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Home My WebLink About132 Woodridge Trl 02-2141 bath patio addPERMIT ADDRESS 'N C'C s' lKelz:7:T"olli ADDRESS 1(\ `_ . Q . PHONE NUMBER PROPERTY OWNER `1 . •.S_ , ADDRESS G d C7 SUBDIVISION PERMIT # C C% ,, DATE C " 143 -C l PERMIT DESCRIPTION 1 C: rJ PERMIT VALUATION ' cIcN,( SQUARE FOOTAGE PHONE NUMBER i ELECTRICAL CONTRACTOR i16ry I C, MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTOR d y MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE in MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE CITY OF SANFORD;ELECTRICAL PE MIT•APPLICATION„ Permit Number. Z r Date: The undersigned hereby applies for a permit to install the following electrical: Owner's Name: Address of Job: I JZ 10 7rAlC Electrical Contractor: 5k FY% Residential: Non -Residential: By Signing this application I am stating that I am in compliance with City YSanfordlectrical Code. A plic;a ffs S• nature State License Number Permit No.: V a - ''y \ Qk\ CITY OF SANFORD PERMIT APPLICATION Date: 6-2 —'5 t— Job Address: Parcel No.: 32-19-30-5GS-0000-0170 (Attach Proof of Ownership & Legal Description) Description of Work: QA-T I-+ JSJpQT/ 0 A 0 l . / o Type of Construction: W 0 0 D r%2 A,11 L Flood Zone: Valuation of Work: $ q, 00a- 00 Occupancy Type: °"'Residential Commercial Industrial Number of Stories: _ Number of Dwelling Units: Zoning: Total Square Footage: Owner: hC'E/ 744 S V E' Address: 13 2 w O O p R. / D 4.-E Z-2 A G L City: 5 Ankl =o 2.D State: G. Zip: 3 Z 7 7 / Phone No.: 40 % - (o / - / 2 8 5 Fax No.: 0 7 - 3 Z 2- - / 20 5 Contractor: S 40 EM A K C 2 Go ^l S TR U CZ:/0 Al Address: 2 514:4: S rA EE T City: 9,4dr0 a- J State: Zip: 3 17 7 State License No.: G B C 052- / O Phone No.:T?- 3 ZZ- 3 / o 3 Fax No.: 7- 3 ZZ- / 2-o 5 Contact Person: pe-'461 sm0 57 k E 2 Phone No.: 27- 3 22 - 3 l 0 3 Title Holder (If other than Owner): N /ii Address: Bonding Company: Address: Mortgage Lender: A/ A Address: Architect: IlrilL I A +i F iTJff ae-E A4 d - 2 Z K)-O Phone No.: 4-6-7 p}-- 33 Address: M2/5- & btce41s 9,w DR, Mpa iEL 4t/jb+ r-L 9 4785- Fax No.: 44>7 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thi ty, and there may be additional permits required from other governmental entities such as water management districts, st4Ce agen 'es, or federal agencies. Acceptance of permit is verif lion thAt I will notify the owner of the propWre ements of Florida Lien Law, FS 713. rgnature Ow er/ ate S gnnac or/Agent Date 7 c 4A) a-9.t ke'— Pr int wner/Agent's Name Prig ntractor/Agent's Name Signature of N Owner/Agent is _ Produced ID Oa- of Florida Date PATRICIA A MANN MY COMMISSION H DD 099327 EXPIRES: April 5, 2006 Bondod Thru Notary Public Underwriters Ily Known to Me or r- Signature of Notary -State f Florida Date PATRICIA A MANN MY COMMISSION II DD 099327 EXPIRES: April 5, 20061BorndadTtwNotaryPublicUrderwdta aALh Contractor/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: , `- ``I Date: 9 - .or Special Conditions: 81 ,CEO Permit No. Tax Parcel #: 32-19-30-5GS-0000-0170 NOTICE OF COMMENCEMENT State of Florida County of Seminole The UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues, the following information is provided in this Notice of Commencement. 1. Description of Property: 132 Wood Ridge Tr., Sanford, FL 32771 2. General description of improvement: Room Addition 3. Owner Information a. Name and Address: Keith M. & Sharon H. Ivey b. Interest in Property: Owner 100% c. Name and Address of fee simple titleholder: Same as Owner n Contractor (name &. address): Shoemaker Construction Company, Inc. 2701 West 25a' Street, Sanford, Florida 32771 Phone: 407-322-3103, Fax: 407-322-1205 5. Surety: N/A a. Name and address b. Phone Number and Fax c. Amount of Bond 6. Lender: N/A a. Name and address b. Phone Number and Fax IIIIIIIAIAmInIRIHN nmNI1lNtAfil111111111111 NARYANNE NORBE, CLERK OF CIRCUIT COURT BENINOLE COUNTY BK 04501 PG 1399 CLERK'S # 2002929894 RECORDED 08/26/2882 0300ift PH RECORDING FEES 6.W RECORDED BY L NcKinley 7. Person within the State of Florida designated by Owner upon whom notices or other documents may be serves as provided by Section 713.13 (1) (a) 7., Florida Statues; a. Name and Address: Shoemaker Construction Co., PO Box 1885, Sanford FL 32772 b. Phone Number: 407-322-3103 S. In addition to himself, Owner designates N/A to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statues. a. Phone Number and Fax: N/A o. Expiration date of NotjFe ofCommencement (the expiration date is 1 year from the date of recording unless a different dat is specifi d). CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT SE INOLE COU MCA ignature of DEP ER AUG 2 o 2W2 State of Florida County of Seminole 11-4 This foregoing instrument was acknowledged before me this is personally known to me and who did not take an oath. 19 Signature of pers taking a acknowledgment Printed or Typed Name day of April, 2002, by Keith M. Ivey, who This instrument prepared by: Alan Dean Shoemaker PO Box 1885 Sanford FL 32772-1885 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL er Se Minidr C oun1 W4 I III 1 1 n-e `N tipr GENERAL VALUE SUMMARY Parcel Id: 32-19-30-5GS-0000-0170 Tax District: S1-SANFORD Value Method: Market Owner: IVEY KEITH M & Exemptions: 00- p Number of Buildings: 1 SHARON H HOMESTEAD Depreciated Bldg Value: 99,704 Address: 132 WOOD RIDGE TRL Depreciated EXFT Value: 0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): 28,800 Property Address: 132 WOOD RIDGE TRL SANFORD 32771 Land Value Ag: 0 Subdivision Name: KAYWOOD REPLAT Just/Market Value: 128,504 Dor: 01-SINGLE FAMILY Assessed Value (SOH): 120,190 SALES Exempt Value: 25,000 Deed Date Book Page Amount Vac/Imp Taxable Value: 95,190 WARRANTY DEED 10/1996 03150 0485 $139,200 Improved 2001 Tax Bill Amount: 2,003 Find Comparable Sales within this Subdivision 2002 Notice of Proposed Property Tax LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 17 KAYWOOD REPLAT PB 30 PGS 27 & LOT 0 0 1.000 28,800.00 $28,800 28 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1996 9 2,743 1,893 CB/STUCCO FINISH $99,704 102,788 Appendage / Sgft SCREEN PORCH FINISHED / 259 Appendage / Sgft GARAGE FINISHED / 567 Appendage / Sgft OPEN PORCH FINISHED / 24 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax Lourposes. http:// www.scpafl.orglpls/weblre_web.seminole_county_title?parcel=3219305GS00000170... 9/5/2002 PLAT OF SURVEY for SHOEMAKER CONSTRUCTION COMPANY, INC. Legal Description Lot 17, KAYWOOD -EEPLAT, according to the plat thereof as recorded in Plat Book 30, Pages 27 and 28, of the Public Records of Seminole County, Florida. SURVEY NOTES: 1) The street address of the above described property is 132 Wood Ridge Trail. 2) The above described property lies in a Flood Zone AE. (FIRM 12117CO040E dated April 1995) SURVEYOR'S CERTIFICATE This is to certify that I have made a survey of the above described property• and that the plat hereon delineated is an accurate representation of the same. I further certify that this survey meets the Minimum Technical Standards as set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 61G17-6, Florida Administrative Code, pursuant to Section 472.027 of the Florida Statutes. sts-, KITNER SURVEYING, INC. R. BLAIR KITNER - P.L.S. No. 3382 Post Office Box 823, Sanford, FL 32772-0823 407) 322-2000 SURVEY DATE: 11 DECEMBER 1995 Resurveyed and revised: 10 October 1996 CERTIFIED CORRECT TO: KEITH and SHARON IVEY OLD KENT MORTGAGE SERVCES ABSOLUTE TITLE AGENCY FIDELITY NATIONAL TITL 17 1,0usr1 ov ' S XEMN 10JUTg6 IRO& CAP f 3382 0 Q Adams Building Materials To: 2443'Airpot-t Blvd. Reaction Summar Job Number: 34822Sanford, FI 32771 Shoemaker Construction Phone: 407-323-2100 Fax: 407-323-2268 P. O. Box 1885 Sanford, FL Page: Date: 1 08-14-2002 - 1:58:37 P\4Project: Ivey Residence County Model: Custom Addition Loading shingle Project 1D 34822 Contact: Site: Office: Deliver Account No: Designer: Mark G. BurnhamName: 132 Woodood Ridge Trail Phone: 322-3103 Sanford, FI Salesperson: Fax: Job# Seat Plates 34822 yesTentativeDeliveryDate: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: Joint 2 Joint 9 1 A01 13 - 8 - 0 ROOF TRUSS 6.00 930 lbs. 1150 lbs. 77 lbs. each 0.00 799 lbs. 1279 lbs. Joint 2 Joint 8 1 A02 13 - 8 - 0 ROOF TRUSS 6.00 614 lbs. 482 lbs. 79 lbs. each 0.00 290 lbs. 251 lbs. Joint 2 Joint 9 I A03 13 - 8 - 0 ROOF TRUSS 6.00 614 lbs. 482 lbs. 89 tbs. each 0.00 269 lbs. 271 lbs. Joint 2 Joint 3 Joint 4 2 C.11 1 - 0 - 1) ROOF TRUSS 6.00 272 lbs. 153 lbs. 10 lbs. 6lbs. each 0.00 304 lbs. 99 lbs. -15 lbs. Joint 2 Joint 3 Joint 4 2 C.13 3-0-0 ROOF TRUSS 6.00 270 lbs. 33 lbs. 28 lbs. 12 lbs. each 0.00 246lbs. 74 lbs. —il lbs. Joint 2 Joint 3 Joint 4 2 C.15 5-0-0 ROOF TRUSS 6.00 324 lbs. 102 lbs. 48 lbs. 19 lbs. each 0.00 261 lbs. 133 lbs. -70lbs. Joint 2 Joint 3 Joint 4 4 E.17 7-0-0 ROOF TRUSS 6.00 390 lbs. 164 lbs. 68 tbs. 25 lbs. each 1 0.00 1 291 lbs. 190 lbs. -99 lbs. Joint 2 Joint 4 Joint 5 l K.17 9 - 10 - 1 ROOF TRUSS 4.2.4 556 lbs. 138 lbs. 284 Ihs. 43 lbs. each 0.00 568 lbs. 160 lbs. -383 lbs. Job Truss Truss Type I Qty Ply SHOEMAKER / IVEY RES. 34822 A01 ROOF TRUSS 1 1 ng Materials, Sanford, FL 32771 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Aug 08 16:00: 2-0-0 3-9-4 1 - - 7-0-0 - -- 10-4-0 _--- 13-8-0 2-0-0 3-9-4 3-2-12 3-4-0 3-4-0 xr.. s = 10 5 11 12 055- 3-9-4 1 7-0-0 10-4-0 13-8-011 1 3-9-4 3-2-12 3-4-0 3-4-0 Plate Offsets(X;YY)_[2:0-2.10,0-1-8]_[6:0-2-4,0-2-12] CSI TC 0.57 DEFL in (loc) I/deft Vert(LL) 0.15 7-8 >999 PLATES GRIP M1120 249/190 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.11 7-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) -0.02 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 78 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing REACTIONS (lb/size) 9 = 1150/0-1-8 2 = 930/0-3-8 Max Horz 2 = 245(load case 4) Max Uplift 9 =-1278(load case 4) 2 = 798(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 49 2-3 1416 13-4 1250 4-10 1090 1 5-10 1089 5-11 7 j 11-12 7 6-12 7 I BOT CHORD 2-8 1204 8-13 707 i13-14 707 7-14 707 WEBS 7-9 970 6-9 180 3-8 135 4-8 139 5-8 589 -- WEBS 5-7 = -1100 NOTES (8-9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1278 lb uplift at joint 9 and 798 lb uplift at joint 2. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 194.71b down and 321.1lb up at 7-0-0, 111.1lb down and 175.71b up at 9-0-13, and 111.1lb down and 175.71b up at 11-0-13, and 111.1lb down and 175.71b up at 13-0-13 on top chord, and 312.91b down and 467.41b up at 7-0-0, 47.91b down and 73.91b up at 9-0-13, and 47.91b down and 73.91b up at 11-0-13, and 47.91b down and 73.91b up at 13-2-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 8) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4 = -54.0 4-6 = -54.0 2-7 = -20.0 Concentrated Dads (lb) Vert: 4=-194.7 7=-47.9 8=-313.0 10=-111.1 11=-. 11.1 12=-'I 11.1 13=47.9 14=-47.9 AUC 0 8 2002 Job 34822 IA02 ROOF TRUSS Building MiTek Industries, Inc. Thu Aug 08 16:00:44 2002 Page 2-0-0 1 4-9-4 1 9-0-0 1 13-8-0 1 2-M 4-9-4 4-2-12 4-8-0 Sr. 5= a.c 4 = 6 I 9-0-0 13-8-0i I 9-0-0 4-8-0 Plate Offsets(X,Y)_[2:0-2-10,0-1-8]_[5:0-2-8,0-2-0]_ 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 FBC2001 CSI TC 0.34 BC 0.25 WB 0.16 Matrix) DEFL in (loc) I/deft Vert(LL) 0.02 2-7 >999 Vert(TL) -0.13 2-7 >999 Horz(TL) 0.01 8 n/a 1st LC LL Min I/deft = 360 PLATES GRIP M1120 249/190 Weight: 80 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 OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 8 = 482/0-3-0 2 = 614/0-3-8 Max Horz 2 = 297(load case 4) Max Uplift 8 =-250(load case 4) 2 =-289(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 49 2-3 692 3-4 = -427 4-5 332 BOT CHORD 12-7 = 569 6-7 15 WEBS 6-8 = 14 5-8 468 13-7 = -264 4-7 95 5-7 = 510 NOTES (6-7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 8 and 289 lb uplift at joint 2. 6) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard AUG 0 8 2001 IVEY 34822 1 A03 I ROOF TRUSS Materials, Sanford, FL 32771 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Aug 08 16:00:44 2002 Page 2-0-0 1 5-9-4 } 11-0-0 } 13-M 2-0-0 5-9-4 5-2-12 2-8-0 5-9-4 { 11-0-0 { 13-8-0 { 5-9-4 5-2-12 2-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.02 2-8 999 M1120 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.04 1-2 703 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 90 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 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing REACTIONS (lb/size) 9 = 482/0-3-0 2 = 614/0-3-8 Max Horz 2 = 350(load case 4) Max Uplift 9 =-270(load case 4) 2 =-268(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 49 2-3 712 3-4 259 4-5 168 6-9 11 5-9 471 BOT CHORD 2-8 = 572 7-8 572 6-7 = 9 WEBS 3-8 = 121 3-7 456 4-7 = 142 5-7 474 NOTES (5-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) Bearing at joint(s) 9 considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 270 lb uplift at joint 9 and 268 lb uplift at joint 2. 5) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard GRIP 249/190 AUG U 8 2CGl Job Truss Truss Type Qty Ply SHOEMAKER / IVEY RES. 34822 CJ1 ROOF TRUSS 2 1 optional) Adams Building Materials, Sanford, FL 32771 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Aug 08 16:00:44 2002 Page 1 1-0-0 2-0-0 1-0-0 S- 1 1-0-0 { 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.00 2 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.05 1-2 527 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 7 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 98/Mechanical 2 = 272/0-3-8 4 = 10/0-1-8 Max Horz 2 = 78(load case 4) Max Uplift 3 = 98(load case 1) 2 = 258(load case 4) 4 = 9(load case 2) Max Grav 3 = 120(load case 4) 2 = 272(load case 1) 4 = 10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 48 2-3 = -73 BOT CHORD 2-4 = 0 NOTES (5-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 3, 258 lb uplift at joint 2 and 9 lb uplift at joint 4. 5) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard I iL _ 34822 CJ3 Adams Building M< ROOFTRUSS s Nov 16 2000 MiTek Industries, Inc. 2-0-0 3-0-0 2-0-0 3-M LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.00 2-4 999 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.08 1-2 324 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 28/Mechanical 2 = 270/0-3-8 4 = 28/0-1-8 Max Horz 2 = 116(load case 4) Max Uplift 3 = 73(load case 5) 2 = 209(load case 4) 4 = 26(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 49 2-3 = -58 BOT CHORD 2-4 = 0 NOTES (5-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3, 209 lb uplift at joint 2 and 26 lb uplift at joint 4. 5) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard PLATES M 1120 Weight: 13 lb GRIP 2491190 Job Truss Truss Type Qty Ply SHOEMAKER / IVEY RES. 34822 CJ5 ROOF TRUSS 2 1 optional) Adams Building Materials, Sanford, FL 32771 4.201 SR1 s Nov 16 2000 MiTek Industries. Inc. Thu Aua 08 16:00:45 2002 Pane 1 1 2-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.04 2-4 999 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.10 1-2 269 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (lb/size) 3 = 102/Mechanical 2 = 324/0-3-8 4 = 48/Mechanical Max Horz 2 = 155(load case 4) Max Uplift 3 = 132(load case 5) 2 = 226(load case 4) 4 = 45(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 49 2-3 = 35 BOT CHORD 2-4 = 0 NOTES (4-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 3, 226 lb uplift at joint 2 and 45 lb uplift at joint 4. 4) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard PLATES M 1120 Weight: 19 lb J L GRIP 249/190 a- • 1:15 Job Truss I Truss Type Qty Ply SHOEMAKER / IVEY RES. 34822 EJ7 ROOF TRUSS 4 1 motional) Adams Building Materials, Sanford, FL 32771 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Aug 08 16:00:45 2002 Page 1 2-0-0 I 7-M 1 2-0-0 7-0-0 s.-- i:ios LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 164/Mechanical 2 = 390/0-3-8 4 = 68/Mechanical Max Horz 2 = 200(load case 5) Max Uplift 3 =-189(load case 5) 2 =-255(load case 4) 4 =-64(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 49 2-3 = 58 BOT CHORD 2-4 = 0 CSI DEFL in (loc) I/deft TC 0.54 Vert(LL) 0.16 2-4 >507 BC 0.21 Vert(TL) 0.31 1-2 >86 WB 0.00 Horz(TL) -0.00 3 n/a Matrix) 1st LC LL Min I/deft = 360 NOTES (4-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 lb uplift at joint 3, 255 lb uplift at joint 2 and 64 lb uplift at joint 4. 4) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard PLATES M 1120 Weight: 26 lb GRIP 249/190 J s - -, 2002 Job Truss Truss Type Oh 34822 KJ7 ROOF TRUSS 1 Adams Building Materials, Sanford, FL 32771 4.201 SR1 s Nov 16 2-9-15 5-1-9 4-8-8 S.r - 5-1-9 9-10-1 5-1-9 4-8-8 Plate Offsets (X,Y)_[2:0-1-12,0-1-8] CSI TC 0.58 DEFL in floc) I/deft Vert(LL) 0.10 6-7 >999 PLATES GRIP M1120 249/190 LOADING(psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) 0.18 1-2 >203 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) -0.01 5. n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 44 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 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing REACTIONS (lb/size) 4 = 138/0-1-8 2 = 556/0-4-15 5 = 284/Mechanical Max Horz 2 = 225(load case 2) Max Uplift 14 = 159(load case 5) 2 = 567(load case 2) i 5 = 382(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 50 2-8 648 8-9 = 573 3-9 580 1 3-10 = 71 4-10 38 BOT CHORD 2-11 = 564 11-12 564 I7-12 = 564 7-13 564 16-13 = 564 5-6 0 WEBS 3-7 = 148 3-6 = 612 NOTES (6-7) 1) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 4, 567 lb uplift at joint 2 and 382 lb uplift at joint 5. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 120.51b up at 4-1-14, and 98.91b down and 237.8lb up at 6-11-13, and 9.71b down at 1-3-15 on top chord, and 19.61b down and 38.Olb up at 1-3-15, and 15.81b down and 72.51b up at 4-1-14, and 55.81b down and 110.1lb up at 6-11-13 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4 = -54.0 2-5 = -20.0 Concentrated Loads (lb) Vert: 9=46.3 10=-98.9 11=20.8 12=-15.8 13=-55.8 j [' -c AUG 0 8 200 L ALL NEW AND EX15T1N6 GEARING HEIGHTS A55UMEP TO MATCH GUILDER MUST VERIFY EXISTING PITCH fldams TO ma ra Fa 10-Nm Building -,V, a"- Mp Materials, Inc. OUR Us 0 USILKS R SW N Ft^l-FNcS Lrleedla FIRHf KW DTMI t LDD H 'dW SIGN I HiS Um n[A If.'U,LLOU IS IN HfH WTHS100 PSFF MID LUE iRLSS 9H1 ff f€ afl9HF F HE fialfi Sfif FDt RISE HWX DGIFLIN I ffML SEE 10-91 amm SHEET IF nE Tim RAZE VSRME UP.LI EhM MID SOS I MI M fUr FRM ITERS m aim Ulm 0110TE NRm TIPICHL HEEL Pitch 6/12 BrgSz: 3- I /• ADI-AD; NOIGHED TO ACCEPT UP t0 A ODUOLE EXISTING HEEL HEI6HT5 D/H: 24- SO HEIGHT E06ERWK5ATTACMONTTODEVE Ael ' EXISTING OVERHANG CONDITIONSHEiffii. LEDGER AM IT5 Ai1ALFMENi TO BE 5PEG'D AW SUPPLIED BY OTHERS. H02 o GEARING CONDITIONS (height, etc.) A03 CEUNG CONPITION5 OIMEN5ION5 s w EFORE PRODUCTION OF TRU55E5 L__j CAN GEGIN. Thanks Mork G. Gurnhom Don Ciccone Design Mgr. custa-$: Shoemaker ConsLrudion Job Mrber: 34822 f075.049 Fkpr Anthony PrapcL Ivey Residence Model: S.hdv m Lot Block Lacatim .Sanford.Seminole Ca Loedrg SHINGLE N DON hale: 8/7/02