Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1512 W 15 St 07-2051 New SFH (2)
PERMIT ADDRESS 151 A W CONTRACTOR VV• Q 2 A-b7I , 1 Q02-- L, 3yq-1 PHONE NUMBER PROPERTY OWNER I uC-.XSt,.- ff` ADDRESS dVA.• PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 01 - ?AS t DATE -1 ' PERMIT DESCRIPTION NkW J F- PERMIT VALUATION k 3 (p r k', 3 SQUARE FOOTAGE I 1--k 13 D l7 C7 W _ m cn cn TV U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal-En'ATgency Management Agency Expires February 28. 2009 Nattonal Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number SMITH BERNETTE O. A2. Buildl Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1512 W 15 STREET City State ZIP Code SANFORD FLORIDA 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 16, BOYKIN PLACE, PLAT BOOK 7, PAGE 20, SEMINOLE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 28° 47 55.1 N Long 81 ° 17 07 W Horizontal Datum: NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage +/- 200 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name 63. State CITY OF SANFORD• 120294 1 SEMINOLE I FLORIDA B4. Map/Panel Number B5. Suffix B6.'FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12117C 0070 F Date Effective/Revised Date Zone(s) AO, use base flood depth) 9/28/07 9/28/07 X B10. B11 B12 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS Profile FIRM Community Determined Other (Describe) Indicate elevation datum used for BFE in Item B9: NGVD 1929 NAVD 1988 Other (Describe) Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date CBRS OPA Yes 0 No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized SEM CO BM 4774501 ELEV 26.480 Vertical Datum NAVD 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor 29.5 feet meters (Puerto Rico only) b) Top of the next higher floor N/A feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A feet meters (Puerto Rico only) d) Attached garage (top of slab) 29.2 N feet meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 28.1 E feet meters (Puerto Rico only) Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 27.1 feet meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 29.0 feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name License Number MICHAEL W SOLITRO 4458 Title PRESIDENT Company Name ALTAMONTE SURVEYING AND PLATTING, INC. Address FEMA Form 81-31, February 2006 E SPRINGS State FLORIDA Zli 12/12/07 Telephone 407-862-7555 See reverse side for continuation. kl& LS4458 12/12/07 Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number1512W15"' STREET City State ZIP Code Company NAIC NumberSANFORDFLORIDA32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature Date Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ feet meters above or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see a e 8 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is . _ feet meters above or below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ feet meters above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: feet meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions ALTAMONTE SURVEYING AND PLATTING, INC. 435 Douglas Ave. Suite 1505- F Altamonte Springs, Fl 32714 Phone 407-862-7555 Fax 407-862-6229 Thursday, December 13, 2007 City of Sanford Building Division Post Office Box 1788 Sanford, FI 32772-1788 Re: Lot 16, Boykin Place, Plat Book 7, Page 20, Seminole County, Florida1512W15" St To Whom It May Concern: The finished floor elevation of the structure located at 1512 W 151" Street, Sanford, Florida (Lot 16, Boykin Place, Plat Book 7, Page 20, Seminole County, Florida) meets or exceeds the requirement set forth in the City of Sanford Code chapter 6, sec. 6-7 (a). Sincere/l'y, 0MikeSolitro President Altamonte Surveying and Platting, Inc. 435 Douglas Ave. Suite 1505-F Altamonte Springs, FI 32714 Boundary Survey Lot 8 I of Lot 16 I Lot 6 I BOYKIN PLACE Plat Book 7, Page 20, Seminole County, Florida ALLEY Lot 15 S90' 00' 00' E 50. 00' Lot 16 0 I - 1 6. 7' 36. 7' o 1• 0 1 Story Residence 1512 E 1 e v: 29. 48' 0 0 o c O N OOv' 24. 7' 6 0 r.i 3C OO O 6. 7' o 0 00 Lot 17 0 0N 6. 7' c c m m overhead lines - Power pole 00' 00' W 50. 00' 312. 00' I I 7Southeastcorner Lot 22FN90' Edge of pavement 27. 57' O centerline V FIFTEENTH S T_REE T NLegend O - Recovered 4'x4' Concrete Monument. Elevations are based an NAVD 1988 datum. N Set 4' x4' Concrete Monument +L86300 THIS SURVEY CERTIFIED TO: No Point found or set x - Recovered X Cut in concrete BERNETTE SMITH AMERICA'S HOME PLACEO - Recovered Iron Rod or Pipe as shownSet1/2' Iron Rod +LB6300 SUNTRUST MORTGAGE 0- Light Pole as shown ASSET TITLE SERVICES, INC. o—-6'Wood Fence Revised Names x—-4'Chaln link fence COMMONWEALTH LAND TITLE INSURANCE CO. Fence as shown Foundatlon: 9-19-07 Final Survey: A -Central Angle L-Arc R-Radius R/W-Rlght of Way0 -Concrete Slab A/C-Alr Conditioner (R)-Radial (NR)-Nan-Radial121107P)-Plat (M)-Measured (C)-Calculated (D)-Deed Bearings are based on the Not valld without the Signature and the original POB-Point of Beginning POC-Point of Commencement centerline of Fifteenth StreetSCALE: 1'= 20" POL-Paint On Line as being N90100'00'E, assuredalsedsellofaFloridalicensedsurveyorand capper. Additions and Oelatlon, to survey .ep,, sketches or reports by at than he Sig. p+rty or parties Is REVIEWED BY: MWS This Survey Is certified to and prepared for the Legal Description furnished bySOIeandexCIU51VebenefitOftheprohlbwhowritten ofthe slgnl p+ or r e,. by entitles and/ client (unless otherwise noted) DRAWN BY: SAW or Individuals listed and shall not be relied on any other entity or Individual whomsoever. This Is to certify that 1DATE: October 30, 2006 w. 9 Itro• Ps aL Underground foundations and/or Improve ents were have reviewed the Flood JOB No.:26152 not located as a part of this survey.Insurance Rating Map (FIRM), in of Altaeon a surveyinging, Inc. •Le6300 Panel Number 120289 0045 E. Dated 4/17/95 and determinedSitePlan: 2-l2-07 Lands shown her were not abstracted for e•al1J®mgprp ryYyy'1' ILII ILFd of waysrightsand/or easements of publijc' jrec/ o'r ds. 9 that the lands shown hereon I IIs In Flood Zone x•. mlln Shone D[n 11 /,1 LL a(.n.l m D mICo435DouglasAvenue, 14071 852-7555 Suite 1505 F Altamonte Springs, Florida 32714 Fax (4071 862-622o DE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 E-Mail: trusses .danscoengineering.com P.O. BOX 1049 Summerville, SC 29484 Telephone (843) 875-4912 Facsimile (843) 871-0603 I CA 25948 C00646 The truss drawing(s) listed below have been prepared by 84 Components under my direct supervision based on the parameters provided by the truss designers. Job: 11712 Builder: AMERICA'S HOME PLACE Project: SMITH # 1 10 Truss Designs DE Job #84AP-270222 Trusses: t1, t1 a, tl b, t1 c, t1 d, t2, t2a, t2b, v1, v1 a fiate:p 2, 2007 Samuel A. Greenberg, P.E. FL Reg. No. 34245 OFFICE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. FBC-2004 Sec. 1609, ASCE 7-02. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. DE Job # 84AP-270222 1-0-0 16-0-0 32-0-0 33:1 1 A-0 16-0-0 h'FE b= 8-0-0 32-0-0 32.0-0 16-0.0 1-0-0 1 M1 LOADING(Pet) SPACING 2-0-0 CBI DEFL In (bc) Well Ud PLATES GRIP TCLL 20.0 Plates Increea 1.25 TC 0.19 VergLL) 0.00 20 Nr 120 MT20 244/190 TCDL 7.0 Lumber Increase 7.25 BC 0.05 Vert(TL) 0.00 20 Nr 120 BCLL It Rep Stress Incr NO WB 0.09 Horz(TL) 0.01 20 Na Na BCDL 10.0 Code FBC2004/rP12002 Matrix) Weight 196 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 1 D-M oe bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/stze) 2-195/32-M, 29=145/d2-0-0, 30=140/32-0-0. 31=150/32.0.0, 32-14882-0-0, 33-151/32-0-0, 34-140/32-M. 35-18BW4)-0. 28=14SM-M, 27=140f32-0-0. 28=150/32-0-0. 25=1411IM-0-0, 24-151A2-". 23-140132-0-0, 22-188/32.00. 20=1 &S/32-0-0 Max Herz-126(LC 4) Max UPI@t2>1 D4(LC 6), 30=76(LC 7). 31=52(LC 6). 32=-56(LC 7), 33z84(LC 6), 34z92(LC 6). 35>93(LC 6). 27=-76(LC 7). 26a52(LC 6). 25a56(LC 6). 24--64(LC 7), 23-94(LC 7). 22s92(LC 7), 20=-116(LC 7) FORCES(Ib)- Maximum Compression/MaximumTenslon TOPCHORD 1-2=0/31, 2-3s1591M. 3-4d117/45, 4-W--87/57, 5-36=-80164, 5-6-49/75, 6.7-49182, 7-8=45/121, 8.9s461188, 9-10-43266, 10-11-44257, 11.12=-44257, 12-13d43/266, 13-14M6/168, 14-15M51121, 15-16-42/57, 16.17W6r50, 17-37a34/1B, 18-37M5/11, 18-19=-82/0, 19-20 a 148112. 20.21=0/31 BOT CHORD 2-35=0242, 34-35=0242, 33-34-O242. 32-33=(Y242. 31-32=0/242. 3D-31=01242, 29.30=C 242, 28-29=0242, 27-28=0/242, 26-27=0/242, 25-28=0242. 24.25=0/242, 23.24=CV242. 22-23=0242, 2D.22=0/242 WEBS IG-29z10318, 9.30s103/161, 8-31=-1091131, 7-32a1D9/136. 5-33s1101136, 4.34=-105/126. 3.35=134/138, 12-28=103/O, 13-27=-103/161. 14-26d109r131, 15. 25=-1091136, 17.24=1f0/136, 18-23=,05/126, 19.22a134/138 NOTES 1) This truss has been checked for uniform root live load only, except as noted. 2) Wind: ASCE 7.02; 120mph; h=30ft; TCDL42psf; BCDL=6.0psl; Category II; Exp B; enclosed; MWFRS gable and zone and C-C Exterlor(2) zone; cantilever left and right exposed; Lumber DOL-1.60 plate grip DOL-1.60. This truss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind bads In the plane of the truss only. For studs exposed to wind (normal to the face). see MiTek "Standard Gable End Detall' 4) All pates are 2.5x4 MMO unless otherwise Indicated. 5) This truss requires plate bnspecbon per the Tooth Count Method when this trim Is chosen for Quality assurance inspection. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 cc. 5) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrenl with any other live bads. 9) Provide mechanical connection (by others) of truss to bearing pate capable of withstanding 104 lb uplift at joint 2, 76 Ib uplift at pint 30. 52 lb uplift at )olnl 31. 56 lb uplift at joint 32. 64 ID uplift at joint 33. 92 to uplift at pint 34, 93 ID uplift at pint 35, 76 m uplift at pint 27.52 Lb uplift at joint 26.56 m uplift o pint 25. 64 lb uplift at joint 24. 94 to uplift at pint 23. 92 lb uplift at joint 22 and 116 lb uplift at joint 20. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is atw2ys required. LOAD CASE(S) Standard No. 34245 t iJ XfAVE lint: UP S/lrnue' A. Greenterg, PE, DANSCO Eng neering, LLC P.O, Box 340D Apollo Beach, FL 33572 CA ZWO Date: 3130107 Warning l-Verify design parameters and read notes before use. This design is baud only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVrPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ConnectedWood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270222 1 4 0 8-3-4 16-0-0 23-8-12 32-0-0 334-0 1-4-0 8-3A 7-8-12 7-0-12 8-3-4 14-0 ar-I:W 8-" 8-0-0 10-10-3 J 21-1-13 32-M 10-10J 10311 10-10-3 LOADING(psp SPACING 2-0-0 CSI DEFL In (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 VergLL) -0.25 M 499 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vart(TL) -0.70 " >538 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.08 6 Na Na BCDL 10.0 Code FBC2004/Tp12002 (Mabix) Weight 147 In LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9.3 oc purtins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid telling directly applied or 6-10-13 etc bracing. WEBS 2 X 4 SYP No.3 ' REACTIONS (gr/stze) 2--124910-0-0, 6=1249/G8-0 Max Horz2a131(LC 4) Max UpldQ- 484(LC 6), 6 484(LC 7) FORCES(Ib)- Maximum Compresslon/Max1numTension TOPCHORD 1-2=W32. 2-10=2001/1069. 3-10-1823/1005, 3-4-1768/1071, 4-5=1760/1071. 511-1823/1085, 6-11=2001/106'9, 6-7cOt32 BOTCHORD 2-0z76311696.8-8-340/1144,6-0a763/1698 WEBS 3-9-377/463. 4-9-322/648. 4-8-3221647, 5$=3771463 NOTES 1) This truss has been checked for unlforn roof live load only, except as noted. 2) Wind: ASCE 7-02: 120mph; h=3M: TCDL4.2psY BCDL-6Apsf; Category II; Exp B: enclosed; MWFRS gable end zone and C-C Exterlor(2) zone; cantilever left and right exposed: Lumber DOL-1.60 plate grip DOL-1.60. This truss Is designed for C-0 for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate Inspection per the Tooth Count Method when Oils trios Is chosen for quality assurance Inspection. 4) TNs buss has been designed for a 10.0 psf bottom chord Ave bad nonconament with any other live bads. 5) Provide mechanical connection (by others) of truss to bearing pate capable of withstanding 484 lb uplift atJdnt 2 end 484 Ile uplift at Joint S. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. LOAD CASE( S) Standard GA F rei'vs No. 34245 1 h. ATAVE OF an Samue' A. Gmanberg, P.E, DAWGO Eng nearing, LLC P.O, Box 940 Apolo Beach, FIL 33572 CA 2W4d Date: 3130107 Warning! —Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the msponsibility of the ereaor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/i'PI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Hood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270222 Job Truss Truss Typa Oty Ply 11712 TIB ROOF TRUSS 7 1 110Job Reference o tbna M L;UMg1"NI S. AYUPM. K. 6.500 a Fab 5 2007 MiTak Industries, Inc Fri Mar 30 07:48.52 2007 91"1 1 4 0 8-34 16-04) 23. -12 32-0-0 14-0 8-34 7-8-12 7-8-12 8-34 6— • 1 0.1 M>a 8-0-0 8-" 10-10-3 21-1-13 32-0.0 10-1D-3 10-3-11 10-10-3 LOADING(psf) SPACING 2.0-0 CSI DEFL in (bc) yde8 Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.28 6-7 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 SC 0.74 Vert(TL) -0.71 6-7 >528 240 6CLL 0.0 Rep Stress lnct YES WB 0.57 Horz(TL) 0.08 6 Na Na BCDL 10.0 Code FBC2004rTPI2002 (Matrix) Weight 1451b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 34" oc purtins. SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rlgld calling directly applied or B-3-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/sise) 2-1252/0-6-0, 6-1157/0.8-0 Max Horz2=155(LC 5) Max UpIHQ=41 5(LC 6), 6z366(LC 7) FORCES (lb) - Maximum Compresslon(Maxlmum Tension TOP CHORD 1-2cM2, 2-9=-200&1079, 3-9 1828N094. 3-4= 1773/1080. 4.5=-1782/1098, 5-10z1836r1113, 6-ID=199&1097 BOTCHORD 2.8--832/1701,7-8-410/1149.6.7a-854/1713 WEBS 38=378/484, 4-0s3201647. 4-7-347/661, 5-7e-3851476 NOTES 1) This truss has Dean Checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02, 120mph; h=30ft; TCDLw.2psh, BCDL-6.Op5f•, Category II; Exp B; enclosed: MWFRS gable and zone and CC Exterbr(2) zone; cantilever left and right exposed; Lumber DOL-1.60 plate grip DOL-1.60. This truss Is designed for CC for members and forces, and for MWFRS for reactions specified 3) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) This suss has been designed for a 10.0 psi bottom chard Ova bad nonconcunem with any other Ova bads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 lb uplift at joint 2 and 366 lb uplift at Joint 6. 6) Wambg: Additional permanent anti stability tracing for truss system (not part of this component design) Is always required. LOAD CASE(S) Standard GF4 y p,> .c sF•.:F91 No, 34245 ij XrA'9E of d Samua' A. Greanterg, PE. DANSCO Eng mering, LLC P.O, Box 340D Apollo S ch, FIL 33572 Date: 3130107 Warning It— Verify design parameters and read notes before use. This design is bated only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected IVood Trusses from Truss Plate Institute, 583 D'Onofsio Drive, Madison, WI 53719. 11712 I TI C I ROOF TRUSS 1 4 0 16-0-0 32.0-0 1.4.0 16-0-0 16-0.0 8-0-0 32-0-0 DE Job # 84AP-270222 LOADING(ps1) SPACING 2-" CSI DEFL in (loc) yde9 L/d PLATES GRIP TCLL 20.0 Plate Increase 1.25 TC 0.16 VergLL) 0.00 1 Nr 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.00 1 nlr 120 BCLL 0.0 Rep Stress Inch NO WB 0.18 Horz(TL) 0.01 20 Na Na BCDL 10.0 Code FBC2004/rP12002 Matrix) Weight 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns. 130T CHORD 2 X 4 SYP No.2 BOT CHORD Rlgld calling directly applied or 10-" oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/slze) 2-167/32-". 28-1371W-". 29-148/32-0-0, 30-148132-". 31-14Bf32-0-0, 32=148/32-0.0, 33=147r32-", 34-153132-0-0, 35=129M-". 27-148132-0.0.26.148/32-". 25=14832-". 24-14M2-", 23-149W-0-0, 22-14Y32-O-0.21=lS7f32-0.0.20=84/32-" Max Hors 2-155( LC 5) Max Uplita-99(LC 6). 29s41(LC 6). 3D-4NLC 7), 31=-54(LC 6). 32-WLC 7), 33=77(LC 6). 34=111(LC 6), 35=51(LC 6), 27=-41(LC B), 28-80(LC 7). 25=-54(LC 7). 24=55(LC 6), 23--81(LC 7). 22=-95(LC 7), 21=-111(LC 7) Max Grav2-167(LC 1). 28=152(LC 7), 29=148(LC 1), 30-148(LC 1). 31-148(LC 1), 32-148(LC 1). 33-147(LC 1). 34-153(LC 1), 35=129(LC 1). 27-148(LC 1). 26-148(LC 1), 25=148(LC 1). 24=148(LC 1). 23-149(LC 1). 22-143(LC 1). 21-167(LC 1). 20=64(LC 1) FORCES (lb)- Maximum Compression/ Maxlmum Tension TOP CHORD 1-2= 0131, 2-3--188/49. 3-4-129182.4.5-VI/82, 5-6-53/93, 8-7=-50/100, 7-Ba37/131.8.9=-37/198, 9-10-37269. 1G-11a37/327, 11-12=-37/327, 12-13-372e9, 13-14=-37/198, 14.15=-37/131, 15.18=-13168, le-17-37159, 17-18-3723. 18-19s110/10, 19.20z153/15 BOT CHORD 2-35=0/162, 34-35c0/162, 33.34=0/162. 32.33=01162, 31-32-0/162. 30.31-&162. 29-30=01162. 28-29=0/162. 27.28=0/182, 26-27=0/162. 25-28=0/162. 24-25= 01162, 23.24c/162, 22-23=0/162, 21-22w1162, 2D-21=0/182 WEBS 11.28-162/0. 10- 29=1081114, 9.30-108/142. S-31=-108/133, 7-32d108/135. 5.33=107/133, 4-34=110/142, 3-35s99/108, 12-27=-108/114 13.26z108/142, 14-25a10&133, 15.24a-108/135, 17-23>109/135, 18-22z1061133. 19-21-117/144 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02: 120mph, h-30ft: TCDL4.2psf; BCDL-6.0psf; Category 11; Exp B: enclosed: MWFRS gable end zone and C-C Exterlor(2) zone; cantilever left and right exposed: Lumber DOL= l.60 plate grip DOL=1.60. This truss Is designed for C-0 for members and forces, and for MWFRS for reactions spec8kd. 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Mrrek "Standard Gable End Detar 4) AD plate are 2.5x4 MT20 unless otherwise Indicated. 5) This truss requires pate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 6) Gable require continuous bottom chord bearng. 7) Gable skids spaced at 2- 0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord Iva bad nonconc rrem with any other live bads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 m uplift at pint 2, 41 Ile uplift at Joint 29. 60 to uplift at joint 30. 54 Ile uplift at joint 31. 55 to uplift at joint 32, T7 lb uplift at joint 33, Ill to uplift at pit 34, 51 Ile uplift at Joint 35. 41 lb uplift at joint 27. 60 lb uplift at joint 26. 54 to uplift m Joint 25. 55 Ile uplift at pit 24. 81 to uplift at )olnt 23. 95 Ile uplift at Joint 22 and I I I to uplift at Joint 21. 10) Warning: Additional permanent and stability bracing for buss system (not pan of this component design) Is always required. LOAD CASE(S) Standard GArc-1y4, y e tirv' 4Q T 'e G SF'•:F,9 NO. 34245 Samua' A. Greenterg, P. E. DANSCO Eng rleer)ng, LLC P. O, Box WD Apol* Elmoh, FL 3MI2 CA M48 Date: 3130107 Warning! -Verify design parameters and read notes before use. This design its based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I National Design Standard far Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses fromTruss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270222 Jot) Truss Truss Type Dry Ply 11011712T1DROOFTRUSS31 Job Relaanea (optbna0 84 COVfWNTS, APOPKA. FL. 6.500 a Feb 5 2007 M1Tak Indnatdes, Inc. Fit Mar 30 07:48:5WCd Pape 1 1.4-0 B-3r4 16-0-0 23-8-12 32.0-0 33-4-0 1-4-0 8-34 7-0-12 7-8-12 8-34 14-0 III 10-10-3 21-1-13 32-0-0 10-10-3 10311 10-10-3 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.50 BC 0.95 WB 0.32 Matrix) DEFL In (loc) Well Lid VergLL) .0.25 6-8 >999 360 Vern) -0.84 B-9 >446 240 Horzfm) 0.10 6 his Na PLATES GRIP MT20 244/190 Weight 170lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3.6-13 oc purtins. BOT CHORD 2 X 4 SYP No.2 *Except' BOT CHORD Rigid telling directly applied or 2-2-0 oc bracing. B32X6SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS ( lb/slze) 2-1349(D-B-0, 6=1349/P43-0 Max Harz 2=-131(LC 4) Max Upl8t2=-384(LC 6), 6-3B4(LC 7) FORCES ( lb)- Maximum Compression/Maxlnum Tension TOPCHORD 1-2=0/32.2-10=2238/832.3.10=-20591848.3-4=2006/833.4-5a2DOB/B33, 5-11=-2059/&B, &11a22381832.6-7-0/32 BOT CHORD 2-9z556/19D3, 9-12=-194/1291, 12-13=-194/1291, 8.13=-194/1291, 6-8s558/1903 WEBS 3-9-364/476. 4.9s19Vn2, 4-6a198M2, 5 8=384/476 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02: 120mph; h=3Dft: TCDL-42psf; BCDL-6.Opsf•, Category It.; Exp B; enclosed; MWFRS gable end zone and C-C Fxterlor(2) zone; cantilever left and right exposed; Lumber DOL-1.60 plate grip DOL-1.60 This truss Is designed for CC for members and forces. and for MWFRS for reactions specdied 3) 200.0111 AC unit bad placed on the bottom chord. 16-0-0 from left end, supported at two points, 5-0-0 apart. 4) This truss requires plate inspection per the Tooth Conant Method when this buss Is chosen for quality assurance Inspection. salsa 5) This truss has been designed for a 10.0 psi bottom chord Ova bad nonconcurrent with any other live bads. man iw" 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 Ili uplift sl)oinl2 and 384 to uplift at pint 6. A, G Fi F 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10016 down at 13-0-0, and t001b down at 188-0on , (`. •.. • F/jr bottom chord. The design/selection of such connection device(s) b the responsibility of ,then .Q a . •G a rV SF •,' B) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. • • b •• 9 LOAD CASES) Standard 16 No, 34245 x a n S:TA OF,7 SamuB' A. GreanEerg, PE, DANSGO Eng P..9ering, LLC P•0, Box WD Apollo Beach, FI_ 335-P2 CA ZW48 Date: 3130107 IVarningl—Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270222 14-0 6-" 12." 13.4-0 1.4-0 6-" 6-0-0 14-0 ro., ai 8-0-0 re. e 12-M LOADING(PsQ SPACING 2-" CSI DEFL In (bc) Well Lid PLATES GRIP TCLL 20.0 Rates Increase 1.25 TC 0.16 Vert !-L) 0.00 8 Nr 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vart(7L) -0.00 9 Nr 120 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horx(TL) 0.00 8 Na Na BCDL 10.0 Code FBC2000TP@002 Matlix) Weight 56 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purihhs. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid telling directly applied or 10-" oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lblsba) 2-164/12-0-0. 8-164/12-0-0, 12=136/12.0-0. 13=151/12-0-0. 14=133/12-". 11-1Sill 2-0-0, 10-133/12-0-0 Max Horz 2z75(LC 7) Max UpldQ-144(LC 6). 8=15B(LC 7). 13=101(LC 6). 14—W(LC 6), 11=-103(LC 7), 10=50(LC 7) FORCES ( lb)- Maximum Compression/Maximum Tension TOP CHORD 1.2=O/31. 2-3=-37/42, 3-4-32f74. 4Sa381139, 5-6s3(YI39, 6.7=-32/67, 7-8=-37/20, 8.9.0/31 BOT CHORD 2.14=O/BB, 13.14=0188. 12.13=0/88. 11-12=0/88. 10.11=0/8& 8-10=0/88 WEBS 5.12z97/15.4-13-111/155.3.14d9B/106.6.11=-111/155.7-10-4XYlOB NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph: h=30ft: TCDL-42psf; BCDL=B.Opsf; Category 0; Exp B; enclosed; MWFRS gable and zone and C-C Exterior(2) zone: cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60. This truss Is designed for CC for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind bads In the plane of the truss only. For studs exposed to wind (normal to the face), see MITek "Standard Gable End Detair 4) This truss requires pate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 5) Gable requires continuous bottom chord basing. 6) Gable studs spaced at 2-" or. I011$FF lief, 7) This truss has been designed for a 10.0 psf bottom chord live bad noneonaarent with any other Iva bads. • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at Joint 2. 158Ib uplift at Joint 8, 101 lb uplift at )olnt 13, {, 50 lb uplift at pint 14, 103lb uplift al )ant I I and 50 b upilh at pint 10. `%g, 9) Warning: Additional permanent d stability bracing for truss system (not part of this component design) Is always required. J • It. D 'SF'•t,D/ LOAD CASE(S) Standard $y• N0, 34245 : t i - IJ STA'9E OF r/IJi:V Samu9' A. Greenberg, PE. DANSCO Eng mering, LLC P. O, Box 340D Apollo Smoh, FL 33512 CA 28g4a Date: 3130107 Warning! — Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul! ANSIfTPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing ofMeral Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. DE Job # 84AP-270222 Job Truss Trust Type Dry Ply 11712 T2A ROOF TRUSS 9 1 110Job Relarenes (olationan 84 COMPONENTSSW.@PKA. FL. ti.50u s tea o zuut Mi i eK inousi nes, mc. rn roar:tuglb*:3t zuut rage 1 14-0 6-M 12-0-0 134-0 14-0 60-0 6-0-0 14-0 s.r-,:ai B-0-0 B-0-0 6-0-0 12-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL In (dc) Well Lid PLATES GRIP TOLL 20.0 Plates lrtcrease 1.25 TC 0.28 VergLL) -0.02 2$ >999 3110 MT20 244/180 TCDL 7.0 Lumber Increase 7.25 BC 0.24 Vert(TL) -0.06 2-0 1999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Hamm) 0.01 4 Na Na BCDL 10.0 Code FBC2004frPQ002 (Matrix) Weight 47 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2-50910-M.4.508ID-" Max Harz 2---BO(LC 7) Max UW8f2=286(LC 6), 4-286(LC 7) FORCES (lb) -Maximum CompresslorVWxlmum Tension TOP CHORD 1.2=0132. 2.3--573/311, 34>6731311, 4-5-0/32 BOTCHORD 2-0--102/447.4-6=1021447 WEBS 34=0/259 BRACING TOP CHORD Structural wood eMathing directly PP1ed or 6-0-0oc purMs. BOT CHORD Rigid telling directly applied or 10.0-0 oc tracing. NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph: h-30ft: TCDL-4.2psf; BCDL-6.0ps1: Category 9; Exp e; enclosed: MWFRS gable end zone and C-C Exterlor(2) zone; cantilever left and right exposed; Lumber DOL-1.60 plate gdp DOL-1.60. This truss Is designed for C-0for members and forces, and for MWFRS for reactions specified. 3) This truss requires piste inspect an pu the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) This truss has been designed for a 10.0 psf bottom chord live bad nonconttnem with any other eve bads. 5) Provide mechanical connecton (by others) of truss to bearing plate capable of withstanding 286lb uplift at)cint 2 and 286 ID upilh al pent 4. 6) Warning: Add tonal permanent and stability tracing for tons system (not part at this component design) is always required. LOAD CASE(S) Standard GJ No. 3424E a UTs:rA'IE OF n SBrnuB: A. Greenberg, PE. DANSCO Eng roaring, lLC P. O, Box 9403 Apollo Beech, IFS 33572 CA M48 Date: 3130107 Yarning! — Verify design parameters and read notes before use This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/fPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing ofMeral Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270222 11712 1T2B IROOF TRUSS 6-" 12-0-0 134-0 6-0-0 6-" 14-0 r = 8-0-0 -- 8-0-0 6-0-0 12-0.0 6-" 6-0-0 LOADING SPACING 2-0-0 CSI DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) 0.04 1.5 >999 380 MT20 244/190 TCDL 7.0 Lumberincrease 1.25 BC 0.24 Vert(TL) -0.06 1.5 >999 240 BCLL 0.0 Rep Stress lncr YES WS 0.08 HorzM) 0.01 3 Na Na BCDL 10.0 Code FBC2004frP2002 Matrix) Weight M Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-G-0 oc purOns. 80T CHORD 2 X 4 SYP No.2 BOT CHORD Rigid telling directly applied or I D-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/stze) 141310-8-0.3=518/0.8-0 Max Horz 1>99(LC 7) Max Upldtt=-162(LC 6). 3=289(LC 7) FORCES (lb)-Maxfrmtm CompressionlMaximum Tension TOPCHORD 1.2-5901343.2.3-59MM9.3.41==2 BOT CHORD 1.5=-137/468. 3-5=-137M88 , WEBS 2.5=0/282 NOTES 1) This truss has been checked for uniform roof Ova load only, except as noted. 2) Wind: ASCE 7-02: 120mph; h=30R; TCDL42psf: BCDL=6.0psh Category II; Exp 8; enclosed; MWFRS gable end zone and C-C Exterlor(2) zone; cantilever left and right exposed : Lumber DOL=1.60 plate grip DOL=1.60. This Voss Is designed for CC for members and forces, and for MWFRS for reactions spedw. 3) This truss requires pate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 4) This truss has been designed for a 10.0 psf bottom chord Iva load nonconcrurent with any other Ova loads. 5) Provide mechanical connection (by others) at truss to bearing Plate capable of withstanding 162 lb uplift at Joint 1 and 289lb uplift at )o11t 3. 6) Warning: Additional permanent and stability bracing for truss system (not put of this component design) Is always required. LOAD CASES) Standard J. 'srvSF• F9 NO.34245 t SiarriuB' A. Graanherg, PE. DANSCO E:+g mering, lLC P.O, Box 340D Apollo Smog, Fl- 33572 CA M48 Date: 3130107 Warningl—Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult AN51/IPI I National Design Standard for Metal Plate Connected Wood Truss Construction and SCSI 1-03 Guide to Good Practice for Handling, installing & Bracing ofMetai Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofsio Drive, Madison, WI 53719. DE Job # 84AP-270222 Jo rust Trutt Typa OIy Ply 10 I1712 VI L!= ROOF TRUSS 1 1 Job Reference foationall fd-JgMPONENTS, APOPKA, FL. 6.500 t Feb 5 2007 MrTek Industries, Inc. Fri Mar 30 07:48:58 2007 Page 1 2-0-0 1 4-0-0 2-0-0 2-0-0 4-" LOADING(PSO TCLL 20.0 TCDL 7.O BCLL 0.0 BCDL 10.0 SPACING 27PlatesIncrease1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20041TP12002 CSI TC 0.05 BC 0.08 WB 0.00 Matrix) DEFL In (loc) Udell lid Vert(LL) n/ - Ne 999 Vert(TL) nle - Na 999 HorzM) -0.00 3 Na Na PLATES GRIP MTM 244/190 Weight 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood shetafdng directly applied or 4-0-0 oc purOns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid celUng directly applied or 10-" a bracing. REACTIONS (Ib/slze) 1-10214-0-0. 3-102/4-0-0 Max Harz I— 12(LC 4) Max Uplift1a48(LC 6). 3=-48(LC 6) FORCES (lb)- Maximum Compression/Maximum Tension TOPCHORD 1.2>97/117,2-3=-97/117 BOTCHORD 1.3=-74175 NOTES 1) This truss has been checked for uniform roof live bed only, except as noted. 2) Wind: ASCE 7-02; 120mph; h-30ft; TCDL42psf; BCDL-6.Opsf; Category It: Fxp B; enclosed; MWFRS automatic zone and C-C Extedor(2) zone: cantilever left and right exposed: Lumber DOL-1.60 plate grip DOL-7.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate Inspection per the Tooth Count Method when this torus Is chosen for quality assurance Inspection. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 list bottom chord live bad nonconc Trent with any other live bails. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at pint 1 and 48 to uplift at Joint 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard C7 T1 NO.34245 p S;TA SE CW Same! A. Greanherg, P.E, DANSCO E:+g n9ering, LIC P.O, Box W5 Apollo Beach, FL 33512 CA M4a Date: 3130107 Warningf—Verify design parameters and read notes before use. This design is baud only upon parameters shown, and is for an individual building component to be installed and loaded venially. Applicability of dcsign parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practicefor Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270222 4-0-0 4-0-0 LOADING(psf) TCLL 20.0 TCDL 7'0 BCLL 0.0 BCDL 10.0 SPACING 2-" Plata Increase 1.25 Lumber Increase 1.25 Rep Suess Incr YES Code FBC2004ITPI2002 CS1 TC 0.18 BC 0.11 WB 0.04 Matrix) DEFL In (loc) Well L/d Vart(LL) rda - Na 999 VerM) n/a - Na 999 Horz(TL) 0.00 3 Na Na PLATES GRIP MT20 244/190 Wright 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-O-0 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10-" oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb(size) 1-126/8.0-0, 3-128184W. 4=2481&0-0 Max Horz 1=-29(LC 4) Max Udatl -7B(LC 6), 3-8D(LC 7). 4 -72(LC 9) FORCES (Ib)- Maximum CompresslonlMaxlmum Tension TOP CHORD 1-5a54/52, 2-5=22/59, 2-8=-22/59, 3-6-54/52 BOTCHORD 1-4=-2/19,34=-2/19 WEBS 2.4-163fl78 NOTES 1) This truss has been checked for uniform roof live bad only, except as noted. 2) Wind: ASCE 7.02: 120mph; h-30ft; TCDL4.2pst BCDL=B.Opst Category II; Exp S; enclosed. MWFRS gable and zone and C-C Exterlor(2) zone; cantilever left and right exposed: Lumber DOL-1.50 plate grip DOL-1.00. This truss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord Ova bad nonconaorent with any other live bads. 0) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at Joint 1, 80 lb uplift at Joint 3 and 72 m uplift at Joint 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. tllaaa GAF atyLOADCASE(S) Standard f A. 4` GWY Go a*: No. 34245*" x -P- D srA'SE 01F nj?W Same! A. Greanberg, P.E. DANSCO Eng neeting, LLC P.O, Box 3400 Apollo Beech, FL 335n CA 2904a Date: 3130107 fi'arningl—Verify design parameters and read notes before use This design is baud only upon parameters shown, tend is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/t'PI I Motional Design Standard for Metal Plate Connected Wood Truss Construction and SCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing ofMetal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Mr i _^ 24" O.0 E E E E i CID 2 O O OCV V O QCV 24-8-012-0-0 U- LLJ m co W i— CE J a f o W awi. N w c m m Q a mQ in O w g 0 LO 0 w 0 0 W0 U) a o cli U U) WLU s O Z CS 4) cn J m C 8 N y E W m CML. O f mm O v S m . NLIL 0 C a N J Z aZ H J U U ap., Z O W Q RO= a W C OaO L) 0 cc mo"0cwOz u 0030J aLLpwo a LL, Qit C W} LU z h JN C7 WWQ] W IO j og s W WmNFON2wz— o U) Q:,7maQ a ?` y (to }JQU OWMg3: y W N 7 cn gD—HWP n010~m LL W LL Q O HOOOF- H? W V O 0, F F I CIO E FORM 60OA-2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: AHP/1173 Builder: AHP Address: 151215th Street Permitting Office: •Seminole City, State: Sanford, FL 32771- Permit Number: 0-1.2C::,5 Owner: Bernette.Smith #1 Jurisdiction Number: bR \SOo Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? No _ 6. Conditioned floor area (W) 1 173 ft' _ 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a.(Dble Default) 80.2 ft' _ b. SHGC: or Clear or Tint DEFAULT) 7b. (Tint) 80.2 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0. 138.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.5, 472.0 ft' _ b. Concrete, Int Insul, Exterior R=4.5, 266.0 ft' _ c. Concrete, Int Insul, Exterior R=4.5, 168.0 ft' _ d. N/A e. N/A 10. Ceiling types a. Under Attic R=45.0. 1173.0 fl' b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Attic Sup. R=6.0, 75.0 ft b. N/A 12. Cooling systems a. Central Unit/Split b. N/A c. N/A 13. Heating systems a. Electric Heat Pump/Split b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation. HF-Whole house fan. PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.07 Total as -built points: 16408 PASSTotalbasepoints: 16782 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED l3,vu,/ AcOY£(O£ DATE: '0-2 I hereby certify that this building, as designed, is in com I' n Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. E Before construction is completed °a this building will be inspected for c compliance with Section 553.908 with the Flonda Energy Co Florida Statutes. ' vo WE ,V_ id OWNER/AGENT: ILDING OFF. IAL: DATE: 5 o DATE: -T a% 1 Predominant glass ty . For actua glass type and areas, see Summer 8 Winter Glass output on pages 284. EnergyGauge® (Version: FLRCSB v4.5) Cap: 24.0 kBtu/hr _ SEER: 13.00 Cap: 24.0 kBtu/hr _ HSPF: 8.20 Cap: 50.0 gallons _ EF: 0.90 n vrrit t FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 151215th Street, Sanford, FL, 32771- PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1173.0 24.35 5141.0 1.Double, Tint S 1.3 1.0 30.0 33.69 0.53 535.0 2.Double, Tint N 1.3 1.0 11.2 20.63 0.68 157.0 3.Double, Tint N 1.3 1.0 9.0 20.63 0.68 126.0 4.Double, Tint W 1.3 1.0 15.0 40.60 0.48 294.0 5.Double, Tint E 1.3 1.0 15.0 45.16 0.46 314.0 As -Built Total: 80.2 1426.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 4.5 472.0 1.10 519.2 Exterior 906.0 1.90 1721.4 2. Concrete, Int Insul, Exterior 4.5 266.0 1.10 292.6 3. Concrete, Int Insul, Exterior 4.5 168.0 1.10 184.8 Base Total: 906.0 1721.4 As -Built Total: 906.0 996.6 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 20.4 4.80 97.9 Exterior 39.4 4.80 189.3 2.Exterior Insulated 19.0 4.80 91.4 Base Total: 39.4 189.3 As -Built Total: 39.4 189.3 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1173.0 2.13 2498.5 1. Under Attic 45.0 1173.0 1.84 X 1.00 2158.3 Base Total: 1173.0 2498.5 As -Built Total: 1173.0 2158.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 138.0(p) 31.8 4388.4 1. Slab -On -Grade Edge Insulation 0.0 138.0(p 31.90 4402.2 Raised 0.0 0.00 0.0 Base Total: 4388.4 As -Built Total: 138.0 4402.2 INFILTRATION Area X BSPM Points Area X SPM = Points 1173.0 14.31 16785.6 1173.0 14.31 16785.6 EnergyGauge D DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 151215th Street, Sanford, FL, 32771- PERMIT #: BASE AS -BUILT Summer Base Points: 21947.4 Summer As -Built Points: 17153.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM x AHU) sys 1: Central Unit 24000btuh ,SEER/EFF(13.0) Ducts: Unc(S),Unc(R),Att(AH),R6.0(INS) 17154 1.00 1.09 x 1.150 x 1.10) 0.260 1.000 6132.7 21947.4 0.3250 7132.9 17153.7 1.00 1.375 0.260 1.000 6132.7 EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 151215th Street, Sanford, FL, 32771- PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1173.0 9.11 1923.0 1.Double, Tint S 1.3 1.0 30.0 7.70 2.05 472.0 2.Double, Tint N 1.3 1.0 11.2 11.29 0.99 124.0 3.Double, Tint N 1.3 1.0 9.0 11.29 0.99 100.0 4.13ouble, Tint W 1.3 1.0 15.0 10.07 1.10 165.0 5.Double, Tint E 1.3 1.0 15.0 9.46 1.22 172.0 As -Built Total: 80.2 1033.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 4.5 472.0 3.13 1475.0 Exterior 906.0 2.00 1812.0 2. Concrete, Int Insul, Exterior 4.5 266.0 3.13 831.3 3. Concrete, Int Insul, Exterior 4.5 168.0 3.13 525.0 Base Total: 906.0 1812.0 As -Built Total: 906.0 2831.3 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 20.4 5.10 104.0 Exterior 39.4 5.10 201.1 2.Exterior Insulated 19.0 5.10 97.1 Base Total: 39.4 201.1 As -Built Total: 39.4 201.1 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1173.0 0.64 750.7 1. Under Attic 45.0 1173.0 0.55 X 1.00 645.2 Base Total: 1173.0 750.7 As -Built Total: 1173.0 646.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 138.0(p) 1.9 262.2 1. Slab -On -Grade Edge Insulation 0.0 138.0(p 2.50 345.0 Raised 0.0 0.00 0.0 Base Total: 262.2 As -Built Total: 138.0 345.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1173.0 0.28 328.4 1173.0 -0.28 328.4 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 151215th Street, Sanford, FL, 32771- PERMIT #: BASE AS -BUILT Winter Base Points: 4096.2 Winter As -Built Points: 4727.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM x AHU) sys 1: Electric Heat Pump 24000 btuh ,EFF(8.2) Ducts:Unc(S),Unc(R),Att(AH),R6.0 4727.1 1.000 1.078 x 1.160 x 1.11) 0.416 1.000 2731.0 4096.2 0.5540 2269.3 4727.1 1.00 1.388 0.416 1.000 2731.0 EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®1FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGaugeG 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1512 15th Street, Sanford, FL, 32771- PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 50.0 0.90 3 1.00 2514.67 1.00 7544.0 As -Built Total: 75".0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 7133 2269 7380 16782 1 6133 2731 75" 16408 PASS EnergyGauge'rm DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1512 15th Street, Sanford, FL, 32771- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfrn/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, et penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2004R EnergyGaugeO/FlaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.4 The higher the score, the more efficient the home. Bernette Smith #1, 1512 15th Street, Sanford, FL, 32771- I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit/Split Cap: 24.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 13.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area 01') 1 173 ft' _ c. N/A 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems or Single or Double DEFAULT) 7a.(Dble Default) 80.2 ft' _ a. Electric Heat Pump/Split Cap: 24.0 I Btu/hr _ b. SHGC: HSPF: 8.20 _ or Clear or Tint DEFAULT) 7b. (Tint) 80.2 ft' _ b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 138.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.5, 472.0 W _ EF: 0.90 _ b. Concrete, Int Insul. Exterior R=4.5, 266.0 ft' _ b. N/A c. Concrete, Int Insul, Exterior R=4.5, 168.0 W d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=45.0, 1173.0 ft' _ 15. 14VAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Attic Sup. R=6.0, 75.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building o4ZHeConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) in this home before final inspection. ise, a new EPL Display Card will be completed based on installed Code compliant atures. Builder Signature: Date: S `t O Address of New Home: \ 5' s Sz City/FL Zip- FL G'op M NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar73°designatio) your home may qual ify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2&4. 8nergyGauge® (Version: FLRCSv4.5) ResmanuJ(c) Version 3 * RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION BASED ON A.C.C.A. MANUAL J - EIGHTH EDITION (c) 2001 by A.C.C.A.) Project IPrepaired by: Address- .' 1512 15th Street IStandard Air Contractors, Inc. City Sanford 12487 Castlewood Rd. State/Zip FL 32771- Maitland, FL 32751 Owner Bernette Smith #1 ITEL:407-831-2227 Builder AHP IFAX:407-831-2280 HVAC Contr Standard Air lemail:james@standardairservices.com Cond Floor Area 1173 (Total Glass Area = 110 Conditioned Floor Area to Total Glass Area Ratio = 9.4% USA Climatic Conditions Design Conditions * Geographical Location I Orlando AP, Florida North Latitude / Elevation 1 280 106Ft. Above Sea Level Outdoor Winter Dry Bulb 1 380 Indoor Winter Dry Bulb 1 700 Winter Temperature Diff. wTd) 1 320 Outdoor Summer Dry Bulb 1 930 Outdoor Summer wet Bulb 1 760 Outdoor Summer Hum. Ratio Gr/Lb 1 37 Indoor Summer Relaltive Hum. 1 55% Indoor Summer Design Gr/Lb. 1 56 Indoor Summer Dry Bulb 1 75° Summer Temperature Diff.(sTd) 1 180 Summer Daily Range 1 170 (Medium Deviation) HEATING SUMMARY * AHP1173.ENB COOLING SUMMARY * SUBTOTAL 26151.0 1 STRUCTURE SENSIBLE = 12949.8 1 OCCUPANTS + 1200.0 1 APPLIANCES + 1200.0 1 SUBTOTAL SENSIBLE = 15349.8 DUCT LOSS 1307.6 1 DUCT GAIN + 1535.0 TOTAL LOSS 27458.6 1 TOTAL SENSIBLE = 16884.8 MECHANICAL VENT.- 50 CFM = 1760.0 1 MECHANICAL VENT.- 50 CFM = 990.0 1 TEMP.SWING 4.50@ ° x 1.0 MINIMUM EQUIPMENT LOSS = 29218.6 1 MINIMUM EQUIPMENT SENSIBLE = 17874.8 20% OVERSIZE LOSS = 5843.7 120% OVERSIZE SENSIBLE = 3575.0 EQUIPMENT LOSS 29218.6 1 EQUIPMENT SENSIBLE + 17874.8 MAXIMUM EQUIPMENT LOSS = 35062.3 1 MAXIMUM EQUIPMENT SENSIBLE = 21449.8 I I TOTAL LATENT = 7001.3 1 EQUIPMENT SENSIBLE + 17874.8 1 EQT.SENSIBLE + LATENT = 24876.1 AIR FLOW FACTORS * HEATING FACTOR (BTUH/CFM) = 29.1 1 COOLING FACTOR (BTUH/CFM) = 16.4 HEATING CFM 1004.4 1 COOLING CFM = 845.7 EQUIPMENT SELECTION EQT. MANUF RHEEM I SENSIBLE CLG 17500 BTUH) CU MOD # RPNE024JAZ I LATENT CLG 6500 BTUH) AHU MOD # RHSAHM2417JA I TOTAL CLG 24000 BTUH) HEATING INPUT 24000 BTUH) I TONAGE 2 HEATING OUTPUT 24000 BTUH) I S)EER 13 HEATING CFM 800 BTUH) I COOLING CFM 800 AFUE/HSPF 8.2 1 TYPE HP Calculation Procedures A,B,C,D I I Procedure A Winter Infiltration HTM I I I 11. Winter Infiltration CFM Envelope Evaluation #2 (Good/Average) I I 1.6 Air Changes per hour x 9384 Cubic ft. x .0167 = 250.7 CFM I I 12. Winter Infiltration Btuh I I 1.1 x 250.7 CFM x 32 Degrees Winter TD = 8826.1 BTUH I I 13. Winter Infiltration HTM I I I 8826.1 Btuh / 110.2 Sq.Ft of total Glass & Door areas = 80.1 HTM I I I I Procedure B Summer Infiltration HTM I I I-------------------------------------------------------------------------------------------I 11. Summer Infiltration CFM Envelope Evaluation #2 (Good/Average) I I 7 Air Changes per hour x 9384 Cubic ft. x .0167 = 109.7 CFM I I 1 2. Summer Infiltration Btuh I 1 I 1.1 x 109.7 CFM x 18 Degrees Summer TD = 2172.0 BTUH I I 13. Summer Infiltration HTM I 1 I I 2172 Btuh / 110.2 Sq.Ft of total Glass & Door areas = 19.7 HTM I I I Procedure C Latent Infiltration I I I-------------------------------------------------------------------------------------------I I I 0.68 x 56 grains difference @ 55 RH x 109.7 CFM = 4177.3 BTUH I I I I Procedure D Equipment Sizing I I I-------------------------------------------------------------------------------------------I 11. Sensible Sizing Load I I Sensible Ventilation Load I I 1.1 x 50 VENT CFM x 18 Degrees Summer TD = 990.0 BTUH I I Sensible Load for Structure + 12949.8 BTUH I I Sum of Ventilation & Structure Loads = 13939.8 BTUH I I Rating & Temperature Swing Multiplier (4.50@ °) x 3.0 RSM I I I Equipment Sizing Load - Sensible = 41819.4 BTUH I 12. Latent Sizing Load I I Latent Ventilation Load 0.68 x 50 VENT CFM x 56 differance = 1904.0 BTUH Internal Loads = 230 Btuh x 4 people + 920.0 BTUH Infiltration Load from Procedure C + 4177.4 BTUH Equipment Sizing Load - Latent = 7001.3 BTUH Abbreveations Glass/Windows S.C.= Single Clear I S.T. = Single Tint I S.R. = Single Reflective D.C.= Double Clear I D.T. = Double Tint I D.R. = Double Reflective T.C.= Triple Clear I T.T. = Triple Tint I T.R. = Triple Reflective Shdg-4 Shading I Ovhg = Overhang I Btm = Bottom I Hgt = Height I Sc = Shading Coefficient Inside Shading N.S.= No shades I D/B = Drapes or Blinds I R.S. Roller Shades Other * Whtm = Winter Heat Transfer Multiplier I Shtm = Summer Heat Transfer Multiplier Infiltration Vs: 1..Sub Standard/Poor 2..Standard 13..Better 14..Excellent Building Componet Heat Loss 6 Gain Calculations Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh S -All Shaded D.C. R.S. 1.33333333333333 1.0 0 1.0 45.0 20.8 936.0 17.6 0 N -No Shdg Fctr D.C. R.S. 1.33333333333333 1.0 n/a 1.0 11.2 20.8 233.0 19.2 215.0 N -No Shdg Fctr D.C. R.S. 1.33333333333333 1.0 n/a 1.0 9.0 20.8 187.2 19.2 172.8 W -All Shaded D.C. R.S. 1.33333333333333 1.0 0 1.0 30.0 20.8 624.0 17.6 0 E -All Shaded D.C. R.S. 1.33333333333333 1.0 0 1.0 15.0 20.8 312.0 17.6 0 Glass Infiltration: 110.2 80.1 8827.0 19.7 2170.9 Glass Sub Totals: 110.2 11119.2 7436.7 Componet Type Exposure R-Value Area Whtm Loss/Btuh Shtm Gain/Btuh N/W C.B. - Int Insul Exterior 4.2 512.0 5.8 2969.6 2.7 1382.4 N/W C.B. - Int Insul Exterior 4.2 294.0 5.8 1705.2 2.7 793.8 N/W C.B. - Int Insul Exterior 4.2 198.0 5.8 1148.4 2.7 534.6 N/W C.B. - Int Insul Adjacent 4.2 96.0 5.8 556.8 3.7 351.4 Insulated Core/Metal Exterior n/a 20.4 18.9 385.6 12.7 259.1 Insulated Core/Metal Exterior n/a 19.04 18.9 359.9 12.7 241.8 Door Infiltration: 39.44 80.1 3159.1 19.7 777.0 Slab on Grade 0 138.0 25.9 3574.2 0 0 Under Attic 33.0 1173.0 1.0 1173.0 1.0 1173.0 w N FLOOR PLAN IOC 0MMM LOOT %I" OUAQ R! IM A MIRD O7o1930 RIOL K.0 ..• . r'-r S 5 NOTE: TSD AREAS = e'-o- A RGD1L4, E AREA - 8'-4' PORCH = 8'-4' stb DOORS ROUGH RM»1 OPa1ma RpOM A X 9X PAMEL 33 4 10 1 B X 9X PANEL 10 3 4 6 -10 1 C 4x N1E M FLUSH a 1 10 1 E 1 X wTom FLUS1 1-10 1 a -10 1 r x nTEsaoR Fw9+ 10 1 a-10 1 am IoOR or ROM OORI. • I mum I Maw RDD). rROSC caQ1 aEir1 ROWi ar 11DaI m0. w w gaa,wa Q f¢„ai)wra a.o aa r. w.ra•.rrrr_ewr r.r Im ; FRMM ff Mv 6 rtco . r ro.u.o orris. a moo n .v r-a rM .. 4 IK4-r• r tso..t u.m•.. • r¢ ruc R omro[n ../- •r, Inu. ononl rN01E: CLOSET 4 E1F 1 far . i,••[ . a r7 rifa.• f .•r a..00n r amo ro .n. iHMff OFF FLOOR 95- c.ua • co ¢•o..con .a• • -a. rs I¢ tWC•. Y M •4.I.0 { i4f• atr .l IP>0 O Rr4f r•o .-•• uo.rtcv. r rwn •w.,.. •a... .or m.00 um M 14. M a. r. v..1 10 n. W nn Y p M M•¢ a d rl/l NOTE: SITE DROP SEWER HOSE BIBB WATER UNE --- POWER METER g GAS LINE T UNDERGROUND POWER OVERHEAD POWER L%p 001o'A•10 AID OOM W ROI OaOr AK pEMM PMK FLaaw lo. SPIRM R t w MAFMn WA ADD NMTM O ME M OwAD 1a m { f.ICR m ame v RQ CMA MO mmmm> At P com IDOL AcromER Ir IOI NKHrWM RK R O O.Otsm ROO Ol O]dg0 NOT RDlmf® R RQ ORMEM O1 ROf wlvaar amat so wcomoco 6Ox soUcwAU 100% COMPLETE z a Fr.' I' t *::f Q7L1 G. 0 M Lu rT- P N N O 2 lit 11 fill e w a cj oil o 0 Ca B ad e I fill if 1111111111 11l 111111111111111111111 If 111 t11fl 1111111 fill 10/24/06 AP# SMITH0034287409 OWN SU1v MUST- LN# 0034287409 MORTGAGE 1111EPARED BY/RETURN TO: Debra Gorny SunTrust Mortgage. Inc. 350 N. Lake Destiny Road Maitland. FL 32751 name and address) NOTICE OF COMMENCEMENT Building Permit No. Tax Folio No. STATE OF Florida COUNTY OF Seminole ANNF M11110:1 UYNK OF WRL'UIT UJURT I{NI11.E COUNTY BK 06480 Ng (tP041 Qltg) CLERK'S # 2006179879 Rt,1y1100-1) 11/1:0006 O.'it4311S Wil W:4 111t1)1:Nli I I i:l; 10.00 RE1,111101:1) NY L M(:Kinley Do not write in this blank area. Reserved for recording purposes only) THE UNDERSIGNED hereby gives notice that improvements 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. I. Description of Property: 1512 W.15TH STREET legal description of the property, SANFORD.FL 32771 and street address if available) I A" . b t k n lQc-, F N 2. General Description of Improvements: Construction of single family dwelling 3. Owner Information: a. Name and Address: BERNETTE 0. SMITH 3743 SHANNONS GREEN WAY ALEXANDRIA. VA 22309 b. Interest in property: FEE SIMPLE C. Name and address of fee Simple titleholder (if other than owner): 4. Contractor: a^ 5. Surety: C—) G o e<-- _— 3 a. Name and address: b. Amount of bond $ 6. Lender Information: a. Name and Address: SunTrust Mortgage. Inc. 350 N. Lake Destiny Road. Maitland. FL 32751 b. Designated Contact: RESIDENTIAL CONSTRUCTION DEPARTMENT VIDWED COPY MARYANNE MORSE " CLERK F CIRCUIT COURT 9EM1 E. FLORID.; BY. UTY CAE NOV 13 20 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a) 7., Florida Statutes name and address) 8. In addition to himself, Owner designates RESIDENTIAL CONSTRUCTION DEPARTMENT of SunTrust Mortgage. Inc.. A Virginia Corporation to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes 9. Expiration date of Notice of Commencement (the expiration date is eighteen months from the date of recording unless a different date is specified). Other expiration date: Sign ure Owner BERNE E 0. SMITH Signature of Owner Signature of Owner Signature of Owner STATE OF I/1_y4 COUNTY OF The forgoing instrument was acknowledged before me this 27 by the Owner who is personally known to me or who produced h•..-....-____as Sle jdication. OFFICIAL. Seal] lVaPUBUGC0Lti10 .''. , rLISA -- Serial Number: + kE, i:yM1V-FLA NOTICE COMMENT CF111 C/,,OFA_L E.; CFM #600756 (05/02) Y " y ` OMMISSICV.1 1.:: yp Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 t, 33.0 f : nt DAVID JOHNSON. CPA, ASA 10.0 ] 1 n 11.0 k w PROPERTY APPRAISER 1 1 0.0 5.0 I : ' — SEMINOLE COUNTY FL. 1101 E. FIRST sT SANFORD, FL3277t-1468 0 r 11 oz.a A 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 35-19-30-506-0000-0160 Number of Buildings: 0 Owner: SMITH BERNETTE O Depreciated Bldg Value: $0 Mailing Address: 3743 SHANNONS GREEN WAY Depreciated EXFT Value: $0 City, State,ZipCode: ALEXANDRIA VA 22309 Land Value (Market): $6,600 Property Address: 1512 15TH ST W SANFORD 32771 Land Value Ag: $0 Subdivision Name: BOYKIN PLACE Just/Market Value: $6,600 Tax District: S1-SANFORD Assessed Value (SOH): $6,600 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $6,600 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified QUITCLAIM DEED 10/2006 06480 0180 $73,300 Improved No 2006 VALUE SUMMARY QUITCLAIM DEED 07/2006 06313 0124 $100 Vacant No 2006 Tax Bill Amount: $130 WARRANTY DEED 02/2006 06149 1834 $15,000 Vacant Yes 2006 Taxable Value: $6,600 FINAL JUDGEMENT 01/2006 06098 1879 $100 Vacant No DOES NOT INCLUDE NON -AD VALOREM QUIT CLAIM DEED 04/2003 04875 1460 $2,900 Vacant No ASSESSMENTS TAX DEED 02/2002 04323 0666 $1,000 Vacant No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Unit Land Units Price Value PLATS: Pick... FRONT FOOT & 50 113 150.00 $6,600 LEG LOT 16 BOYKIN PLACE PB 7 PG 20 DEPTH . 000 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 properly tax will be based on Just/Market value. OFFICE http:// www. scpafl.org/web/re_web.seminole_county_title'?PARCEL=3 519305060000016O... 5/3/2007 ltritliinwiir^ton --nornMnirm m 04 0 aC N This Warranty Deed Mader ells ZTth day of Fehrueryf ZOOS try PLYMGUTH PARK TAX SERVICES LLC h.rainaft r collod am Orardor, to SERNETTE O. SMRH whom post o}8oa addrm IS: 3T43 SHANNON GREEN WAY ALEXANDRU. VA 22300 MNkylitdl: Mp,ri.t C.i F- J :[M.Ujl 11r1fl SI-AlM11:04N1Y LN fife 4V Pl. CLERI(',': p{t•16(: LU4u RI'OWUI:0 Q:'011E,01, 041.. 1:J3 PII U UIDF C 114 W L %t l WumulN1 h11;i 10m) Id)ll;;ly 11 IN 1. Natal 1, of Col. dW omm" r zed haws ov torm'prano arld'gnmK e,dldo all 0, porles m trt s bwtrumera Ww Im rake Itpal ropraaergtna. nrd MIAMAY, arld Su amazon wd aW m o1 mrntWonal at thm 9le gwtor. for and o cvndenl2a or No aan of I10.00.rd C.hn fM.Ab a caukaarlom. rccmol.f'ores n edged hVVW graves, oepairm. sells, soon, rrNw. raWn% can.eya and cwfw a unto tun 0lomoc. c I tna ce,•a•n km SCLaNOLE G mNgy. Florda. vtv O fiOYKIN PLACE, somd% to Oq oW ftru& as pomrtlad In Plat Buuk 1. Pape rZ or II1e I'•JOIk W-(.fds I. County, Florid. O SatyR1 b Sean. eaaaefrrp A nroad r1d Inca. fer 1M t:apram year. S.W u.aDe*d of the Oren") uedw the owe end ca .mutbn daft .u" d FkwWa In that rr1" Orama4) na be. dttr M1rMW of Orn+ar(a) F*Lkk dorm Parcel ld-tglctdon 33-1930.506.000041e0 T"00w wldf r the MedlConntta rd appunmanca .qNq ttegngeq p in Onywn. acpono;frtp. To k.ee and to HOW. tee drrrpla lor". Aad gq prwTW wM ta'd gramee W l dM oraraor is IzellAly —Zoo of u d land r, to aWO9: eu: V e ha. flood dpht am befW Oarwy SM tad: that 1M 0ryeo• N LO u" T f u No tAt q a.E I.W and •Mll deAnd dM tame apalw YM brdta N a wt-viomvar• am lw.atJ lard a Yn. .S ol.unbrenoes MCIA ULMIS aLukp auu gAtIt to 0- - to. I 20as ti Wa,a wtrnol, err ua'algned and eased nave proems do cay ardvarfbat ootl wexi. Signed, "Wvd and dNiyg In d n.V. T/ Q PL OUTH ARK TAX SiRVICE$ LLC W1 : (3;gnat Ia) !' Ir rVI C" Pd a 9y. dOIW o E. A N ) 4un 3, Ls rn P-a s.DI P A ve . LDa -1 DYN ,1 kltName: - } ce seta of u1-2 County of • l' kA.— Om, wu dow0ayore mo 06 [ -P OAY ARY. 2OC6. by dOM N. rWftW OVTH PARK TM SER NI1a a ae eoroey known O uef. ty CYNTWA M WLES Notary o, Zlg o Slyork s. a OUN80 Qualified kI Rlet ARawd ay: My Comrds+ron EKI*.s aw k Tk% on aaraea Tar7Dr... do reavweqyOr.• d1Re tos LenlPcod, rl 32nS File Wunper: 149=343 btd*r b ON te—nlf of a lay ksuance pIved errwtYdlfd du nw. m1m tm e0' d vGObc92CL6l OJ CIG0 ZLL LOP 31111 1139gns aj Wd cv:e 80n7. 77 0=j Book61491Page1834 CFN# 2006037046 City of Sanford Building Division Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for pen -nit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for Floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: I . Garages/Carports 2,40 sq. ft. 2. Porches/Entries 52- sq. ft. — i110 Ca V e 1" 3. Patio(s) sq. ft. 4. Conditioned Structure %%-13 sq. ft. Total Gross Area iy'i 3 sq. fi. 3. " Alice (3) sets of completed Florida Energy Code Forms. 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. Ibr details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e. Property ownership verification. 1'. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing pen -nits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date . 5 ? • -T Owner/Agent Signature OFFICE COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 107-75075 DATE: 5 h 0-1 BUILDING PERMIT NUMBER: 0-1 -;) u 51 (CITY) P UNTY NUMBER: UNIT ADDRESS: ,k 5' -:2. % S` 5 \:4 -Sa-,-S-c,rJ ` FL 3-1- TRAFFIC ZONE: JURISDICTION: 06 CITY OF SANFORD SEC: 3 S TWP : 1`1RNG : 3D PARCEL: SUBDIVISION: W- T" % ^ a- TRACT: PLAT BOOK: _. PLAT BOOK PAGE: 0 BLOCK: LOT: OWNER NAME: k-- ADDRESS: APPLICANT NAME: ADDRESS: - mo U41 LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE R # -6 TWP TOTAL DUE TYPE DIST SC EDULE DES UNI ) OF U,I ROADS ARTERIALS CO -WIDE dwl uni `705.00 3 705.00 ROADS ` 1 COLLECTORS NORTH 0 dwi i$ .0 0 1 9 000.00 LIBRARY CO-WID 0 ''dw 'unit 9 .00 1 9 54.00 SCHOOLS CO -WIDE 0 d unit $1, 84. 1 9 1,364.00 r AMOUNT DOE -- 9 2,143.00 ST. A2E•M•ENT.. RECEIVED BY: SIGNATURE: PLEASEj NAME / DATE. NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2- APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF. OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** Oct 23 07 04:08p Robin Bishop 352-625-3473 p.1 u.;c ca cuur a.c rrr nr u,JLr aL, „n CITY OF SANFORD P6tMIT APPLICATION Submittal Date: • 1 4 . - — - Applicatioa N : _ r Y? -!.: ..!i> t= r.•i , . t . Job Address: 1 J "l'7l_ Value of Vi'or4: S (L 1 D tricc / Parcel ID' DI 7.oning: 1 Historic Deseriptioo of Work. T 'If..... Square Footage: F.......... R P PermitType-• Mechanical Plumbing Firc S rinkler/Alarm Pool Sign Building Electrical 4dditiorvAttetation ClChange of Service Temporary Pole Elcctricsf: Ncw Service - U of AMPS r T___ Mechanical: Residential Ef Non -Residential Replacement O New O (Duct Layout & Energy Ca1c. Roquired) Plumbing/ New Commercial: OF of Fixtures N of Water & Sewer Lines fl of Gas Lines Plumbing/New Rpidelttial: tl of Water Closets .._ Pirambing Repair - Residential Commercial OccepaneY T Residential 0, 1" Commercial O tndustrial Oeaapiecy UseGroup(s). YPe Construction N of Stories: __.._ # of Dwelling Visits: Type: Flood Zone (FEMA torn atred 1 r Y77P Contracter: Ofji Al % , / Property Owner: is oZ Address: .: Fr. Address: 03-60'%-!a!S i3trYfCrK..SalN1 f'Gl Q. P o (, ! 5''=- State License Number: oc •- Phoae. E-mail _ IiF /L Bonding CoatQany. p Morig;age I.alder: s. N. EST/ AIAddress: Arehitecs/Eng r: / S .— y 7f%' Addros: 1 [ Fax: planRe view ContactPerson, S,PI ,,:yo7_T Fax: W7-4yt'J lmnil: Application is bcreby mode tO Obtain a Permit to do the work and installations as indi 'ntod . I certify that no work or iastaltadon has cornrnauod prior dte itsij-t of a permit and that all work will be performcd to meel standards of tilt laws regatlati tg om 9nxtion in this jurisdiction. 1 understand lbat a Tuft permit artist be securod forELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS. HEATERS, TANKS, and AIR CONDITIONERS, etc. owNER.' S AFFIDAVLT: 1 -nify that all of the foregoing i iformarion is aemrate and that all work will be dmc to compliance with all appltaDl{ coentnrcoon and mnin& WARNING TO OWNER: YOUR FAILURE 70 RECORD A NOTICE OF CO1VIIsffNCE 1EN'T MAY RESULT IN YOUR PAYiN IMPROVEMENTSTOYOURPROPERTY. A NOTICE OF CONOAWCEMETTT MUST BE RECORDED AND POSTED ON THE JOB S FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC NOTICE OF COMMENCEMENT. NOTICE: In addition to dte rnquueaterttt of this Pc mtit there may be addWanal restrictions applieabk to this Property that may be buod in the public this cawKy, and there may be additional permits required from otherWvcrmnermd cnfh a such management districts, taste agencies, or f of r is verification that l will notify the owner of the props of me / ats of Florida Lien Law, FS 713. ID l AV/ 0 7 v Sigmarure of owner/Agent Due Si, e of ntracror gent Dater R OwnerlAgertt is _ prodnrrd ID h COMMISSION tl D 159 E& IRFS: S Q y FL Natal0 ' — Cn tw. r.n,'....t /Agent is _ Persmally Known 10-W Of Produced ID APPROVALS: ZONING: UTIL: FD. Spc id Cooduiorm Rev 07.07 10- 23-2007 16:30 BISHOP ELECTRIC 6255279 ENG: BLDG:_ laws rcgulattfng TWK: E FOR BEFORE THE RDWG YOUR xords of acc71cies. M CITY OF SANFORD PERMIT APPLICATION Application #: O? 6 S Job Address: t,- IA)- ( S- S Z_ Parcel ID: Zoning: Submittal Date: !Q Value of Work: $ 't. GYYi Historic District: Description of Work: _2 — T'c) / t OAC_' Square Footage: /117 Permit Type: Building Electrical Mechanical dill, Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service - # of AMPS Mechanical: Residential P( Non -Residential Plumbing/ New Commercial: # of Fixtures Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential V Commercial Industrial of Gas Lines Plumbing Repair - Residential Commercial Occupancy Use Group(s): Construction Type: ygll # of Stories: --t— # of Dwelling Units: I Flood Zone: (FEMA form required ) Property Owner: R a tQ 4:-:: 7r C sµI T H Contractor: S 7-AXI D A A99 Ailk Address: / S l a W- I S`tl" ST• Address: A Lf fs? G AS M L-Lt AD SANr7!1rQi6l , Ff 9a7-71 yy//''--77 4A T-L_A J0 f 3a s1 Phone: E-mail: Plrnh: %- 7State License Number: CALD 14£f06-6 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: 1 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 1 will notify the owner of the property o irements of Florida Lien Law, FS 713. O Signature of Owner/Agent Date Si re 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 07.07 UTIL: FD: PrintF-ountravor/ARcrtt's Name Signature of jp MY COMMISSION # DD629096 O EXPIRES: February 25. 2011 n,r R, Fl_ No-y Di—mt Aca, Co. Contractor/Agent is _ Personally Known to Me or Produced ID ENG: BLDG: Sep 19 2007 11:O4AM HP LRSERJET FAX p.l jt, CITY OF SANFORD PERMIT APPLICATION Application N: J? ` L Submittal Date: _ Job Address: J/off L(% is% T« Value of Work: S Parcel 10: Zoning: Historic District: Description of Work: Meg & /ICJ Viet,(% Gr%12-#- /7042e Square Footage: Permit Type: Building Electrical Mechanical Plumbing 21" Fire Sprinkler/Alarm ElPool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential 1210 Non -Residential Replacement New (Duct Layout &. Energy Cale. Required) Plumbing/ New Commercial: 4 of Fixtures 04? N of Water & Sewer Lines is of Gas Lines Plumbing/New Residential: # of Water Closets 6 Plumbing Repair — Residential Commercial Occupancy Type: Residential it Commercial Industrial O Occupancy Use Group(s): Construction Type: N of Stories: # of Dwelling Units: Flood Zone: (FENIA form required L / ,. Property Owner: • /!7 / —/t • •!• 6l%/rJ e Contractor: Address: 1,s/ !d J r sf Address: 7 M) y Phone: 747-799-33a E-mail: Phone: State License Number:a&Y7y 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 the issuance of a permit and duct all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a se _rate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that till 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 maybe additional restrictions applicable to this property that ay be found in the public this county, and there may be additional permits required from other governmental entities such as watt anagement di ices, state agencies, or Feder Acceptance of permit is verification that I will notify the owner of the pro he ui e f FI a L' l;aw, FS 713. Signature of Owner/.Agent Date Signature of Co tr or ent Date Ae.')/!, f Ti'uJ i/L Print Owner/Agent's Name Print Contractor/Agerk's Name ^ 1 Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or tip Produced ID APPROVALS: ZONING: Special Conditions: Rcv 07.07 UTIL: FD: Stele of Florid''" Date WENDY CU7#DD547278MYCOMMISSION EXPIRES: MABondedthrough1st_ IC ENO: ccords of agencies. CITY OF SANFORD PERMIT APPLICATION RECEIVED Avo ication # : - "wsl 1 Submittal Date: Job Address: \S ]. \S'''` - W Say.-or .1 4 L 32 -1-t \ Value of Work: $ \Sin +1 3. O Parcel rD: 3 S- \ "l - 30 - Sob - 00o0 — c0 6o Zoning: Historic District: Description of Work: ry 4 1t r6 —ir-A.eta Square Footage: t \-t3 Or 4 a-r1rc". Permit Type: Building,( Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service - # of AMPS 2 o O Addition/Alteration Change of Service Temporary Pole Mechanical: Residential W 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 .2 Plumbing Repair - Residential Commercial Occupancy Type: Residential X Commercial Industrial Occupancy Use Group(s): Construction Type: S e IZ # of Stories:1 _ # of Dwelling Units: I Flood Zone: (FEMA form required) 2 t M rr 1 , PropertyOwner: os -YezoP6QTt S NL Contractor:-}MF¢%CA%S Act'. !"a.GF Address: 3-1`t3 SAp.N%4epN 5avi Ga HiA.t Address:3\at --5w 3'k"*' S-Tc o1c7Z oc- O.'e..y` 3 y y -t t Phone: 35A-8'5-ay t \ State License Number: C't e o 511,n 3 2. 92- 2 8` Mortgage Lender: u E, A, Address: 5'b0 t_P+CT-_ t's %N j \or t'> Mix" TL.p- N O , ';-L 3>.-% S Architect/ Engineer: S. L-v 6s-rRr- ;N c,%.r r a— %.J h -- '765% G rJ Phone: ,A01 - 1,-`+4 - 5859 Address: 1So t. OCq t- 6-aS.i rC -- W .+ n ¢.ec 6 `t Fax: I-Ao -1 - b y -1 - =-t 5 e Plan Review Contact Person:: tGr-r (a v%Phone: 352-18 3 a4\ Fax: 3ra-81S-X'44 's E-mail: -T 6 —4 e- Phone: A. ta fly. A V A 2a7-309 E- mail: Bonding Company: Address: r"' ,.. ca5'4.0ft p \.ce.Corti Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 govcmmental entities such as water management districts, state agencies, or federal agencies. Acceptance permit is verification ill notify the owner of th property of the requirements of Florida Lien Law, FS 713. Sig nature(of Own Date Signature of Contractor/Agent Date 1 Prin A cn 's Name Pri ontractor/A yl2 a Signature of otary- tale of Florida Date Signature of Notary- are lorida P Date Owner/ Agent is Produced lI IF APPROVALS: ZONING: Special Conditions: Bnan F. Dougueny r': Commission # DD3037 3 Expires: Mar25, 2008 Bonded Tbru Contractor/ Agent is Personally KnoAtlantic Bonding Go., Inc. Produced ID 4 BLDG: 7 Rev 02/ 2007 V 1 !Ll 1' WACFEES ft;r' 09, WD 4.$ le, f V aE fCco Si.nc\..rji '/yi/C SW 0 $ POWER OF ATTORNEY Date: i - \g - `0 "1 I hereby name and appoint to be my lawf d attorney in fact to act for me and apply to the SIB. Division of Building Safety for a ..,. o , permit for work to be performed at a location described as: Section 3 S Township % `t Range 3 o Lot 1 Ce Block Subdivision --,, K -. , a 3S- g- 30 - sac, - o 0o c - o a b p 3_-X 1 Address of Job) SMaTw 3-7vHor- nt ttsr= r--N \,A Ay Owner of Property and Address) 41- t- N w o Cz %A. a \l P. z z s o and to sign my name and do all things necessary to this appointment. The foregoing instrument was acknowledged before me this 1 `1 T "` day of 20 (AL - I by . a fik- © - wt.:. J who is personally known to me/who produced Ftsu' as identification and who did not take oath. 5 5- State of V -v,t--(k Denise Maronski Notary Public / County of Commonwealth of Virginia I Commission Expires Dec 3181, 2011 V l6 ,. I seal Notary Public, Boundary Survey Lot 8 I Of Lot 16 Lot 6 BOYKIN PLACE Plat Book 7, Page 20, Seminole County, Florida Q ALLEY Q S90' 00' 00' E 50. 00' Cz,_a Ior o. Lot 16 SAtf Q e, o VACANT r!i" Si to Plan ^ 6. 7' 36. 7' 0 0 Proposed Residence o o o o Lot 15 Lot 170ox0 o00CD 24. 7'c 6. 7' o Proposed AC o Proposed Entry 0 cN 12.0' 6. 7' o o o c rn• m Power pole overhead IInes a 312.00' I IN90' 00' 00' W 50. 00' Southeast corner Lot 22 Edge of pavement— 7 Q FIFTEENTH STREET - _1E1 NLegend ARecovered4'x4' Concrete Monument. m l ` z ' O = Set 4'x4' Concrete Monument 9LB6300 This Survey Cer ified To: `Zv ` fv a = No Point found or set Americas Home PlaceRecoveredXCutinconcrete o - Recovered Iron Rod or Pipe as shown o = Set 1/2' Iron Rod sL06300 o-= Light Pole as shown o —-6'Wood Fence —x—-4'Chaln link fence Fence as shown A -Central Angle L-Arc R-Radius A/W -Right of WayConcreteSlabA/C -Air Conditioner (A) -Radial (NR)-Non-Radial Bearings are based on theP)-Plat (M)-Measured (N -Calculated (D)-Deed centerline of Fifteenth StreetPOB-Point of Beginning POC-Point of Commencement as being N90'00'00'E, assumedSCALE: 1'= 20' POL-Point On Line Not valid without the signature and the original raised seal of a Florida I need s rveyar and REVIEWED BY: MWS This Survey Is certified to and prepared for the Legal Description furnished bymapper. Aorrepos and deie ono t urvey maps. sole and exclusive benefit of the entities and/ client (unless otherwise noted) Peetcne7 or report) by n r tna na alritte or Individuals listed and shall not be relied onpartyorpartiesleprlteawoutrlttenDRAWNBY:SAW cenaent or the alq In pa ty or rtl by any other entity or Individual whomsoever. This Is to certify that I DATE: October 30, 2006 have reviewed the Flood Underground foundations and/or Improvements were Insurance Rating Map (FIRM). JOB NO.: 26152 not located as a part of this survey. Panal Number 120289 0045 E. wl cn the M. Solltro, P Dated 4/17/95 and determinedFortnmFlrmofAltmntmSurrmyqLandsshownhereonwerenotabstractedforrightsthatthelandsshownhereonandPlatting, Inc. •LB6300 Site Pian:2-12-07 of ways and/or easements of public records. Iles in Flood Zone a pa®miT[ SSNEWIE0MMam® 91AU' a0MM3 OmIE. Avenue. te Ph 1 862-7555 Altamonte Springs. FIorI da327, 4 Fax (407) 862-6229 n f To: Building Department. Subject: Comments Project: Smith #1 Permit M SILVESTRE ENGINEERING & DESIGN, INC. 1801 Oglesby Ave. Winter Park FI. 32789 C.A. # 9144 phone (407) 644-5859 fax (407) 647-5758 5'3 -,90 5 1 Dear Building Official: In lieu of the original plan specifications, we have reviewed the subject /project and approve of the following: 1. Typical (1) story stemwall footing detail as per attached. If you should have any questions, please do not hesitate to contact us at our Winter Park office. Kenneth Schraw Daniel Silvestre P.E. # 17402 President 07/10/07 OFFICE 4 Z LJ J GRADE (VARIES) Q w < 3 W _ ZN ZZ7— U._< s V W To — i 8" X 16" CONCRETE FOOTING W/ 2 #5 REBAR (CONT.) i ZopZ SED SIIVESTRE ENGINEERING AND DESIGN CA.19144 1601UMAVE. Napa 32168 m (401 ms FAX(g647479 t4" CONC SLAB 2,500 P.S.I.) 6x6 W1.4 X W1.4 W.W.F. OR FIBERMESH 6 MIL VISOLIEEN CLEAN COMPACTED TERMITE TREATED FILL 95% MODIFIED PROCTOR PER ASTM D1557) HEADER BLOCK a'?':"' : .'• 8" X 8" X 16" CONCRETE BLOCKS I• I- PROVIDE 3" COVER 3" METAL CHAIRS SECTION A - A (1 STORY II11111111/, N W SCy i GENSF• 9, 9'' No 17402 dp C v JUL 10 007 Q 9 • STATE OF O. : ? . 4 ID 149/ONA" 1816116 SCALE: 3/4• - 1'-0• as AAOAAIA sIfpMILM RaSLLfmAAlI AmiIODAA10® O AmrmeAlAwALLAam" sfwxna{` CeRnrl""= NYPo AFKnfosmcnMAoomwOa Dpy. . OO• f MV OPWANO ACM - fs oaMwXr-. r f A.rs fAliaraaassnVIM MWSS , MlA ma OOA/ OA pm MO C1ADOM OIf vau ELEYEMA ANALL WLfOMMCXFLOORF{AMAAOAlL&VAF 0 OFFICE SILVESTRE ENGINEERING & DESIGN, INC. 1801 Oglesby Ave. Winter Park FL 32789 C.A. # 9144 phone (407) 644-5859 fax (407) 647-5758 To: City of Orlando Bldg. Dept. Subject: Cast Crete lintels Project: Smith job Contractor: American Homeplace To Whom It May Concern: iMS SIMA:IIN IMt Om NACCORAAMC• MIL AND SBTt 11N REOIL XH lY f[CHa1R701 ALDALL ARSICAME STRuenAIAL LIECTIDM LY THE AELIMfT1AL FLORA Nnono DLIa LOW 1VrMW AS M[LLAS ASCE NS MIRE A/FUN CAEFOR /5=6 /ER "" OR LESS VAND S/EEO CERnF1CATION OYEIIMER APPLIES TD ST xn*AL OESIOM ONLY. OA= MOD SPEED -1L'0 rN MOD WORTANCE FACTOR -1.0 WIND EXPOSURE CATEOORY - O VMRRAL PRESSURE COEFFWE/I- M 0.18 RILLV ENCLOSED MIAO PRESSURES FCIR COIpOAENiS AID CLADONO FDR WALL EL E. HTI SMALL LIE SHOWN ON FLOOR FLAN AAO OR ELEVATIONS In Lieu of the original plan specifications / report, we have reviewed the subject / project and approve of the following: 1. Use of cast — crete lintels in lieu of Quality pre -cast. Lintel sizing as per existing plans. If you should have any questions, please do not hesitate to contact us at our Winter Park office. Kenneth Schraw P.E. # 17402 3/22/ 07 ie i vestre President OFFICE 1CrF ' I