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HomeMy WebLinkAbout156 Casa Marina PlCITY OF SANFORD PERMIT APPLICATION Application 9:_ O / �p 7 n� Submittal Date: Job Address: /S-( 0 Gt SCS IV �� Y't hG ��, Value of Work: $ f �l 6 Parcel ID: 2 -Ci _19 - 3) "S-6 I `o 60n - 0211 O Zoning: Historic District: Description of Work: IC i 1AYk f -66d EASEL II d 6b ✓' Square Footage: _ ........................................................................................................................ Permit Type: Building 1111� 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 Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential M-*" Commercial ❑ Industrial ❑ Construction Type: # of Stories: # of Dwelling Units: Plumbing Repair — Residential ❑ Commercial ❑ Occupancy Use Group(s): Flood Zone: (FEMA form required) .............................................................................�..........j............................... Property Owner: It) 11Lt d IJ(.I S s Contractor: Address: l �� �11(�tr ���1' /11. �I Address: I�4 7Z 3 'Z 6 Phone:.1t i 11 -CS�J� E-mail: Phone: IcN State License Number: OXL1 /Z) -6Zr1 c/ Bonding Company: Address Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: 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 requir ents of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/ -Agent e Print Owner/Agent's Name t Contractor/Agent's Name 71o, l �( Z2_100 Signature of Notary -State of Florida Date Sign ture of Notary St to of Florida bate Phyllis J. Nicholas Commission OD275024 Na:a Expires: Dec 1412007 '9TFOF F�OQ�` Bonded Thru " ' tlanti B ding Co., Inc. Owner/Agent is _ Personally Known to Me or Contractor/Agent is ✓Personally [�nowncf0 l ( or _ Produced ID Produced ID APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: Rev 02/2007 From: Michelle Snyder To: Dan Decker Date: 4/17/2007 Time: 10:51:38 PM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total -$1,907.68 ETA:04/25 Sanford TP-fbgl 407-322-0886 0262 http://www.sepafl.org/web/re_web.seminole_county_title?parcel=29193150100000290... 4/17/2007 C}Aviv JoHmsom. CJ A. ASA PROPERTY ~ <' APPRAISER _ SEMINOLE OOUNTY F'L. 1 lot t=. PtSMT ST SANFORD FL !'7f 407.665-7546 , 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 29-19-31-501-0000-0290 Number of Buildings: 1 Owner: DOSS MILAD F & MARGARET S Depreciated Bldg Value: $213,797 Mailing Address: 156 CASA MARINA PL Depreciated EXFT Value: $0 Clty,State,ZipCode: SANFORD FL 32771 Land Value (Market): $43,000 Property Address: 156 CASA MARINA PL SANFORD 32771 Land Value Ag: $0 Subdivision Name: CELERY KEY Just/Market Value: $256,797 Tax District: S1-SANFORD Assessed Value (SOH): $238,989 Exemptions: 00 -HOMESTEAD (2006) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $213,989 Tax Estimator 2006 VALUE SUMMARY Tax Amount(wlthout SOH): $4,097 SALES 2006 Tax Bill Amount: $4,097 Deed Date Book Page Amount Vac/Imp Qualified Save Our Homes (SOH) WARRANTY DEED 02/2005 05681 0136 $253,100 Improved Yes Savings: $0 Find Comparable Sales within this Subdivision 2006 Taxable Value: $208,160 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... -• Method Units Price Value LOT 0 0 1.000 43,000.00 $43,000 LOT 29 CELERY KEY PB 64 PGS 85 - 96 BUILDING INFORMATION Bid Year Base Gross Living Bid Type Fixtures Est. Cost Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2005 10 1,690 3,468 2,844 CB/STUCCO $213,797 $215,957 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED/ 128 Appendage / Sgft OPEN PORCH FINISHED / 76 Appendage / Sgft GARAGE FINISHED /420 Appendage / Sgft UPPER STORY FINISHED / 1154 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.sepafl.org/web/re_web.seminole_county_title?parcel=29193150100000290... 4/17/2007 LIMITED POWER OF ATTORNEY I hereby name and appoint: i U / /Ji JI G l ��-( —Printed Name of Appointee K D6 6 ' 'S: -1h c-, 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: — 2 Section Township —�� — Range J 0 / Subdivision (1/)0 Block Pif 6 Lot 00i Kc (m( 'ia_ /1 N_—_--- Project Address jj_, '- 'S 1_ -- — ---Owner of Property A� , f G hl rl7 G.- F/. ltk�/ V l / L� 2 % / Owner Address ow*W contactor sijaturr Date: /. / `� b� Certified Conb-actocj! nt !4_.L,_ &L44r - printed nano Contractor Lioense#:_ Stats of 1! , ,) County of2 L�'(�Q�t)` $won, to=i Gday of /: (narrM 0( per#a aditwwledged) YM110 QehOntr e9Y Iin01M to me or who has produced �, 1 No" Public / - Cammieem eprew F0F6Vowrd W=n.QPWM1W BRYANT K. ROBINSON MY COMMISSION # DD 269995 EXPIRES: November 25, 2007 e Bonded Thru Notary POO Underwriters Doss Residence 156 Casa Marina Place Sanford, FL 32771 Replace rear entry door unit. Opening will meet 35 PSF +/- requirement I . .vA. ­AA5 vvuc V1ut11G tlttp://www.floridabuilding. org/pr/pr_app_dtl. aspx?param---wGEVX( lim= SCIS Nome Log In Hot Topics; Submit Surcharge" Stats & Facts; Publications! FBC Staff; BCIS Site MaP l Linksl Search` Product Approval Menu > Product or Application Search > Application List > 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 FL4764 New 2004 Approved F Plastpro Inc. / Nanya Plastics Corp. 9 Peach Tree Hill Road Livingston, N3 07039 (440) 969-9773 ext 16 RonOConnell@plastproinc.com Ron O'Connell RonOConnell@plastproinc.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Wendell W. HAney PE -54158 National Accreditation and Management Institute L.F. Schmidt, P.E. Standard Year Accepted Engineering Practice 2004 ASTM E1300 2002 ASTM E330 2002 110nd builmng uoue Unlme Sections from the Code http://www.floridabt lding.org/pr/pr app_dtl.aspx?param---vGEVXt Product Approval Method Method 1 Option D Date Submitted 06/25/2005 Date Validated 09/05/2005 Date Pending FBC Approval 08/15/2005 Date Approved 09/07/2005 iummary or Products FL # I Model, Number or Name I Description 4764.1 a. Distinction Series luutpil to 3'0 x 6'8 Single (X) -Glazed Fiberglass Door ':izing The Snap Lite Frame Limits of Use (See Other) i Installation Instructions j Approved for use in HVHZ: Approved for use outside HVHZ: Verified By: Installation Instructions j Evaluation Reports j Impact Resistant: I PTID 4764 T 4764.1 EVAL pdf Design Pressure: +/- PTID 4764 T 4764.1 INST.Ddf Other: This product meets the requirements for PTID 4764 T 4764.2 EVAL.pdf the State of Florida excluding the "HVHZ". When PTID 4764 T 4764.2 INST.Ddf j used in wind-borne debris regions this product is PTID-4764 T 4764.3 EVAL.pdf required to be protected with an impact resistant PTID 4764 T 4764.3 INST.pdf covering that complies with Section 1609.1.4 of the covering that complies with Section 1609.1.4 of the Florida Building Code. Maximum Design Pressure Florida Building Code. Maximum Design Pressure Rating - Positive 55.0 PSF and Negative 55.0 PSF `Rating - Positive 55.0 PSF and Negative 55.0 PSF (see 4764.1 INST for any additional size and use (see 4764.2 INST for any additional size and use i limitations). j ---- -- --- -- --- ---- - - - --- - -- - - --'---- - ----- --- - --- --- -- -- --- -- -----� 4764.2 b Distinction Series I Up to 3'0 x 6'8 Single with Sidelite (OX or XO) -Glazed Fiberglass Door Utilizing The Snap Lite Frame 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 j 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 4764.2 INST for any additional size and use i ! limitations). 4764.3 c. Distinction Series Up to 3'0 x 6'8 Single with Sidelites (OXO) -Glazed Fiberglass Door Utilizing The Snap Lite Frame Limits of Use (See Other) j Installation Instructions i Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: 1 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 R covering that complies with Section 1609.1.4 of the Florida Building Code. Maximum Design Pressure j Rating - Positive 55.0 PSF and Negative 55.0 PSF -r,) r .http://www.floridabuilding.org/pr/pr app dtl.aspx?paranl--wGEVXC (see 4764.3 INST for any additional size and use limitations). Back Next DCA Administration Department of Community Affairs Florlda 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 W R W Building Consultants, Inc. BConsulting 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.: FL -4764.3 Date: August 5, 2005 Product Category: Exterior Doors Product sub -category: Swinging Product Name: Distinction Series 3'0" x 6'8" Fiberglass Door with Sidelites In -Swing / Out -Swing with Snap Lite Manufacturer: Nan Ya Plastics Corporation _P_lastpro Inc. 9 Peach Tree Hill Road Livingston, N7 07039 Phone: 800-779-0561 Facsimile: 973-758-4001 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Nan Ya Plastics Corporation, Plastpro Inc. 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 (2004 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 553 prepared by R W Building Consultants, Inc. and signed and sea by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell ey, E. FL No. 54 August 5, 2005 - R:\proj 650 - 800\pf780\FL 4764.3.doe Sheet 1 of 3 Limitations 1. The Distinction Series 3'0" x 6'8" Fiberglass Door In -Swing / Out -Swing with Side4lites and with Snap Lite has been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring windborne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. 3. This product is intended for use where Section R 314.2.4 of the Florida Building Code is applicable 4. Size Limitations: Configurations MAX. Frame Width MAX. Frame Height Single with Sidelites OXO 65.5" 82.0° 5. The Design Pressure rating for the various size units are as follows: Design Pressure Ratings (PSF) In -Swing Out -Swing Positive Negative Positive Negative +50.0 PSF -50.0 PSF +50.0 PSF -50.0 PSF G� Wendell W.Wy, FL No. ----August 5, 2005 RAproj 650 - 800\pf780\FL 4764.3.doc Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL 553 titled Distinction Series 3'0" x 6'8" Distinction Series 3'0 x 6'8 Glazed Single. Fiberglass Door with Sidelites Inswing/Outswing prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), with no revisions, signed and sealed by Wendell W. Haney, P.E. B Tests Performed 1. Testing per ANSU A 101/I.S.2-97 as performed by ETC Laboratories and reported in test report numbers ETC 03-209-14024.1 and ETC 03-209-14205.1 and signed by Art Murray, Manager Wind Engineering Laboratory. 2. Testing per ASTM E330-02, ASTM El 886-02, ASTM El 996-02 and ASTM E283-91 as performed by Testing Evaluation Laboratories, Inc. and reported in test report number 2005-02- 21-001, witnessed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report numbers ETC 03-209-14024.1 and ETC 03-209-14204.1 and test report number TEL 2005-02-21-001 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass Load Resistance Report ASTM E1300-02 prepared by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Nan Ya Plastics Corporation, Plastpro Inc is manufacturing products within a quality assurance program. Wendell W._Hfind— FL No. 54158 August 5, 2005 R:\proj 650 - 800\pf780\FL 4764.3.doe Sheet 3 of 3 -� NAN YA PLASTICS CORP. PLASTPRO INC. 9 PEACH TREE HILL ROAD LIVINGSTON, NEW JERSEY 07039 PH: 800-779-0561 FAX: 973-758-4001 DISTINCTION SERIES 3'0" x 6'8" GLAZED SINGLE FIBERGLASS DOOR WITH SIDELITES INSWING / OUTSWING 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 1609.1.4 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, 65.50" MAX. OVERALL FRAME WIDTH 35.75" MAX. OA 14.00" FRAME PANEL WIDTH WIDTH 21.00"D.L.O. 5.87" D.L.O. I I l W W ocr a g $ O J O M to O A c N � 0; O X O SINGLE DOOR W=.aIQELITES INSWING ELEVATION VIEWED FROM INTERIOR TABLE OF CONTENTS SHEET /j DESCRIPTION 1 TYPICAL ELEVATIONS, DESIGN PRESSURES & GENERAL NOTES 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTIONS 4 BUCK & DOOR ANCHORING 5 BILL OF MATERIALS, GLAZING DETAIL & COMPONENTS 65.50" MAX. OVERALL FRAME WIDTH 35.75" MAX. OA 14.00" FRAME PANEL WIDTH WIDTH 21.00"D.L.O. 5.87" D.L.O. I I l W W ocr a g $ O J O M to O A c N � 0; O X O SINGLE DOOR W=.aIQELITES INSWING ELEVATION VIEWED FROM INTERIOR 04 Z N dW Oto CSS t=tnn xQ -10 W oa N.T.S. 0m. _By: EW a+K. Dr. WWH FL -553 1 o; OVERALL FRAME DOOR DAYLIGHT SIDEUTE DAYLIGHT DESIGN PRESSURE (PSF) TYPE DIMENSION DIMENSION DIMENSION GLASS TYPE POSITIVE NEGATIVE 65.50" 21.00" 5.87" INSWING x x x 1/8" TEMP. +50.0 -50.0 82.00" 63.00" 63.00" -AIR- 65.50 21.00" 5.87" OUTSWING x x x 1/8" TEMP. +50.0 -50.0 82.00" 63.00" 63.00" 04 Z N dW Oto CSS t=tnn xQ -10 W oa N.T.S. 0m. _By: EW a+K. Dr. WWH FL -553 1 o; 1-1/4" MIN. EMB. (TYP.) p D 5 6 3 412 23 e (v / 7/ w 29$a$d "g b �3o�ER5 f/ � u $ 1 22 20 � Q2 I I 6 -------------------i 17 2 3 i 3 23 12 w o 15 16 6 Zroz gig 9 30 16 16 r aH 29 20 �� _2 EXTERIOR 11 IN ERIO 2031 21 8 24 22 SEE NOTE 2 22 27 r -r ------------------------J SHEET 4 19 HORIZONTAL CROSS SECTION I 1-1/4" MIN. z 26 2 I EMB. (TYP.) 5 2 4 3 0 j 23 12 w o ' 29 on w ,om O 0§122105 scxE N.T.S. 30 D WO. en EW 6 9 34 22 cw. Br. WWH oruwwc no, FL -553 SHM 2 OF 5 2" MIN. 2" MIN. FROM EDGE 10M_€p( (TYP.) WC Ci 1 VERTICAL CROSS SECTION 3 OUTSWING 2" MIN. 2" MIN. 1 VERTICAL CROSS SECTION 3 INSWING �m w 34 SEE NOTE 2 SHEET 4 2" MIN. 2' MIN. FROM EDGE F M EDGE (TYP) (TYP.) 2VERTICAL CROSS SECTION 3 S/DLITE sc+iE N.T.S Gwc. er EV cwc 69: WW MWNG NO -- FL -553 swEtr 3 or 2X BL —I F-- 3" 2X BUCK ANCHORING SIDELITE 3" 6" II3�+{JI' g v a, gd a r „-� ;ES 8 vC 1YP. FASTENER FOR 13 ME HEAD & JAMBS Ln (3 STRIKE PLATE DETAIL DOOR FRAME �w f Z 3" 3 O 3' g" r I 7 f 17 SILL r - l III I— III III III IH III III III I►I s III `.� T-- . CK III TYP. FASTENER FOR III : HEADA 6. III III SEE NOTE1JAM13S I 3N, SHOWN II I III FOR REFERENCE III ONLY ANCHORIN III III m i III III I{� III III III 2X BUCK ANCHORING SIDELITE 3" 6" II3�+{JI' g v a, gd a r „-� ;ES 8 vC 1YP. FASTENER FOR 13 ME HEAD & JAMBS Ln (3 STRIKE PLATE DETAIL DOOR FRAME �w f Z NOTES' 1. ADJUST TAPCON LOCATIONS, IF NECESSARY, TO MAINTAIN A MINIMUM 2.0" CLEARANCE FROM MORTAR JOINTS. 2. SIDELITE PANEL SECURED TO THE SIDELITE FRAME WITH (4) OF ITEM #22 LOCATED 10", 30.5', 51" AND 71.5" FROM THE TOP OF EACH JAMB AND (2) OF ITEM #22 IN THE HEAD, 3" FROM EACH END, 24 N 31 aI I 8 —7T HINGE DYLN�lyAIL N.T.S. BY. EW ar. WWF NG NG. FL -553 O r I 7 f SILL r - `.� : 6. 3^ 3N, 6 FRAME TO BUCK ANCHORIN NOTES' 1. ADJUST TAPCON LOCATIONS, IF NECESSARY, TO MAINTAIN A MINIMUM 2.0" CLEARANCE FROM MORTAR JOINTS. 2. SIDELITE PANEL SECURED TO THE SIDELITE FRAME WITH (4) OF ITEM #22 LOCATED 10", 30.5', 51" AND 71.5" FROM THE TOP OF EACH JAMB AND (2) OF ITEM #22 IN THE HEAD, 3" FROM EACH END, 24 N 31 aI I 8 —7T HINGE DYLN�lyAIL N.T.S. BY. EW ar. WWF NG NG. FL -553 ITEM DESCRIPTION MATERIAL 1 MASONRY CONC. 2 NOT USED _ 3 2X BUCK WOOD 4 SHIM 114' MAX. THK, WOOD 5 3116- x 2-314' TAPCON STEEL 6 18 x 2-112" WOOD SCREW Snn 7 3116" x 2-114' TAPCON STEEL 8 19 X 314- WOOD SCREW STEEL 9 DOOR SKIN MIN. 0.075" THICK FIBERGLASS 10 INSWING VINYL DOOR BOTTOM SWEEP BY ENOURA VINYL IDA VINYL DOOR BOTTOM SWEEP 13628 BY HOLM IND. VINYL 11 REINFORCEMENT WOOD FOR LOCKS 20" LONE)—WOOD 12 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 13 N07 USED _ 14 BOTTOM RAIL FOAM PVC 15 INSWING ADJUSTABLE THRESHOLD BY ENDURAAL OOD 15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP AL. D 16 FORCE 5 WEATHER STRIPPING BY ENDURA . FOAM 16A COMPRESSION WEATHER STRIP OLON 650 BY SCHLEGEL FOAM 17 KWIKSET KEYED ENTRY GRADE 2 STEEL 18 KWIKSET DEADBOLT GRADE 2 NOT SHOWN STEEL 19, CONTINUOUS LATCH AND HINGE STELE REINFORCEMENT LVL 20 POLYURETHANE FOAM BY NANYA FOAM 21 4" x 4" BUTT HINGE STEEL 22 18 X 2" PFH WOOD SCREW STEEL 23 POLY FIBER JAMB COMP. 7 VINYL 24 1110 X 2" PFH WOOD SCREW STEEL 25 TOP RAIL FOAM PVC 26 HINGE & LATCH STILE PVC 27 STRIKE PLATE STEEL 28 OUTSWING BUMP THRESHOLD ALUM 29 1"'THICK INSULATED GLASS 1/8' TEMP. - AIR - 1/8" TEMP. GLASS 30 SNAP IN LITE FRAME ABS 31 f9 X 1 " PFH WOOD SCREW STEEL 32 NOT USED _ 33 SIDELITE TOP & BOTTOM RAIL BY NANYA pVC 34 SHOE MOULD 5/8" x 318' WOOD 35 GLAZING COMPOUND SIUCONE MINION \\\` -1 563" T i+y � to 16 WEATHER STRIP 16A L I � .400., I T o in N (p Lo .185" r n1 LATCH / HINGE STILE FOAM PVC �ji 1 ADJUSTABLE INSWING SILL GLAZING DETAIL �-- 1.585" --I 0 0 �1 DOOR TOP RAIL FOAM PVC 1.585" 0 O 00 0 W3 DOOR BOTTOM RAIL FOAM PVC 1.000" NOM. GLASS THK. r 1/8" TEMP, CLASS SPACE OPTIONAL DECORATIVE INSERT AIR SPACE 1/8" TEMP. GLASS co c i 4.562" - � r` 2.125" -4 t-- 2.437- 4,562' JAMB 12 FINGER JOINT PINE --- 2.500" — -{ .n 111REINFORCEMENT WOOD FOR LOCK .660" iU) 0 vl 7- 1 LATCH AND HINGE STILE LVL WOOD REINFORCEMENT --1 1.579- F-77-77. .579" 710 0 LSIDELITE TOP & BOTTOM RAIL FOAM PVC 0 4.562" N o N T� �_OUTSWING BUMP THRESHOLD 4,562" o 0 2.437" - -I 0_ POLY FIBER JAMB rnw. er: EW auc ar WH FL -553 5 Of