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HomeMy WebLinkAbout170 Pinecrest Dr (2)Permit # Job Address: Description of Work: _ Historic District: Permit Type: Building ,^1 CITY OF SANFORD PERMIT APPLICATION RECEIVED v r 01 ^ Date: /tJt G2C�T ✓2 t vc 3 200% a9pe, 2/ /s-,,-2>,Zn4 6 - Zoning; Zoning; r Electrical Value of Work: Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 �,4# of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets '� Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: / �0 Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: a f 00 - y2.0 O (Attach Proof of Ownership & Legal Description) Owners Name /& Address: -!!f) o--.- At L L) d+ J e L ?D /" iy fc c.,P_ e�7-r z) e Phone:o Contractor Name & Address: 06 0 S o . �� �� C r�Y/{ e. O s r .2 - CTu /Z L -S Oq LU , S A v.2 F( 3ZState License Number: <ZQe© -39 O Phone & Fax: -?A / - � S 3 - � / 8 2 Contact Person: Phone ' 0 �� G 0✓2 Phone: t/b i ' 32 2 Bonding Company: Address: Mortgage Lender: Address: (7 f2- /� ✓ mo,'/4c- ( • C Phone: © / Architect/Engineer: � ��/�3�p'/%%�- OSZJ Address: /bAO G• �ti u5 t2; A Z p2. 0;ZA -�e Cif Fax:.3&- %Y.3 �2 L 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 jj this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agen 1,A� tx Acceptance of p verification that I will notify the owner of the property of the requirements of Flo ' Lien La FS 71 l�oN#0 }t ,1 G Si&ature of Owner/Agent Date Signa ' r Agent Print�O/Agent's Namep Print Co r/Agent's Name �? w Signature of Notary -State of Florida ate Signature of - tate NEULLER _ �'' Notary Public • State R Florida _ • . = COIeR"W Ex*es Feb 26,201 g y g Commission al DD N4013 Owner/Agent ent is Perso 11 Known to Me oJy (, Contract /A ent is - o �8,8lrggh Netlonad gstn AeProduced ID VG Q� 20 '�%3d� 7l�V Pr cedes APPLICATION APPROVED BY: Bldg: J 0 fv� Zoning: Utilities: FD: nn ( ' 'al & Date) (,Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: A(u556q St r,clores as.�', ,el � -5t GC f►'laS i1kt -1^ fltinc��{� S�(yc��t� i THIS INSTRUMENT PREP RED BY: NAME: ,0,-q_ , .o Building &Fire Ins ectionc ADDRESS: ,,236) SE UNOLF C uN n, 1101 East 1 St Streei .3z 7/ f«����,,,s,,,,.k�<<:�,,,��.:r Sanford, FL 32771 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit No. A7101 ' L, D 1_�e_ Tax Folio No. (PID) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) Z o,—) _`�-�.,�:.� I"; -�� C2 r-:� � �1� /, e� �C; i� l ?� � :-SCC fl �- s T l� 4� .., � �' ./-�,-... i–c�.-.� •� GENERAL DESCRIPTION OF IMPROVEMENT C, (:fYA- vat'/ / '✓ ��j%�' G ( t! Ja.r t .j i : IIfLU pp ran nml+IIIT r011RT Y DWNER INFORMATION SEM! -N A J . RORIDA [Name and addr�ss "�o � «C d � l��}� � <j0.14 I Cs B rLFFi—K�� [nterest in property (Fee Simple, Partnership, etc.) 0 c..-., .•u NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) v S% L CONTRACTOR Jame and address d2 p 3 - 2 / 9 Z—. ►URETY (Bonding Company) ,L, 11!11 ii lil N iN 111 �! t 6i 111 li Il tl i Ilii lame and address P1AItYhNNR WIRSE, CLERK OF CIRCUIT COURT r mount of Bond =MN `-k W NI V AK 06736 Pq t0591 tlpq) 1a' CLERK'S # 200709-2235 2235 ,ENDER RWINDVII 06/RO/227 IXW2 16 PM lame and address RE1,1114DING FRES 10.00 REMP11M BY T_Raith_ ersons within the State of Florida designated by Owner 13.13(1)(a)7., Florida Statutes: X_ lame and address ersons within the State of Florida Designated by O rovided by Section 713.13(1)(a)7.,Florida SWA91. ame and address: whom notice or other documents may be served as provided by Section upon whom notice or other documents may be served as I addition to himself, Owner Designates /.n of To receive a copy of the Lienor's Notice as -ovided in Section 713.13(1)(b), Florida Statutes. xpiration Date of Notice of Commencement 'he expiration date is 1 year from date of recording unless a different date is specified.) Sign*re of Owner ,�_ DIANE FULLER Ivorn to and subscribed before me this �� Day of ,d s ,ate- a or Florida M Commission Expires: My on , ves 26, 2011 yommon p.iresCommission # DD 644013 Bonded Through Nationa: r:nraly As Dtary Public heforegoi instrument was acknowledged before me this �� day of , �b d 76Y _ w W (Name of person acknowledged), who is personal known to me or who has roduced /)a d739 y. -30.;L--65 (Type of identification), as identification and who /did not take id oath. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl. orglweblre_web. seminole_county_title?parcel=01203 05170D000200&c... 5/23/2007 LAUHLL UK q" N44, 1. D--�--. ; PIWECRES" CR g ,. ., �-• F 4.0:LE k 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 01-20-30-517-OD00-0200 Number of Buildings: 1 Owner: OAKES RONALD L & SHARON I Depreciated Bldg Value: $117,334 Mailing Address: 170 PINECREST DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $23,888 Property Address: 170 PINECREST DR SANFORD 32773 Land Value Ag: $0 Subdivision Name: SOUTH PINECREST $141,222 Tax District: S1-SANFORD Assessed Value (SOH): $60,189 Exemptions: 00 -HOMESTEAD (1994) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $35,189 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $1,751 Deed Date Book Page Amount Vac/Imp Qualified $664 WARRANTY DEED 08/1981 $48,000 Improved Yes $1,087 WARRANTY DEED 09/1979 $37,900 Improved Yes 2006 Taxable Value: $33,721 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value FRONT FOOT & LEG LOT 20 BLK D SOUTH PINECREST PB DEPTH 75 120 .000 350.00 $23,888 10 PG 10 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1956 3 1,233 1,693 1,515 BOCK ONC $117,334 $170,667 FAMILY Appendage / Sgft ENCLOSED PORCH FINISHED / 282 Appendage I Sqft OPEN PORCH FINISHED / 52 Appendage / Sgft UTILITY UNFINISHED 1126 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. http://www.scpafl. orglweblre_web. seminole_county_title?parcel=01203 05170D000200&c... 5/23/2007 City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407-330-5656 Fax: 407-328-3859 PLAN REVIEW RESPONSE Date: June 13, 2007 Contact Person: David Contact Phone Number: 407-322-0575 Contact E-mail Address: Reference Number: 07-2245 Project Description: Carport / Storage Job Address: 170 Pinecrest Drvie braw,rtwil Contact Fax Number: 321-283-2182 The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes must be submitted on the original submitted format. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. ARCHITECTURAL A-1 Provide the Building Code edition and design criterion used for this structure. STRUCTURAL S-1 Provide the diameter size of the footings for the columns. S-2 Provide the framing plan and details for the storage room floor. S-3 Since there in no ceiling joists or specified location of the rafter tie; sizing of the rafters can not be checked with FRC Table R802.5.1(1). See also footnote a for reduction requirements based on rafter tie location. Or provide calculations demonstrating compliance. See FRC R301.1.3. S-4 Provide the Florida product approval for the door to the storage Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thorne at (407) 330-5686 or fax to (407) 328-3859. You may also contact me by E-mail at thornewO)ci.sanford.fl.us. - 1 - City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407-330-5656 Fax: 407-328-3859 PLAN REVIEW RESPONSE (Second Letter) Date: June. 14, 2007 Contact Person: David Contact Phone Number: 407-322-0575 Contact E-mail Address: Reference Number: 07-2245 Project Description: Carport / Storage Job Address: 170 Pinecrest Drvie Contact Fax Number: 321-283-2182 The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes must be submitted on the original submitted format. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. STRUCTURAL S-3 Since there in no ceiling joists or specified location of the rafter tie, sizing of the rafters can not be checked with FRC Table R802.5.1(1). See also footnote a for reduction requirements based on rafter tie location. Or provide calculations demonstrating compliance. See FRC R301.1.3. 6/14/07 Comment: Per FRC Table R802.5.1(1) and footnote a the rafters are over spanned. With the rafter tie at the upper 1/3 of the height to the ridge the rafter span adjustment factor shall be .50. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thorne at (407) 330-5686 or fax to (407) 328-3859. You may also contact me by E-mail at thornew(&ci.sanford.fl.us. -1- City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407-330-5656 Fax: 407-328-3859 PLAN REVIEW RESPONSE (Third Letter) Date: June 19, 2007 Contact Person: David Contact Phone Number: 407-322-0575 Contact E-mail Address: Reference Number: 07-2245 Project Description: Carport / Storage Job Address: 170 Pinecrest Drvie Contact Fax Number: 321-283-2182 The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes must be submitted on the original submitted format. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. STRUCTURAL S-3 Since there in no ceiling joists or specified location of the rafter tie, sizing of the rafters can not be checked with FRC Table R802.5.1(1). See also footnote a for reduction requirements based on rafter tie location. Or provide calculations demonstrating compliance. See FRC R301.1.3. 6/14/07 Comment: Per FRC Table R802.5.1(1) and footnote a the rafters are over spanned. With the rafter tie at the upper 1/3 of the height to the ridge the rafter span adjustment factor shall be .50. 6/19/07 Comment: Per FRC Table R 802.5.1(1), using southern pine #2 at 16 -inches on center, the maximum span is 19'-5". 19.42 x .50 = 9.71 feet or 9'-8 1/2". Recommend 2x10 at 16" on center or lowering the rafter tie to not higher than the bottom 1/3rd, or designing the ridge board as a beam. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thorne at (407) 330-5686 or fax to (407) 328-3859. You may also contact me by E-mail at thornew@ci.sanford.fl.us. -1- Florida Building Code Online 7-1 Page 1 of 5 BCIS Home I Log In I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff 113- ,.� 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 FL1722-R1 Revision 2004 Approved Elixir Industries Georgia Door Division 1215 Pope Drive Douglas, GA 31533 (912)383-9227 dmorgan@elixirind.com Diskin Morgan dmorgan@elixirind.com Dan Weldon 1215 Pope Drive Douglas, GA 31533 (912)383-9229 dweldon@elixirind.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency American Architectural Manufacturers http : //www. floridabuilding. org/pr/pr_app_dtl. aspx?p aram=wGE V XQwtD qvO Qp GQvt V m... 6/14/2007 COMMON I Xyj PLANNING ► HO SIMG g Ci)n1MUNITY • • _ • DEVlELORMENT ► E�.tEJ2GENC ne,�ua�+sl=anEr�T ► OFFICE OF TWE SECRE11 .2 - • Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL1722-R1 Revision 2004 Approved Elixir Industries Georgia Door Division 1215 Pope Drive Douglas, GA 31533 (912)383-9227 dmorgan@elixirind.com Diskin Morgan dmorgan@elixirind.com Dan Weldon 1215 Pope Drive Douglas, GA 31533 (912)383-9229 dweldon@elixirind.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency American Architectural Manufacturers http : //www. floridabuilding. org/pr/pr_app_dtl. aspx?p aram=wGE V XQwtD qvO Qp GQvt V m... 6/14/2007 Florida Building Code Online Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard AAMA 101 ASTM E 330 Method 1 Option A 09/13/2005 11/30/2005 10/07/2005 12/02/2005 Page 2 of 5 Summary of Products FL # Model, Number or Name Description 1722.1 402-14 �rVinylSteel Outswinging R w Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Design Pressure 54.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) Certification Agency Ce Installation Instruction PTID_1722 R1AAMA _I PTID_1722 R1_I AAMA_ PTID 1722_R1_I_AAMA 20S. pd PTID_1722 R1AAMA_ _I PTID_1722 R1 I_AAMA_ W9. pd PTID_1722_R1_I AAMA W9. pd PTID_1722 R1_I_AAMA _ Oval.pdf PTID_1722_R1_I AAMA_ OVAL. pdf PTID_1722_R1_I AAMA_ W9.pdf PTID_1722 R1 I instins 14 430W9 402-20S.pdf PTID_1722 R1InstIm _I OVAL 9401W9.pdf PTID_1722 R1 I InstIm Verified By: 1722.2 402-20S Vinyl Steel Outswinging R slider window http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvOQpGQvtVm... 6/14/2007 Florida Building Code Online Page 3 of 5 Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 402-20S - Design Pressure 46.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.75in x 6ft 7.75in (NO STORM DOOR)) 1722.3407 Vinyl Steel Outswinging R (no window) Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 407 - Design Pressure 48.46PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.625in x 6ft 7.5625in (NO STORM DOOR)) 1722.4 430 W9 Vinyl Steel Outswinging R Window (1'8" x 3'0") Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 430W9 - Design Pressure 40.OPSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR) 1722.5 6400-W9 eel Clad Inswing Door v FDoor Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 640OW9 - Design Pressure 46PSF (TEST SPECIMEN - Door Frame Size 3ft 1.375in x 6ft 9.5in - Storm Door Leaf Size - 2ft 11.625in x 6ft gin) 1722.6 8500 -Oval el Clad Inswinging Doc rDoor Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 85000VAL - Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.375in http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVm... 6/14/2007 Florida Building Code Online Page 4 of 5 Ix 6ft 9.5in Storm Door Leaf Size - 2ft 11.75in x 6ft 9 in) 1722.7 777]r401 -W9 el Clad Inswinging Doc rDoor Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 9401-W9 - Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.375in x 6ft 8.4375in Storm Door Leaf Size - 2ft 11.625in x 6ft 9 in) --] 1722.8 9401-W9 Steel Clad Inswinging Doc Door Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 9401-W9 - Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.375in x 6ft 8.4375in Storm Door Leaf Size - 2ft 11.625in x 6ft 9 in) 1722.9 STR 7000 Oval andard Residential Dool FDtoor Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: STR 7000 OVAL - Design Pressure 50.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.375in x 6ft 9.625in Storm Door Leaf Size - 2ft 11.6875in x 6ft 9.0625 in) 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: http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvOQpGQvtVm... 6/14/2007 Florida Building Code Online Page 5 of 5 IFMIEAMU-07� VoriSi4a ���� Secured http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvOQpGQvtVm... 6/14/2007 Page I of 9 1Z C) � BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff B. Product Approval USER: Public User 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 Certification Agency FL1722-RO New 2001 Approved Elixir Industries Georgia Door Division 1215 Pope Drive Douglas, GA 31533 (912)383-9227 dmorgan@elixirind.com Diskin Morgan dmorgan@eflxirind.com Drew Moore 1215 Pope Drive Douglas, GA 31533 dmoore@elixirind.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers bttP:"www.floridabuilding.org/pr/pr_app_dtl.aSPX?param=wGEVXQ- v"D vp 4 QPGQvtVm... 4/17/2007 r tul lud Dullutllg l_ k)uc V111111G Referenced Standard and Year (of Standard Standard) AAMA 1702 ASTM E 330 Equivalence of Product Standards Certified By Sections from the Code 1706.1 1707.4.3 Product Approval Method Method 1 Option A Date Submitted 02/16/2004 Date Validated 02/16/2004 Date Pending FBC Approval 02/16/2004 Date Approved 03/03/2004 Date Revised 09/13/2005 Summary of Products L drV L VL 7 ft # Model, Number or Name IlDescription 1722.1 402-14 Vinyl Steel Outswinging R Window Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Impact itesistant: Design Pressure: +/- Other: Limitations of USE 407 - Design Pressure 48.46PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.625in x 6ft 7.56251n (NO STORM DOOR)) 402-20S - Design Pressure Verified By: 46.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.751n x 6ft 7.75in (NO STORM DOOR)) 402-14 - Design Pressure 54.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) 430W9 - Design Pressure 40.OPSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) 85000VAL - Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.3751n x 6ft 9.5in Storm Door Leaf Size - 2ft 11.75in x 6ft 9 in) 9401W- Design Pressure 58.2PSF - (TEST SPECIMEN ---Doo.: Frame Size aft 1.375in x 6ft 9.4375in Storm Door Leaf Size http.//www.floridabuilding_org/pr/pr_app dtl.aspx?param=wGEVXQvADgvOQpGQvtVm... 4!17/2007 r iw iva oullumg %-our Unnne - 2ft 11.751n x 6ft 9 in) STR 7000 OVAL - Design Pressure 50.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.375in x 6ft 9.625in Storm Door Leaf Size - 2ft 11.6875in x 6ft 9.0625 in) Other Notes: AAMA Licensee No. 17024 AAMA does not certify any door that is less than 32in wide or shorter that 76inches tall. Any door between the above test specimen sizes and the 32x76 size are AAMA certified. The Testing Lab we use is Dallas Laboratories Inc. Dallas Lab is subsidiary of Associated Laboratories Inc in Dallas Texas. Dallas Laboratories is a certified AAMA testing lab. The laboratory also gives us a waiver for doors that are smaller in size or if the window size in the door is smaller than the window size on the test specimen. We usually test each series of doors with the largest window we offer. THE DESIGN PRESSURES ARE DERIVED FROM THE TEST REPORTS FROM DALLAS LABS. THE TEST REPORTS ARE AVAILABLE FOR REVIEW IF NEEDED. 1722.2 11402-20S Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Limitations of USE 407 - Design Pressure 48.46PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.625in x 6ft 7.5625in (NO STORM DOOR)) 402-20S - Design Pressure 46.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.75in x 6ft 7.75in (NO STORM DOOR)) 402-14 - Design Pressure 54.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) 430W9 - Design Pressure 40.OPSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) 85000VAL - Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.375in x 6ft 9.5in Storm Door Leaf Size - 2ft 11.75in x 6ft 9 in) 9401W- Design Pressure 59.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.375in x 6ft 9.4375in Storm Door Leaf Size - 2ft 11.751n x 6ft 9 in) STR 7000 OVAL - Design Pressure 50.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.375in x 6ft 9.625in Storm Door Leaf Size - 2ft 11.68751n x 6ft 9.0625 in) Other Notes: AAMA Licensee No. 17024 AAMA does not certify any door that is less than 32in wide or shorter that 76inches tall. Any door between the Page 3 ot' 9 Inyl Steel Outswinging R Wer window Certification Agency Ce Installation Instruction Verified By: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVm... 4/17/2007 ------a ...,..... _iuuic above test specimen sizes and the 32x76 size are AAMA certified. The Testing Lab we use is Dallas Laboratories Inc. Dallas Lab is subsidiary of Associated Laboratories Inc in Dallas Texas. Dallas Laboratories is a certified AAMA testing lab. The laboratory also gives us a waiver for doors that are smaller in size or if the window size in the docIr is smaller than the window size on the test specimen. We usually test each series of doors with the largest window we offer. THE DESIGN PRESSURES ARE DERIVED FROM THE TEST REPORTS FROM DALLAS LABS. THE TEST REPORTS ARE AVAILABLE FOR REVIEW IF NEEDED. 1722.3 11407 Limits of Use (Sets Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant:. Design Pressure: +/- Other: Limitations of USE 407 - Design Pressure 48.46PSF - =TEST SPECIMEN ---Door Frame Size 2ft 11.625in x 6ft 7.5625in (NO STORM DOOR)) 402-20S - Design Pressure 46.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.75in x 6ft 7.75in (NO STORM DOOR)) 402-14 - Design Pressure 54.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) 430W9 - Design Pressure 40.OPSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) 85000VAL - Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size aft 1.375in x 6ft 9.5in Storm Door Leaf Size - 2ft 11.75in x 6ft 9 in) 9401W- Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size aft 1.375in x 6ft 9.4375in Storm Door Leaf Size - 2ft 11.75in x 6ft 9 in) S R 7000 OVAL - Design Pressure 50.2PSF - (TEST$PECIMEN --- Door Frame Size 3ft 1.375in. x 6ft 9.625in Storm Door Leaf Size - 2ft 11.6875in x16ft 9.0625 in) Other Notes: AAMA Licensee No. 17024 AAMA does not certify any door that is less than 32in wide or shorter that 76inches tall. Any door between the above test specimen sizes and the 32x76 size are AAMA certified. The Testing Lab we use is Dallas Laboratories Inc. Dallas Lab is subsidiary of Associated Laboratories Inc in Dallas Texas. Dallas Laboratories is a certified AAMA testing lab. The laboratory also gives us a waiver for doors that are smaller in size or if the window Page 4 of 9 Vinyl Steel Outswinging R (no window) Certification Agency Ce Installation Instruction Verified Sy: http: lwvaw. flo--idabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvOQpGQvtVm... 4/17!2007 Flonda i3uitaing "ue v,11111e ze in the door is smaller than the window SIZE- n the test specimen. We usually test each eries of doors with the largest window we offer. HE DESIGN PRESSURES ARE DERIVED FROM HE TEST REPORTS FROM DALLAS LABS. THE 'EST REPORTS ARE AVAILABLE FOR REVIEW IF IEEDED. ' 1722.4 430 W9 Vinyl Steel Outswinging R Window (1'8" x 3'0") Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design pressure: +/- Other: Limitations of USE 407 - Design Pressure 48.46PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.625in x 6ft 7.5625in (NO STORM DOOR)) 402-20S - Design Pressure 46.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.75in x 6ft 7.75in (NO STORM DOOR)) 402-14 - Design Pressure 54.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) 430W9 - Design Pressure 40.OPSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) 85000VAL - Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size aft 1.3751n x 6ft 9.51n Storm Door Leaf Size - 2ft 11.75in x 6ft 9 in) 9401W- Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.3751n x 6ft 9.4375in Storm Door Leaf Size - 2ft 11.75in x 6ft 9 in) STR 7000 OVAL - Design Pressure 50.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.375in x 6ft 9.625in Storm Door Leaf Size - 2ft 11.6875in x 6ft 9.0625 in) Other Notes: AAMA Licensee No, 17024 AAMA does not certify any door that is less than 32in wide or shorter that 76inches tall. Any door between -the above test specimen sizes and the 32x76 size are AAMA certified. The Testing Lab we use is Dallas Laboratories Inc. Dallas Lab is subsidiary of Associated Laboratories Inc in Dallas Texas. Dallas Laboratories is a certified AAMA testing lab. The laboratory also gives us a waiver for doors that are smaller in size or if the window size in the door is smaller than the window size on the test specimen. We usually test each series of doors with the largest window we offer. THE DESIGN PRESSURES ARE DERIVED FROM THE TEST REPORTS FROM DALLAS LABS. THE {TEST REPORTS ARE AVAILABLE FOR REVIEW IF II NEEDED. http://www.floriaabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgvOQpGQvtVm... 4/17/2007 rioriaa tst;naing t-oae unnne rage b 019 1722.5 8500 -Oval Steel Clad Inswinging Doc Door Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Limitations of USE 407 - Design Pressure 48.46PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.625in x 6ft 7.5625in (NO STORM DOOR)) 402-20S - Design Pressure 46.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.75in x 6ft 7.75in (NO STORM DOOR)) 402-14 - Design Pressure 54.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) 430W9 - Design Pressure 40.OPSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) 85000VAL - Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.375in x 6ft 9.5in Storm Door Leaf Size - 2ft 11.75in x 6ft 9 in) 9401W- Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size aft 1.375in x 6ft 9.4375in Storm Door Leaf Size - 2ft 11.75in x 6ft 9 in) STR 7000 OVAL - Design Pressure 50.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.375in x 6ft 9.625in Storm Door Leaf Size - 2ft 11.6875in x 6ft 9.0625 in) Other Notes: AAMA Licensee No. 17024 AAMA does not certify any door that is less than 321n wide or shorter that 76inches tall. Any door between the above test specimen sizes and the 32x76 size are AAMA certified. The Testing Lab we use is Dallas Laboratories Inc. Dallas Lab is subsidiary of Associated Laboratories Inc in Dallas Texas. Dallas Laboratories is a certified HAMA testing lab. The laboratory also gives us a waiver for doors that are smaller in size or if the window size in the door is smaller than the window size on the test specimen. We usually test each series of doors with the largest window we offer. THE DESIGN PRESSURES ARE DERIVED. FROM THE TEST REPORTS FROM DALLAS LABS�,,THE EST REPORTS ARE AVAILABLE FOR REVIEW IF NEEDED. � ]:722.6 9401W9 Combination 6 -Panel Stec Window (1'8 x 3'0) (with 2 -Panel Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation instruction Approved for use outside HVHZ: Verified By: http;//W WW.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtE)gvOQpGQvtVm... 4/17/2007 N LUILU" UwLU111; %_vue vnnne Impact Resistant: Design pressure: +/- Other: Limitations of USE 407 - Design Pressure 48.46PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6251n x 6ft 7.5625in (NO STORM DOOR)) 402-20S - Design Pressure 46.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.75in x 6ft 7.75in (NO STORM DOOR)) 402-14 - Design Pressure 54.6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR.)) 430W9 - Design Pressure 40.OPSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.751n (NO STORM DOOR)) 8500OVAL�,- Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size aft 1.375in x 6ft 9.5in Storrri Door Leaf Size - 2ft 11.751n x 6ft 9 in) 9401W- Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size aft 1.3751n x 6ft 9.4375in Storm Door Leaf Size - 2ft 11.75in x 6ft 9 in) STR 7000 OVAL - Design Pressure 50.2PSF - (TEST SPECIMEN ---Door Frame Size 3ft 1.375in x 6ft 9.625in. Storm Door Leaf Size - 2ft 11.68751n x 6ft 9.0625 in) Other Notes: AAMA Licensee No. 17024 AAMA does not certify any door that is less than 32in wide or shorter that 76inches tall. Any door between the above test specimen sizes and the 32x76 size are AAMA certified. The Testing Lab we use is Dallas Laboratories Inc. Dallas Lab is subsidiary of Associated Laboratories Inc in Dallas Texas. Dallas Laboratories is a certifled AAMA testing lab. The laboratory also gives us a waiver for doors that are smaller in size or if the window size in the door is smaller than the window size on the test specimen. We usually test each series of doors with the largest window we offer. THE DESIGN PRESSURES ARE DERIVED FROM THE TEST REPORTS FROM DALLAS LABS. THE TEST REPORTS ARE AVAILABLE FOR REVIEW IF NEEDED. 1722.7 HSTR 7000 Oval Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Limitations of USE 407 - Design Pressure 48.46PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.625in x 6ft 7.5625in (NO STORM DOOR)) 402-20S - Design Pressure 46.6PSF - (TEST SPECIMEN ---Door Frame Size Page 7 of 9 ndard Residential Dooi :ertification Agency Ce Installation Instruction Verified By: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVm... 4/17/2007 LAUL1UM UU)LU111g LUUG 1J111111C rage zs or v 2ft 11.75in x Eft 7.75in (NO STORM DOOR)) 402-14 - Design Pressure 54,6PSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) 430W9 - Design Pressure 40.OPSF - (TEST SPECIMEN ---Door Frame Size 2ft 11.6875in x 6ft 7.75in (NO STORM DOOR)) 85000VAL - Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size aft 1.375in x 6ft 9.5in Storm Door Leaf Size - 2ft 11.75in x 6ft 9 in) 9401W- Design Pressure 58.2PSF - (TEST SPECIMEN ---Door Frame Size aft 1.375in x 6ft 9.4375in Storm Door Leaf Size - 2ft 11.75in x 6ft 9 in) STR 7000 OVAL - Design Pressure 50.2PSF - (TEST SPECIMEN ---Door Frame Size aft 1.375in x 6ft 9.625in Storm Door Leaf Size - 2ft 11.6875in x 6ft 9.0625 in) Other Notes: AAMA Licensee No. 17024 AAMA does not certify any door that is less than 32in wide or shorter that 761nches tall. Any door between the above test specimen sizes and the 32x76 size are AAMA certified. The Testing Lab we use is ; Dallas Laboratories Inc. Dallas Lab is subsidiary of Associated Laboratories Inc in Dallas Texas. Dallas Laboratories is a certified AAMA testing lab. The laboratory also gives us a waiver for doors that are smaller in size or If the window size in the door is smaller than the window size on the test specimen. We usually test each series of doors with the largest window we offer. HE DESIGN PRESSURES ARE DERIVED FROM THE TEST REPORTS FROM DALLAS LABS. THE TEST REPORTS ARE AVAILABLE FOR REVIEW IF NEEDED. D A A mini tr-tion 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. C.opyrlght and Is I. Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvOQpGQvtVm... 4/17/2007 co 6 POJ �b'�3b► �A2Pt�(Z a FD. 5/8- i. R. 15828 5828 �t �l SS �U �g t t BLOCK D LOT21 ' p00 SQ BLOCK D LOT 5 fN8934'45"E 75.00' M. .S N89 35'00' E 75.00' P. 1� 2' i OCK D LOT20 ' BLOCK D f LOTS r _ r r Fn. r 5/8" 1, R. r._. A/C C] 253' .. ' '0 1 ST STRIDENCEGiRY Y 1 170 9.6' C H 25' W., BLOCK D LOT 19 oy ail D. a F0. /2- I.R. 1/2- I.R. B.R. 75.00' P. MS89 35'00-W 75.00' P. FD 112' S89 35'00 "W 75.00' P. S89 35'00"W 75.00' MI.R. ,/ $8. f $828 S89'3455 -W 75.00' M. I.R .r 5828 S8935'47 W 75.20' M. th 0 t RNE EST DORM 60 PM LEGEND: A �/Ca �� trpl�7�p Rt .FMD QR WR" AECia90S P.RC� "a or Kw � aaw T.3Y. T90"Y ODOY M4W our F �� ARa �fAXlt 9" P.) PW LIF TAMMY T.Qa !Up or aAVY aR WAW AUE?Va A error" OR Om F1R MW May Am -am- ows) s) P.LIL PW mV LNE A' IIUM FDALER USE)471 T FTP. FOTO AMFff PIG PAGE OP.P PWP"TSR nF C4 fiamy MAW OL UWMZ FRK PEfA�P.Ip®P-MONXM PMPT. PAWgUr ?Y 0000 UZ unmiASaar =19km Am SM D� cF G1RA6[ FLCg4 P.C.D. PE)aMAOIT CYwM Pwr PALXiRTT /Orr ME7TF CArATV REJIIA 9l m41rMpY L.ILE LMD. aw MAINTTlwa asnewr PRAL R7aIvmwr REFv6cr ma%m T A40M X CCA CAM am i:ar � Epd V L laom P RAT AlwTor or D aJYAMt AAMiEFflD TA E2E1L ELE17FApY LAE iera°D AGIISS £A' IIT P8 RAT BOOT R RAW } ICG IrAE55 LYMEItF IL/L. MORW P.aa Rw LY maw Raz RW 0 FAsaw M= 10.'D MW pl LMAD VXNOAAIAW FA: AML. PLC: PW or COWAIfUOT SLR SU RM ACD t CAI' -- WX nw o� CW -BLOC% t41L TW. LEAAIP£D Mo MAL t mw ACC FW Or COMOIX w a.NVA PM it SKIMK -^--- ONVO T APLIV FDKE F.F. P1Ir5!ED PLLCL4 RR ADM PADNL Ac mw cr L' "xw 9'TE MXW A"W E� M T.S MLT W Xur Pi. AUNT X H1rRSF rm TEL MLPlA:Me' FAOUWS NOTE LEGAL 'DESCRIPTION & CERTIFICATIONS Food Zone determination was performed by graphic plotting from Flood Insurance Rate Maps provided by FEMA. No field surveying was Legal Description: by this firm to determine this Zone. The exact zone location can only be determined by an elevation study. We assume no Lot 20, Blook D, of SOUTH PINECREST, according to the Plat responsibility for actual flooding conditions concerning this parcel. Any thereof as recorded in Plat Book 10, questions regarding Zone determination should be directed to the local Page(s) 10, ofthe Public Records of Seminole FSAIA office. County, Florida GENERAL NO TES: Community Number 120294 Panel: 0045 ! 0CAL DES W PON PROWDED BY 07NM Suffix: E F.I.R.NL Date: 4/17/1995 Flood Zone: X ! )HEENOLMILKLAWS $NOCES NOTT SHOW ON fliE PLAT mAcTo FOR EASEw-NTs OROTHER RfcO?DED ) UNDERGRO� UND PORAONS OF FOOTINGS, FOWDA77OINS OR OTHER mEPRO�EN£NTS KERE NOT Date of Survey: 1/27/2007 Completed: 113M007 j WALL AES ARE TO IH£ FACE OF INE WALL AND ARE NOT TO BE USED TO RECONSTRUCT Certify To: BOUNDARY UNM ) NOT VA410 WHOUT THE' SIGNATURE & OR16VNAL RAISED SEAL OF A FLORIDA LICENSED Sharon Oakes WRWYOR AND MAPPER. 1 ONLY WSIBLE ENCROACHMENTS LOCA IED. Pro Address: I NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. Ply 1 DIWAISIONS SHOW ARE PLAT AND MEASIMM MISS 0 rNERNSE SNOW. 170 Pinecrest Drive I FENCE ONIMSINP NOT DETERMMiM AND GRAPHICALLY MAY BE E7rAGGERATED FOR "I TY Sanford, Florida 32773 ELEYAAONS IF SHOW ARE BASED UPON Ma V.D. UNLESS OT4E7RNESE NOTED. BEARMICS RfFER£NCED TO LINE NOTED AS B . Survey Number- 26074 M SURVEY S THIS USE BY lMSE TO W" I Vf CERTMED. THIS SURRY IS PURPOSES T ONLY TO B£ USM FOR FOR CONSTRUCTION, PERM nwG, DESIGM OR ANY OTHER usE wiHOur NRITTEN c NISENT. SURVEYORS NOTES: DRANK BY W CHECKED BY N.SF R£WSIONS: I MMY CPVY ANT THIS Ann oa EACEEas amai TEOw,& Sb/AQAw ,SET fwm eY IIA- aaWA amain OF PIrL'EisOM SGrN?IL:PS AMD MAPPOFS AY aVAPV 61GTw uw cow RomfANr m SE5m 472027, ROW STAWIES SIGNED G FA4 STATE OF FLORIDA NICHOLAS S. FRA7277TA PRA'ES90NAL SURWYOR & CLAPPER N0. 5828 PREPARED BY.- M.K. SURVEYING IES* Ar l ff&X/'ff'F Mr1