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Home My WebLink About129 Drew Ave (3)im Permit N : (D lob Address: Description of Work: i f Historic District: C CI"I'V OF SANFORD PERMIT APPLICATION Date: Ile. Zoning: Total Square Footage Value of Work: S 'ZO16o Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm 11001 Electrical: New Service — N of AMPS Addition/Alteration Change of Servic. Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: N of fixtures N of Water & Sewer lines N of Gas Lines Plumbing/New Residential: N of Water Closets Plumbing Repair — Residential or Commercial Decupancy Type: Residential Commercial Industrial Construction Type: N of Stories: N of Dwelling Units: Flood Zone: (FF.MA form required) 3woers ontraclor Name & Address: hone & Fax: 3onding Company: ddress: Mortgage Lender: lddress: rchilect/Engiaeer: ddress: Contact Person: Phone: Slate Vense Number: a. a. Ct. -Gt r r A Phone: Fax: 0Z-J21 Is pplication 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 ssuancc 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 UR CONDITIONERS, etc. WNER'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 onstrrclion and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 40TICE: In addition to the requirements of" permit, there may be additional restrictions applicable to this property that may be found in the public records of his county, and there may be additional permits required from other governmental entities such as water management districu, slate agencies, or federal agencies. cccptance of i ' verifi lion that I will notify the wner of the property of the require me der Lie4Caw, FS (.•' •' E 'r// z Signature o Owncr/A ha Date Signature of ContractodA erg Y 16, e' i Print Owner/Agent's Name PrinlContractodAgcnt's N #DD614298 _3 •.8 Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID PPPROVALS: ZONING: UTIL: FD: pecial Conditions: cv 03/2006 Signature of Notary -State of FfItW - • ; : W. ; I>d Contractor/Agent is _ ovally Known to or Produced ID ENG: BLDG: CITY OF SANFORD PERM1tI' APPLICATION Permit # 0 o-3cl Job Address: Description of Work: Historic District: A In Al Permit Type: Building I/ Electrical Mechanical Plumbing Fin; Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non-Resid,ential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: # of Stories: Coo r No e & Address: ` Phone li Fa:: i GBondingCompanP Address: Mortgage Lender: Address: Arehiteet/Engineer. Address: of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial _ Industrial of Dwelling Units: FlotA Zone: (kEMA form required) Phone: Fa:: 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. JO OWNER'S AFFIDAVff: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of is ve 'fi I ' 1 tify the owner of the property of the requirements of Florida Lien w, FS 71 X -1 6d S' of gent Date Signature f Conbacto /Agent ate Print Owner/Agent's Name Print for/A is Name S' oT Notary fate o Date Signature of Notary -State of Florida Date DEBBIE BLANTON MY COMMISSION pp tggggt DEBBIE BLANTON EXPIRES: February25.2007 MY COMMISSION # DD teWl r •"-NOTARY Ft or PIR S: Fo%ar92S, 2007 Co Co Produced ID V APPROVALS: ZONIN % ro UTIL: FD: ENG: BLDG: Special Conditions: Rev 03/2006 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PPE TV i'li2i E:@f5T.1iT 4=.7 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-525-OJ00-0020 Number of Buildings: 1 Owner: WILLIAMS EVONY & SHIRLEY G Depreciated Bldg Value: $96,353 Mailing Address: 129 DREW AVE Depreciated EXFT Value: $0 CIty,State,ZipCode: SANFORD FL 32771 Land Value (Market): $24,000 Property Address: 129 DREW AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: WASHINGTON OAKS SEC 2 Just/Market Value: $120,353 Tax District: S1-SANFORD Assessed Value (SOH): $53,213 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor. 01-SINGLE FAMILY Taxable Value: $28,213 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $1,045 Deed Date Book Page Amount Vactlmp Qualified 2005 Tax Bill Amount: $532 WARRANTY DEED 01/1974 01009 0328 $19,100 Improved Yes Save Our Homes (SOH) Savings: $513 2005 Taxable Value: $26,663 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick... Method Units Price Value LEG LOT 2 BLK J WASHINGTON OAKS SEC LOT 0 0 1.000 24,000.00 $24,000 2 PB 16 PG 87 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 1974 5 1,080 1,408 1,080 CB/STUCCO $96,353 $112,038 FAMILY FINISH Appendage! Sgft OPEN PORCH FINISHED / 16 Appendage I Sgft GARAGE FINISHED / 312 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web. seminole_county title?parcel=3119315250J000020... 7/17/2006 r40 lea' P7.5 f N t, CONC• ; D J n V 1 1 N• I a _ a T SURVEYOR'S CERTIFICATE I, O.L. Helling, do hereby certify that I am a Registered Land Surveyor, and that I hold Certificate No. 1911 as prescribed by the Laws of the State of Flc)rida , and I have made a survey of the following described property: Lot 2 Block, J WASHINGTON OAK$, SECTION TWO 86 87AsrecordedinPlptBook — Public 16 — —. Paye-- -- Records of Seminole Coun—ty,.- Florida I certify that'th, above plot correctly shows the true dimensions of.1h6 property surveyed ; and further that none of the improvements on the above described premises encroach upon adjoining properties, and that no improvements, fences or eaves of adjoining properties encroach upon the above, d e s c r i b e d p r o p e r t y and that there are no violations bf the building restriction or zoning ordinances, except as shown and designated on the plot. C c? / 9 7-/— Date Job No. 20' Z 7. t --f-{ N N r rJ cavc..af,' n: ' 5. ' 3I ti Gov , aV M 44 S S i l L E,' ., T30' I .5 Rt ` , y CID SURVEYOR'S CERTIFICATE I, 0. L. Selling, do hereby certify that I am a Registered Land Surveyor,- and that I hold Certificate No.-1911+ , as p escribed by the Laws of the State of Fl on a , and I have made a survey of the following described property: Lot 2 Block J _ WASHINGTON OAKS SECTION TWO As recorded in Plot Book 16 Page__ _ 87---__ Public Records of_ SeMID01 CQgP-tY. F orida I certify that 01Q..9bove pleat correctly shows the true dimensions of the prope.oX surveyed ; and firther that none of the improvements on the above described premises encroach upon adjoining properties, and that no improvements, fences or eaves of adjoining properties encroach upon the above d e s c r i b e d p r o p e r t y and that there ate no violations of the building restriction or zoning ordinances, except as shown dnd desi.jnatecl on the p I at . Date Job No. 72- 4 7 3 Sep 14 06 06:58a Timothy D. Hudson 11i11111d 1 III II 11 it Ili II f11 II 1 III 11101 _ bep 1;j euub :i: lEPM HP LRSERJET FOX Yi ITl NOTTCE OF COMMENICENENI T ' 4ATaxFolioNo_ Alf 6 = rrl State of Florida County of Seminole 171Theundersiedherebygivesnoticethat ' y improvement will be made to certain real property, and in accordance with 0 Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. .IM 1. Des;.riptip of properly: (legal descript f e pr ,aAd otet.addr,ess ifiavailahle) 2. General description of improvement: 3. Owner information o a. dame *d.*d ak b. Interest in property -' - - c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor a. Nam and ad ess Gs 0 3. o. Phone number M) Fax nuTmber S. Surety M -- a. Name and address o. Phone number Fax number c. Amount of bond 6. Leader a.' Name and address o CLERK OF SEMINOLE r- I r-, R a COURT FL0RIOA :r b. Phone number . Fax n rnl,er 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may bes& r as pro-d ded by Section 713.13 (1) (a)7., Florida Statutes: a. Name and address t'Y a. Phone number Fax number ; S. In addition to himself or herself, Owner designates to receive a copy of the Lienor's Notice as provided in Section :rr 713.13(1)(b), Florida Statutes. rrl a. Phone number Fix number r 9. Expiration date of notice of commencement (the expiration date is I year from the to of recordin unless a different `;` date is spedfied) Signa of C]wner c: w m i' (or a zrmed} and subscribed before me this 1 tf+H day of , 20 0 (e by i•i Y. Personally Known fOR Produced identification, Type of Identification Produced Signature oP mrnisston 1' Public, State of Florida NNI'0-tv aLI.L, S _te of Flo the MY r, , n 24 20081 No. DO 2e1510 Bonded thru A,sh . ul15i ,t,t 2`? 1 7/ Project Identification BCG of Orlando Job number: 3103-1 Builder name: TDH Construction Inc. Job address/ lot number: garage addition Section/subdivision: roof City/County: Orlando, FL Truss Design Criteria and Loads (Individual Truss Design Drawings Show Special Loading Conditions) Building Code: FBC 2004/ ANSUTPI 2002 Gravity - Roof Total Load: 40 psf Gravity - Floor Total Load: N/A Wind mph: 120 mph Wind Design: ASCE 7-02 & FBC2004 Truss design software: Mitek 2000 Name, Address and Lic. # of Structural Engineer of Record for the Building: Name: N/A License #: Address: This package includes truss design drawings with individual. date of design. These trusses are listed on the attached spread sheet. These truss designs have been prepared by BCG of Orlando, Inc., under my direct supervision based on the parameters provided and shown on the truss drawings. The seal on this letter indicates acceptance of professional engineering responsibility solely for the truss drawings attached. The suitability and use of these components for any particular building is the responsibility of the building designer, per ANSUTPI-2002 Sec.2. This is in accordance with Rule 61 G5-31.003, Section 5 of Florida Board of Professional Engineers Rules. 2 / o to Delegated Truss besigW Engineer Registered Professional Engineer, State of Florida Christopher J. Newhouse, P.E. Florida License Number 49616 17018 Theiss Mail Route Spring, Texas 77379 281) 257-3057 BCG OF ORLANDO, INC. 901 EAST 26TH PLACE SANFORD FL 32773 Project: Garage Addition Model: Roof -Set Block No: Lot No: Contact Site Office Name: Phone: Fax: To: TDH CONSTRUCTION INC. P.O. BOX 530729 DEBARY FL 32753 Deliver To: Williams Residence 129 Drew Avenue FL Tentative Delivery Date: Material Summary Includes the following Truss List Order 6682 Page: 1 of 1 Date: 7/11 /2006 Bid No.: 3103-1 Account No: 339485803 Designer: Edgar Salesman: Dave Fortunato Quote No: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Wind: ASCE 7-02 per FBC2004; 120 mph; Total Roof Gravity Load = 40 PSF. Floor Gravity Load = x PSF. Exposure a , Enclosed. Computer Program Used: MiTek 20/20. Pages or sheets covered by this seal from: 0001 thru 0004 Total: 4 drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and thls Index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for the truss design drawings listed below. The suitability and use of each truss component for any particular building is the responsibility of the building designer, per ANSI/TPI 1-2002 Section 2. Date Truss 0001 07-11-2006 R1-A Date Truss Date Truss Date Truss 0002 07-11-2006 R1-GE1 0003 07-11-2008 RI -GE 0004 07-11-2006 R2-A i Job Truss Truss Type Qty Ply GARAGE ADDITION -ROOF SET 3103-1 R1-A COMMON TR 14 1 0001 - 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773, Edgardo Rodriguez 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 16:08:30 2006 Page 1 1-4-0 5-8-14 10-8-0 15-7-2 21-4-0 22-8-0 1-4-0 5-8-14 4-11-2 4-11-2 5-8-14 1-4-0 Scale = 1:38.7 4.00 12 4x6 = 4 5x6 / \ 5x6 3 W WW1 5 uO 1 7 jr o d 3x4 10 9 8 3x4 zzz 3x4 = 3x4 = 3x4 = 7-4-9 13-11-7 21-4-0 1 7-4-9 6-6-13 7-4-9 Plate Offsets X,Y : 2:0-3-14,0-1-8 , 3:0-3-0,0-3-0 , 5:0-3-0,0-3-0 , 6:0-3-14,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.08 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.21 2-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Wind(LL) 0.08 8-10 >999 240 Weight: 91 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4- -15 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. REACTIONS (lb/size) 2=927/0-8-0, 6=927/0-8-0 Max Uplift2=448(load case 3), 6=-448(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-1866/634, 3-4=-1650/579, 4-5=-1650/579, 5-6=-1866/634, 6-7=024 BOT CHORD 2-10=-505/1708, 9-10=-303/1192, 8-9=-303/1192, 6-8=-505/1708 WEBS 3-10=-307/180, 4-1 0=-1 23/509, 4-8=-1231509, 5-8=-307/180 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=3.Opsf; Category 11; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I, ( 9 njj1JUL220064) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448 lb uplift at joint 2 and 448 lb uplift at joint 6. LOAD CASE(S) Standard ` q 91 r . Newhouse Poi. Christophe r 170181-heiss Mail Route Splsing, TX 77379 Florida Ucense #k49616 Job, Truss Truss Type Qty Ply GARAGE ADDITION -ROOF SET 0002 - 2 3103-1 R1-GE1 COMMON TR 1 1 Job Reference o ional BCG of Orlando, Sanford, Florida 32773, Edgardo Rodriguez 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 16:08:31 2006 Page 1 1-4-0 , 5-8-14 10-8-0 15-7-2 21-4-0 22-8-0 1-4-0 5-8-14 4-11-2 4-11-2 5-8-14 1-4-0 Scale = 1:38.7 4.00 FIT 46 = 4 5x6 5x6 3 / W7 / \ 'W1 5 2x4 11 6 2 7in \ LO 1 1 8 I,? 0 0 3x4 = 12 11 10 9 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 7-4-9 1 13-11-7 214-0 7-4-9 6-0-13 7-4-9 Plate Offsets X,Y : 3:0-3-0 0-3-0 , 5:0-2-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.06 2-12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.17 2-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC20041TP12002 Matrix) Wind(LL) 0.05 10-12 >999 240 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=803/0-8-0, 7=38/3-0-0, 9=1019/3-0-0 Max Upli t2=-411(load case 3), 7=-141(load case 3), 9=-324(load case 3) Max Grav2=803(load case 1), 7=89(load case 5), 9=1019(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-1506/524, 3-4=-1288/468, 4-5=-905/367, 5-6=-92/437, 6-7=-129/442, 7-8=0/24 BOT CHORD 2-12=-401/1369, 11-12=-199/836, 10-11=-199/836, 9-10=-203/710, 7-9=-389/183 WEBS 3-12=-312/183, 4-12=-121/525, 4-10=-86/80, 5-10=0/224, 6-9=-183/92, 5-9=-1328/466 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=3.Opsf; Category 11; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. h_UL 1 I5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. L'' 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 411 lb uplift at joint 2, 141 lb uplift at joint 7 and 324 lb uplift at joint 9. LOAD CASES) Standard 1DEM IE j° E® Christopher J. Newhouse, p,E, f s j f O RID 17018 7heiss Mau Roche Q Spring, TX 77379 Florlde Licenss #49616 Job , , , Truss Truss Type Qty Ply GARAGE ADDITION -ROOF SET 0003 - 2 3103-1 R1-GE GABLE END 1 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773, Edgardo Rodriguez 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 16:08:31 2006 Page 1 1-4-0 10-8-0 21-4-0 22-8-0 1-4-0 10-8-0 10-8-0 1-4-0 Scale = 1:38.7 4.00 12 4x4 = 7 3x4 % 6 8 3x4 5 9 4 T 10 3 11 IT 3 T T T I 0 2 12 131 1 O1115,o 3x4 = 20 19 18 17 16 15 14 3x4 = 5x6 = 21-4-0 21-4-0 Plate Offsets X, 2:0-0-0,0-0-0 8:0-0-0,0-0-0 , 9:0-0-0,0-0-0 , 10:0-0-0,0-0-0 , 11:0-0-0 0-0-0 12:0-0-0,0-0-0 , 17:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) 0.01 13 n/r 180 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.02 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Wind(LL) 0.01 13 n/r 120 Weight: 92 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 ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=249/21-4-0, 17=14521-4-0, 18=18521-4-0, 19=6721-4-0, 20=36121-4-0, 16=18521-4-0, 15=6721-4-0, 14=36121-4-0, 12=24921-4-0 Max Uplift2=-200(load case 3), 18=-69(load case 3), 19=-48(load case 3), 20=-119(load case 3), 16=-69(load case 3), 15=-48(load case 3), 14=-119(load case 3), 12=-200(load case 3) Max Grav 2=249(load case 1), 17=145(load case 1), 18=189(load case 4), 19=67(load case 1), 20=361(load gcase4), 16=189(load case 5), 15=67(load case 1), 14=361(load case 5), 12=249(load case 1) uL ao `: FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=024, 2-3=-49/43, 3-4=-40/66, 4-5=-21/70, 5Z6 18/92, 6-7=-26/124, 7-8=-26/124, 8-9=-18/92, 9-10=-21/70, 10-11=-40/66, 11-12=-49/43, 12-13=024 BOT CHORD 2-20=0/65, 19-20=0/65, 18-19=0/65, 17-18=0/65, 16-17=0/65, 15-16=0/65, 14-15=0/65, 12-14=0/65 WEBS 7-17=-109/0, 6-18=-139184, 5-19=-60/53, 3-20=-255/146, 8-16=-139/84, 9-15=-60/53, 11-14=-255/146 ofNOTESPLOSjf 1) Unbalanced live loads have been for this design. QI roof considered 2) Wind: ASCE 7-02; 120mph h=17ft; TCDL=4.opsf; BCDL=3.Opsf; Category II; Exp B; 113-second gust); enclosed; ,g Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. - 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 lb uplift at joint 2, 69 lb Christopher]. Newhouse. uplift at joint 18, 48 lb uplift at joint 19, 119 lb uplift at joint 20, 69 lb uplift at joint 16, 48 lb uplift at joint 15, 119 lb uplift at 1%Z$ The'Is$i i ROUtijoint14and200lbupliftatjoint12. Spring, TX 77379 LOAD CASE(S) Standard Florida License #49616 Job , . . Truss Truss Type Qty Ply GARAGE ADDITION -ROOF SET 3103-1 R2-A COMMON TR 3 1 0004 - 3 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773, Edgardo Rodriguez 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 16:08:31 2006 Page 1 1-4-0 5-1-14 9-6-0 13-10-2 19-0-0 20-4-0 1-4-0 5-1-14 44-2 4-4-2 5-1-14 14-0 Scale = 1:34.9 4x4 = 4 4.00 F12 2x4 zz 2x4 3 V, 5 2 W n 2 6 Ln 1 ' Cr 0 0 3x5 5 8 3x5 5x8 = 9-6-0 19-0-0 9-6-0 9-6-0 Plate Offsets X,Y : 2:0-3-14,0-1-8 6:0-3-14,0-1-8 , 8:0-4-0,0-3-0 LOADING (psf) SPACING 24)-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.12 6-8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.34 6-8 >649 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2004ITP12002 Matrix) Wind(LL) 0.05 8 >999 240 Weight: 81 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 cc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-4 cc bracing. REACTIONS (lb/size) 2=83310-8-0, 6=833/0-8-0 Max Uplift2=414(load case 3), 6=-414(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-1585/555, 3-4=-1211/406, 4-5=-1211/406, 5-6=-1585/555, 6-7=0/24 BOT CHORD 2-8=-433/1459, 6-8=-433/1459 WEBS 3-8=-408/208, 4-8=-75/518, 5-8=-408/208 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 2 and 414 lb JUL 12 a uplift at joint 6. LOAD CASE(S) Standard e--- _ Christopher I Newhouse, p.E. Mi MS 17018Theiss Mail Route F oride rAnn *49414 i6-23-06. 3103-1 Nco OD r V` V/ W V/ j` < <<<< W Q \ < \ < ROOF TRUSS LAYOUT SCALE = N.T.S. GARAGE ADDITION fo.r SHIRLEY WILLIAMS ITY F dF uF'C! 06-23-06 REVI REVI REVI REVI GENERAL INFORMATION READ ALL NOTES. TRUSSES WILL NOT SE MANUFACTURED WITHOUT APPROVAL OF THIS DRAWING. WARNING AND INSTRUCTIONS: THOSE INSTALLING AND USING THESE COMPONENTS MUST READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS INCLUDED IN THE DELIVERY AND ENGINEERING PACKAGE. DO NOT INSTALL OR USE THESE COMPONENTS UNTIL THE FULL DELIVERY PACKAGE IS RECEIVED AND ALL THE TRUSSES ARE VERIFIED FOR ACCURACY. REFER TO HIS-61 SUMMARY SHEET (TRUSS PLATE INSTITUTE RECOMMENDATIONS) AND INDIVIDUAL TRUSS DESIGNS FOR IMPORTANT INFORMATION REGARDING BRACING AND INSTALLATION GUIDELINES. THE ADVICE OF A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT MUST BE SOUGHT ON MATTERS RELATING TO BEARING DESIGN, ANCHORAGE, BRACING, INSTALLATION AND USE OF COMPONENTS.ECG OF ORLANDO INC. IS NOT RESPONSIBLE FOR THESE MATTERS. A PERMIT FROM THEBUILUNG DEPARTMENT IS REQUIRED TO INSTALL THESE COMPONENTS. DO NOT INSTALL THESE COMPONENTS UNTIL ONE IS OBTAINED. CONTRACTOR MUST ADHERE TO ALL BUILDING CODE REQUIREMENTS REGARDING THE INSTALLATION AND USE OF TRUSSES. INSTALLATION AND USE: DO NOT CUT OR ALTER USSES. DO NOT INSTALL OR USE DAMAGE. TRUSSES ANO REPORTANY DAMAGED TRUSSES TO FABRICATOR. PROPER INSTALLATION AND USE OF THESE COMPONENTS IS THE SOLE RESPONSIBILITY OF THOSE PERSONS INSTALLING AND USING THESE COMPONENTS.BCG OF ORLAN INC. IS NOT RESPONSIBLE FOR THE LIABILITIES THAT MAY RESULT FROM FIELD STORAGE, MISUSE OR IMPROPER INSTALLATION OF THESE COMPONENTS INCLUDING, UT NOT LIMITED TO: FAILURES. BODILY INJURY, LOSS OF PROPERTY ANQKK LIFE. TRUSSES MUST BE INSTALLED BY CONTRACTORS WITH SUFFICIENT EXPERIENCE IN TRUSS INSTALLATION AND HANDLING. NO ALTERATION OF THE TRUSSES IS ALLOWED WITHOUT PREVIOUS APPROVAL OF TRUSSES MANUFACTURER, ANY UNAUTHORIZED ALTERATION, REPAIR OR MODIFICATION OF THE TRUSSES WILL CAUSE SCG OF 0 LANDO INC. TO RELINOUISH RESPONSIBILITY FOR THE STRUCTURAL SAFETY OF THOSE TRUSSES AND TO NOTIFY THE BUILDING OFFICIALS. THIS IS A TRUSS PLACEMENT DRAWING ONLY. TRUSSES SHOWN ON THIS PLAN ARE ACOMPONE PARTOFTHESTRUCTURE. THISPLAN IDENTIFIES TRUSS LOCATION. INSTALLER MUST REFER TO I—DLA-ENGINEERING DRAWINGS FOR PROPER IDENTIFICATION OF TRUSSES. BRACING . ERECTION AND PERMANENT BRACING W"ICH IS ALWAYS REQUIRED) ARE THE RESPONSIBILITY OF THE CONTRACTOR NOT THE TRUSS FABRICATOR. REFER TO INDIVIDUAL TRUSS DESIGNS AND ARCHITECTURAL OR ENGINEERING DRAWINGS FOR ADDITIONAL BRACING REQUIREOTO BE INSTALLED DURING ERECTION. REFER TO ARCHITECTURAL DRAWINGS FOR BRACING REQUIRED TO RESIST WIND AND OTHER SPECIFIC LOADING CONDITIONS. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENTTOPPLING AND COLLAPSING OURINGINSTALLATION.TRUSSES SHALL BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION. BEARINGS. ALL BEARINGS, BEARINGS DESIGNS, BRACING AND ANCHORAGE, ARE RESPONSIBILITY OF THE PROJECT DESIGNER, REFER TO INDMDUAL TRUSS DESIGNS FOR REACTION AND UPLIFTS. TRUSSES MAY NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR SAME. GIRDERS: GIRDER PLIES SHOULD BE FIELD CONNECTED BY BUILDER AS SHOWN IN THE INDIVIDUALTRUSS DESIGNS. SPACING: TRUSS SPACING 21" O C. UNLESS OTHERWISE NOTED ON LAYOUT. HANGERS: TRUSS MANUFACTURER WILL ONLY SUPPLY STANDARD LIGHT GAGE TRUSS TO TRUSS CONNECTORSASSHOWN ONTRUSS _ PLACEMENT DRAWINGS. b(' E 1[ VP AN'AND APPR V L[L:ALL DIMENSNINS, QUANTITIES, LOADING AND DETAILS OlJ THIS INDIVIDUAL ANDONINDDUAL TRUSS DESIGNS MUST BE REVIEWED AND APPROVED BY THE PROJECT ARCHITECT, ENGINEER AND/OR CONTRACTOR BEFORE FABRICATION, BY ACCEPTING, REVIEWING OR AUTHORIZING FOR FABRICATION THE TRUSSES DESCRIBED IN THIS DRAWING, THE BUYER OR BUYER'S REPRESENTATNE ACCEPTS ALL CONDITIONS DESCRIBED HEREIN. By DATE: TRUSS PLACEMENT PLAN AND INDIVIDUAL TRUSS DESIGNS ACCEPTED AND APPROVED. CU- 0MEn TDH Construction DESIGN DATA: MODEL Roof Sw__._..___._ DATE _-0623L6 LO7 LOADING CRITERIA: FBC 2004 OBA° OB. I2s°' A-""_S,"tT -- ROOF LIVE: 20 PSF ROOF DEAD: 20 PSF ARCHITECT Ra 6 Asset 1 MI. Den FL FLOOR LIVE: X PSF FLOOR DEAD: X PSF ejr WIND LOADING CRITERIA: ASCE7-02 WIND DESIGN VELOCITY: 120 MPH B C G WIND DURATION FACTOR: 1.33 OF ORLANDO INC-. EXPOSURE: B CATEGORY: II DESIGN ELEVATION: 174FT. 901 East 26th Place, Sanford, FL. 32773 DEAD LOAD FOR UPLIFT:7 LBS 5iiIodO""(,107)"°s IMPORTANCE FACTOR: 1.00 FAXNUm (107)3BG DF