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HomeMy WebLinkAbout206 Kelly CirCITY OF SANFORD PERMIT APPLICATION Application # : 0-1 — 12 l -` Job Address: 7?6 Parcel ID: ' c� U '.3 6J L% ' QU U 6 U % b Zoning: 7 n A �� �. Description of Work: Submittal Date: l Value of Work: S Al �• Historic District: Square Footage: ...................................................................................................................... Permit Type: Building U..Electrical (3 Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential O 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 CY Commercial ❑ Industrial ❑ Plumbing Repair—Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ......................j.............................................................. ............ .......................... PropertyOwner: l/76� P %1I r c Contractor: / r�/Vx� fS i Address: ( /` Address: �/ lL� .1 1 e� `a Phone: �//.7 3�J-�� E-mail: Phone: k'2 ' G ? State License Number: Bonding Company: Mortgage Lender- Address: enderAddress: 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 require of Florida Lien La , FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date 1 all l fI Print Owner/Agent's Name Print ontrpctor/Agent's Name R, A ( 5126 7 Signature of Notary -State of Florida Date Signal re of Notary -State o lorida Date .. `O•(PAY Fie` Phyllis J. Nicholas Commission #DD275024 Na:aQ Expires: Dec 145 2087 9 ' • 'oQ Bonded Thru Owner/Agent is _ Personally Known to Me or Contractor/Agent is __/Person ally'to toMr Citic Bonding Co -,Inc. _ Produced ID _ Produced ID / r APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: Rev 02/2007 5/19/2007 2:44 PM From: Deckerpoors Fax Number: 4072490710 Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 otal $1058.94 ETA 6/1 Ci/Sanford FR - fbgl 407 322-1123 0264 EJiG.Ssk}„r4E.. Ya•SYR&,.f PX 1S l� - _ �•• i ` 1 0 P �a a fr PROPFERTY --------- ----------- APPRAISER t?+idd2r 3st>i9 2=i. 1 ------------ S'^te ft�iG.FIr,Y"P�s:' 4G7^6M-79340 .... .........7r... T ........ , :. �.�Ff:'tif'•' ::: %:rG'o: .;_;%• 3: t F . i 11.�r 1 <: i i t: 17 Cr '` 32%; : ;; • �:• :: ',.>: 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 12-20-30-511-0000-0070 Number of Buildings: 1 Owner: TELEMAQUE ANN E Depreciated Bldg Value: $143,962 Mailing Address: 206 KELLY CIR Depreciated EXFT Value: $0 City, State,ZipCode: SANFORD FL 32773 Land Value (Market): $32,000 Property Address: 206 KELLY CIR SANFORD 32773 Land Value Ag: $0 Subdivision Name: MONROE MEADOWS Just/Market Value: $175,962 Tax District: S1-SANFORD Assessed Value (SOH): $83,607 Exemptions: 00 -HOMESTEAD (1996) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $58,607 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $2,087 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $1,113 WARRANTY DEED 11/1995 03000 0522 $88,900 Improved Yes Save Our Homes (SOH) Savings: $974 2006 Taxable Value: $56,568 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS:: Frontae De Method gpth Units Price Value LEG LOT 7 MONROE MEADOWS PB 46 PGS LOT 0 0 1.000 32,000.00 $32,000 16 & 17 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1993 6 1,243 1,784 1,243 CO NC $143,962 $151,539 1 SINGLE FAMILY CK Appendage / Scift GARAGE FINISHED/ 448 Appendage I Sqft OPEN PORCH FINISHED/ 93 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. " If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. littp://'www.scpafl.org/web/re web.seminole county title?parcel=12203051100000070&c... 5/19/2007 LIMITED POWER OF ATTORNEY I hereby name and ap%point- 111 S /U� C� 1 IL —Printed Name of Appointee N(� % �6Ui, �hC / Company Name of Appointee to be my lawful attorney-in-fact to act for me in applying to�_ Government CommerciaVResidential 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 Q Township Range Subdivision )C a v Block /i /27- Lot /J Address -Owner of Property 2 Owner Address Signed:—_ 1Q /, oeribad contractor sigature Date: J -/m v 2 Certified Contractor.Jih1'�l . ��r _— prk ted nems Contractor License #:_ C8C state or of e county of �'G'► y sworn and before no this /y _day of _ V,," 7 /- no of to me or who has produced commission F0M41M vrd 9ftr4y04MV4V BRYANT K. ROBINSON MY COMMISSION # DD 269995 a= EXPIRES: November 25, 2007 Nota Bonded Thru Public Underwriters Notary Telemaque/Turner Residence 206 Kelly Circle Sanford, FL 32773 Opening will meet 35 PSF +/- requirement Replace front entry door unit. Florida Building Code Online Product Approval USER: Public User Pagel of 5 Comments 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 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.floridabullding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsXypgIMjYJBy... 3/29/2007 .Florida Building Code Online Quality Assurance Entity Validated By Certificate of Independence Page 2 of 5 National Accreditation and Managemei L.F. Schmidt, P.E. Referenced Standard and Year (of Standard Standard) Accepted Engineering Practice ASTM E1300 ASTM E330 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 08/05/2005 08/05/2005 08/15/2005 08/24/2005 FL # Model, Number or Name Description 4389.1 AFiberglass a. 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.( PTID 4389 R1 T 4389.( PTID 4389 R1 T 4389.: PTID 4389 R1 T 4389.: htti)://www.floridabuilding.org/pr/pr _ app dtl.aspx?paramwGEVXQwtDgsXypgIMjYJBy... 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 6'8 Single w Fiberglass Glazed Door with (OXO) - "non -Impact" Gla Sidelites Inswing or Outswing Limits of Use (See Other) Approved for use in HVHZ: Installation Instruction 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). 4389.4 :7] d. Double "non -Impact" up to a 6'0 x 6'8 Double Fiberglass Glazed Door Glazed Fiberglass Door - ] 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). I http://www. floridabuilding.org/pr/pr_app_dti. aspx?param=wGEV XQwtDgsXypgIMjYJBy... 3/29/2007 Florida Building Code Online Page 4 of 5 4389.5 e. Double "non -Impact" up to a 6'0 x 68 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 II Impact Resistant: Design Pressure: +/- Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When j 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 I http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE V XQwtDgsXypgIMj 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 I I 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: Fiffil tlreck httn://www.floridabuildina.or;?/pr/pr app dtl.aspx?param=wGEVXQwtDgsXypglMjYJBy... 3/29/2007 YnriSiQn Saeurmd YERtFY � httn://www.floridabuildina.or;?/pr/pr app dtl.aspx?param=wGEVXQwtDgsXypglMjYJBy... 3/29/2007 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.: 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. dn;�dell W. aney, Vh FL No. 54158 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\pf741\Eva] 4389.1.doc Sheet I of 3 UM'tations 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 Heieht Single X 37.5" 81.625" 4. The Design Pressure Ratings (PSF) for the Single units are as follows: Swing O.A. Frame Dimensions O. A. Daylight Opening Positive Negative 37.5" 21.00" In -Swing X X + 50.0 PSF - 50.0 PSF 81.625" 63.00" 37.5" 21.00" Out -Swing X X + 50.0 PSF - 50.0 PSF 80.50" 63.00" Wendell W. aney, 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\Eva14389.1.doc Sheet 3 of 3 _ .40.0' o.a WIDTH a e t, � w/ BRICK MOLD r I N T E R N A T I O N A L 37.5" MAX. OVERALL FRAME WIDTH E Is 4621 192nd STREET EAST TACOMA, WA 98446 35,75" MAX,TEL: 253-875-7300 . FAX: 253-875-7301 PANEL WIDTH 93'0 X 6'8 FIBERGLASSFULL LITE DOOR M.0' INSWING / OUTSWING NON -IMPACT ui m i �oZ zZ C. = CL // O t" X co z � GENERAL NOTES O o I V) 1, THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE n N a ?a WITH THE FLORIDA BUILDING CODE EXCLUDING THE "HIGH � m VELOCITY HURRICANE ZONE". 00 �o 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. N 3. WHEN USED IN AREAS REQUIRING WIND—BORNE DEBRIS Z 0 PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH V) AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1606.1.4 OF THE FLORIDA BUILDING CODE. 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 TABLE OF CONTENTS Z 1 TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTES DATE: 2 VERTICAL & ORI ON A IONS sakL- N.T.S. 3 BUCK & FRAME ANCHORING 4 COMPONENTS owc. B'• EW 5 BILL OF MATERIAL COMPONENTS & GLAZING DETAIL CHK. �: WWH FL -487 sH¢r 1 of 5 OVERALL OVERALL '4'� E1300-94 ASTM E7300-02 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 +50.0 —50.0 OUTSWING 37.50" x 80.50" - 21.00" x 63.00" +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. � �l VERTICAL CROSS SECTION \��2 0 SILL W/OUTSWING THRESHOLD 1-1/4" MIN. Ems. (Trp.) 37.5" MAX. OVERALL FRAME WIDTH - — —,25" MAX. SHIM THK. 16 37 18 SEE 15 23 25 NOTE 3 10 34 30 28 14 3 INLERIO 26 31 32 32 24 35 EXTERIO 36 12 12 3 21 27 HORIZONTAL CROSS SECTION 2 27 7 29 29 n7 INSWING CONFIGURATION 2" MIN. FROM MASONRY EDGE (TYP.) EXTERIOR INTERIOR � 36 VERTICAL CROSS SECTION INSWING CONFIGURATION 04/11/ : N.T.S. BY. EW M. WWI NG NO.: FL -487 _jL OF EXTERIOR INTERfQ 10 U, 9 12 31 g co QG � �l VERTICAL CROSS SECTION \��2 0 SILL W/OUTSWING THRESHOLD 1-1/4" MIN. Ems. (Trp.) 37.5" MAX. OVERALL FRAME WIDTH - — —,25" MAX. SHIM THK. 16 37 18 SEE 15 23 25 NOTE 3 10 34 30 28 14 3 INLERIO 26 31 32 32 24 35 EXTERIO 36 12 12 3 21 27 HORIZONTAL CROSS SECTION 2 27 7 29 29 n7 INSWING CONFIGURATION 2" MIN. FROM MASONRY EDGE (TYP.) EXTERIOR INTERIOR � 36 VERTICAL CROSS SECTION INSWING CONFIGURATION 04/11/ : N.T.S. BY. EW M. WWI NG NO.: FL -487 _jL OF N 0 0 4 6 6 -TW �_ J IFTu { v nZ c a k v a i— OBRICK MOLD 27 7 JAMBS HEAD & I �z w 2X BUCK 2X BUCK _gezz DOOR FRAME U o MASONRY OPENING MASONRY OPENING 0 •f . _ z 2X BUCK TO MASONRY DOOR FRAME TO BUCK AN HORIN• w FOR SINGLE DOOR ANCHORING FOR SINGLE DOOR FRAME ANCHORING zo Z DATE:DATE:04111105 NOTES: e;. ScuN.T.S. � BY: EW 1. ADJUST TAPCON LOCATIONS, IF NECESSARY, TO MAINTAIN A MINIMUM 2.0" CNK. an WWH OW NG FROM MORTAR JOINTS. ONc W.; FL -487 sK�r 3 ov 5 Z U � 4„ a p l I 28 32 TYP. HEAD & JAMBS SEE NOTE r � �z —L 1, 220' 1.562" � 1.562" L I i � w n s N �0im M N- nei lTOP RAILHINGE STILE SUPPORTER BOTTOM RAIL BRICKMOLDMATERIAL: PVC COMPOSITE MATERIAL: LVL (POPLAR) MATERIAL: PVC COMPOSITE MATERIAL: FJ PINE � (OPTIONAL) E co $ rn 1,983" Oq H � .1 .1 0.307" 1.907" ---{ 000 �O{ 0.103"--{ fQ 0.103" I 3.983" --� wg2 -r � I � �— O o � m io N co_ N N O O N U7 N N ® O 7 ry z O T-- _ 1 T- ® OLOCK STILE EDGE HINGE al ? a 16 MATERIAL. PVC COMPOSITE 14 MATERIAL: DSUPPORTERGE LOCK STILE PVC COMPOSITE 15 MATERIAL: LVL (POPLAR) 18 MATERIAL: STEEL. N O N O Ln m 3.5" — of 2.450" 0 4.560' 1.220" 4.560" ❑ 0 1.678"15 2.435" � o o � Q 0 0 Lo -T ° O � ave 04/11/05 'n SCAM, N.T.S. 17 LOCK BLOCK 20 JAMB GUARD 6 DOOR SWEEP Q O O O O pyo„ BY: EW O MATERIAL: LVL (POPLAR) O MATERIAL: .040" THK, O MATERIAL: PVC GALV. STEEL CNK. 6Y: WWH OWING NO.: 19 SILL KEY 5' FL -487 MATERIAL: PC/ASA sir 4 of 5 ITEM DESCRIPTION MATERIAL 1 FIBERGLASS SKIN 0.079" MIN. THICKNESS FIBERGLASS 2 LATCH JAMB FINGER—JOINT PINE WOOD 3 HINGE JAMB — FINGER—JOINT PINE WOOD 4 HEAD JAMB FINGER—JOINT PINE WOOD 5 IN—SWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM 6 DOOR BOTTOM SWEEP PVC 7 BRICK MOLD FINGER—JOINT PINE (OPTIONAL) WOOD 8 OUTSWING THRESHOLD AL / COMP. 9 COMPOSITE BOTTOM RAIL PVC 10 DOOR PANEL CORE FOAMED IN PLACE 2.5 LBS. / cu.ft. DENSITY POLYURETHANE 11 COMPOSITE TOP RAIL PVC 12 WEATHERSTRIP QE80650 Q—LON FOAM 13 LVL HINGE STILE LVL POPLAR POPLAR 14 PVC. COMPOSITE HINGE STILE EDGE PVC 15 LVL LATCH STILE LVL POPLAR POPLAR 18 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 II STEEL 22 KWIKSET 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 #8 X 2.0" PFHWS (2 REOUIRED 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" z 2-3/4" TAPCON STEEL 33 3/15' r 2-1/4' TAPCON STEEL 34 LITE FRAME SCREW 18 X 1-1/2" SELF THREADING STEEL 35 LITE FRAME 36 1" INSULATED GLASS — 1/8' TEMPERED — AIR — 1/8" TEMPERED GLASS 37 19 X 5/8" SCREW (3 REQUIRED EACH HINGE TO FRAME) STEEL L � 4.563" N 0 n 0 COOSIDE & HEAD JAMBS MATERIAL: FJ PINE 5.625" --�L to M, 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 (TRUSE4L) /— TEMPERED GLASS .125" THICK "— TEMPERED GLASS .125" THICK HOT MELT GLAZING COMPOUND 36 GLAZING DETAIL I' INSULATED GLASS scALE: N.T.S. rnm. BY.. EW pnc. BY: WWH FL -467 5 OF