 a v> � 0.187" 307" 1.907" 0.103" . 3.983"— 0.103" 1r oco o D ID J� T— NN O tn N N O z o 1 0] 16 OSTILE EDGE HINGE STILE EDGE LOCK STILE SUPPORTER ATERALPVCCOMPOSITE 14 MATERIALPVCCOMPOSITE 15 MATERIAL: LVL M(POPLAR) 18 MATERIAL: STEEL— .C,4 TEELN N O N m —1 3.5" 2.450" [:-7 0 4.550' 1.220" 4.560" ❑ ❑ 0 1.678" � 2.435" rw- CIO0 0 I o o a n 7 z DATE.- 04/11/05 SCALE N.T.S. 317 LOCK BLOCK ZO JAMB GUARD O DOOR SWEEP O O O O O By Ey MATERIAL: LVL (POPLAR) MATERIAL: 040." 7H—K. MATERIAL: PVC 1 GALV. STEEL aa. BY. WWH - DRNMNC NO.: 19 SILL KEY 5 FL -487 MATERIAL: PC/ASA sir 4 8 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 1 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. DENSITY POLYURETHANE 11 COMPOSITE TOP RAIL PVC 12 WEATHERSTRIP QEBD650 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 21 KWIKSET LATCH GRADE 11 STEEL 22 KWIKSET DFAOBOLT GRADE R 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 JIO X 2.0 PFHWS (1 REQUIRED EACH HINGE) STEEL . 26 STRIKE PLATE SCREW SYS 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 J2 3/16" x 2-3/4" TAPCON STEEL 33 3/16' x 2-1/4" TAPCON STEEL 34 LITE FRAME SCREW $8 X 1-1/2" SELF THREADING STEEL 35 LTTE FRAME ABS 36 1' INSULATED GLASS - 1/8' TEMPERED - AIR - 1/8" TEMPERED GLASS 37 /9 X 5/6" SCREW (3 REQUIRED EACH HINGE TO FRAME) ISTEEL N 1T R i n O COOSIDE & HEAD JAMBS MATERIAL: FJ PINE 5.625" in r 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 INTERIOR �250" THICK SWIGGLE (1RUSEAL) /- TEMPERED GLASS .125' THICK 36 GLAZING DETAIL 1 " INSULATED GLASS O m. SC&F— N.T.S. M.G. BY. EW cwc BY. WWH WAPoN7 NO.: FL -487 �¢ iirrr}:i?::i............ O 1 HOT MELT ADHESIVE TEMPERED GLASS .125" THICK LITE FRAME, 0.5" HOT MELT GLAZING COMPOUND EXTERIOR GLASS BITE 36 GLAZING DETAIL 1 " INSULATED GLASS O m. SC&F— N.T.S. M.G. BY. EW cwc BY. WWH WAPoN7 NO.: FL -487