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HomeMy WebLinkAbout2535 Park Ave 06-2536 COPERMIT •. rc: •• t 1p k 0 PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 0 0 ' :16DATE PERMIT DESCRIPTION j PERMIT VALUATION SQUARE FOOTAGE 0 tn ul City of Sanford Certificate of Occupancy ISSUED April 30, 2007 PARCEL NUMBER 01.20.30.502-0000-0090 PROPERTY ADDRESS 25,35 Park Ave PROPERTY ZONING MR-2-! e OWNER : E Ja-Ro, onstruction v 1 f Y PO BOX 682 y Sanford, FL 32772 CONTRACT --OR';, Ja-Ro Construction_ I PERMIT NUMBER 06-2536, DESCRIPTION OF WORK New Single Family -Detached CONSTRUCTION TYPE . - VB ; OCCUPANCY USE GROUP : R3=Detached� =' OCCUPANT LOAD - n/a--: p SPECIAL CONDITIONS. n/a In accordance with this- Certificate" `of Occupancy, all inspections for "Code compliance with Florida Building 2004 .for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. Approved Qyy� Building Official BP210U01 CITY OP�A1bORD 4/30/07 Application Miscellaneous Information Maintenance 8:24:46 Application number . . . . 06 00002536 Parcel Number . . . . . 01.20.30.502-0000-0090 Address . . . . . . . . . 2535 PARK Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information _ HISB 6/29/06 y 1 story/2 bath HISB 6/29/06 y noc on file exp 05/24/07 _ HISB 4/20/07 Y co sign off: HISB 4/20/07 Y P&Z: MR 4.23.07 HISB 4/20/07 Y PW: MW 04.23.07 HISB 4/20/07 Y Util: RB 04.27.07 _ HISB 4/30/07 Y final f/s on file Bottom F3=Exit F6=Add F12=Cancel U.S. DEPARCERTIFICATE OF HOMELAND SECURITY ELEVATION CE TIFICATE Federal Emergency Management Agency National Flood insurance Program Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION j Forinsurance Company Use: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. City State ZIP Code Sanford Florida 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, ate.) 01 30-502-0000.0090 S. 22 ft Lot 9 & All of Legal Lot 11. Otters Subdivislon PS 4 Pa 86 Public Records of Seminole Cou t Florida A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, eta) A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ❑ NAD 1927 ❑ 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) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage encosrdre(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 62. Courtly Name 77f-IF3. State City of Sanford -120294 --7Seminole County Florida B4. Map/Panel Number B5. Suffix B6. FIRM index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date I Effective/Revised Date I Zone(s) AO, use base flood depth) 1211CO045 E 4M7/95 4/17/95 X NA B10. 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) B11. Indicate elevation datum used for BFE in Item B9: © NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes 0 No. Designation Date [] CBRS [] OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. 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, VI-V30, V (with BFE), AR, AR/A, AR/AE, AR/A7-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in item A7. Benchmark Utilized 4545407 Vertical Datum NOVO 1929 Conversion/Comments None Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 50.73 © feet NA feet u meters (Puerto Rico only) ❑ meters (Puerto Rico only) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) NA feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 50"S [] feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building So. Q feet ❑ meters (Puerto Rico only) (Describe We of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 49•63 n feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 5930 n 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. ❑ Chedk here if comments are provided on bad( of form. 1; Certifier's Name License Number l James R Shannon Jr PLS 4671 - Title Company Name�(%� i w. 499 North 81-31, February See reverse side for continuation. �kW ,,Y Si�fANNON Jk, P:LS, i14671 Nal wiUqutareoar:al.e&meaignal rased seal of a Fulda Wa med Swmar & Mapper 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. Pgliy Number 2535 Park Avenue City State ZIP Code Company NAIC Number Sanford Florida 32771 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 The A/C is the lowest equipment servicing the building. MOTION E - SUILDIN-G-€LIEVATION INFORMATION (SURVEY NOT REQUIREDYFOR ZONE AO AND ZONE A (WITHOUT BFE) for1ones 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 El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. 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 Se Items 8 a or 9 (see a e 8 of Instruciions), the next higher floor (elevation C2.b in the diagrams) of the building is �, ❑ feet U meters [above or Lbelow the HAG. E3. Attached garage (top of slab) is ❑ feet [] meters [3 above or (] below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is , 0 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 FEMA4ssued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are coned to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Data 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 tloodplain management ordinance can complete Si and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. 0 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 FEMA4ssued or community4ssued BFE) or Zone AO. G3. ❑ The following information (items G4 -G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I 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 Q meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: Q 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 499 Nodh State Road 434 Suite 2153 • Altamoate Sp ings, Flatida 32714 Tel: 407-774-8372 Fix: 407-682-6655 F Mail: Sbannovxv®aol.com April 27, 2007 City of Sanford Building Division f PO Box 1788 Sanford, FL 32772 RE: Lot 9, 2535 Park Avenue Sanford, F132773 0 6 . 0 0 . . 0 0 9 0 . 0 . 0 . 0 . 0 . 0 0 0 ? CITY OF SANFORD PERMIT APPLICATION / Permit H : /J 7 �p Z�J 6/ Date - lob lob Address: 2 5`$�S / k-4 Description of Work: _ tiE� �S/ � �A1_ Total Square Footage Historic District: Zoning: Value of Work. 8 6, 000 Permit Type: Building Electrical Y Mechanical Plumbing Fire Sprinkler/Alarm Pool / Electrical: New Service — k of AMPS /f _V Addition/Alteration Change of Service TemporaryPole r/ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: +k of Fixtures H of Water & Sewer Lines It of Gas Lines Plumbing/New Residential: k of Water Closets Plumbing Repair — Residential or Commercial Dccupancy Type: Residential Commercial Industrial Eonstruction Type: /I of Stories: ti of Dwelling Units: Flood Zone: (FEMA form required ) Jwuers Name & Address: — T490 ,%� C%. a' � _ 5: f.A FLO 2 Z Z, 7 r Phone: -ontrac(or Name & Address: -- /f:.. 812 Z,- 4,4FZ State License Number: 'hone & Fax: _ 3onding Company: kddress: Mortgage Lender: \ddress: \rchitectlEngineer \ddress: Contact Person: Phone: Fax kpplication 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 ssuance 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 termit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, 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 onstruction 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 1TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT_ 40TICE: In addition to the requirentents of this 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 districts, state agencies, or federal agencies. acceptanceof permit is verification that I will notify the owner of the property of the requirements of FI id Lien LawS 71 Signature of Owner/Agent Date Signature ofConu<ctor Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID d'PROVALS: ZONING: UTIL: pecial Conditions: :ev 03/2006 Name DEBBIE BLANTON AY CON o ISSION # DD 188491 "_::I'iRES: February 25, 2007 RY _ FL Nq'igryAiscourd Assoc. Co. Produced ID FD: ENG: BLDG: N DEPARTMENT OF HOMELAND SECURITY !ral Emergency Management Agency final Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION No. 1660=000�2009 � February � Building Owner's Name # Buildi�Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Com � ny NAIC Number 2 ark Avenue State ZIP Code City 32771 l0 Sanford Property Description (Lot and Block ______Nu_mbers, Tax Parcel Number, Legal Description, etc.) 01 20-30-502-0000-0090 - S. 221 Lot 9 & All of Legal Lot 11 Otters Subdivision PB 4 Pa. 86 Public Records of S mingle County. F Building Use (e.g_, Residential, Non -Residential, Accessory, etc.) Horizontal Datum: ❑I NAD 1927 ❑ i. LatitudelLongitude: Lat. Long- i. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. ij` �. Building Diagram Number 1 q9. For a building with an attached garage, provide: 1. For a building with a crawl space or enclosure(s), provide: ft a) Square footage of attached garage a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings to the attached I b) No. of permanent flood openings in the crawl space or walls within 1.0 foot above adjacent grade enclosure(s) walls within 1.0 foot above adjacent grade in c) Total net area of flood openingss in A9.b c) Total net area of flood openings in A8.b sI SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 83. State 1. NFIP Community Name & Community Number B2. County Name Florida City of Sanford-120294 Seminole County 134. Map/Panel Number 65. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood 89. Base Flood Elevat Date Effective/Revised Date Zones) �AO, use base o0 1211C0045 E 4117195 4hT195 X ii I 0. Indicate the source of the Base Flood Elevation; (BFE) data or base'flood depth entered in item B9. ❑ FIS Profile Q FIRM ❑ Community Determined ❑ Otlrer (Describe) 1. Indicate elevation datum used for BFE in Item 69: 0NGVD 1929; ❑ NAVD 1988 ❑ Other (Describe) 2. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ✓❑ No Designation Date ❑CBRS ❑ OPA SECTION C - Building elevations are based on: p Consl `A new Elevation Certificate will be required wl Elevations — Zones Al-A30, AE, AH, A (with B below according to the building diagram specil Benchmark Utilized 4545401 conversion/Comments None IILDING ELEVATION INFORMATION (SURVEY REc UIM: bon Drawings` ❑ Building Under Construction' ❑ construction of the building Is complete. VE, V1 V3o, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, in Item A7. Vertical Datum NGVD 1929 a) Top of bottom floor (including basement, crawl space, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) SECTION D SURVEYOR; ENGINEER This certification is to be signed and sealed by a land surveyor, engineer, or arch information. I certify that the information on this Certificate represents my best el I understand that any false statement may be punishable by fine or imprisonment ❑ Check here if comments are provided on back of form. ame hannon Jr Company Name Shannon Surveying city SR 434 Suite o. 2 3 Altamonte S rin s Date 1 81-31, Februa 2 6 See reverse Check the measurement used. 49.38 ❑✓ feet ❑ meters (Puerto Rico only) NA feet ❑ meters (PI erto Rico only) NA ❑ feet ❑ meters (Puerto Rico only) NA ❑ feet ❑ meters (Puerto Rico only) NA ❑ feet ❑ meters (Puerto, Rico only) NLO feet ❑ meters (Puerto Rico only)' NA ❑ feet ❑ meters (Puerto Rico only) OR ARCHITECT CERTIFICATION tect authorized by law to certify elevation brts to interpret the data available. under 18 U.S. Code, Section 1001. F_ i inmep Number for continuation. r Replaces NAD 1983 _sgft 3rage _ sq in m(s) (Zone depth) C2.a-g JR.,RL.S. #4671 Atheakihal sect gmveyar &Mapper hous editions v � i to I igna a ❑Check here if attachments TION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ! complete Sections A, B, For Zones AO and A (without BFE), complete Items E1-E5. I If the Certificate is intended to support a LOMA or LOMR-F request, and C. For Items E1 E4, use natural grade, 'd available. Check the measurement used. In Puerto Rico only, enter meters. 'and Provide elevation information for the fallowing and check the appropriate boxes to show whether the elevation is above or below the highest adjacent E grade (HAG) and the lowest adjacent grade (LAG). ❑ feet ❑ meters ❑ above or` ❑ below the HAG. a) Top of bottom floor (including basement, crawl space, or enclosure) is — ❑ feet [] meters ❑ above or El below the LAG. i b) Top of bottom floor (including basement, crawl space, or enclosure) is _ E2. For Building Diagrams 6 8 with permanent flood openings provided in Hems 8 nd/or 9 (see e 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet meters �] above or ribelow the HAG( E3. Attached garage (top of slab) is [] feet ❑ meters ❑ above or [] below the HAG. uipment�servicing the building is E4. Top of platform of machinery and/or eq! _ ❑ feet ❑ meters E] above or [] below the H'AG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the Comm nity s floodplain management l official must certify this information in Section G. ordinance? El Yes ❑ No ❑ Unknown. The ioca SECTION F -PROPERTY OWNER{OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-iss i or community -issued BFE) for Zone AO' must sign here. The statements in Sections A, B, and E are:corrert to the best of my knowledge. Property Owners or Owners Authorized Representative's Name j City; State ZIP city Address Date Telephone Signature i Comments SECTION G - COMMUNITY INFORMATION (OPTIONAL) �'he local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can and G of this Elevation Certificate. Complete the applicable item(s) and sign below Check the measurement used in Items �1. E]The information in Section C was taken from other documentation that Eras been signed and seated by a licensed a is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Corr G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA issued or community is 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 Complic 7. This permit has been issued for. ❑ New Construction ❑ Si 0. Elevation of as-buitt lowest floor (including basement) of the building: ;9. BFE or (in Zone AO) depth of flooding at the building site: Local Official's Name Community Name Signature Comments FEMA Form 81-31, February 2006 Title Telephone ❑ feet ❑ meters (PR) ❑ feet ❑ meters (PR) �ptete Sections A, B, C (or E), and G9. eyor, engineer, or architect who its area below.) d BFE) or Zone AO. I Replaces a editions COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD `;STATEMENT NUMBER 106-75109 DATE : /� `,j BUILDING PERMIT NUMBER. 047,; `571 (CITY) COUNTY NUMBER: UNIT ADDRESS: .S-5`S'�f7f TRAFFIC ZONE: JURISDICTION: 06 CITY OF SANFORD SEC: G I TWP�. -f� RING : :,�t PARCEL- oy 0 � - G SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: �, LOT: OWNER NAME: st C ADDRESS: 1-6 APPLICANT NAME: ADDRESS: 1. LAND USE CATEGORY: 001 - Single .Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS -ARTERIALS CO -AIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000,00 LIBRARY CO -WIDE 0 dw.l unit S 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 STATEMENT RECEIVED BY: fin_ (PLEASE PRINT NAME) dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE t 2,143,00 SIGNATURE: Ff DAT} _. NOTE TO RECEIVING SIG ATORY/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 PICKER 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******************** THIS I NSTRUMrNT PREPARED BY: Building &Fire InspeCtion� 'E: '© ;� may, 1101 East A 1st Stree AD RESS2�•ti �ydl SE I. OLE CouINTZ Sanford, FL 32771 .. sioam:�s �nTi:kni 04"I( r NOTICE OF COMMENCEMENT County of Seminole State of Florida Tax Folio No. (PID)/ Permit No. The undersigned hereby gives notice that improv1 713, Florida Statutes, the following information i DESCRIPTION OF PROPERTY (Legal des ran ,i n/_' 0/- DESCRIPTION OF nent will be made to certain real property, and in accordance with Chapter provided in this Notice of Commencement. ription of the property V 3 C� 66� � e and street address) 4 � A, in Z14 i ar OWNER INFORMATION Name and address ee Sim le, Partnership, etc.) Interest in property ( P NAME AND ADDRESS OF FEE Name and TY (Bonding Company) and address A nt of Bond Name and address / ********************************* Persons within the State of Florida designated by 713.13(1)(a)7., Florida Statutes: ` Name and address L A Persons within the State of Florida Design provided by Section 713.13(1)(a)7.,Flori Name and address: in addition to himself, Owner Designates TITLE HOLDER. (IF OTHER THAN OWNERVOLE i 'r +AN DEP G -3Z l MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06259 Pg 0347; (1pg) �r :03 AM *******#**** upon whom notice or other do dil t tJ �S sand Provided by Section RECORDED BY H Bailey by Owner upon whom notice or other documents may be served as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement r rt p exniration date is 1 year from date of recur Notary Pubk - State d Fldtda M Cormndabn Exphs DOC 7. 2001 Conm*sbn 0 DD 497604 Bonded By National Notary Assn. C ry Public l/ foregoing instrument was c To receive a copy of the Lienor's Notice as a different date is specified.) of Owner _ Day of Expires: before me this day of by of person acknowledged), who is personally known to me or who has �,��Tvne of identification), as identification and who did/did not tak CITY OF SANFORD PERMIT APPLICATION,, Permit # : 06-2536 Date:November 10, 2006 Job Address: 2555 S. Park Avenue Description of Work: New Construction — Plumbing Total Square Footage Historic District: Zoning: Value of Work: $ 6,945.00 Permit Type: Building Electrical Mechanical Plumbing XX Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 2 Plumbing Repair — Residential or Commercial Occupancy Type: Residential XX Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Ja-Ro Construction Owners Name & Address: P. 0. Box 682, Sanford, FL 32772 Phone: 407-324-9495 Contractor Name &Address: Walt' s Plumbing, Inca 125 N Cypress Way, Casselberry, FL 32707 State License Number: CFC 057280 Phone & Fax:407-834-5424,Fax 407-332-0711otactPerson: Walt Phone: 407-834-5424 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may: be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other. governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremen of Florida Lien Lgw, FS 713. Lt j�f , r►�4y► November 10, 2006 Signature of Owner/Agent Date Signature of Contractor/Agent Date Walt Stevenson Print Owner/Agent's Name. n t Contractor/Agent's Name jl r, - h _ 1 Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL: FD: Special Conditions: Rev 03/2006 �� - Notary Put>Ac - StO of FWft ?My Cornmission Eras Oct 5, 2010 ;, ,- 0 DOOM )duced N. ENG: BLDG: 10, 2006 JA-RO Construction, Inc. P.O. Box 682 Sanford, FL 32772-0682 Phone: 407-324-9495 Fax: 407-324-0076 Cell: 407-416-0078 May 23, 2006 To: City of Sanford Building Department Plan Review Re: Conditional Use Letter Attached to my permit application for constructing a single-family residence on the parcel of land located on the corner of Park Avenue and 25th Place is a letter from Larry Robertson approving this construction. One of the stipulations of this letter is that sidewalks be constructed on this property. I contacted Mr. Robertson, by phone, on October 19, 2005 at 9:15 AM, requesting that this stipulation be rescinded, as this entire area of Sanford has no sidewalks. Mr. Robertson agreed and gave me a verbal commitment that no sidewalks would be required. Sincerely, e`er d'.' / Rose L. Harkey BP210U01 CITY OF SANFORD 6/29/06 Application Miscellaneous Information Maintenance 11:35:28 Application number . . . . 06 00002536 Parcel Number . . . . . . 01.20.30.502-0000-0090 Address . . . . . . . . . 2555 PARK Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HISB 6/29/06 Y 1 story/2 bath _ HISB 6/29/06 Y Need noc HISB 6/29/06 -Y Need fema HISB 6/29/06 Y Need RIS ��� Bottom F3=Exit F6=Add F12=Cancel BOUNDARY SURVEY DESCRIPTION: ALL OF LOT 11, AND THE SOUTH 22.00 FEET OF LOT 9, OTTER'S SUBDIVISION, AS PER PLAT THEREOF RECORDED IN PLAT BOOK 4, PAGE 86, OF THE ati PUBLIC RECORDS OF SEMINOLE COUN FLORIDA. +00 + X 48.61 TEMPORARY BENCH MARK NAIL IN 12" OAK EL-49.52 �0 0? p +a9� 30.00 0b +0 25TH PLACE _�p°� '1+ 03 0 M IIO 1 SANITARY . I 48 59�48.30 0/H 0/N— --/C x 48 � .37 x IIH}II ^ry� 48 02 RECOVERED 1 /2- I ^t48.52 a00� io' IRON 0.60' N. PUNS 8kyl obf o 0 � S R 00 LOT 8 a^O, , FFILI x 48.69 lip n +0 + uj S89'41'59"W 127.50' x SET 5/8" IRON SET NON IRON i• SHANNON #4671 . LOT 10 b SHANNON 1p4671 tO � _ a 0 c o O"{ w ,,25.25' 22.00' 0. i- z v so �► `L CONCRtlt :}T 11 :3 N g DRIVEWAY PROPOSED ONE n' ' z 25.00' 10.67' STORY CONCRETE M M Lo _� W c> 0'L p`A' ! b BLOCK STRUCTURE to + OgriJ + : x + '� �tia �,� ,^ N ry 10� �� cV r! `� 58.67' + +°� :', oQ ao LOT 12 0 q JK ' O >� SANITARY ro RECOVERED 0 5/8' IRON �O RECOVERED (n MANHOLE 1/2-IRON 1.76'SOUTH 0.6'E&1.08'N + �4> S89'41'59"W ALLEY 127.50' + tv — �'� 4' CFIAIN LINK FENCE I RECOVERED 1 /8- IRONM LOT 285 t �ti`� +o +,g, +00 0h ah ,fig 11 0^ yet EDGE OF WATER ti 0�6� ay0 a1'\O + NOTES: REVISED 09/20/2006 ADJUSTED PROPOSED BLDG — UNDERGROUND UTILITIES WERE NOT LOCATED. — BEARINGS BASED ON THE CENTER LINE PARK AVENUE AS BEING S00'58'25"W. — ELEVATIONS BASED ON 1929 DATUM BENCHMARK ELEVATION AS BEING =49.52 SHANNON SURVEYING, INC. 499 NORTH S,R. 434 — SUITE 2153 ALTAMONTE SPRINGS, FLORIDA, 32714 (407) 774-8372 LB # 6898 DATE OF SURVEY: OCTOBER 9, 2005 �JdE.S R. SHANNO JR., P.L. #4671 FIELD BY: JH SCALE: 1' = 30, T VL1D WITHOUT THE SIGNATU ND THE ORIGINAL RAISED Pb4-86—Lot 7 9 11 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER FILE NUMBER: CrTY OF SANFORD PERMIT APPLICATION `C�I Date: MA U Permit## : Job Address: Description of Work: Historic District: '.�ZOn'&-- Permit Type: Building 4z— Electrical Electrical: New Service - # of AMPS Mechanical: Residential ✓ Non-Resideotial Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets occupancy Type: Residential Commercial ..__ ._....:,.., qrl.,n,- 1 # of Stories: ---_ Parcel#• Owners Name & Address -JAL -- Contractor Name & Address: Phone & Fax 'TU Bonding Company: Address: Mortgage Lender. . Address: AmbitectlEngine-- Address 1142. Application is hereby made to obtain a permit to do the w issuance of a permit and that all work will be performed ti permit must be secured for ELECTRICAL WORK, PLUI AIR CONDITIONERS, ere. OWNER'S AFFIDAVIT: I certify that all ofthe f0mFin epmstraetion and zoom& WARNING TO OWNER YOI TWICE FOR IMPROVEMENTS TO YOUR PROPERT ATTORNEY BEFORE RECORDING YOUR NOTICE I NOTICE: In addition to the require meets of this permit, I this county, and there may bo additional pertnits regmred is verification OM I will notify the ofNotaty-State Owner/Agent is er oral y Known to ,,,�roduced ID vy �PLICATION APPROVED BY: Bldg. Special Conditions: Value of Work: $ 00 d O O echattic.1 Phunbmg Fire Sprinkler/Alarm Pool Addition/Alftation Change of Service Temporary Pole - Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Liues­-L— # of Gas Lines Plumbing Repair - Residential Or mmercial Industrial Total Square Footage: U al— # of Dwelling Units: 1�_,Q Flood Zone: _ )4 __ WgMA form required for other than x) (Attach proof of ownership & Legal DexriPtion) Phone: i &4" p--- L • eUi %lo i State License Number e! j 3 Z 4.gZ � hone: Person 1 C1�'�P/ L/r7-�,p-C.Y-i 7� Phone: Fax: i Elk and insianatioas as indicated. I certify that no work or installationhas r to iiie }neat standards of all laws regulating construction in tbis jarisdi erstand that a separate BING. SIGWENS, POOLS, WENPOOLS, FURNACES, BOILERS, HEATERS, TANKS, and aformation is accurate and that all work will be done in compliance with all applicable laws regulating FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING IF YOU INTEND TO OBTAIN FINANCING, CONSULT WrM YOUR LENDER OR AN COMMENCEMENT. re may be additional restrictions applicable to this property that may be found in the public records of men other governmental entities such as water management districts. store agencies. or federal agencies. La raer of the property of the meats of Florid Lten FS 71 . p Si lure of ContraaodAgent Date i print CorttractodAgenYs Name signature, of Notary -State of Florida Date 4r Contractor/Agent is _ personally [Chown to Me or produced ID yC f �! �4s utilities: �/� 2% FD: Zonin - _ (Initid & Date) (Initial & Date) ej (Initial & Date) uninY 1lYlI'A L FEM It Alt) IiCr1i pW* . Site d Flluidt IV C4Mff&jW Fjow Da 7. 200E 1800iWO goflOM1 By Nd" N1► AM. 11392.00+ 352.00+ l45.00+ 133.00+ 004 2,133.00* 1,392• X 40•= 5:5'1630.00* ' 3b2• X 20•= 71240-00* 379•X 13•= 5,�21•00� 551680.00+ 71240.00+ b,822.00+ 003 59,`142_ •00 2,133- 2•X () • 01 = 10•6h�k .—raa 106 6.0 0 + rc� I1067.00+ 002 21133.00 M lWCP103Li 37t3VY to 1�Sf2 - *Jut) 't1� Af9 w' as .�gypA ��p ee �' FFYLFi i.�+.rvY� F+1�St wi Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 OOAO f - V.1 25TH PL H ?.o �.4viD JoHNsom. CPA, AGA PROPERTY ' APPRAISER1.o z.o > 1).0 �.o z"~ w �i.7wi O SEMINOLECOUNTY FL. 1 101 C. FIRST ST y F > ~ -:ANFORD, FL 32-771-1468 407-665-7505 85.0 m 206�1 l s Y m L41J ' 205.0 x �. 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 01-20-30-502-0000-0090 Number of Buildings: 0 Owner: JA-RO CONSTR INC Depreciated Bldg Value: $0 Mailing Address: PO BOX 682 Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32772 Land Value (Market): $12,690 Property Address: Land Value Ag: $0 Subdivision Name: OTTERS SUBD Ist!I' $12,690 Tax District: S1-SANFORD Assessed Value (SOH): $12,690 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $12.690 ax Estimator 2005 VALUE SUMMARY SALES 2005 Tax Bill Amount Deed Date Book Page Amount Vac/Imp Qualified 2005 Taxable Value: ui ��niparaoie Sales within tnis �.iUDUW610h DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick... Method Units Price Value S 22 FT OF LOT 9 & ALL OF LEG LOT 11 FRONT FOOT & 45 127 .000 300.00 $12,690 OTTERS SUBDIVISION DEPTH PB 4 PG 86 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.orglpls/weblre_web. seminole_county_title?PARCEL=012030502000O0090&cown... 5/23/2006 4 OF ORLA11 DO, INC. Project Identification BCG of Orlando Job number: 2577-2 Builder name: JA-RO Construction Job address/ lot number: Model Sage 1 Section/subdivision: Sage 1 City/County: Orlando, FL BCG of Orlando, Inc. 901 East 26t' Place Sanford, FL 32773 Phone: 407-330-5903 Fax: 407-330-5904 Toll Free: 800-530-0626 Truss Design Criteria and Loads (Individual Truss Design Drawings Show Special Loading Conditions) Building Code: FBC 2004/ ANSI/TPI 2002 Gravity - Roof Total Load: 40 psf NED Gravity - Floor Total Load: N/A T Of �A F®R,® Wind mph: 120 mph CITY I 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 ANSI/TPI-2002 Sec.2. This is in accordance with Rule 61G5-31.003, Section 5 of Florida Board of Professional Engineers Rules. 0/t"10� Delegated Truss DYsign Engineer Registered Professional Engineer, State of.Flotida Christopher J. Newhouse, P.E. Florida License Number 49616 17018 Theiss Mail Route Spring, Texas 77379 (281) 257-3057 BrG OF QRLANDO, INC. 901 EAST 26TH PLACE SANFORD FL 32773 Project: Model: Sage I Block No: Lot No: Contact Site Office Name: Phone Fax: 617-9297 To: Truss List JA-RO CONSTRUCTION P.O. Box 682 Job No: Page: 1 of 1 Sanford FL 32773 Date: 9/29/2006 Project 2577-2 Deliver To: Account No: 339485755 Designer: LbK Salesman: Dave Fortunato Deliver To Address3 Quote No: Tentative Delivery Date: Material Summary Includes the following General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Wind: ASCE 7-98 per FBC2004; 120 mph; Total Roof Gravity Load = 40 PSF. Floor Gravity Load = 60 PSF: Exposure B, Enclosed. Computer Program Used: MiTek 20/20. Pages or sheets covered by this seal from: 0001 thru 0025 Total: 25 drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this 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 Date Truss Date Truss Date Truss 0001 09-29-2006 CA 0002 09-29-2006 CJ5 0003 09-29-2006 CJ7 0004 09-29-2006 EJ31 0005 09-29-2006 EJ5 0006 09-29-2006 EJ7 0007 09-29-2006 J1 0008 09-29-2006 J3 0009 09-29-2006 J3A 0010 09-29-2006 J5 0011 09-29-2006 R01 0012 09-29-2006 R02 0013 09-29-2006 R03 0014 09-29-2006 R04 0015 09-29-2006 R04A 0016 09-29-2006 R05 0017 09-29-2006 R05A 0018 09-29-2006 R06A 0019 09-29-2006 R06G 0020 09-29-2006 R07G 0021 09-29-2006 ROB 0022 09-29-2006 R09 0023 09-29-2006 R10G 0024 09-29-2006 R11G 0025 09-29-2006 R12G � Of S�g0pt'D �a Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 CJ4 CORNER JACK 1 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:47 2006 Page 1 -2-9-15 3-0-0 5-4-4 279-15 3-0-0 2-44 Scale= 1: .3 3x4 3.18 12 3 1 2 T1 8 d .3! 61 1 72x4 11 6 5 3x4 = 3x4 = 3-0-0 5-4-4 3-0-0 2-4-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.01 2-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Wind(LL) 0.01 6-7 >999 240 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=36/Mechanical, 2=333/0-11-5, 5=86/Mechanical Max Horz 2=55(load case 3) Max Uplift4=-54(load case 3), 2=-604(load case 3), 5=-167(load case 3) Max Grav4=36(load case 1), 2=333(load case 1), 5=106(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=0138, 2-8=0/38, 2-3=-139/169, 3-4=-14/9 BOT CHORD 2-7=-89/118, 6-7=-89/118, 5-6=0/0 WEBS 3-7=-372/176, 3-6=-128/96 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; C-C Exterior(2); porch left exposed; Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 4, 604 lb uplift at joint 2 and 167 lb uplift at joint 5. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIf) Vert: 1-8=-60 OCT 02, 2006 Trapezoidal Loads (plf) Vert: 2=-7(F=7, B=7)-to-5=-107(F=-44, B=-44) LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 CJ5 CORNER JACK 1 1 Job Reference (optional) 8CG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:48 2006 Page 1 i -2-9-15 , 2-6-7 1 6-1 2-9-15 2-6-7 4-4-15 Scale: 314"= 2-6-7 6-11-6 2-6-7 44-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.09 6-7 >898 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.06 6-7 >999 240 Weight: 32 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. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=17/Mechanical, 2=385/0-11-5, 5=249/Mechanical Max Horz 2=53(load case 3) Max Upli t4=-7(load case 3), 2=-438(load case 3), 5=-133(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=0/38, 2-8=0/38, 2-3=-367/0, 3-4=-2/4 BOT CHORD 2-7=0/331, 6-7=0/331, 5-6=0/0 WEBS 3-7=-236/308, 3-6=-336/0 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 4, 438 lb uplift at joint 2 and 133 lb uplift at joint 5. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60 Trapezoidal Loads (plf) Vert: 2=-7(F=7, B=7)-to-5=-139(F=-59, B=-59) OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type oty Ply JA-RO CONST.-SAGE 1 MODEL 2577-2 CJ7 CORNER JACK 4 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:48 2006 Page 1 -2-9-15 5-6-8 9-9-5 -2-9-15 5-6-8 42-13 3.18 12 Scale =_1:2 =J 5-6-8 5-6-8 9-9-5 4-2-13 Plate Offsets X,Y : 2:0-4-5,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.06 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.15 7-8 >747 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.12 7-8 >967 240 Weight: 42 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. REACTIONS (lb/size) 5=17/Mechanical, 2=532/0-11-5, 6=574/Mechanical Max Horz 2=51 (load case 3) Max Uplift5=-10(load case 3), 2=-504(load case 3), 6=-323(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=0/38, 2-9=0/38, 2-3=-793/355, 3-4=-792/353, 4-5=-3/4 BOT CHORD 2-8=-316/752, 7-8=-316l752, 6-7=0/0 WEBS 4-8=-317/557, 4-7=-805/339 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 5, 504 lb uplift at joint 2 and 323 lb uplift at joint 6. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60 Trapezoidal Loads (plf) Vert: 2=-7(F=7, B=7)-to-6=-195(F=-88, B=-88) OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 9 MODEL 2577-2 EJ31 JACK TR 1 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 M7ek Industries, Inc. Fri Sep 29 15:36:48 2006 Page 1 -2-0-0 3-10-8 2-0-0 3-10-8 ale= 1:11.0 4.50 F12 CP 2 T1 61 1 4 2x4 = 3-10-8 3-10-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Wind(LL) 0.00 2 `""` 240 Weight: 15lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=56/Mechanical, 2=332/0-8-0, 4=35/Mechanical Max Horz 2=193(load case 3) Max Uplift3=-76(load case 3), 2=-375(load case 3) Max Grav3=56(load case 1), 2=332(load case 1), 4=70(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-60/14 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing.plate capable of withstanding 76 lb uplift at joint 3 and 375 lb uplift at joint 2. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 EJ5 JACK TR 6 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:49 2006 Page 1 2-0-0 5-0-0 2-0-0 5-0-0 3 le = 1:12.8 4.50 F12 T1 2 61 1 4 2x4 = 5-0-00 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.53 Vert(TL) 0.08 2-4 >714 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.10 2-4 >542 240 Weight: 19lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=102/Mechanical, 2=365/0-8-0, 4=46/Mechanical Max Horz 2=161(load case 3) Max Uplift3=49(load case 3), 2=-489(load case 3), 4=-145(load case 3) Max Grav3=102(load case 1), 2=365(load case 1), 4=93(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-66/28 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; C-C Interior(1); porch left exposed; Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss,has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3, 489 lb uplift at joint 2 and 145 lb uplift at joint 4. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.-SAGE 1 MODEL 2577-2 EJ7 JACKTR 16 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:49 2006 Page 1 -2-0-0 7-0-0 2-0-0 7-0-0 3 ale = 1:16.5 4.50 12 1 2 61 1 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.12 2-4 >688 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.29 2-4 >275 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.00 2 "" 240 Weight: 25 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=173/Mechanical, 2=434/0-8-0, 4=66/Mechanical Max Horz 2=194(load case 3) Max Uplift3=-110(load case 3), 2=-316(load case 3) Max Grav3=173(load case 1), 2=434(load case 1), 4=133(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-83/49 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 3 and 316 lb uplift at joint 2. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 J1 JACK TR @ 45 12 1 Job Reference (optional) PCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:49 2006 Page 1 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.00 2 >999 360 TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.00 2 "" 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.3 Scale = 1:6 PLATES GRIP MT20 244/190 Weight: 6 lb BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=310/0-8-0, 4=9/Mechanical, 3=-118/Mechanical Max Horz 2=105(load case 3) Max Uplift2=-452(load case 3), 3=-118(load case 1) Max Grav2=310(load case 1), 4=18(load case 2), 3=201(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-69/80 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; C-C Exterior(2); porch left exposed; Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2 and 118 lb uplift at joint 3. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 9 MODEL 2577-2 J3 JACK TR @ 45 11 1 Job Reference (optional) $CG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Sep 29 15:36:49 2006 Page 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.00 2-4 >999 360 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) .0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20047TP12002 (Matrix) Wind(LL) 0.01 2-4 >999 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.3 Scale =1 PLATES GRIP MT20 244/190 Weight: 13 lb BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=14/Mechanical, 2=313/0-8-0, 4=26/Mechanical Max Horz 2=165(load case 3) Max Uplift3=-12(load case 3), 2=-477(load case 3), 4=-82(load case 3) Max Grav 3=14(load case 1), 2=313(load case 1), 4=53(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-57/0 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; C-C Exterior(2); porch left exposed; Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 3, 477 lb uplift at joint 2 and 82 lb uplift at joint 4. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 J3A JACK TR @ 45 1 1 Job Reference (optional) ECG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Sep 29 15:36:50 2006 Page 1 Scale = 1 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 1-3 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.01 1-3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.00 1 '""" 240 Weight: 9 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=105/0-8-0, 2=79/Mechanical, 3=26/Mechanical Max Horz 1=94(load case 3) Max Uplift1=-62(load case 3), 2=-118(load case 3) Max Grav 1=105(load case 1), 2=79(load case 1), 3=53(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-55/25 BOT CHORD 1-3=0/0 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 1 and 118 lb uplift at joint 2. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 J5 JACK TR @ 45 8 1 Job Reference (optional) 13CG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:50 2006 Page 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.03 2-4 >999 360 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.07 2-4 >809 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Wind(LL) 0.00 2 "*' 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.3 PLATES MT20 Weight: 19 lb GRIP 244/190 BRACING TOP CHORD Structural wood sheathing directly applied 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=365/0-8-0, 4=46/Mechanical Max Horz 2=161(load case 3) Max Uplift3=-49(load case 3), 2=-316(load case 3) Max Grav3=102(load case 1), 2=365(load case 1), 4=93(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-66/28 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft;.TCDL=4.Dpsf; BCDL=6.Opsf; Category II; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and 316 lb uplift at joint 2. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 R01 COMMON TR 14 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:50 2006 Page 1 -2-0-0 6-4-14 1 12-3-8 16-8-0 21-0-8 26-11-2 33-4-0 35-4-0 2-0-0 6-4-14 5-10-9 4-4-8 4-4-8 5-10-9 6-4-14 2-0-0 Scale = 1:60.3 4x4 = 4.50 12 6 3x4 3x4 3x4 5 7 3x4 3x4 T 3x4 4 VVI 8 3 9 W4 W4 2 10 0 0 �I1 1114 0 0 3x8 = 16 15 14 13 12 3x8 = 2x4 II 5x6 = 3x8 = 5x6 = 2x4 II 6-4-14 12-3-8 16-8-0 21-0-8 26-11-2 33-4-0 6-4-14 5-10-9 4-4-8 4-4-8 5-10-9 6-4-14 Plate Offsets X,Y : 13:0-2-8,0-3-0 , 15:0-2-8,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.48 Vert(LL) -0.16 14 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.41 15-16 >960 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.16 15-16 >999 240 Weight: 173 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1450/0-8-0, 10=1450/0-8-0 Max Uplift2=-587(load case 3), 10=-587(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-2935l727, 3-4=-2344/660, 4-5=-2281/675, 5-6=-1854/597, 6-7=-1854/597, 7-8=-2281/675, 8-9=-2344/660, 9-10=-2935/727, 10-11=0/42 BOT CHORD 2-16=-536/2662, 15-16=-536/2662, 14-15=-401/2135, 13-14=-401/2135, 12-13=-536/2662, 10-12=-536/2662 WEBS 3-16=0/252, 3-15=-586/146, 5-15=-3/382, 5-14=-665/230, 6-14=-282/1026, 7-14=-665/230, 7-13=-3/382, 9-13=-586/146, 9-12=0/252 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=6.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 587 lb uplift at joint 2 and 587 lb uplift at joint 10. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Oty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 R02 HIP TR 2 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:51 2006 Page 1 -2-0-0 7-3-1 15-0-0 18-4-0 26-0-15 33-4-0 35-4-0_, 2-0-0 7-3-1 7-8-15 3-4-0 7-8-15 7-3-1 24-0 Scale = 1:61: 4.50 F12 4x8 = 4 5x6 = 5 3x8 = 14 13 12 11 10 9 3x8 — 2x4 II 4x6 = 3x4 = 3x8 = 4x6 = 2x4 II 7-3-1 15-0-0 18-4-0 26-0-15 33-4-0 7-3-1 7-8-15 3-4-0 7-8-15 7-3-1 Plate Offsets (X,Y): [3:0-3-0,0-3-0],[4:0-5-4,0-2-4] [5:0-3-0,0-2-61,[6:0-3-0 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.16 12-14 >999 360 MT20 2441190 TCDL 10.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.50 12-14 >789 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.15 7 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.17 12-14 >999 240 Weight: 165 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12, 6-11 REACTIONS (lb/size) 2=1450/0-8-0, 7=1450/0-8-0 Max Uplift2=-595(load case 3), 7=-595(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-2928/757, 3-4=-2087/637, 4-5=-1886/648, 5-6=-2089/637, 6-7=-2927/757, 7-8=0/42 BOT CHORD 2-14=-561 /2655, 13-14=-563/2652, 12-13=-563/2652, 11-12=-333/1885, 10-11=-563/2651, 9-10=-563/2651, 7-9=-561 /2655 WEBS 3-14=0/324, 3-12=-831 /245, 4-12=-24/424, 4-11=-202/206, 5-11=-24/424, 6-11=-830/245, 6-9=0/323 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=6.Opsf; Category II; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 2 and 595 lb uplift at joint 7. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 R03 H I P TR 2 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:51 2006 Page 1 -2-0-0 , 7-5-3 13-0-0 20-4-0 25-10-13 33-4-0 35-4-0 1 2-0-0 7-5-3- 5-6-13 7-4-0 5-6-13 7-5-3 2-0-0 Scale = 1:61.5 4.50 F12 4x8 = 5x6 = 4 5 5x6 5x6 T 3 W1 6 w W3 W3 ui T 1 0 2 7 0 ?I 1 8 Iv 0 0 3x6 14 13 12 11 10 9 3x6 2x4 11 3x4 = 3x8 = 2x4 11 3x4 = 3x4 = 1 7-5-3 13-0-0 20-4-0 25-10-13 33-4-0 7-5-3 5-6-13 7-4-0 5-6-13 7-5-3 Plate Offsets X,Y : 2:0-3-6,0-1-8 , 3:0-2-0,0-3-0 , 4:0-5-4,0-2-4 , 5:0-3-0,0-2-6 , 6:0-2-0,0-3-0 , 7:0-3-6,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.16 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.46 11-12 >850 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.15 7 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.16 9-11 >999 240 Weight: 160 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-11 REACTIONS (lb/size) 2=1450/0-8-0, 7=1450/0-8-0 Max Uplift2=-603(load case 3), 7=-603(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-2880/770, 3-4=-2277/711, 4-5=-2090I706, 5-6=-2277f710, 6-7=-2880/770, 7-8=0/42 BOT CHORD 2-14=-567/2605, 13-14=-563/2611, 12-13=-563/2611, 11-12=-424/2089, 10-11=-563/2610, 9-10=-563/2610, 7-9=-568/2605 WEBS 3-14=0/264, 3-12=-596/154, 4-12=0/458, 4-11 =-1 801181, 5-11=0/458, 6-11=-595/155, 6-9=0/264 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=6.Opsf; Category 11; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 603 lb uplift at joint 2 and 603 lb uplift at joint 7. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type I Oty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 R04 H I P TR 1 1 Job Reference (optional) SCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:51 2006 Page 1 -2-0-0 , 6-4-3 11-0-0 16-8-0 22-4-0 26-11-13 33-4-0 35-4-0 1 2-0-0 6-4-3 4-7-13 5-8-0 5-8-0 4-7-13 -6-4-3 2.0=0 Scale = 1:61 0 0 Plate Offsets 4.50 T2 4x8 = 3x4 � 2x4 II 4x8 = 3x4 5 6 7 3x4 3x8 = 18 17 16 15 14 13 12 'iX8 — 2x4 II 3x4 = 3x8 = 3x4 = 2x4 II 3x4 = 3x4 = 6-4-3 11-0-0 6-4-3 4-7-13 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TP12002 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=145010-8-0, 10=1450/0-8-0 16-8-0 5-8-0 22-4-0 26-11-1 5-8-0 4-7-13 CSI DEFL in (loc) I/deft Ud TC 0.48 Vert(LL) -0.18 15 >999 360 BC 0.54 Vert(TL) -0.4513-15 >872 240 WB 0.23 Horz(TL) 0.15 10 n/a n/a (Matrix) Wind(LL) 0.19 15 >999 240 BRACING 33-4-0 6-4-3 PLATES GRIP MT20 244/190 Weight: 166 Ib TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-1 cc bracing. Max Uplift2=-612(load case 3), 10=-612(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-2917l784, 3-4=-2449/757, 4-5=-2360l769, 5-6=-2568/856, 6-7=-2568/856, 7-8=-2360/769, 8-9=-2449/757, 9-10=-2917/784, 10-11=0/42 BOT CHORD 2-18=-587/2643, 17-18=-587/2643, 16-17=-503/2258, 15-16=-503/2258, 14-15=-503/2258, 13-14=-503/2258, 12-13=-587/2643, 10-12=-587/2643 WEBS 3-18=0/221, 3-17=-451/94, 5-17=0/364, 5-15=-127/508, 6-15=-355/227, 7-15=-127/508, 7-13=0/364, 9-13=-451/94, 9-12=0/221 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=6.Opsf; Category 11; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 612 lb uplift at joint 2 and 612 lb uplift at joint 10. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST. SAGE 1 MODEL 2577-2 R04A H I P TR 1 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:52 2006 Page 1 6-4-3 11-0-0 16-8-0 22-4-0 26-11-13 33-4-0 35 4-0 6-4-3 4-7-13 5-8-0 5-8-0 4-7-13 6-4-3 2-0-0 Scale = 1:58.6 4x8 = 2x4 11 4x8 = 3x4 4.50 12 3 4 5 3x4 3x4 5:� 2 7 I W2 ao >W3 4 1 8 0 01441 9 l� 0 0 3x8 = 16 15 14 13 12 11 10 3x8 = 2x4 11 3x4 = 3x8 = 3x4 = 2x4 11 3x4 = 3x4 = 6-4-3 11-0-0 16-8-0 224-0 26-11-13 33-4-0 6-4-3 4-7-13 5-8-0 5-8-0 4-7-13 6-4-3 Plate Offsets X,Y : 3:0-5-4,0-2-4 , 5:0-5-4,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.18 13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.46 13-15 >858 240 BCLL 0.0 Rep Stress Incr YES WS 0.26 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.19 13 >999 240 Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=1301/0-8-0, 8=1455/0-8-0 Max Horz 1=-71(load case 3) Max Uplift1=-392(load case 3), 8=-621(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2993/910, 2-3=-2477/814, 3-4=-2589/890, 4-5=-2589/890, 5-6=-2374/792, 6-7=-2463/780, 7-8=-2931 /807, 8-9=0/42 BOT CHORD 1-16=-713/2720, 15-16=-713/2720, 14-15=-543/2283, 13-14=-543/2283, 12-13=-524/2271, 11-12=-524/2271, 10-11=-608/2655, 8-10=-608/2655 WEBS 2-16=0/229, 2-15=-511/192, 3-15=-27/370, 3-13=-120/507, 4-13=-356/229, 5-13=-143/518, 5-11=01364, 7-11 =-451/94, 7-10=0/221 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (37second gust); h=17ft; TCDL=4.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 392 lb uplift at joint 1 and 621 lb uplift at joint 8. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 R05 HIP TR 1 1 Job Reference (optional) ,BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:52 2006 Page 1 -2-0-0 4-4-11 9-0-0 14-4-15 18-11- 2-0-0 4-4-11 4-7-5 5-4-15 4-6-2 5x6 = 4.50 12 3x4 = 3x4 = 3x4 = 4 5 6 7 24-4-0 28-11-5 33-4-0 , 35-4-0 5-4-15 4-7-5 4-4-11 2-0-0 Scale = 1:61 5x6 = 8 0 114 0 3x6 16 15 14 13 12 3x6 3x8 = 4x6 = 3x4 = 46 = 3x8 = 9-0-0 16-8-0 24-4-0 + 33-4-0 9-0-0 7-8-0 7-8-0 9-0-0 LOADING (psfl SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.21 14 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.55 14-16 >713 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2004lTP12002 (Matrix) Wind(LL) 0.23 14 >999 240 Weight: 161 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1450/0-8-0, 10=1450/0-8-0 Max Uplift2=-621(load case 3), 10=-621(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-2898/846, 3-4=-2668/794, 4-5=-2483/786, 5-6=-3078/994, 6-7=-3078/994, 7-8=-2483/786, 8-9=-2668/794, 9-10=-2898/846, 10-11=0/42 BOT CHORD 2-16=-646/2632,15-16=-800/3031, 14-15=-800/3031, 13-14=-800/3032, 12-13=-800/3032, 10-12=-646/2632 WEBS 3-16=-191/84, 4-16=-56/598, 5-16=-751/276, 5-14=0/166, 7-14=0/165, 7-12=-751/276, 8-12=-56/598, 9-12=-1 91/84 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=6.Opsf; Category II; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 621 lb uplift at joint 2 and 621 lb uplift at joint 10. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 R05A HIP TR 1 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:53 2006 Page 1 4-4-11 9-0-0 14-4-15 18-11-1 24-4-0 28-11-5 33-4-0 35-4-0 4-4-11 4-7-5 5-4-15 4-6-2 5-4-15 4-7-5 4-4-11 2-0=0 Scale = 1:58. 5x6 = 5x6 = 4.50 F12 3x4 = 3x4 = 3x4 = 3 4 5 6 7 2x4 2x4 2 1 W V1f2 $ ro ao 4 W M 1 9 0R10 1014 o O 3x8 = 15 14 13 12 11 3x8 = 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 9-0-0 16-8-0 24-4-0 33-4-0 9-0-0 7-8-0 7-8-0 9-0-0 Plate Offsets X,Y : 3:0-3-0,0-2-6 , :0-3-0,0-2-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.49 Vert(LL) -0.22 13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.57 11-13 >687 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.17 9 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.25 11-13 >999 240 Weight: 158lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=1309/Mechanical, 9=1462/0-8-0 Max Horz 1=-71(load case 3) Max Upliftl=-403(load case 3), 9=-632(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3101/1030, 2-3=-2767/881, 3-4=-2575/866, 4-5=-3137/1044, 5-6=-3137/1044, 6-7=-2516/815, 7-8=-2703/824, 8-9=-2931/874, 9-10=0/42 BOT CHORD 1-15=-843/2858, 14-15=-860/3101, 13-14=-860/3101, 12-13=-84313083, 11-12=-843/3083, 9-11=-672/2662 WEBS 2-15=-330/210, 3-15=-99/623, 4-15=-735/254, 4-13=0/154, 6-13=01174, 6-11=-772/294, 7-11=-66/605, 8-11=-189/82 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=6.Opsf; Category 11; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 403 lb uplift at joint 1 and 632 lb uplift at joint 9. OCT 02, 2006 LOAD CASE(S) Standard LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 R06A HIP TR 1 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:53 2006 Page 1 7-0-0 12-9-10 20-6-6 26-4-0 33-4-0 35-4-0 7-0-0 5-9-10 7-8-13 5-9-10 7-0-0 2-0-0 Scale = 1:58. = 4.50 12 5x6 3x4 = 3x5 = 3x4 = 5x6 = 2 3 4 5 6 W2 1 W W2 00 CN 1 7 N O O 131 v]Ri 8 iv O O 3x8 = 13 12 11 10 9 3x8 = 3x4 = 5x12 MT20H WB = 3x4 = 5x12 MT20H WB = 3x4 = 7-0-0 16-8-0 26-4-0 33-4-0 7-0-0 9-8-0 9-8-0 7-0-0 Plate Offsets X,Y : 2:0-3-0,0-2-6 , 6:0-3-0,0-2-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.31 11 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.87 9-11 >452 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.20 7 n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Wind(LL) 0.35 9-11 >999 240 Weight: 142lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=1309/Mechanical, 7=1462/0-8-0 Max Horz 1=-71(load case 3) Max Uplift1=-412(load case 3), 7=-641(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3058/960, 2-3=-2824/950, 3-4=-3979/1263, 4-5=-3979/1263, 5-6=-2713/845, 6-7=-2954/860, 7-8=0/42 BOT CHORD 1-13=-758/2786, 12-13=-117913859, 11-12=-117913859, 10-11 =-1 149/3822, 9-1 0=-1 149/3822, 7-9=-653/2674 WEBS 2-13=-108/723, 3-13=-1271/459, 3-11=0/334, 5-11=01360, 5-9=-1326/541, 6-9=-115/740 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=6.Opsf; Category II; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 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 MT20 plates unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 1 and 641 lb uplift at joint 7. OCT 02, 2006 LOAD CASE(S) Standard LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 R06G HIP GIRDER TR 1 1 Job Reference (optional) f3CG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:54 2006 Page 1 2-0-0 4-1-0 4.50 12 7-0-0 11-10-14 , 16-8-0 2-11-0 4-10-14 4-9-2 5x6 = 3x5 = 4 5 21-5-2 26-4-0 29-3-0 33-4-0 , 35-4-0 4-9-2 4-10-14 2-11-0 4-1-0 2-0-0 Scale = 1:61. 8x8 = 36 = 5x6 = 6 7 8 n-A 4x12 � 16 15 14 13 12 4x12 6x8 = 8x12 MT20H= 2x4 11 8x12 MT20H= 6x8 = 7-0-0 11-10-14 16-8-0 21-5-2 26-4-0 33-4-0 7-0-0 4-10-14 4-9-2 4-9-2 4-10-14 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) -0.48 14 >814 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -1.21 14 >323 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.24 10 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.60 14 >656 240 Weight: 207 lb LUMBER TOP CHORD 2 X 4 SYP No.2 *Except* T2 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP DSS WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=2804/0-8-0, 10=2804/0-8-0 Max Uplift2=-1178(load case 3), 1 0=-1 178(load case 3) BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. WEBS 1 Row at midpt 5-16, 7-12 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-6583/2315, 3-4=-6645/2356, 4-5=-6144/2219, 5-6=-8662/3222, 6-7=-8662/3222, 7-8=-6144/2219, 8-9=-6645/2356, 9-10=-6583/2315, 10-11=0/47 BOT CHORD 2-16=-2020/6059, 15-16=-3036/8639, 14-15=-3323/9405, 13-14=-3323/9405, 12-13=-3036/8639, 10-12=-2020/6059 WEBS 3-16=-45/350, 4-16=-509/1814, 5-16=-2837/1120, 5-15=-43/626, 6-15=-892/324, 6-14=0/283, 6-13=-892/324, 7-13=-43/626, 7-12=-2837/1120, 8-12=-509/1814, 9-12=-45/350 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=6.Opsf; Category II; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 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 MT20 plates unless otherwise indicated. OCT �2 2��6 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1178 lb uplift at joint 2 and 1178 lb uplift at joint 10. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 513 lb down and 193 lb up at 26-4-0, and 513 lb down and 193 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LTG - Structural Engineering LOAD CASE(S) Standard 17018 Theiss Mail Route 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Continued on oaoe 2 2577-2 R06G HIP GIRDER TR of Qty I Ply I JA-RO CONST.- SAGE 1 Job Reference (optional) s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:54 LOAD CASE(S) Standard Uniform toads (plf Vert: 1-4=-60, 4-8=-125(F=-65), 8-11=-60, 2-16=-20, 12-16=-42(F=-22), 10-12=-20 Concentrated Loads (lb) Vert: 16=-513(F) 12=-513(F) Job Truss Truss Type Qty Ply JA-RO CONST.-SAGE 1 MODEL 2577-2 R07G HIP GIRDER TR 1 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 Mi-rek Industries, Inc. Fri Sep 29 15:36:54 2006 Page 1 5-0-0 8-7-9 12-7-12 16-8-0 20-8-4 1 24-8-7 28-4-0 33-4-0 354-0 5-0-0 3-7-9 4-0-4 4-0-4 4-0-4 4-0-4 3-7-9 5-0-0 2-0-0 Scale = 1 4.50 F12 4x8 = 3x4 = 5x6 = 2x4 11 5x6 = 3x4 = 4x8 = 3x5 % 19 18 1716 15 1413 12 11 JX`J 2x4 11 3x4 = 4x6 = 3x4 = 3x8 = 3x4 = 4x6 = 3x4 = 2x4 11 5-0-0 8-7-9 12-7-12 16-8-0 20-84 24-8-7 28-4-0 33-4-0 5-0-0 3-7-9 4-0-4 4-0-4 4-0-4 4-0-4 3-7-9 5-0-0 Plate Offsets (X Y): [1:0-3-11 0-1-8] [2:0-5-4 0-2-4] [4:0-3-0 0-3-0] [6:0-3-0 0-3-0] [8:0-5-4,0-2-4] [9:0-3-1110-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.05 18 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.14 18-19 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.06 18 >999 240 Weight: 181 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 6-0-0 oc bracing: 14-15. REACTIONS (lb/size) 1=840/Mechanical, 15=2077/0-8-0, 9=630/0-8-0 Max Horz 1=-79(load case 3) Max Uplift1=-223(load case 3), 15=-541(load case 3), 9=-391(load case 3) Max Grav 1=844(load case 4), 15=2077(load case 1), 9=636(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-19321504, 2-3=-1765/457, 3-4=-677/171, 4-5=-302/1368, 5-6=-302/1368, 6-7=0/136, 7-8=-669/268, 8-9=-828/182, 9-10=0/47 BOT CHORD 1-1 9=-346/1761,18-19=-347/1789, 17-18=-298/1765, 16-17=-298/1765, 15-16=-12/633, 14-15=-163/87, 13-14=-110/669, 12-13=-110/669, 11-12=-30/725, 9-11=-39/720 WEBS 2-19=-20/377, 2-18=-34/84, 3-18=0/199, 3-16=-1204/314, 4-16=-131557, 4-15=-2186/522, 5-15=-326/178, 6-15=-1351 /412, 6-14=-21 /374, 7-14=-838/215, 7-12=0/188, 8-12=-91 /0, 8-11=0/174 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=6.Opsf; Category II; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 1, 541 lb OCT 02, 2006 uplift at joint 15 and 391 lb uplift at joint 9. 8) Load case(s) 1, 2, 3, 4, 5 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 80 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LTG - Structural Engineering 17018 Theiss Mail Route LOAD CASE(S) Standard Spring, TX 77379 Christopher J. Newhouse, P.E. Continued on page 2 Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 R07G HIP GIRDER TR 1 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:54 2006 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Platelncrease=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-95(F=-35), 5-8=-60, 8-10=-60, 1-19=-20, 15-19=-32(F=-12), 9-15=-20 Concentrated Loads (lb) Vert: 19=-233(F) 2) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-46(F=-26), 5-8=-20, 8-10=-20, 1-19=-40, 15-19=-52(F=-12), 9-15=40 Concentrated Loads (lb) Vert: 19=-175(F) 3) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=35, 2-5=51(F=12), 5-8=39, 8-9=35, 9-10=89, 1-19=-12, 15-19=-24(F=-12), 9-15=-12 Horz: 1-2=-43, 8-9=43, 9-10=97 Drag: 2-3=-0, 7-8=0 Concentrated Loads (lb) Vert: 19=80(F) 4) 1 st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-95(F=-35), 5-8=-60, 8-10=-20, 1-19=-20, 15-19=-32(F=-12), 9-15=-20 Concentrated Loads (lb) Vert: 19=-233(F) 5) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-95(F=-35), 5-8=-60, 8-10=-60, 1-19=-20, 15-19=-32(F=-12), 9-15=-20 Concentrated Loads (lb) Vert: 19=-233(F) Job Truss Truss Type oty Ply JA-RO CONS T.-SAGE 1 MODEL s 2577-2 R08 COMMON TR 1 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:55 2006 Page 1 -2-0-0 6-1-4 10-8-0 15-2-12 21-4-0 2-0-0 6-1-4 4-6-12 4-6-12 6-1-4 Scale = 1:38.5 4.50 F12 44 = 5 3x4 2x4 4 2x4 3 6 7 0 2 0 0�1 I� O 3x6 % 8 3x6 5x8 = 10-8-0 214-0 10-8-0 10-8-0 Plate Offsets X,Y : 2:0-3-6,0-1-8 , :0-3-6,0-1-8 , 8:0-4-0,0-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.19 2-8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.53 7-8 >464 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Wind(LL) 0.11 7-8 >999 240 Weight: 90 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=818/0-8-0, 2=978/0-8-0 Max Horz 2=71(load case 3) Max Uplift7=-224(load case 3), 2=-463(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-1629/449, 3-4=-1244/321, 4-5=-1191/330, 5-6=-1246/334, 6-7=-1646/497 BOT CHORD 2-8=-345/1457, 7-8=-404/1493 WEBS 3-8=-405/192, 5-8=-54/612, 6-8=-445/258 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=6.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 224 lb uplift at joint 7 and 463 lb uplift at joint 2. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Oty Ply JA-RO CONST.- SAGE 1 MODEL s , 2577-2 R09 HIP TR 2 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:55 2006 Page 1 2-0-0 4-4-11 9-0-0 12-4-0 16-11-5 21-4-0 2-0-0 4-4-11 4-7-5 3-4-0 4-7-5 4-4-11 Scale = 1:39.3 5x6 = 5x6 = 4 5 4.50 12 2x4 2x4 67::- 3 wro ao W2 W2 2 7 o 0 o �o 1 3x6 10 9 8 3x6 3x4 = 3x4 = 3x4 = 9-0-0 12-4-0 21-4-0 9-0-0 3-4-0 9-0-0 Plate Offsets X,Y : 2:0-3-6,0-1-8 , 4:0-3-0,0-2-6 , 5:0-3-0,0-2-6 , :0-3-6,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.14 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.39 7-8 >636 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2004fTP12002 (Matrix) Wind(LL) 0.08 7-8 >999 240 Weight: 93lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-15 cc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=818/0-8-0, 2=978/0-8-0 Max Horz 2=71(load case 3) Max Uplift7=-232(load case 3), 2=-470(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-1693/465, 3-4=-1372/388, 4-5=-1247/400, 5-6=-1375/394, 6-7=-1747/566 BOT CHORD 2-10=-365/1525, 9-10=-254/1247, 8-9=-254/1247, 7-8=-482/1597 WEBS 3-10=-365/115, 4-10=0/281, 5-8=-6/292, 6-8=-435/240 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=6.Opsf; Category 11; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.O psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 7 and 470 lb uplift at joint 2. LOAD CASE(S) Standard OCT 02, 2006 LTG - Structural Engineering 17018 Theiss Mail Route Spring, TX 77379 Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 R10G HIP GIRDER TR 1 1 Job Reference (optional) 5CG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:55 2006 Page 1 2-0-0 7-0-0 10-8-0 14-4-0 21-4-0 23-4-0 2-0-0 7-0-0 3-8-0 3-8-0 7-0-0 2-0-0 Scale = 1:41. 5x8 = 2x4 I I 5x8 = 4.50 12 3 11 4 12 5 Ll 2 6 O O 0 7 to 1 3x10 = 10 13 9 14 8 3x10 = 2x4 11 5x8 = 2x4 11 7-0-0 10-8-0 14-4-0 21-4-0 7-0-0 3-8-0 3-8-0 7-0-0 Plate Offsets X,Y : 2:0-5-11,0-1-8 , 3:0-5-8,0-2-8 , 5:0-5-810-2-8 , 6:0-5-11,0-1-8 , 9:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.16 9 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.42 9 >587 240 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.14 6 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Wind(LL) 0.17 9 >999 240 Weight: 94 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1879/0-8-0, 6=1879/0-8-0 Max Uplift2=-742(load case 3), 6=-742(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-4049/1139, 3-11=-4100/1290, 4-11=-4099/1290, 4-12=-4099/1290, 5-12=-4100/1290, 5-6=-4049/1139, 6-7=0/42 BOT CHORD 2-1 0=-912/3692,10-13=-913/3733, 9-13=-913/3733, 9-14=-913/3733, 8-14=-913/3733, 6-8=-912/3692 WEBS 3-10=-231740, 3-9=-236/558, 4-9=-427/273, 5-9=-236/558, 5-8=-23/740 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=6.Opsf; Category 11; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. OCT 02, 2006 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 742 lb uplift at joint 2 and 742 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 46 lb up at 7-0-0, 113 lb down and 71 lb up at 9-0-12, 113 lb down and 71 lb up at 10-8-0, and 113 lb down and 71 lb up at 12-3-4, and 110 lb down and 46 lb up at 14-4-0 on top chord, and 600 lb down and 124 lb up at 7-0-0, 93 lb down at 9-0-12, 93 lb down at 10-8-0, and 93 lb down at 12-3-4, and 600 lb down and 124 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LTG - Structural Engineering LOAD CASE(S) Standard 17018 Theiss Mail Route 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Spring, TX 77379 Uniform Loads (plf) Christopher J. Newhouse, P.E. Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Florida License # 49616 Concentrated Loads (lb) Vert: 3=-70(F) 5=40(F) 10=-600(F) 9=-46(F) 4=-113(F) 8=-600(F) 11=-113(F) 12=-113(F) 13=-46(F) 14=-46(F) Job Truss Truss Type Qty Ply JA-RO CONST.- SAGE 1 MODEL 2577-2 R11G HIP GIRDER TR 1 1 Job Reference (optional) BCG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:56 2006 Page 1 7-0-0 10-8-0 14-4-0 17-3-0 21-4-0 23-4-0 7-0-0 3-8-0 3-8-0 2-11-0 4-1--0 2-0-0 Scale = 1:38.4 4x8 = 2x4 11 5x8 = 4.50 12 2 3 4 3x8 j 5 W3 N 1 6 O O 7 Ic ig 0 0 3x8 = 12 11 10 9 8 410 = 2x4 11 46 = 3x8 = 44 = 3x10 II 7-0-0 10-8-0 14-4-0 17-3-0 21-4-0 7-0-0 3-8-0 3-8-0 2-11-0 4-1-0 Plate Offsets X,Y : 1:0-3-1 2,0-1-8 2:0-5-4,0-2-4 , 4:0-5-8,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.13 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.33 8-9 >752 240 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.15 8-9 >999 240 Weight: 114 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-7-12 oc bracing. B2 2 X 6 SYP DSS WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=1206/0-8-0, 6=2726/0-8-0 Max Horz 1=-79(load case 3) Max Upliftl=-371(load case 3), 6=-1069(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2769/868, 2-3=-3127/1036, 3-4=-3127/1036, 4-5=-3760/1211, 5-6=-6076/1840, 6-7=0/47 BOT CHORD 1-12=-664/2514, 11-12=-662/2525, 10-11=-662/2525, 9-10=-991/3590, 8-9=-1587/5600, 6-8=-1587/5600 WEBS 2-12=0/283, 2-10=-224/893, 3-1 0=-1 90/104, 4-10=-617/177, 4-9=-374/1374, 5-9=-2334/686, 5-8=-473/1828 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=6.Opsf; Category Il; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at joint 1 and 1069 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2135 lb down and 721 lb up at 17-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). OCT 02, 2006 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) LTG - Structural Engineering Vert: 1-2=-60, 2-4=-60, 4-7=-60, 1-6=-20 17018 Theirs Mail Route Concentrated Loads (lb) Spring, TX 77379 Vert: 8=-2135(F) Christopher J. Newhouse, P.E. Florida License # 49616 Job Truss Truss Type Qty Ply JA-RNST.- SAGE 1 MODEL 2577-2 j R12G HIP GIRDER TR 1 1 Job Reference (optional) 8CG of Orlando, Sanford, Florida 32773 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 29 15:36:56 2006 Page 1 3-10-8 7-0-0 3-10-8 3-1-8 2x4 11 Scale = 1:13.3 5x8 = 6 3 2 4.50 F12 T2 w1 w1 T1 CP 131 VN 7 5 8 9 3x10 11 3x6 5-� 46 = 3-10-8 7-0-0 3-10-8 3-1-8 Plate Offsets X,Y : 2:0-6-0,0-2-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.04 1-5 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.11 1-5 >698 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.05 1-5 >999 240 Weight: 34 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, BOT CHORD 2 X 6 SYP DSS except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-10 oc bracing. REACTIONS (lb/size) 1=1821/0-8-0, 4=2155/Mechanical Max Horz 1=110(load case 3) Max Uplift1=-688(load case 3), 4=-812(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3075/1075, 2-6=-0/O, 3-6=-0/O, 3-4=-88/121 BOT CHORD 1-7=-1051/2828, 5-7=-1051/2828, 5-8=-1120/3078, 8-9=-1120/3078, 4-9=-1120/3078 WEBS 2-5=-669/2420, 2-4=-3404/1238 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=17ft; TCDL=4.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.00. 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 688 lb uplift at joint 1 and 812 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb up at 3-10-8, and 34 lb up at 5-0-12 on top chord, and 1289 lb down and 415 lb up at 2-3-4, 66 lb down at 3-10-8, 1289 lb down and 424 lb up at 4-3-4, and 30 lb down at 5-0-12, and 824 lb down and 235 lb up at 6-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). OCT 02, 2006 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) LTG - Structural Engineering Vert: 1-2=-60, 2-3=-60, 1-4=-20 17018 Theiss Mail Route Concentrated Loads (lb) Spring, TX 77379 Vert: 5=-1355(F=-66, B=-1289) 2=24(F) 6=4(F) 7=-1289(B) 8=-15(F) 9=-824(B) Christopher J. Newhouse, P.E. Florida License # 49616 Feb 21 2007 10:25RM HP LRSERJET FAX P.1 (,� CITY OF SANFORD PERMIT APPLICATION (� Applitatioa # : UL `✓ '� Submittal Date; Job Address: Value ofWerkz Parcel ID: Zoning: Historic District: Description of Work: Square Footage: ............................................................................. 0.............................. ........... Permit Type: Building 0 Electrical 0 MachanicMA Plumbing O Fire SprinkledAlarm M Pool 0 Sign 0 Electrical: New Service — # of AMPS Addition/Alteration 0 Change of Service 0 Temporary Pole Meetianical: Residential Non -Residential 0 . Replacement 0 Nc> (Duct Layout & Energy CMc. Required) Plumbing/ New Commercial: # of Furtures # of Water & Sewer lines ti of Gras Lim Plumbing/New Raidendal: # of Water Closets Plumbing Repair— Residential * 0 Commercial Oeenpsney Type: Residential Commercial 0 Industrial 0 Occupancy Use Gronp(s}: Construction Type: # Of Stories: # of Dwelling Units: Flood Zone: e.e°ecotoo* .....................°.°° e... e....°..°. ........ ee.•.. ............. ... Property Omer. / ` Contractor: Address: Address: IN (43 j Bonding Company. Mortgage Lender: Address: -_ - wddrrim- Architect/Engineer; Address: Plan Review Contact Person: P6otae: Fax: (FEMA form required toot ...................... State License Number: Fax: E-mail: Application is hereby made to obtain a pernut to do the work and installations as indicated. I certify that no wort: or installation has commenced prior o the issuance of a permit and that -all work will be performed to meet standards of all taws regulating constructionin this jurisdiction. lunderstandthatagewsatt permit must be sewed for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS. etc. Ma OWNER'S AFFIDAVIT 1 certify that all of the foregoing infottnation is 2cewato and that all work will be dons is atunpliance with all .swicaut laws regulating conshruction and wniug. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONJIdENCEMEM MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU MEND 'POOBTAIN RNANCD4% CONSULT WITH YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOMM OF bPM In addition to the trquutmems ofthis permit, there may be addhional aatrictiom appikabh: to this property that may be found in the � of this county, and there may be additiatal pemrils required fronm other nnmotal entities such as water rt districts; state agoxm' a agencies. Acceptance of permit is verification that I will notify the waaer of the property of Signatore of Owner/Agent Date Print OwnetfAgent's Name Sigma:me of Notary -State of Florida Date Owmxx/Agent is _ Personally Known to Me or _ Prodtmoed.iD APPROVALS: ZONING: Special Conditions: Rev 02/2007 tML: FD: Lien Law, FS 713, of Contra todAgent CUtractor/Agent is14N_ Produced ID ENG: Date rn ° ®ems i1• o e o ; #DD 544506 e • • r nded ih e .;p bblic Und0:�**. =xa ;c o 1­6� r U —'�—� 2577-2 37-4-0 09-28-06 4-0-0 14-0-0 19-4-0 REVI REVI REF: .. 0.EV1 REVI I GENERAL INFORMATION READ ALL NOTES. TRUSSES WILL NOT BE MANUFACTURED WITHOUT APPROVAL OF THIS DRAWING. WARNING AND INSTRUCTIONS: THOSE INSTALLING AND USING THESE COMPONENTS MUST READ AND FOLLOW THE WARNINGS AND O !n� Vj -- ---- -"- ---- G%1 INSTRUCTIONS INC UDED IN THE DELIVERY AND ENGINEERING PACIUGE. DO NOT INSTALL OR USE THESE COMPONENTS UNTIL THE FULL DELIVERY PACKAGE IS RECEIVED AND ALL THE TRUSSES MEVERIFIED FOR ACCURACY. REFER TO HIB-91 SUMMARY SHEET (TRUSS PLATE Y' - INSTITUTE RECOMMENDATIONS) AND INDIVIDUAL TRUSS DESIGNS FOR IMPORTANT INFORMATION REGARDING BRACING MD INSTALLATION GUIDELINES. _ O�t aJ THEADVICEOFAPROFESSIONALEGINEER OR REGISTERED ARCHITECT MUST BE SDESIGN,OUGHT ON MATTERS RELATING TO BEARING AND USE OFC OMPPOOENENTSADG OF ORLANDON ti O R06G NU TD INC. IS NOT RESPONSIBLE FOR THESE z MATTERS. A PERMIT FROM THE BUILDING DEPARTMENT LS REQUIREDTO INSTALL THESE COMPONENTS. DO NOT INSTALL THESE COMPONENTS UNTIL ONE IS OBTAINED. R04 CONTRACTOR MUSTADHERETO ALL BUILDING CODE REQUIREMENTS REGARDING THE INSTALLATION AND USE OF TRUSSES. R03 INSTALLATION AND USE: DO NOT CUT OR ALTER TRUSSES: DO NOT INSTALL OR USE GARAGED TRUSSESANDREPORTANYDNAAUEDTRUSSES 'R02; - TO FABRICATOR.OFTHESEC PROPER INS TALLATION AND USE OTHESECOFTHOSE 313THE SOLE OFTHOSERRS.BC INSTALLING RND r �______________________________________ AND USINGTHESE COMPONENTS.BCG OF ORLAN USIN18THE INC. IS NOT RESPONSIBLE FOR THE LIABILITIES THAT MAY RESULT FROM FIELD STORAGE, 1________________________________________ MISUSE OR IMPROPER INSTALLATION OF THESE COMPONENTS INCLUDIG,BUT NOT LIMITED TO: FAILURES, BODILY INJURY, LOSS OF PROPERTY ANDKM LIFE. TRUSSES MUST BE INSTALLED BY CONTRACTIONS WITH SUFFICIENT EXPERIENCE IN TRUSS INSTALLATION MD HANDLING. G ALTERATION OF THE TRUSSES IS ALLOWED - 1 WITHOUT PREVIOUS APPROVAL OF TRUSSES MANUFACTURER. ANY UNAUTHORIZED ALTERAO TRUSSES WILL CAUSE BOG OF ORLANDOREPAIR OR MODIFICAT)ON OINC. E 01 .� TO RELINQUISH RESPONSIBILITY FOR THE n STRUCTURAL SMETY OF THOSE TRUSSES AND TO NOTFYTHE BUILDINGOFFICIALS. THIS ISATRUSSPLACEMENTORAWINGOILY. 01 TRUSSES SHOWN ON THIS PUN ME ACOMPONE PART OF THE STRUCTURE. THIS PLAN IDENTIFIES TRUSS LOCATION. INSTALLER MUST REFER TO INOMDUAL ENGINEERING 01 DRAWINGS FOR PROPER IDENTIFICATION - OF TRUSSES. BRACING. ERECTION AND PERMANENT BRACING SPACE(WHICH IS ALWAYS ARE THE RESPONSIBILITY OF THE CONTRACTOR NOT THE 01 01 FABRICATOR. T TRUSS DEIGNSAN REFER TO INDMDUR OR 'USSENGINEERING DRAWINGS FOR ADDITIONAL DESIGNS ANDMITECTURALTO BRACING REQUIRED TO BE INSTALLED DURIN ARCHITECTURAL DURING ERECTION, REFER ITORESI L A R01 a0 i WINGS FOR B INEQUIRE ST CO DMDOTHER SPECIFICRECTINIGTORESIAR ' CONDITIONS. RRSONS ERECTING ® Di` O �� O1 0 v O) m LAUVICEARE CAUTIONED TO SEEK PROFESSIONAL ADVICE HICH IS REGAR ERECTION BRACING TJOPPUNG AND ALWAYSIREOUIRED TO PREVENT COLLAPSING DARING INSTALLATION. TRUSSES SHALLBE ERECTED AND FASTENED INA STRAIGHT AND PLUMB POSITION. 1 BEARINGS ALL ALL BEARINGS, BEARINGS DESIGNS, — BRACING AND ANCHORAGE, ARE RESPONSIBILT' Rol_ OFTHEPROJECT DESIGNER. REFER TO INDVIOU TRUSS DESIGNS FOR REACTIONS AND UPLIFTS. TRUSSES MAY NOT BEM ON ANY INTERIM WALL OR PARTITION UNLESS DESIGNED FOR SAME. 1 GIRDERSGIRDER PLIES FIELD AS SLDBE CONNNECCTED BY BUILDER AS SHOWN IN THE INOMDUAL TRUSS DESIGNS. SPACING: TRUSS SPACING ]I' D.C. UNLESS OTHERWISE NOTED ON LAYOUT. HANGERS: TRUSS MANUFACTURER WILL ONLY SUPPLY STANDARD LIGHT GAGE TRUSS T07RUSS - CONNECTORS AS SHOWN ON TRUSS 1., - ----- - PLACEMENT DRAWINGS. ACCEPTANCE AND APPROVAL ALL DIMENSIONS, ' r--------- OUANTITIES, LOADINGMDDETM-SCNTHIS PLAN AND ON INDIVIDUAL TRUSS DESIGNS MUST vv BE REVIEWED AND APPROVED BY THE PROJECT ARCHITECT, ENGINEER ANDOR CONTRACTOR BEFORE FABRICATION. BY ACCEPTING, O d REVIEWING FABRICATIO THE TRUSSESRDESCR BED N TRIZING HS DRAWING, THE BUYER OR BUYERS REPRESENTATIVE 3-10-8 r ____________________L r ____________fir O d ACCEPTS ALL CONDITIONS DESCRIBED HEREIN. 0 O OD O HUS26 (4) TRUSS PLACEMENT PLAN AND O INOMDUAL TRUSS DESIGNS ODD SPACE C'�6 N ACCEPTED ANO APPROVED. 8-0-0 AFF a BY: N N R09 DATE: RIOG NON-BRG WALLS 1440CUSTOMER JA-RO CONSTRUCTION Sage I Model a DESIGN DATA: LLO DEL SAGE, BOCK OP]SO6 d LOADING CRITERIA: FBC 2004 JOBADDR. T- f` ^ ROOF LIVE: 20 PSF ROOF DEAD: 20 PSF ARCHITECT ALAN FMRAR LBK if ii FLOOR LIVE: 40 PSF FLOOR DEAD: 20 PSF WIND LOADING CRITERIA: ASCE 7-02 WIND DESIGN VELOCITY: 120 MPH B C G ROOF TRUSS LAYOUT WIND DURATION FACTOR: 1_33 EXPOSURE: B CATEGORY: II DESIGN ELEVATION: 17'-0" FT. OF ORLANDO , INC. 901 East 26th Place, Sanford, FL.32773 21-4-0 16-0-0 'I SCALE =N.T.S. DEAD LOAD FOR UPLIFT: 10 LBS IMPORTANCE FACTOR:1.00 s—fatl� (W7)3 saIS FAXNu—, (,107)3 590a DF 3740