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1108 Palmetto Ave 06-1365 CO
p mi'Mu.. Wo CONTRACTOR C) C - l-P� ADDRESS PHONE NUMBER e PROPERTY OWNER Vx--\ ADDRESS PHONE NUMBER L��� t "1 LV ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT DATE CJ`� PERMIT DESCRIPTION PERMIT VALUATION (xC-) SQUARE FOOTAGE _ SO MA Ln City of Sanford Certificate of Occupancy This is to certify that the building located at 1108 Palmetto Ave for which permit number 06-1365 has heretofore been issued on March 03, 2006 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: R Addison 03/23/07 Engineering & Planning: M Replogle 03/26/07 Public Works: M Watson 03/26/07 Utilities: R Blake 03/27/07 Fire Department: Conditions (if blank, no conditions apply) Maria Shreve Q�3,, Yyv4tr .� _ 03/28/07 Property Owner Building Official Date BP21OU01 CITY OF SANFORD 3/28/07 Application Miscellaneous Information Maintenance 8:40:11 Application number . . . . 06 00001365 Parcel Number . . . . . . 25.19.30.5AG-1302-0020 Address . . . . . . . . . 1108 PALMETTO Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HISB 3/03/06 Y 1 STORY/2 BATH _ HISB 3/03/06 Y NOC EXP 1/6/07 HISB 5/01/06 Y replacement card issued 5/1/06 _ HISB 3/16/07 Y co sign off: _ HISB 3/16/07 Y P&Z: MR...3-.2-6.07 HISB 3/16/07 Y PW: ;MW-- 3-:26 . 07 HISB 3/16/07 Y .-UT,IL: RB 03 .27.._.0-7 _ HISB 3/23/07 Y slab letter on file _..... . F3=Exit F6=Add F12=Cancel 4,9— - / sr) o _ Bottom CITY OF SANFORD PERMIT APPLICATION Permit # :la-13(06 Date: Job Address: ilos Aal rile ffa Ai- Son6rA` A-3ZT71 Description of Work: Neu3 (toaF gL60 Rreb;Jed Jroi STotal Square Footage 14(,C,q, Historic District: Zoning: Value of Work: $ Permit Type: Building X - Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service TemporaryPole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential _ , Commercial Industrial Construction Type: —�— to of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name &Address: Mr A, e, Stare J C p JJ 6 4 Y/li1 McY4c+ -Id )cL -3,277t Phone: Contractor Name & Address: j&- 6n Si l(,e S Aeo-firre ZuJc /j (9 /"( e f 0efl atio 3 ZZ '8' State License Number: C-C C — 13 Z`i 9T% Phone & Fax: 1'9 faA " . OI Contact Person: ✓ 6 Phone: 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 requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date 6 60 iem es , ipr S Print Owner/Agent's Name Print Contractor/Agent's Name `- %,4-� Signature of Notary -State of Florida Date S ure of Notary- tale o Flo 'a Date JCS N4.4 M, JO MSON r * MY COMMISSION # DD 2&%22 EXPIRES: March 23, 2008 Band-d Thru Bud et ctary Sdrvices Owner/Agent is _ Personally Known to Me or Contr r &ht is _ Personally own to Me or Produced ID _ od iced ID " L O • C3 APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: Rev 03/2006 23- arch 2007 City of Sanford Building Department 300 North Park Avenue Sanford,. Florida 32771 Re: -1108 Palmetto Avenue 1 To Whom 1t May Concern: This is to cer that the finished floor e#evation of the new building constructed at the above site meets or ex Beds the requirements of Section 6- 7 of the City of Sanford Building Code, Should you have any questions or need additional information, please do not hesitate to call. Sinreiys c c k Blair Kitoqr P.S.I. No. 3382 P.O. BOX 823 • SANFORD, FLORIDA 32772-0823 • (407) 322-2000 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No.,1660-0008 Federal'Emergency Management Agency .. Expires Februarv'28. 2009 National -Flood irucxance Program Important: Read the instructions on pages 1-8. SECTION -A - PROPERTY INFORMATION for trwuance Comparry`Use At. Building Owner's Name LANDMARK BUILDING & CONSTRUCTION, INC. - -Policy Number A2. Budding Street Address (including Apt., Unit, Suite, and/or Bldg. No) or P.O. Route, and Box No. Company NAIC,Number , 1108 PALMETTO AVENUE City SANFORD State FL ZIP Code 32771 A3. ProperiyDesaipfion (Lot and Block.Numbers, Tax:Parcel.Number, Legal Description, etc_) LOT 2,. BLCK 13„TIER 2, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD PLAT BOOK 1, PAGES 56 - 64 A4, Bidding:Use (e:g , Residential, Non-Residentiaf,.Addction,.Accessary, ete.) RESIDENTIAL A5,-LBiitrtdeiLongitude:°LaL 281348:139' "Long. °81D13:960' HorizonmhDatum: ` jNAD4927 Z °NAD_1983 A6. Attach at Wast 2 photographs of the building ifthe Certificate is being used'to obtain flood insurance. A7 Budding Diagram`Number 1 A8. For a building wfth a crawl space or endosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) NA sq ft a). Square footage of attached garage __ sq it b) No. of _permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage endosure(s) walls within 1.0 foot. above adjacent. grade. NA. walls within-1-0 foot above adjacent grade NA c) Total net area..af ttood.opecings n.A8b NA sq in c) ToW.netarea of ttood.openfags.ldA9 b NA sq,in SECTION B - FLOOD INSURANCE RATE MAP (FlRllllj l[WORMATIOItl B1. NFIP Community Name & Community Number B2. County Name 63: State CITY OF SANFORD 420294 TSEMWOLE -FLORIDA 84.. 1Panel:Number B5...suitix 66.FiRM.index B7_:F1RM-.Paget 68.._Flood B9..Base..FloodElev n(s)_.(Zone (IAar► Date EffedivelRevised.Date Zone(s) AO� base flood depth). 12117C D045 E ,APR 1995 .. APR -1995 ,:. I I ..A I NA B10.. Indicate the source of the Base Flood Elevation (BFE) data or.base flood depth entered in Item B9. Q FIS Profile., FIRM Q Community Determined Q_Other (Describe). B11. ,indicate Aevation-daturn -used for-BFE in''ltem 89: I'W$ Q t3iher {Describe) B12. Is the budding located in a Coastal Barrier Resources System (CBRS) area or Otherwise` Protected Area WA)? DYes .. ®seo De*lnation`Date Q'CBRS ,Q'OPA SECTION. C - BUILDING ELEVATION. INFORMATION. (SURVEY REQUIRED) Ct . Building elevations are based on: 0 Construction Drawings' 10 Building Under Construction" N Finished Construction 'A new Elevation Certificate will be required when construction of the budding is complete. C2. Elevations —Zones At-A30,, AE,, AH,, A (with BFE),, VE,, VI-V30,, V (with BFE),, AR,, ARIA,, AR/AE,. AR/A1-A30, AWAH,, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Vertical. Datum NGVD 1.929 ents a) Tops of bottom floor (including° basement; crawN space, or enclosure boor)- b) Top of the next higher I= c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation -of -machinery.or equipment.seruicing.the.budding (Describe type of equipment in Comments). f) Lowestadjawnt•(ftrrish 4grade (LAG) g) Highest adjacent (fimstted) grade (ttAG) Check the measurement used. 32:28 R,. feet Q meters (Puert<r Rico>only) NA, O feet 'Q meters (Puerto Rico only) NA. C9 feet ❑ meters (Puerto Rico only) NA.- E feet Q meters (Puerto Rico only) 211..34 .1_feet ,Q.meters.(Puerto :Rico .only) 31:00 feet Q meters -(Puerto Rfeo -only) 3t.4 O fleet Q meters (Puerty Ride only) SECTION D - SURVEYOR, ENGINEER; OR ARCHITECT CERTIFICATION This certification. is to besigned, and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information..1-cedifythatthe:information.,on this .Ced ficate.represents.my..best efforts to,interpret.the data ayailabte. I understand that any false statement may be punishable. by fine or im vdsonment under. 18 U. S.. Code Section. 1001 ®, Check -here if comments are provided, on. back. of form., PLE1CF SEAL: _ Certifser's Name R. BLAIR KFTNER _ License Number PSM# 3382 HERE Title PRES Company Name KITNE-R SURVEYING, INC. Address, P 0 BOX 823 City SANFORD State FL ZIP Code 32772 1, SWnatur Date.23.MAR.CH.2007 Telephone. 41173222000 � ,� IMPORTANT: In these spaces, copy the corresponding Worrrratiorr from Section A. Fdr-k st rarece-Cairiparryr Building Street'Address (including" Apt., Unit, -Suite, and/or Bldg. No.) or?.""O. Route and Box No. -Policy Number PALMETTO AVENUE City SANFORD State FL ZIP Code 32771. Company NAIL N6mb;6. SECTION` D - SURVEYOR, ENG1NEEP, OR ARCHITECT CERTIFICATIM (CONTINUED) Copy both sides of this Elevation Cedilicate for (ti- community offk aa� (2) icmrrance-agent/corr parry, and (3ybuildingovmer. Comments A/C PAD ON NORTH SIDE OF RESIDENCE Date [] . Check here it atfachmef►ts SECTION E-BMDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FORZONE AO AND ZONE A (WITHOUT WE) For Zones AO and A (without BFE),, complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For items E1-E4, use nahxal.grade., if available. Check the measurement used. In Puerto Rico only, enter meters. Et. Ptev ide elevation Wormation for the following and check the appropriate bones to show whether the elevation is above or below the highest adjacent' grade. (HAG) and tie tawest adjacent -grade .(LAG) - a)" Top of bottom floor (� basement, cravil space, or enclosure) is 0 feet [1: meters E] above or [] below the HAG: b) Top -of bottom floor (incuding basement crawl spew, or enckistme) is 0 #e 0 meters [] above or 0 below tfie LAG. E2. For Building Diagrams &B with permanent flood operdngs provided in Section A kerns 88, and/or 9 (see page 8 of N chorus), the next higher floor felevation,C2.b in the teams) ofthe building is a feet ,C muss 0 above or 0 below the HAG. E3. Aflached garage (fop of stab) is �' feet [I meters 0' above or 0 below the HAG. E4. -Top o{,piatfiorm of machinery and/or equipment servicing the bteldurg is 0 feet 0 meters 0 above or 0 below the NAG. E5. .Zone. AO nnly:.If.no.tlood depth.number.is available, is the top of the bottom floor elevated in accordance with the communitys floodplatn management ordmance? Q Yes Q No Q: Un&mvm- The local• otticwL must eer* ttas tnformahaR ki Secdon, G� SECTION F - PROPERTY OWNER (OR OWNER`S SEI TATNVE) CERTIFICATION The property owner or owners authorized rube who coins" Sections A, B, and E-for Zone A (vvithout a FEkWissued or cornmerdy4esued BFE} or Zone AO nwst sigri tere. The statements in Sections AS, and Ewe tourer# to the best vfmy k"*Mdge. Property Owners or Owner's Authorized Representative`s Name Address City State. ZIP Code Signature Date Telephone Comments rl Check here if attachments SECTION G.-COMMUNITY WFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's ftoodptain management ordinance can complete Sections A, B C"(or E), and G of this EtevationCertificate. Complete the applicable items) and sign below. - Check the measurement used in Items G8. and"G9. G 1 _ [] The information in Section C was taken from other documentationlhat has been 4gnedand sealed btu a :frcensed surveyor, engineer, or architect who is authorized by lawn to certify elevation infomration.. (Indicate thesource and date of the elevation data in the Comments area below.) G2. 0 -A-community official completed-Section-E for a building located in Zone"A (without a FEMA-issued or community -issued SFE) or Zone AO. G3., E" The following information (Items G4.-G9) is provided for community floodplain management_ purposes. G4. Permit Number G5. Date Permit Issued- G6. Date Certificate Of"Compliance/Occupancy Issued G7."Ttw permit 'bar. been sued for: j] New Construdon ]]:Substantial lroprove G8. Elevation of as -built kr wresttfoor (Including basement) of the building: _]`feet O'meters (PR) Datum G9. BFE .or (in Zone AO) depth of flooding at the budding site: E" feet 0 meters {PR) Datum . Local Offgal'a,Name Titre" Community,Naiwe -- Telephone_ Signal Wet . Date. Comments I J REVISION RECEIVED MAR 9 2006 PERMIT # Q,S - 13 6 5 DATE ..3z7l© 6 PROJECT ADDRESS /!OS pA�MeT%✓e SA,u.�c�.�b . �/ CONTRACTOR PHONE # -q6'7- -idY8- 9Y7/ FAX # �fo7- 3,579- �Y,::nO DESCRIPTION OF REVISION C4"g JnZV S%e,4 sT,yiA .81, f3 ck UTILITY DEPT FIRE PREVENTION PLANNING BUILDING f —At COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 106-75007 BUILDING PERMIT f8pBlRt C)Lo- �1 `iCME1j() UNIT ADDRESS: S � TRAFFIC,, ONE SEC k) TWP: SUBDIVISION: PLAT BOOK: OWNER NAME: ADDRESS: APPLICANT NA ADDRESS: DATE: 3 NOS (CIM UMBER: Oulp CITY OF bANt-GRD URISDICT19N: 06 CITY ORD_ RNG. 20 PARC%: UM77 IT TRACT: PLAT BOOK PAGE: (00 BLOCK: 10 E-0—T 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 -WIDE 0 dwl unit t 705.00 1 t 705.00 ROADS -COLLECTORS NORTH 0 dwl unit S 000.00 1 S 000.00 LIBRARY CO -WIDE 0 dwl unit 9 54.00 1 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE 1 2,143.00 STATEMENT WN A ��S 41 SIGNATURE RECEIVED BY: (PLEASE PRINT NAME) DATE; 77777- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474, , PAYMENT SHOULD BE MADE TO. - CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT******************** C) 0"' CITY OF SANFORD PERMIT APPLICATION RECEIVE® Permit # : 0 pp O — , l��(D��ys_ A {— Job Address: 11©B 5 Pi1�L�J+"iI�ET10 AYP- tea► W Description of Work: �Iw L_ FMIL 01' �— yI rs Historic District: Iy L`l Zoning: J -I Date , Re JAN 2 3 2006 Value of Work: $ HMO' Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: ( Construction Type: N� # of Stories: L # of Dwelling Units: t Flood Zone: (FEMA form required for other than X) Parcel Owners Name & Address: M� to of f1 Contractor Name & Address: (Attach Proof of Ownership & Legal Description) Phone: �j(} (�fi r v ��n /j l� I/SytateiL�icenisejN�uAmtb�er: Phone & Fax: 'V1 � I`T` W "I(/�"�J''► J� Contact Person: dVN N &IUL. A10 I Phone: Bondin¢ Comvanv: Address: MortEase Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pennit 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. PAX 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 pennit isverification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Hmo{ r, Signature of Owner/Agent Date Signature of Contractor/Agent Date MaMA s arcvr� Print Owner/Agent's Name Print Contractor/Agent's Name �fl l 2-3 C6 i ature of Np{�w LDate Signature of Notary -State of Florida Date JO MN M. JOHNSON MY COMMISSION # DD 285622 IA� EXPIRES: March 23, 2008Owner./Agent is Per' Pto WeQghru Budget Notary Services Contractor/Agent is _ Personally Known to Me or Produced ID /Produced ID APPLICATION APPROVED BY: Bldg:� Zon' t. (� ®oUtilities7e 3 1 FD: (Initial Date) (Initial & ate (Initial & Date) (Initial & Date) Special Conditions: VPRUF O� CITY OF SANFORD BUILDING DIVISION OWNERBUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. W1ia ww/v - OwnerBuilder Signature Date Print OwnerBuilder Name �S t'ure of Notary—S teOf FYo 0 Date j e��ea d A Ali AKIN M. Jf3M * MY COMMISSION # DD So Owner is Pof F EXPI ES: March 23, 2008 udget Notary Services Produced ID CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit. supervising, and doing the work in connection with the construction, maintenance, repair; and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease; or building or improving a commercial building with aggregate construction costs of under $25,000 on such propertNI for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection. the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner shall personally appear and sign the building permit application. V. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to .that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within I year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. L 3 - aq , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Owner/Builder Signature Date Print Owner/Builder Name Owner is _ Produced ID Personally Known to jo <<; m M. JOHNSON * MY COMMISSION # DD 2&%22 EXPIRES: March 23, 2008 Bonded Thru Budget Notary ServiceF Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 E I I TH ST D"ID ictinsoN. C%A, ASA in - PROPERTY APPRAISER o 2 0 50011HOLE COUNTY FL 9 1302 - 1301 1 101 E. FIRST ST < m 3 t3-� 3 SANFORD ,FL3277t-1468 f11 407.665-7506 v 1U.0 9.0 10 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AG-1302-0020 Number of Buildings: 0 Owner: SHREVE MARIA Depreciated Bldg Value: $0 Mailing Address: 1108 S PALMETTO AVE Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $17,500 Property Address: 1108 PALMETTO AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: SANFORD TOWN OF Just/Market Value: $17.500 Tax District: S1-SANFORD Assessed Value (SOH): $17,500 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $17.500 Tax Estimator SALES Deed Date Book Page Amount Vacllmp Qualified 2005 VALUE SUMMARY WARRANTY DEED 05/2003 04821 1612 $145,000 Improved No 2005 Tax Bill Amount: $349 WARRANTY DEED 06/2002 04449 0812 $139,200 Improved Yes 2005 Taxable Value: $17.500 QUIT CLAIM DEED 10/2001 04335 0028 $50,500 Improved No DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 08/1995 02956 0839 $57.100 Improved Yes ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS-! Pick... Method Units Price Value LOT 2 BLK 13 TR 2 TOWN OF SANFORD PB FRONT FOOT & 50 117 .000 350.00 $17.500 1 PG 60 DEPTH NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_ title?PARCEL=2519305AG13020... 1/5/2006 CITY OF SANFORD HISTORIC PRESERVATION BOARD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS P.O. Box 1788, Sanford, FL 32772-17.88 Phone: 407 330-5672 Fax: 407 330-5679 TO: THE HISTORIC PRESERVATION BOARD, OF THE CITY OF SANFORD, FLORIDA ❑ Downtown Commercial Historic District X Residential Historic District ❑ This application is filed in resp�nton�sye, to a notice from the Code Enforcement Department ADDRESS OF PROPERTY: Property Owner Signature:(>�� Mailing Address: �YG Phone: 40 ' • 44. q% i Fax: Applicant/Agent Signature: Mailing Address: Phone: Fax: Print Name: MANA Y • —;H CD � L A2' i Print Name: I certify that all information Fontained in this application is true and accurate to the best of my knowledge. Applicant/Owner: t4(, 1t)lt!3t.rf1'CJ Date: Ob - IT, Please use the attached criteria checklist as a guide to completing the application. Incomplete applications cannot be reviewed and will be returned to you for more information. You are encouraged to contact the preservation planner at 407-330-5672 to make sure your application is complete. Description of Proposed Work/Application Category: (Check all that apply) ❑ Site Improvements/driveway/walkway ❑ Storage shed ❑ Moving structures ❑ Replacement windows or doors ❑ Underskirting ❑ Awnings Xi New construction/additions ❑ Signs ❑ Demolition ❑ Roofs/gutters/downspouts ❑ AC/Mechanical ❑ Fences/Gates/Pergolas ❑ Replacement siding/flooring/porch ❑ Paint ❑ Other Completely describe the entire scope of work: all changes in material, color or location to the exterior of the building, where on the property the work will occur and how the work will be accomplished. For large projects, an itemized list is recommended. Attach additional pages if necessary. RED uEw I Lzff oE . MW A Certificate of Appropriateness is valid for six months unless otherwise noted ~ ''OII FFICIAL USE ONLY Historic Preservation Board Meeting Date: Staff Review Date: Application is Approved Approve d with.Conditions Denied Conditions: {.(.) LA01.i &'AVm i9'1 Signed: Date: Z l ***This Certificate must be prominently displayed on the b ilding when work is in progress*** FASHA_ENG\Historic Preservation Board\C of A Application.doc - DEVELOPMENT FEE WORKSHEET Utility Department Project Name: Phone: Owner/Contact .Person: . Address: 1) TYPE OF DEVELOPMENT:. Reside ntial Non-Residentjal ❑ Single Family j Multi -Family ❑ Commercial; Industrial , ❑ 2) TYPE OF UNIT(*Sing y 3) TOTAL NUMBER OF UNITS or.BUILDINGS; ❑ 4) TYPE OF UTILTTY;CONNECTION: 1 Master ❑ Tap Required a Tap Existing ❑ a) Meter: Individua . b) Sewer Tap: Individual � on �'J Tap Requir❑ Tap Existing ❑ .Comm ed ❑ . 3/4-inch 1-inch 1 '/2 nch 2-inch-0 Supplied by ❑ 5) WATER METER SIZE. ❑ ❑ Contractor 6) AWS METER: None Individual Master ❑ Supplied by (Alternative water supply) Meter Meter Contractor a) Meter Size: 3/4-inch M 1-inch ❑ 1 %2-inch ❑ 2-inch ❑ Supplied by ❑ Contractor SUMMARY OF IMPACT FEES METER SET and TAP CHARGES Water impact fees........ $ / �3 COMMENTS: Sewer impact fees........ $ 2 -C/019 a Water Meter set $ Water Meter set and tap $ Meter deposit and S/C.- $ Sewer to ...... $ AWS Meter Set ..........$ AWS Meter Tap & Set..$ TOTAL DUE .......... $ L Signature - Utility Director. or Engineer Date: % Page 1 of 2 City of Sanford Utility Department Updated: July, 2005 P.O. Box 1788, Sanford, Fl. 32772 Phone (407) 330-5641 408 - -%' 20. - - 0 1) 41 1)o.00 506o-oo '12 I IN if III li Ill 11 III 11 Ill II fig it III If Ili 11111 II III II ill 11111 'Phis instrument Prepared By: NaIli e Address eye% Owed (� W. Permit. No. MARYANNE 3E, CLERK OF CIRCUIT COURT SEMINOLE COUNTY HK 06071 PG 1389 CLERK'S # 2006002783 RRCORDED 01/06/E006 02:25:41 FM RECORDING FE 5 J�(%'o No RECORDED BY `Neati NOTICE OF COMMENCEMENT STATE of /v COUNTY OF THE; 1JNDI?RSWNl;) hereby gives notice that improvement will be male to certain real property, and in accordance wit.il Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legill description of property, and Street address if available) 1���i3���ODaZO TRnfizo 7/ 1,277a��'arc�/rd, as-iy- �n-�✓ L. C;enur<ll description of iulpruvelnenL: f //1q/���/y��� 3. Chvner inful•ulat.ion (� {//�� � Lan420 W• 3a77d 1. Nanle and address: Mv-i 9r►. ShrG✓G 1). Interest in property: (:. Name and a(1(lrc�� ul tee simple titleholder (il'utbcl• ih:ul manor): i. Collt.l•actor: // Q !�C>� ,\�\ACV -,�J\ y�oo - • :1. b. Name and address: Gt,�')•C.%•��(LI Phone nuulber: yd7� 117 ti,�' 5.\�F.. ;�, C4\0 c. Fa\ (lumber (Optional, if serax vice by fIs acceptable): ��A'l OF 5. Surety a. N:nl lle and ad(ll'C95: O� L b. 1\111ount. of" bunt( ..' C: (I. P111)Ill'. lllllllbel': 1�,Jx nunlher (opt.ion:ll• ifservice. by fax is accept:ihle): G. L.elldcl- a. Nauie and address: �� b. Phone number: C. Fax nunlher (optional, it' Service by fax is acceptable): 7. Persons within the State of 1 luri(la designatc(I by ()vner upon whorl notices or other documents may he Served as provided in section 713.130)(a)7., Florid:.( Statutes: a. Name and address: b. Phone muubel•: C. Fax number (optional, if service by I'ax is :Iccept.nble): 8. ]n addition to himself. Owner designates the following perwul(s) to receive :i copy ul't.be I.ienur's Not.ice�s provided in , tcct.ioll 713.1:;(1)(b), Florida Statutes: god E L.�4K��/edrL)10 � BVI ejo �. �327(a a. Name and address: �ohn i 1 b. Phone number: C. lax number (optional, if service by fax is acceptable): g07..,�g,3VOO 9. I;spirat.ioll date of notice of mill nlencenlent. (the expiration (1:I1e is 1 year I'ronl the date of recording; unless a (ifferent date is specified) 5worn to an(l subscribed before nle hy—mAd_ -Sh__rY-vc_... __.- who is personally known to ale ol• produced as i( ent�; :ttIon, mu who did — tal:c an uat.h, this day of jant,4jez1i►_'a`d4�° Signature of Not-ni,Y—L-aa_&l Printed Hanle of Notary 1t! 14A1 �i C frvl/ Conlnlissiull Nu./I�xpir:lt.ioil: -- Signature of ()Nvner . Ownel•'s Name-li�tel`ICI. S%1rGIC _ Owners /Wdress: �l i p I"i} �mr Q+R' Cnn�fl/1J'l �l U71.— Seal: •,a� SUSAIIi BISt30�! tic" Pubk - SW of FW& •CamMm EWM May23. nl..l 'I' O ( t I'RIN'I'I:D I,IGIIiI.Y "I-o �'c>�11'I.Y WI I'I I Rf:.COKDING KI;QUIKI-MIN"fS. CITY OF SANFORD P O BOX 2847 SANFORD, FL 32772 407-330-5630 PHONE 407-328-7367 FACSIMILE APPLICATIONS FOR WATER AND/OR SEWER AVAILABILITY 1. APPLICANT NAME ana (Applicant) (Owner)G�� ADDRESS TELEPHONE 2. PROPERTY STREET ADDRESS LEGAL DESCRIPTION Has Site Plan Been Approved by the Planning and Zoning Board? No If Yes, When? 3. PROPOSED DEVELOPMENT What is the property to be used for? Single Family Residential (Type of Use) If Commercial use, please give information on water and sewer flow requirements (FLOW/G.P.D.) 4. CERTIFICATION , I certify that to the best,of my knowledge all information supplied with this application is true. (Signature) (Date) FOR CITY USE ONLY: Comment, additional costs as needed should not include Impact Fees. AVAILABIL�,ITY Water ❑ ❑ Reclaim ❑ ❑ Sewer ❑ ❑ (Yes) (No) (Yes) (No) (Yes) (No) COST Water Line ❑ ❑ Water Line ❑ ❑ Water Line Depth. ITEMS Tap (Yes) (No) (Yes) (No) Sewer Tap ❑ ❑ Road Grt ❑ ❑ , Sewer Line Depth (Yes) (No) (Yes) (No) (Utility Operations Coordinator) Additional Information: (Utility Director) (Date) (Date) J J Q 2 I-0" 4 N N 3iFOR Y. • SITE PLAN 1 9 9,-n,, E-- PLAT OF BOUNDARY SURVEY for MAR!A S. SHREVE Legal Description LOT 2, BLOCK 13, TIER 2, FLORIDA LAND AND COLONIZATION CO., LTD., E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, according to the Plat thereof as recorded in Plat Book 1, Pages 56 through 64, of the Public Records of Seminole County, Florida. 6 i om 3.80!— I CJ� 1 OD 1 I 1 I I I I I I I I I 0 w 0 z Ln cz J Q U Ln 117.00' VACANT LOT 5850.00 SQFT. 117.00 1 STORY FRAME/STUCCO SCALE: 1 "=30' 41.00' SURVEY NOTES: 1) The street address of the above -described property is PALMETTO AVENUE. 2) The above -described property lies in a Flood Zone X. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Tecfuiical Standards set forth by the Florida*Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: o - t� CERTIFIED CORRECT TO: KITNER"SSURVEYING, INC. R. BLAIR_ KIT+1C11V1 = "P.L.S. NO. 3382 Post Office -Pox 823,, ,Sanf.ord, Fl. 32772-0823 40'7) '322-2000 PROJECT NO: 03.3ZI (A) SURVEY DATE 2;$,' SSARCN 2004 R: Law & Associates, Inc. � Ag' F A, 1277 N. Semoran Blvd., Ste. 112 Orlando, FL 32807 (321)235-9105 REPORT ON IN -PLACE DENSITY TESTS Client: Landmark Building & Construction, Inc. P.O. Box 4657 Winter Park FL 32793- Project No.: 06-02.2404 Density Set No.: 1034 Issue Date: April 04, 2006 Project: (LBC) 1.108 Palmetto Ave Sanford` / Area Tested Stem Wall Backfill Technican: Arcade Miackayizila Date Tested: April 03, 2006 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D-1557 Modified Proctor Moisture -Density Relationship Remarks: The Test Results Did Meet or Exceed 95% of the Soil's Maximum Density as Determined by ASTM D-1557 Test No Location of Test Depth of Test Maximum Dry Density (pef) Optimum Moisture Content Fie Field Moisture Content Dry Density (pef) Percent Compaction 1 Approximate center of East half of Stem Wall 0-1 108.5 13.0 6.8 108.3 99.8 2 Approximate center of East half of Stem Wall 1-2 108.5 13.0 6.4 107.4 99 3 Approximate center of East half of Stem Wall 2-3 108.5 13.0 7.1 103.9 95.8 4 Approximate center of Stem Wall 0-1 108.5 13.0 5.9 106.8 98.4 5 Approximate center of Stem Wall 1-2 108.5 13.0 6.0 108.6 100+ 6 Approximate center of Stem Wall 2-3 108.5 13.0 7.4 103.6 95.5 7 Approximate center of West half of Stem Wall 0-1 108.5 13.0 6.1 105.2 97 8 Approximate center of West half of Stem Wall 1-2 108.5 13.0 7.3 106.4 98.1 9 Approximate center of West half of Stem Wall 2-3 108.5 13.0 7.1 105.3 97.1 Depth of test referenced from top of Backfill Client Copies: i, Donald S. Law, P.E. President Florida Registration No. 45286 Page I of I Permit # rr�� r_ CITY OF SANFORD PERMIT APPLICATION V�" \ ,/ v� x . w Date: Job Address: Description of Work: Historic District: Zoning: 42)',�Total Square Footage Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures V # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wester Closets )— Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Owners Name & Address: Name & Phone & Fax: IU Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: Phone: `tom X) 'QpZ,C7 �eJ.iceNumber: Contact Person: Phone: 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 f Fl rr ien Law, FS 713. 06 Signature of Owner/Agent Date Signature, f Contract / ent ate Print Owner/Agent's Name of Notary -State of Florida Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 03/2006 Date UTIL: FD: rnt Contractor/Agent's Name Signature of Notary.State.of.Florida- —Date MY cc: '--;;'•SfON DD 1b7 EX7;:9Es: February',' ^i Contractor/Agent is- Perso Nly�KKnoownn to-Ivte or,; Produced ID ENG: B LDG: CITY OF SANFORD PERMIT APPLICATION Permit t � Date: _ Job Address: I D tr-KLk Description of Work: (a 2- G�-R Total Square Footage 1 iQ Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical ✓ Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Altemtion Change of Service Temporary Pole Mechanical: Residential ✓ Non -Residential Replacement New ✓ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures — Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ✓ Commercial Construction Type: # of Stories: �_ # of Dwelling Units: Flood Zone: (t'EMA corm requireu )tA av� orD 3 )77 Owners Name & Address: �`n C� +Q i Phone: L 1-0 1- L►-1 L1. -'�i4 �D 7 U Lt L Contractor Name & Address: d F � vw Q BIZ e Q Ir -- Po f�l State License Number: Phone &Faz: `I ' ��'� 4b` - 3 DL� - `r to („Contact Person:Phone: jt-b �- 3 2 3- 0 31 `% # of Water & Sewer Lines # of Gas Lines Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer: Industrial Plumbing Repair - Residential or Commercial Phone: Fax: Address: 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 , SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and permit must be secured for ELECTRICAL WORK, PLUMBING AIR CONDITIONERS, etc._ nformation is accurate and that all will be done in compliance with all applicable laws regulating OWNER'S AFFIDAVIT: I certify that all of the foregoing i 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 requi of Florida Lien Law, FS 713. Signature of Owner/Agent paw Signature tractor/Agent to Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: UTIL: Special Conditions: Rev 032006 �i, ,. n L j Print Contractor/A ent's Name Signature of o -State of Florida Date € Carolyn J Merritt My Commission DD370586 r Expires January 07 2009 Contractor/Agent is. PePy�o to Me or Produced ID FD: ENG: BLDG: 2'-0" SITE PLAN 2 2'-0" w Q o p N m w J I � WMENN PLAT OF BOUNDARY SURVEY for MAR!A S. SHREVE Legal Description LOT 2, BLOCK 13, TIER 2, FLORIDA .AND AND COLONIZATION CO., LTD., E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, according to the Plat thereof as recorded in Plat Book 1, Pages 56 through 64, of :,the Public Records of Seminole County, Florida. i I I I I 6 ' 1 I 1 I n�l 1 I � 0, � I I I � I inl I ti�l 117.00' I 1 O I , 1 L� I 3.8 ' o VACANT LOT 1 O 5850.00 SQFT. I I 1 I I ----------; n N >ml 117.00' 1 �I � O z I u I 8 C. LnLn I I I 1 I I I I 1 STORY FRAME/STUCCO SCALE: 1 "=30' SURVEY NOTES: 1) The street address of the above -described property is PALMETTO AVENUE. 2) The above -described property lies in a Flood Zone X. 41.00' 0 w 0 z cn ¢i w) J U Ln SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida'Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: 7. ��z C z CERTIFIED CORRECT TO: KI NER 53 RVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 82.3, Sanford, F1. 32772-0823 (477) 322-2000 PROJECT NO: 03 - 3Z1 (A) SURVEY DATE 2 ; N1A QCH 2O04 . FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING; CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: CSF1557 Builder: LANDMARK Address: 10641lVPALMETTO AVENUE Permitting Office: eta City, State: SANFORD, FL 32771- Permit Number: bU 13Los Owner: Jurisdiction Nta�ber\ SOD Zone: Central q` 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1557 ft2 7. Glass type I and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Sngle Default) 250.0 ft' b. SHGC: (or Clear or Tint DEFAULT) 7b. (SC=0.56) 216.0 ft2 _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 170.0(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Concrete, Light Weight - Int Insul, Exterior R=12.0, 1201.0 ft' b. N/A _ c. N/A _ d. N/A _ e. N/A _ 10. Ceiling types a. Under Attic R=19.0, 1.557.0 ft2 b. N/A c. N/A _ 11. Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 132.8 ft b. N/A _ m 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Natural Gas b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 15075 PASS Total base points: 22956 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPAR DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy odd OWNER/AGENT: '4ak� t DATE: Ol , QJ. CYO Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.0) Cap: 41.0 kBtu/hr _ SEER: 13.20 Cap: 42.0 kBtu/hr HSPF: 8.60 Cap: 50.0 gallons _ EF: 0.59 PT, Z11E ST 9rA��+ tx rsnr 'I ,• - 11 cop WIF A ENERGY PERFORMANCE LEVEL (EPL) DISPLA F. CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.0 The higher the score, the more efficient the home. , 1110 PALMETTO AVENUE, SANFORD, FL, 32771- 1. New construction or existing New _ 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 5. Is this a worst case? Yes _ 6. Conditioned floor area (W) 1557 ft2 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Sngle Default) 250.0 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. (SC=0.56) 216.0 ft2 _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0:0, 170.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Light Weight - Int Insul, Exterior R=12.0, 1201.0 ft2 b. N/A _ a N/A d. N/A e. N/A _ 10. Ceiling types a. Under Attic R=19.0, 1557.0 ft2 b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 132.8 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Natural Gas b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) iti this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 41.0 kBtu/hr SEER: 13.20 Cap: 42.0 kBtu/hr HSPF: 8.60 Cap: 50.0 gallons _ EF: 0.58 PT, y�yO4 ,VIiE STq?AO�n �oD WF *NOTE: The home's estimated energy performance score is only available through the FLA/RE,S computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pa es 2&4. EnergyGauge® (Version: FLRC9B v4.0) FORM 60OA-2004 EnergyGauge@ 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1110 PALMETTO AVENUE, SANFORD, FL, 32771- PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1567.0 26.78 7225.1 Single, SC=0.56 NE 1.0 8.0 6.0 23.07 0.99 137.1 Single, SC=0.56 NE 1.0 9.0 18.0 23.07 1.00 413.4 Single, SC=0.56 NE 1.0 12.0 36.0 23.07 1.00 827.8 Single, SC=0.66 SE 1.0 12.0 18.0 37.12 1.00 667.9 Single, SC=0.56 SE 1.0 12.0 54.0 31.05 1.00 1676.0 Single, SC=0.56 SW 9.6 12.0 36.0 28.69 0.56 577.7 Single, SC=0.56 NW 1.0 12.0 18.0 19.42 1.00 348.4 Single, SC=0.56 SW 1.0 12.0 36.0 28.69 1.00 1031.0 Single, Clear NW 13.0 17.0 16.0 40.72 0.69 452.6 Single, SC=0.56 sW 1.0 9.0 12.0 28.69 1.00 343.4 As -Built Total: 250.0 6476.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Lt Wt Int Insul, Exterior 12.0 1201.0 0.28 330.3 Exterior 1201.0 1.90 2281.9 Base Total: 1201.0 2281.9 As -Built Total: 1201.0 330.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 21.0 7.20 151.2 Exterior 42.0 4.80 201.6 Exterior Wood 21.0 7.20 151.2 Base Total: 42.0 201.6 As -Built Total: 42.0 302.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1557.0 2.13 3316.4 Under Attic 19.0 1557.0 2.82 X 1.00 4390.7 Base Total: 1667.0 3316.4 As Built Total: 1557.0 4390.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 170.0(p) -31.8 -5406.0 Slab -On -Grade Edge Insulation 0.0 170.0(p -31.90 -5423.0 Raised 0.0 0.00 0.0 Base Total: -5406.0 As -Built Total: 170.0 -6423.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1557.0 14.31 22280.7 1557.0 14.31 22280.7 EnergyGauge® DCA Form 600A-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 600A-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1110 PALMETTO AVENUE, SANFORD, FL, 32771- PERMIT #: BASE AS -BUILT Summer Base Points: 29899.7 Summer As -Built Points: 28356.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 41000 btuh ,SEER/EFF(13.2) Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 28356 1.00 (1.09 x 1.150 x 0.85) 0.258 0.950 7437.9 29899.7 0.4266 12755.2 28356.5 1.00 1.069 0.258 0.950 7437.9 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1110 PALMETTO AVENUE, SANFORD, FL, 32771- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 1667.0 5.86 1642.3 Single, SC=0.56 NE 1.0 8.0 6.0 15.77 1.00 94.7 Single, SC=0.56 NE 1.0 9.0 18.0 15.77 1.00 284.0 Single, SC=0.56 NE 1.0 12.0 36.0 15.77 1.00 568.0 Single, SC=0.66 SE 1.0 12.0 18.0 12.69 1.01 230.0 Single, SC=0.56 SE 1.0 12.0 54.0 13.23 1.01 719.3 Single, SC=0.56 SW 9.6 12.0 36.0 13.85 1.26 629.0 Single, SC=0.56 NW 1.0 12.0 18.0 15.94 1.00 286.7 Single, SC=0.56 SW 1.0 12.0 36.0 13.85 1.00 499.4 Single, Clear NW 13.0 17.0 16.0 14.97 0.99 238.0 Single, SC=0.56 SW 1.0 9.0 12.0 13.85 1.00 166.6 As -Built Total: 260.0 3716.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Lt Wt Int Insul, Exterior 12.0 1201.0 1.24 1486.2 Exterior 1201.0 2.00 2402.0 Base Total: 1201.0 2402.0 As -Built Total: 1201.0 1486.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 21.0 7.60 159.6 Exterior 42.0 5.10 214.2 Exterior Wood 21.0 7.60 159.6 Base Total: 42.0 214.2 As -Built Total: 42.0 319.2 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1557.0 0.64 996.5 Under Attic 19.0 1557.0 0.87 X 1.00 1354.6 Base Total: 1667.0 996.6 As -Built Total: 1667.0 1364.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 170.0(p) -1.9 -323.0 Slab -On -Grade Edge Insulation 0.0 170.0(p 2.50 425.0 Raised 0.0 0.00 0.0 Base Total: 323.0 As -Built Total: 170.0 425.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1557.0 -0.28 -436.0 1557.0 -0.28 -436.0 EnergyGauge® DCA Form 600A-2004 EnergyGaugeO/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 INTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1110 PALMETTO AVENUE, SANFORD, FL, 32771- PERMIT #: I BASE AS -BUILT Winter Base Points: 4496.0 Winter As -Built Points: 6864.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 42000 btuh ,EFF(8.6) Ducts: Unc(S),Unc(R),Int(AH),R6.0 6864.7 1.000 (1.078 x 1.160 x 0.87) 0.397 0.950 2828.6 4496.0 0.6274 2820.8 6864.7 1.00 1.093 0.397 0.950 2828.E EnergyGaugeTm DCA Form 60OA-2004 EnergyGaugeS/ aRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1110 PALMETTO AVENUE, SANFORD, FL, 32771- PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 50.0 0.58 3 1.00 1602.76 1.00 4808.3 As -Built Total: 4808.3 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 12755 2821 7380 22956 7438 2829 4808 15075 yo4ZttE srq�Ao ID Boa all We EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 s FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 1110 PALMETTO AVENUE, SANFORD, FL, 32771- PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame wails where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non4C rated, installed inside a sealed box with 1/7' clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded Dy all resiaences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 Title: CSF1557 Family Type: Single Address Type: Street Address �- Owner: (blank) New/Existing: New Lot #: N/A W� # of Units: 1 Bedrooms: 3 Subdivision: N/A "7 Builder Name: LANDMARK Conditioned Area: 1557 Platbook: N/A 0 Climate: Central Total Stories: 1 Street: 1110 PALMETTO AVENUE Q. Permit Office: (blank) Worst Case: Yes County: SEMINOLE Jurisdiction #: (blank) Rotate Angle: (blank) City, St, Zip: SANFORD, FL, 32771- () # Floor Type R-Val Area/Perimeter Units N # Door Type Orientation Area Units IX 1 Slab -On -Grade Edge Insulation 0.0 170.0(p) It 1 1 2 Wood Exterior Wood Exterior 21.0 ft2 1 21.0 ft2 1 OO 1 0 UL (' # Ceiling Type R-Val Area Base Area Units 0 Z # System Type Efficiency Capacity 1 Under Attic 19.0 1557.0 ft2 1557.0 ft2 1 1 Central Unit SEER: 13.20 41.0 kBtu/hr Z J J_ Q W O V V Credit Mukipliers: None Credit Multipliers: PT # Wall Type Location R-Val Area Units Z # System Type Efficiency Capacity 1 Lt Wt Conc/Int Insul Exterior 12.0 1201.0 ft2 1 1 Electric Heat Pump COP: 8.60 42.0 kBtu/hr J J QLLJ � Q 2 Credit Multipliers: PT # Supply Return Location Location Air Handler Location Supply R-Val Supply Length # Panes Tint Ornt Area OH Length OH Hght Unit 1 Single SC=0.56 W 6.0 f12 1.0 ft 8.0 ft 1N. 1 Uncond. Uncond. Interior 6.0 132.8 ft 2 Single SC=0.56 W 18.0 112 1.0 It 9.0 ft 1 3 4 Single Single SC=0.56 SC=0.66 W N 36.0 1`12 18.0 ft2 1.0 It 1.0 ft 12.0 It 12.0 ft 1 1 0 Credit Multipliers: AHU sealed 5 Single SC=0.56 N 54.0 ft2 1.0 ft 12.0 ft 1 6 Single SC=0.56 E 36.0 ft2 9.6 ft 12.0 ft 1 W # System Type EF Cap. Conservation Type Con. EF 7 Single SC=0.56 S 18.0 ft2 1.0 ft 12.0 ft 1 8 Single SC=0.56 E 36.0 ft2 1.0 ft 12.0 ft 1 1 Natural Gas 0.58 50.0 None 0.00 9 Single Clear S 16.0 ft2 13.0 ft 17.0 ft 1 10 Single SC=0.56 E 12.0 1112 1.0 ft 9.0 ft 1 Q (j) # Use Default? Annual Operating Cost Electric Rate 0% 1 Yes N/A N/A O U. p zIF W EnergyGauge® (Version: FLRCSB v4.0) 1=��cs. Shori Form Job: ONE NCit72006 SL AT A TIME'„ Date: Sep IA HG 1" e" ' Entire House By: TwCIA HIGGINS MID FLORIDA AIR oas Ay�Pro�eCtlnformat�on a For: LANDMARK 1110.. .-D HEATING EQUIPMENT Make Ruud Trade Ruud UPMD Series Model UPMD-042CAZ Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.6 HSPF 42000 Btuh @ 470F 28 OF 1367 cfm 0.046 cfm/Btuh 1.00 in H2O COOLING EQUIPMENT Make Ruud Trade Ruud UPMD Series Cond UPMD-042CAZ Coil UBHK-24+RCBA-60"+RXCT-CHE Efficiency 13.2 EER Sensible cooling 28700 Btuh Latent cooling 12300 Btuh Total cooling 41000 Btuh Actual air flow 1367 cfm Air flow factor 0.048 cfm/Btuh Static pressure 1.00 in H2O Load sensible heat ratio 0.87 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) DINING ROOM 143 4508 2328 205 113 WIC 42 1343 379 61 18 UTILITY 78 1065 1421 48 69 M BATH 96 1580 1253 72 61 BATH 54 1031 1363 47 66 ENTRY 55 0 0 0 0 H .. 80 0 0 0 0 BEDROOM 156 4653 2510 212 121 BEDROOM 2 156 2852 4959 130 240 M BEDROOM 193 5166 4529 235 219 KITCHEN W8 2181 3713 99 180 LIVING 306 5652 5799 257 281 ,In n n n n n. 4u Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r,;t WEr7gh t5C7$$ Right -Suite Residential 6.0.27 RSR39772 2005-Sep-23 13:34:45 fCCA CAMy Documents\Wdghtscft HVAMPALMETTO.rrp Calc = MJ8 Orientation = E Page 1 Entire House 1557 30032 28253 1367 1367 Other equip loads 1242 678 Equip. @ 0.98 RSM 28352 Latent cooling 4506 �LC7 ']i 77G VAR7 1 AF;7 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. i► Stt a Right Suite Residential 6.0.27 RSR39772 2005-Sep-23 13:34:45 WP"9g� 7$ .4CA:;A CAMy Documents\Wdghtsoft HVAC\PALMETTO.rrp Calc = MJ8 Orientation = E Page 2 BuildingAnalysis y Entire House MID FLORIDA AIR 116 S. HIGHWAY 17-92, DEBARY, FL 32713 Phone. 386 668-8752 Fax: 386 668-0323 Job: Date: Sep 22, 2005 By: TRICIA HIGGINS •Pro6ect Information For: LANDMARK 1110 PALMETTO AVENUE, SANFORD, FL 32771 Design Conditions Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Latitude: 28 °N Design TD (OF) Relative humidity (%) 33 50 18 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 29.0 43.6 Dry bulb (°F) 37 93 Infiltration: Daily range°F) - 17 (M) Method Simplified Wet bulb (°) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh % of load Walls 2.4 2933 9.4 Glazing 30.2 7546 24.1 Doors 15.5 651 2.1 Ceilings 1.6 2518 8.1 Floors 4.3 6620 21.2 Infiltration 2.1 3148 10.1 Ducts 6617 21.2 Piping 0 0.0 Humidification 0 0.0 Ventilation 1242 4.0 Adjustments -0 Total 1 1 31275 100.0 Cooling - Component Btuh/ft2 Btuh % of load Walls 1.1 1360 4.7 Glazing 42.8 10700 37.0 Doors 14.7 616 2.1 Ceilings 2.7 4173 14.4 Floors 0.0 0 0.0 Infiltration 0.6 904 3.1 Ducts 8841 30.6 Ventilation 678 2.3 Internal gains 1660 5.7 Blower 0 0.0 Adjustments -0 Total 28931 100.0 Overall U-value = 0.133 Btuh/ft2-°F Data entries checked. N'�s VernNelron Dods Geang In�ll�ellon D- CaiNnga FI-1 Glazn9 W.I. Ventilation internal Gains Ceilings .` wnghtsoft Right -Suite Residenbal 6.0 27 RSR39772 2005-Sep-23 13:34.29 AI: CA C\My Documents\Wnghtsoft HVAC\PALMETTO rrp Calc = MJ8 Orientation = E Page 1 SPEEDYCALC'S" Component Constructions Date: Sep 22,2005 ONE HOUSE ATATIME Entire House By: TRICIA HIGGINS MID FLORIDA AIR 116 S. HIGHWAY 17-92, DERARY, FL 32713 Phone 386 668-8752 Fax 386 668-0323 For: LANDMARK 1110 PALMETTO AVENUE, SANFORD, FL 32771 Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 33 18 Latitude: 28 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 29.0 43.6 Dry bulb (OF) 37 93 Infiltration: Daily range (OF) - 17 (M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 14D-13s: Insulating concrete form panel, poured on site, interior finish, wood siding or stucco, R-12 to R-14 Or Area U-value Instil R Htg HTM (ft') (BtuhM'-'F) (ft'-T/Btuh) (Btuh/V) n 186 0.074 0.0 2.44 e 402 0.074 0.0 2.44 s 217 0.074 0.0 2.44 w 396 0.074 0.0 2.44 all 1201 0.074 0.0 2.44 Partitions (none) Windows 1A-cloc: Operable, clear glass, metal dad wood frame, 1 pane, n 50% outdoor insect screen; 1 ft overhang 1A-cloc: Operable, clear glass, metal dad wood frame, 1 pane; n 50% blinds 45°, medium; 50% outdoor insect screen, 1 ft overhang e e s w w w all 1A-cloc: Operable, clear glass, metal dad wood frame, 1 pane, e 50°% blinds 45', medium; 50% outdoor insect screen; 9.6 ft *M" Faced sash, metal frame, no break, clear glass, 1 pane; 13 s ft overhang Doors I IA0: Wood door, hollow core, no storm n s all Ceilings 1613-19ad: Ceiling under vented attic, no radiant barrier, dark shingles, R-19 insulation Loss Clg HTM Gain (Btuh) (BtuhAV) (Btuh) 454 1.13 211 982 1.13 455 530 1.13 246 967 1.13 448 2933 1.13 1360 18 0.900 0.0 29.7 535 26.6 479 54 0.900 0.0 29.7 1604 22.8 1232 36 0.900 0.0 29.7 1069 58.0 2089 12 0.900 0.0 29.7 356 58.0 696 18 0.900 0.0 29.7 535 25.6 461 6 0.900 0.0 29.7 178 58.0 348 18 0-900 0.0 29.7 535 58.0 1044 36 0.900 0.0 29.7 1069 58.0 2089 180 0.900 0.0 29.7 5346 44.2 7960 36 0.900 0.0 29.7 1069 46.5 1673 16 1.130 0.0 37.3 597 36.7 587 21 0A70 0.0 15.5 326 14.7 308 21 0.470 0.0 15.5 326 14.7 308 42 0,470 0.0 15.5 651 14.7 616 1557 0.049 19.0 1.62 2518 2.68 4173 �-, wnghtsoft RightSuiteResidentlal 6.0.27 RSR39772 2005-Sep-23 13:34:29 zbk C\My Documents\Wnghtsoft HVAC\PALMETTO rrp Calc - MJ8 Onentation = E Page 1 Floors 22A-cpm: Carpeted slab on grade, heavy dry or light wet soil, No 170 1.180 0.0 38.9 6620 0.00 edge insul, No hor¢ insul �+&-�.. VVrjO 7tSOft Right -Suite Residential6.0.27RSR39772 2005-Sep-2313:34:29 /Il..(.A C:\My Documents\Wrightsoft HVAC\PALMETTO. rrp Calc = MJ8 Orientatlon = E Page 2 Project Su mma Job: • > Date: Sep 22, 2005 Entire House By: TRICIA HGGINS MID FLORIDA AIR 116 S. HIGHWAY 17-92, DEBARY, FL 32713 Phone: 386 668-8752 Fax: 386 668-0323 .l« re Proleci Information q �^.wk s i . For: LANDMARK 1110 PALMETTO AVENUE, SANFORD, FL 32771 Notes: Weather: Orlando, FL, US Winter Design Conditions Outside db 37 OF Inside db 70 OF Design TD 33 OF Heating Summary Structure 23416 Btuh Ducts 6617 cfm Central vent (34 cfm) 1242 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 31275 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolingg Area (ft2) 1557 1557 Volume (fP) 13743 13743 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 87 46 Heating Equipment Summary Make Ruud Trade Ruud UPMD Series Model UPMD-042GAZ Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.6 HSPF 42000 Btuh @ 47°F 28 OF 1367 cfm 0.046 cfm/Btuh 1.00 in H2O Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 19412 Btuh Ducts 8841 Btuh Central vent (34 cfm) 678 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 28352 Btuh Latent Cooling Equipment Load Sizing Structure 1754 Btuh Ducts 1736 Btuh Central vent (34 cfm) 1016 Btuh Equipment latent load 4506 Btuh Equipment total load 32858 Btuh Req. total capacity at 0.70 SHR 3.4 ton Cooling Equipment Summary Make Ruud Trade Ruud UPMD Series Cond UPMD-042CAZ Coil UBHK-24+RCBA-00"+RXCT-CHE Efficiency 13.2 EER Sensible cooling 28700 Btuh Latent cooling 12300 Btuh Total cooling 41000 Btuh Actual air flow 1367 cfm Air flow factor 0.048 cfm/Btuh Static pressure 1.00 in H2O Load sensible heat ratio 0.87 Printout certified by ACCAto meet all requirements of Manual J 8th Ed. Wriptit50ft Right -Suite Residental6.0.27 RSR39772 2005-Sep-2313:34:29 AC-ak C:\My Documents\Wrightsoft HVAC\PALMETTO.rrp Calc= MJ8 Orientation = E Page 1 AED Assessment Entire House MID FLORIDA AIR 116 S. HIGHWAY 17-92, DEBARY, FL 32713 Phone: 386 668-8752 Fax: 386 668-0323 For: LANDMARK 1110 PALMETTO AVENUE, SANFORD, FL 32771 Job: Date: Sep 22, 2005 By: TRICIA HIGGINS NUNxn� 'f JN i 9S„, .q :. M Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 33 18 Latitude: 28ON Relative humidity (%} 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 29.0 43.6 Dry bulb (°F) 37 93 Infiltration: Daily range (OF) - 17 (M) Method Simplified Wet bulb ('F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 t m A 0 rn c N M 0 Hourly Glazing Load 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Hourly / Average / AED limit Maximum hourly glazing load exceeds average by 20.41/6. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh i+. VVrjjg' j It50$t Right RSt7i9772 2005-Sep-2313:34:29 AC0. CAMy Documents\Wrightso8 HVACtPALMETTO.rrp Calc = MJ8 Orientation = E Page 1 Sheet 1 40 cfm BED OM2 -•R-+14 1011 LRANG 'wi 80 C-f m: 11A KITCHEN -•• Job #: Performed by TRICIA HIGGINS for. LANDMARK 1110 PALMETTO AVENUE SAN FORD, FL 32771 MID FLORIDA AIR Scale: 1 : 97 Page 1 116 S. HIGHWAY 17-92 RigitSude Residential DEBARY, FL 32713 6.0.27 RSR39772 Phone: 386 668-8752 Fax: 386 668-0323 2005Sep 23 1a34:37 C:\My Documents\Wrightsdt HVA... Duct System Summary Entire House MID FLORIDA AIR 116 S. HIGHWAY 17-92, DEBARY, FL 32713 Phone: 386 668-8752 Fax: 386 668-0323 r999MPap For: LANDMARK 0 PALMETTO.-D External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 1.00 in H2O 0.34 in H2O 0.66 in H2O 0.33 / 0.33 in H2O 0.334 in/100ft 1367 cfm 198 ft Job: Date: Sep 22, 2006 By: TRICIA HIGGINS Cooling 1.00 in H2O 0.34 in H2O 0.66 in H2O 0.33 / 0.33 in H2O 0.334 in/100ft 1367 cfm Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) Rect Size (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk DINING ROOM -A h 4508 205 113 0.337 7 Ox 0 VIFx 25.5 170.3 stl wlc h 1343 61 18 0.347 4 Ox 0 VIFx 20.4 170.0 st2 UTILITY c 1421 48 69 0.351 5 Ox 0 VIFx 17.8 170.0 st2 M BATH h 1580 72 61 0.357 5 Ox 0 VIFx 15.1 170.0 st2 BATH c 1363 47 66 0.345 4 Ox 0 VlFx 21.3 170.3 stl BEDROOM h 4653 212 121 0.334 7 Ox 0 VIFx 27.3 170.3 stl BEDROOM 2 c 4959 130 240 0.350 7 Ox 0 VIFx 18.1 170.3 stl M BEDROOM h 5166 235 219 0.351 7 Ox 0 VIFx 17.8 170.0 st2 KITCHEN c 3713 99 180 0.353 7 Ox 0 VIFx 16.6 170.3 stl LIVING c 5799 257 281 0.341 8 Ox 0 VIFx 23.3 170.3 stl Trunk Htg Cig Design Veloc Diam Rect Duct Duct Name Type (cfm) (cfm) FR (fpm) (in) Size (in) Material Trunk st1 PeakAVF 950 1000 0.334 935 14 0 x 0 VinlFlx st2 Peak AVF 417 367 0.347 764 10 0 x 0 VinlFlx 1 WrYghtSOft Right -Suite Residential6.0.27 RSR39772 2005-Sep-23 13:34:29 ,4C4:�k C:\My Documents\Wrightsoft HVAC\PALMETTO.rrp Calc= MJ8 Orientation = E Page 1 Name Grill Size (in) Htg (cfm) Clg (cfm) TEL M Design FR Veloc (fpm) Diam (n) RectSize (n) Stud/Joist Opening (in) Duct Matl Trunk rb 1 Ox 0 1367 1367 0.0 0.100 251 k 1 Ox 0 RtFg 1 Wrjghtspflt Right Suite Residental6.0.27RSR39772 2005-Sep-2313:34:29 /4CA:;I\ C:\My Documents\Wnghtsoft HVAC\PALMETTO.rrp Calc= MJ8 Orientation = E Page ROOF AND, FLOOR. SYSTEMS main Office: 1410 White Drive Titusville; FL 32780 Phone 321-633-7511 Fax 321-633-7544. 0 M est. 1989 ww—w.SCt.rus,s.cam\'.'0f Rockledge Plant Ocala Plant Delray Beach Plant Crescent City Port Saint Lucie 201 Paint St. 3222 NE 24th St. 9500 W Atlantic Ave Plant 201 SW. Pt. St. Rockledge, Florida Ocala, Florida Delray Beach, 105 Denver Rd. Lucie Blvd. 32955 34470 Florida Crescent City. Pt. St. Lucie, 33446 Florida Florida 32112 34984. PERMITTING SHIPPING FRAMER INSPECTION Engineering Job #: R Date: JAN 0 4 2006 ]FILE h r� 1410 White Dr Titusville F132780 321-633-7511P4 t2 t= 321-633-7544 Fax 1 January 4, 2006 Landmark Building & Construction PO Box 4657 Winter Park, FL 32793 Phone 407-359-3300 Fax 407-359-3400 Subject Truss Engineering Specifications Job # KEN 76805 Model Custom Lot/Block/Section Address 1110 Palmetto Ave. Sanford, FL 32773 Seminole County OcclAj2anQx Groun: Residential Occupancy Category: II Exposure Category: B Wind Speed: Enclosure Classification: Enclosed Index of attached: 1. Truss Placement Diagram with Truss to Truss Connector Schedule (if applicable) 2. Reaction Summary (index of attached drawings & loads on structure.) 3. Engineering Summary Sheet for each truss 4. Standard Details (if applicable) This cover sheet will serve as a blanket certification for all the attached items under Rule 61G15-31.003 of the Florida Department of Professional Regulation using design criteria from FBC 2004 Edition. I certify that all Space Coast Truss, Inc.'s truss specifications are designed for wind pressures using wind load calculations from ASCE 7-02 which has been adopted by FBC 2004 Edition. The items are enclosed in a' sealed binder which inhibits tampering. If this truss placement diagram is mirrored for alternate garage right/left swing, these truss specifications will remain unchanged. Mitek is the computer program used for engineering these trusses. Should you have any questions concerning this engineering, please do not hesitate to contact us at 321-633-7511. Please have the job number available and request to speak to the truss designer whose name is indicated at the bottom of your truss placement diagram so that we may better serve you. .� STATE OF mr O R10} X. Truss Design Engineer Manuel Martinez, PE Florida License #47182 Structural Engineer QfRecord. Name: License #. Address: ❑ Reviewed per Rule 61 GI5-30.006(3) 01/04/06 JT WHILE EVERY ATTEMPT HAS BEEN MADE TO PRODUCE A FLAWLESS PLACEMENT DIAGRAM FOR THIS W PROJECT, THE POSSIBILITY FOR SMALL ERRORS DOES EXIST, CONSEQUENTLY, IT IS VITALLY IMPORTANT .�. THAT THE BUILDER CAREFULLY REVIEW AND CHECK ALL DETAILS AND INFORMATION. d ANY ERRORS OR OMISSIONS SHOULD BE REPORTED IMMEDIATELY TO SPACE COAST TRUSS. DO NOT SCALE DRAWINGS. U WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ALL INTERIOR LOAD BEARING WALLS MUST BE STANDING AND PROPERLY BRACED PRIOR T Ll SETTING ANY AND ALL TRUSSES THIS DIAGRAM IS INTENDED FOR USE BY PERSONS KNOWLEDGEABLE IN AND FAMILIAR WITH GENERALLY ACCEPTED METHODS AND STANDARDS OF TRUSS ERECTION. TRUSS ERECTION SHOULD NOT BE ATTEMPTED BY ANY PERSON WITHOUT THESE QUALIFICATIONS. TRUSS ERECTION AND BRACING RESPONSIBILITIES MUST LIE WITH THE BUILDER. DO NOT CUT. MODIFY OR ALTER ANY TRUSSES. IN THE EVENT THAT A TRUSS NEEDS MODIFICATION OR ALTERATION, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY A SPACE COAST TRUSS EMPLOYEE WHO IS EXPERIENCED IN THE FIELD OF REPAIRS, PRIOR TO SUBMITTING ANY BACK CHARGE FOR THE SAID REPAIR(S). ANY AND ALL REPAIRS/ALTERATIONS TO ANY TRUSS MUST BE APPROVED AND ACCEPTED BY A REPRESENTATIVE OF SPACE COAST TRUSS. ANY BACK CHARGES THAT ARE NOT HANDLED IN THE ABOVE MENTIONED MANNER ARE SUBJECT TO REVIEW AND POSSIBLE REJECTION. DO NOT USE THIS DIAGRAM TO SET TRUSSES UNLESS IT IS MARKED TRUSS PLACEMENT DIAGRAM. WHEN TRUSSES ARE DELIVERED TO THE JOB SITE THERE WILL BE A PACKAGE CONTAINING A LAYOUT AND COMPLETE TRUSS ENGINEERING. PLEASE REVIEW THE ENTIRE CONTENTS OF PACKAGE BEFORE SETTING TRUSSES.. CUSTOMER: LANDMARK CONSTRUCTION PROJECT/RESIDENCE: MODEL: CUSTOM DATE: 01/04/06 SCALE: 1/4"= 1'-0", 11x17=N.T.S. TRUSS DESIGN BY: ROBERT BULLINGER CAD DRAWN BY: JESSICA TORRES PITCH: 6/12 O.H. / CANT: 24" PLUMB RF/FLR LOADING: 20-7-0-10 1.25 WIND SPEED: 110 MPH WIND DSGN METHOD: ASCE 7-02, C.C. & M.W.F.R.S. EXP. CATEGORY: B OPENING COND: ENCLOSED OCCUP. GROUP: RESIDENTIAL OCCUP. CATEGORY: II BLDG CODE: FBC 2004 TPI 2002 REV DATE: N/A ***ALL WALLS ARE 10'-0"*** ***UNLESS OTHERWISE NOTED*** ALL CEILINGS FLAT "FOLLOW HANGER MANUFACTURER INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTION" TRUSS PLACEMENT DIAGRAM O 1 /0% 4 /u'-1 6 JT CUSTOMER: LANDMARK CONSTRUCTION PROJECT/RESIDENCE: MODEL: CUSTOM DATE: 01/04/06 SCALE: 1/4"= 1'-0", 11x17=N.T.S. TRUSS DESIGN BY: ROBERT BULLINGER CAD DRAWN BY: JESSICA TORRES PITCH: 6/12 O.H. / CANT: 24" PLUMB RF/FLR LOADING: 20-7-0-10 1.25 WIND SPEED: 110 MPH WIND DSGN METHOD: ASCE 7-02, C.C. & M.W.F.R.S. EXP. CATEGORY: B OPENING COND: ENCLOSED OCCUP. GROUP: RESIDENTIAL OCCUP. CATEGORY: II BLDG CODE: FBC 2004 TPI 2002 REV DATE: N/A ***ALL WALLS ARE 10'-0"*** ***UNLESS OTHERWISE NOTED*** ALL CEILINGS FLAT "FOLLOW HANGER MANUFACTURER INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTION." a WHILE EVERY ATTEMPT HAS BEEN MADE TO PRODUCE A FLAWLESS PLACEMENT DIAGRAM FOR THIS THIS DIAGRAM ISINTENDEDFOR USE BY PERSONS KNOWLEDGEABLE IN AND FAMILIAR WITH GENERALLY ANY AND ALL REPAIRS/ALTERATIONS TO ANY TRUSS MUST BE APPROVED AND ACCEPTED BY A W PROJECT, THE POSSIBILITY FOR SMALL ERRORS DOES EXIST, CONSEQUENTLY, IT IS VITALLY IMPORTANT ACCEPTED METHODS AND STANDARDS OF TRUSS ERECTION. REPRESENTATIVE OF SPACE COAST TRUSS. THAT THE BUILDER CAREFULLY REVIEW AND CHECK ALL DETAILS AND INFORMATION. TRUSS ERECTION SHOULD NOT BE ATTEMPTED BY ANY PERSON WITHOUT THESE QUALIFICATIONS. ANY BACK CHARGES THAT ARE NOT HANDLED IN THE ABOVE MENTIONED MANNER ARE SUBJECT TO ANY ERRORS OR OMISSIONS SHOULD BE REPORTED IMMEDIATELY TO SPACE COAST TRUSS. TRUSS ERECTION AND BRACING RESPONSIBILITIES. MUST LIE WITH THE BUILDER. REVIEW AND POSSIBLE REJECTION. DO NOT SCALE DRAWINGS. DO NOT CUT. MODIFY, OR ALTER ANY TRUSSES. IN THE EVENT THAT A TRUSS NEEDS DO NOT USE THIS DIAGRAM TO SET TRUSSES UNLESS IT IS MARKED TRUSS PLACEMENT DIAGRAM. U WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. MODIFICATION OR ALTERATION, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY A WHEN TRUSSES ARE DELIVERED TO THE JOB SITE THERE WILL BE A PACKAGE CONTAINING A LAYOUT ALL INTERIOR LOAD BEARING WALLS MUST BE STANDING AND PROPERLY BRACED PRIOR TO SPACE COAST TRUSS EMPLOYEE WHO IS EXPERIENCED IN THE FIELD OF REPAIRS. PRIOR TO AND COMPLETE TRUSS ENGINEERING. PLEASE REVIEW THE ENTIRE CONTENTS OF PACKAGE BEFORE Q SETTING ANY AND ALL TRUSSES SUBMITTING ANY BACK CHARGE FOR THE SAID REPAIR(S). SETTING TRUSSES. Space Coast Truss,. Inc To: Reaction Summary 1410 white Dr Job Number: Titusville, FI 32780 Landmark CONT Phone: (321) 633-7511 Fax: (321) 633-7544 Custom Page: 1 Date: 01-04-2006 - 11:30:51 AM Project ID: 76805 Project: Block No: Model: Lot No: Account No: Contact: Site: Office: Deliver To: Designer: Name: Salesperson: Phone: Quote Number: Fax. Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 1-9-15 Joint 2 Joint 3 Joint 4 16 BM 1-0-0 ROOF TRUSS 374 lbs. 256 lbs. 13 lbs. -409lbs.-208lbs. Joint 2 Joint 3 Joint 4 14 BJ3 3-0-0 ROOFTRUSS 278 lbs. 17 lbs. 52 Ibs. -216lbs.-23lbs. 1-10-3 Joint 1 Joint 2 Joint 3 2 BJ31 3-0-0 ROOF TRUSS 6.00 96 lbs. 70 lbs. 52 lbs. 0.00 -14 lbs. -70lbs. _ 3-9-15 Joint 2 Joint 3 Joint 4 13 BJ5 5-0-0 ROOF TRUSS 6.00 328 lbs. 92 lbs. 92 lbs. 0.00 -200lbs.-79lbs. 2-10-3 Joint 1 Joint 2 Joint 3 3 BJ51 5-0-0 ROOF TRUSS 6.00 1701bs. 124 lbs. 92 lbs. 0.00 -29lbs.-119lbs. 4-9-7 Joint 2 Joint 4 Joint 5 7 CJ9 9-10-1 ROOF TRUSS 4.24 489 lbs. 241 lbs. 316 lbs. 0.00 -250 lbs. -206 lbs. -40 tbs. 4-9-7 Joint 2 Joint 4 Joint 5 1 CM 9-10-1 ROOF TRUSS 4.24 489 lbs. 241 lbs. 316 lbs. 0.00 -369lbs.-208lbs.-156lbs. 7-6-0 Joint 2 Joint 10 1 GE1 26 - 0 - 0 ROOF TRUSS 6.00 1065 lbs. 1065 lbs. 0.00 -722lbs.-736lbs. 5-9- 15 Joint 2 Joint 8 1 H4 32 - 0 - 0 ROOF TRUSS 6.00 1285 lbs. 1285 lbs. 0.00 -425115s.-425lbs. 5-9-15 Joint 2 Joint 11 Joint 8 1 H41 32 - 0 - 0 ROOF TRUSS 6.00 1039 lbs. 810 lbs. 720 lbs. 0.00 -419lbs.-148lbs.-523lbs. 6-9- 15 Joint 2 Joint 8 1 H5 32 - 0 - 0 ROOF TRUSS 6.00 1285 lbs. 1285 lbs. 0.00 -442lbs.-442lbs. 6-9-15 Joint 2 Joint 11 Joint 8 1 H51 32 - 0 - 0 ROOF TRUSS 6.00 1111 lbs. 574 lbs. 885 lbs. 0.00 -421lbs.-192lbs.-511lbs. 7-9-15 Joint 2 Joint 7 1 H6 32 - 0 - 0 ROOF TRUSS 6.00 1285 lbs. 1285 lbs. 0.00 -457lbs.-457lbs. 7-9-15 Joint 2 Joint 10 Joint 7 1 H61 32 - 0 - 0 ROOF TRUSS 6.00 871 lbs. 1378 lbs. 373 lbs. 0.00 -356lbs. 455lbs.-343lbs. 8-9-15 Joint 2 Joint 9 2 H7 32 - 0 - 0 ROOF TRUSS 6.00 1285 lbs. 1285 lbs. 0.00 -470lbs.-470lbs. 4-9-15 Joint 2 Joint 5 2 HG1 18 - 0 - 0 ROOF TRUSS 6.00 1363 lbs. 1363 lbs. 0.00 -600lbs.-600lbs. 4-9- 15 Joint 2 Joint 11 Joint 8 1 HG13 32 - 0 - 0 ROOF TRUSS 6.00 1416 lbs. 3399 lbs. 94 lbs. 0.00 -600 tbs. -1514 lbs. -236 lbs. 4-9-15 Joint 2 Joint 7 1 HG3 32 - 0 - 0 ROOF TRUSS 6.00 2437 lbs. 2437 lbs. 0.00 -997lbs.-997lbs. 4-9- 15 Joint 2 Joint 3 Joint 4 14 J7 7-0-0 ROOF TRUSS 6.00 392 lbs. 156 lbs. 132 lbs. 0.00 -202lbs.-140lbs. 3-10-3 Joint 1 Joint 2 Joint 3 10 J71 1 - 0 - 0 ROOF TRUSS 6.00 244 lbs. 178 lbs. 132 lbs. 0.00 -441bs.-168lbs. Space Coast Truss, Inc To: Reaction Summa 1410 White Dr Titusville, Fl 32780 Phone: (321) 633-7511 Fax: (321) 633-7544 Landmark Custom CONT Job Number: Page: 2 Date: 01-04-2006 - 11:30:52 AM Project ID: 76805 Project: Block No: Model: - Lot No: Account No: Contact: Site: Office: Deliver To: Designer: Salesperson: Name: Phone: _ Quote Number: Fax: Deliv Date: Tentative Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 4-9-15 Joint 2 Joint 3 Joint 4 2 J72 7-0-0 ROOF TRUSS 6.00 0.00 392 lbs. -285lbs. 1561bs. 132 lbs. -140lbs. 451bs. 9-3- 15 Joint 2 Joint 10 14 Tl 32 - 0 - 0 ROOF TRUSS 6.00 0.00 1285 lbs. -4751bs. 1285 lbs. 4751bs. 7-9- 15 Joint 2 Joint 8 1 T2 26 - 0 - 0 ROOF TRUSS 6.00 0.00 1065 lbs. -7211bs. 1065 lbs. -735lbs. 7-9-15 Joint 2 Joint 8 2 T2A 26 - 0 - 0 ROOF TRUSS 6.00 0.00 1065 lbs. -7211bs. 10651bs. -7351bs. 5-9-15 Joint 2 Joint 6 4 T3 18 - 0 - 0 ROOF TRUSS 6.00 0.00 767 lbs. -326lbs. 767 lbs. -3261bs. Job Truss Truss Type Oty Ply Landmark Construction / Custom 76805 BJ1 ROOF TRUSS 16 1 Job,Reference o tional W-V J Jul 10 GUUJ IVII 1 Gib II IUUbl11Ub, 111U. vvuu Jan U4 11:SL:4o zuuo rage 1 Scale = 1:7.0 H 1-0-0 1-0-0 LOADING(pso. SPACING 2-" CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.00 2 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) -0.00 2 >999 180 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 **** 180. Weight: 7 lb " LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-" oc purlins.. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 2=375/0-11-0, 4=7/Mechanical, 3=-207/Mechanical Max Horz2=87(load case 6) Max Uplift2=-409(load case 6), 3=-207(load case 1) Max Grav2=375(load case 1), 4=13(load case 2), 3=257(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-153/364 BOT CHORD 2-4=0/0 NOTES f) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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 409 lb uplift at joint 2 and 207 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Landmark Construction / Custom 76805 BJ3 ROOF TRUSS 14 1 Job Reference o tional SC Truss, 1410 White Dr, Titusville, FI 32780, M.Martinez PE# 47182 or S. Warter PE#54395 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Jan 04 11:32:48 2006 Page 1 1 m q a 0 LOADING(psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.59 TCDL 7.0 Lumber Increase 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2004/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.3 REACTIONS (lb/size) 3=14/Mechanical, 2=279/0-11-0, 4=26/Mechanical Max Horz2=132(load case 6) Max Uplift3=-23(load case 7), 2=-215(load case 6) Max Grav3=18(load case 4), 2=279(load case 1), 4=52(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-04/8 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 3 and 215 lb uplift at joint 2. LOAD CASE(S) Standard Scale = 1:10.8 DEFL in (loc) I/deft L/d PLATES tiKir Vert(LL) -0.00 2-4 >999 240 M1120 249/190 Vert(TL) -0.01 24 >999 180 Horz(TL) -0.00 3 n/a n/a Weight: 13lb Wind(LL) 0.00 2 180 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. t Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 BJ31 ROOF TRUSS 2 1 Job Reference (optional) V.—V 3 JUI IJ 4VVJ IVII I II IUUSUlUb, II IV. VVtlO Jan V4 I CJL:4J cuuo rage i Scale = 1:9.0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.27 Vert(LL) -0.00 1-3 >999 240 MII20 249/19Q TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.00 1 "" 180 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 1=96/0-11-0, 2=70/Mechanical, 3=26/Mechanical Max Horz 1=70(load case 6) Max Uplift1=-14(load case 6), 2=-69(load case 6) Max Grav 1=96(load case 1), 2=70(load case 1), 3=52(load case 2). FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-94/28 BOT CHORD 1-3=0/0 NOTES t) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1 and 69 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Landmark Construction / Custom 76805 13J5 ROOF TRUSS 13 1 Job Reference (optional) a oon 1,a 1z gnns nAfTak industries Ina Wed Jan 04 11:32:49 2006 Paae 1 Jli I runs, 141 V VVI IItu Ul, I IIu—IIIc, I -2-0-0 1 LOADING(psf) SPACING 2-M CSI TCLL 20.0 Plates Increase 1.25 TC 0.59 TCDL 7.0 Lumber Increase 1.25 BC 0.36 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20041TP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.3 DEFL in (loc) I/defl Ud Vert(LL) -0.03 2-4 >999 240 Vert(TL) -0.07 2-4 >820 180 Horz(TL) -0.00 3 n/a n/a Wind(LL) 0.00 2 "" 180 PLATES GRIP M1120 249/190 Weight: 19 lb Scale = 1:14.7 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=92/Mechanical, 2=328/0-11-0, 4=46/Mechanical Max Horz 2=178(load case 6) Max Uplift3=-79(load case 6), 2=-199(load case 6) Max Grav 3=92(load case 1), 2=328(load case 1), 4=92(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-113/32 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.Bpsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 199 lb uplift at joint 2. LOAD CASE(S) Standard L Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 BJ51 ROOF TRUSS 3 1 Job Reference (optional) Al. 1 russ, 141u mille LJr, I Ilusville, 19 34rou, M.Marunez YCJF 4/ Ioz or J. Warier Ytim4auD 2x4 = 0.ZUU s Jul -13 ZWD MI I eK Inuusines, Inc. vveu ,Jan u4 113Z:4`J ZUVb rage 1 Scale = 1:12.9 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES_ GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.03 1-3 >999 240 M1120 ' 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.07 1-3 >820 180 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 **** 180 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=170/0-11-0, 2=124/Mechanical, 3=46/Mechanical Max Horz 1=116(load case 6) Max Upliftl=-29(load case 6), 2=-118(load case 6) Max Grav 1=170(load case 1), 2=124(load case 1), 3=92(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-154/48 BOT CHORD 1-3=0/0 NOTES Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1 and, 118 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 CJ9 ROOF TRUSS 7 1 Job Reference (optional) _ _ __-- _ _ - - __.. .-•-- _ ... ...�,.�....... .. .,.,n _ ,..I 1 nnnc KA;—, -A —4A— Inn IAiva 1— M 14.19•AQ 9nnr, Pang 1 Jl, IIUSS, I IV VV I IIIQ WI, ILL —I—, I I — , , i {a -2-9-15 5-0-10 9-10-1 o_o_,G F_n_1n 4-9-7 . 5-0-10 9-10-1 5-0-10 4-9-7 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.06 6-7 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.19 6-7 >599 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Wind(LL) 0.08 6-7 >999 180 Weight: 43lb 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-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 4=241/0-1.8, 2=490/0-11-5, 5=317/Mechanical Max Horz2=264(load case 3) Max Uplift4=-205(load case 3), 2=-250(load case 3), 5=-39(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=0/44, 2-8=0/44, 2-3=-665/34, 3-4=-93/60 BOT CHORD 2-7=-212/597, 6-7=-212/597, 5-0=0/0 WEBS 3-7=0/307, 3-0=-665/237 NOTES 1) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.60 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 4, 250 lb uplift at joint 2 and 39 lb uplift at joint 5. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 8) 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=-54 Trapezoidal Loads (plf) Vert: 8=-0(F=27, B=27}to-4=-134(F=-40, B=-40), 2=-2(F=9, B=9}to-5=-49(F=-15, B=-15) Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 CJ91 ROOF TRUSS 1 1 Job Reference o tional SC Truss, 1410 White Dr, Titusville, FI 32780, M.Martinez PE# 47182 or S. Warter PE#54395 i 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Jan 04 11:32:50 2006 Page 1 0-1 2-9-15 5-0-10 4-9-7 5-0-10 9-10-1 5-0-10 4-9-7 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.06 6-7 >999 240 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.19 6-7 >599 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.12 6-7 >912 180 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP N0:3 REACTIONS (lb/size) 4=241/0-1-8, 2=490/0-11-5, 5=317/Mechanical Max Horz 2=264(load case 3) Max Uplift4=-208(load case 3), 2=-368(load case 3), 5=-155(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=0/44, 2-8=0/44, 2-3=-065/232, 3-4=-94/60 .BOT CHORD 2-7=-398/597, 6-7=-398/597, 5-6=0/0 WEBS 3-7=-83/307, 3-6=-665/443 PLATES GRIP M1120 249/190 Weight: 43 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-2 oc bracing. NOTES 1) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone; porch left exposed; Lumber DOL=1.60 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 4, 368 lb uplift at joint 2 and 155 lb uplift at joint 5. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4: 8) 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=-54 Trapezoidal Loads (plf) Vert: 8=-0(F=27, B=27}to-4=-134(F=-40, B=-40), 2=-2(F=9, B=9}to-5=-49(F=-15, B=-15) Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 GE1 ROOF TRUSS 1 1 Job Reference (optional) SG I FUSS, 141u vvnrte ur, I nusviae, rl 3ztiju, M.Martlnez 1'trr 4tiuz or A. warter Yt$04,Jd3 O.LUU s Jul IJ LVVp IVII1 tlM1 IIIUUSUIGJ, II IV. vYCU JGII VY 1 I.JLAV GVVV rnyc 1 -2-0-0 5-0-11 7-9-0 13-0-0 18-3-0 1 20-11-5 26-0-0 1 28-0-0 2-M 5-0-11 2-8-5 5-3-0 5-3-0 2-8-5 5-0-11 2-0-0' Scale = 1:49.8 4x5 = 6 3x5 = 4x4 = 2x4 II 2x4 II 4x4 = 3x5 = 5-0-11 7-9-0 5-0-11 2-8-5 -12,0-24], [2:0-1-8,Edge], [4:0-2-12,0-1 13-0-0 18-3-0 20-11-5 26-0-0 5-3-0 5-3-0 2-8-5 5-0-11 I:0-2-4,0-2-81,[6:0-2-8,0-2-41, m0-2-4,0-2-81,[8:0-2-12,0-1-8],[10:0-0-12,0-2-4],[1 1]0 0-1-81[14.0-5-12 Edge] [15:0-5-00-1-12] [16:0-5-12 Edge], [18.0-2-00-1-8] [21:0-1-10 0-0-12] 134:0-1-10 "-1Zl LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) -0.27 15-16 >999 240 M1120 ' 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.63 15-16 >485 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.46 10 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.71 15-16 >431 180 Weight: 166 lb LUMBER -• BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-0-13 oc bracing. B2 2 X 4 SYP No.3, B2 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-15, 7-15 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=106510-6-0, 10=1065/0-6-0 Max Horz2=286(load case 6) Max Uplift2=-722(load case 6), 10=-735(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=1854/1883, 3-4=-1830/1907, 4-5=-3788/4214, 5-6=-1682/1842, 6-7=-1682/1842, 7-8=-3788/4029, 8-9=-1 830/1992, 9-1 0=-1 854/1968, 10-11 =0/48 BOT CHORD 2-18=-1971/1637, 17-18=-234/109, 16-17=-74/47, 5-16=-1624/1375, 15-16=-3760/3438, 14-15=-3630/3438, 13-14=-53/47, 7-14=-1506/1375, 12-13=-41/109, 10-12=-1656/1637 WEBS 4-18=-1219/1343, 16-18=-2271/1998, 4-16=-1935/1696, 5-15=-2040/2371, 6-15=-134311105, 7-15=-2040/2237, 12-14=-2112/1998, 8-14=-1 691/1696, 8-12=-1 219/1217 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 1.5x4 M1120 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable studs spaced at 2-M oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 722 lb uplift at joint 2 and 735 lb uplift at joint 10. LOAD CASE(S) Standard 13 Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 H4 ROOF TRUSS 1 1 Job Reference (optional) �c i russ, i 4 iu vvnne ur, i nuswne, ri i tou, m.marnnez rtrr 4nuz or b. vvaner FLF04sao e.zuu s Jui l3 zuuo mi i eK inoustnes, inc. vvea Jan U4 11:32:51 zuub Page 1 -2-0-0 4-9-4 9-M 16-0-0 23-0-0 27-2-12 32-M 34-0-0 2;0-0 4-9-4 4-2-12 7-0-0 7-0-0 4-2-12 4-9-4 2-0-0 Scale = 1:59.8 5x8 = 2x4 11 5x8 = 3x4 = 4x8 = 3x6 = 3x4 = 9-0-0 16-0-0 23-0-0 32-0-0 9-0-0 7-0-0 7-0-0 9-0-0 Plate Offsets (X,Y): [2:0-2-10,0-1-8], [4:0-",0-2-81, [6:0-6-0,0-2-8], [8:0-2-10,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.14 2-13 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.37 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.10 12 >999 180 Weight: 162 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins.:: BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1285/0-11-0, 8=1285/0-11-0 Max Horz 2=1 0 1 (load case 6) Max Uplift2=-425(load case 6), 8=-425(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-2046/481, 3-4=-1855/450, 4-5=-2023/560, 5-6=-2023/560, 6-7=-1855/450, 7-8=-2046/482, 8-9=0/48 BOT CHORD 2-13=-395/1745, 12-13=-340/1629, 11-12=284/1629, 10-11=-284/1629, 8-10=-339/1745 WEBS 3-13=-145/161, 4-13=0/363, 4-12=-241/560, 5-12=-400/282, 6-12=-241/560, 6-10=0/363, 7-1 0=-1 45/162 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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 425 lb uplift at joint 2 and 425 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 H41 ROOF TRUSS 1 1 Job Reference o tional MiTek Industries, Inc. Wed Jan 04 11:32:51 2006 Page 1 SG Truss, 141u wrnre Ur, nrusvnic,-- -2-0-0 4-9-4 9-0-0 16-0-0 23-0-0 1 27-2-12 32-M 34-0-0 2-0-0 4-9-4 4-2-12 7-0-0 7-0-0 4-2-12 4-9-4 2-0-0 Scale=1:59.8 5x8 = 5x8 = 2x4 11 4 5 6 3x4 = 48 = 3x6 = 3x4 9-M 16-0-0 23-0-0 32-0-0 9-0-0 7-0-0 7-0-0 9-0-0 LOADING(psf) SPACING 2-M CSI 0.34 DEFL in Vert(LL) -0.16 (loc) I/deft L/d 8-10 >733 240 PLATES GRIP MI120 2491190 TCLL 20.0 TCDL 7.0 Plates Increase Lumber Increase 1.25 1.25 TC BC 0.79 Vert(TL) -0.44 8-10 >262 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.05 Wind(L-) 0.36 8 n/a n/a 8-10 >319 180 Weight: 162 lb BCDL 10.0 Code FBC2004ITP12002 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-3 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 4-13 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1039/0-11-0, 8=720/0-11-0, 11=811/0-11-0 Max Horz2=101(load case 6) Max Uplift2=-418(load case 6), 8=523(10ad case 7), 11=-148(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-1541/503, 3-4=-1336/481, 4-5=-1159/610, 5-6=-1159/610, 6-7=-006/603, 7-8=-837/676, 8-9=0/48;, BOT CHORD 2-14=-373/1303,13-14=-318/1165,12-13=-335/487,11-12=-335/487,10-11=-335/487,8-10=-472/705 WEBS 3-14=-167/161, 4-14=0/384, 4-13=-202/119, 5-13=-404/284, 6-13=-210/847, 6-10=-504/107, 7-10=-231/216 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specked. 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 418 lb uplift at joint 2, 523 lb uplift at joint 8 and 148 lb uplift at joint 11. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Landmark Construction / Custom 76805 H5 ROOF TRUSS 1 1 Job Reference o tional SG I RIsB l4lU WnIIe Ur, I IIUSVIIIe, r'I 3L/6V, M.MaRmeZ YCiF V/ IOL Or J. VYarltu t•C$.7VJJV V.LVV s JVI w cvw rvn ion JCII VV 1 1.04.04 4VVV rays 1 -2-0-0 5-9-4 11-0-0 16-0-0 21-0-0 26-2-12 32-0-0 34-0-0 2;0-0 5-9-4 5-2-12 5-0-0 5-0-0 5-2-12 5-94 2-0-0 Scale=1:59.8 5x8 = 2x4 11 5x8 = V^v 2x4 II 3x4 = 48 = 3x6 = 3x4 = 2x4 11 5-9-4 11-0-0 16-0-0 21-0-0 26-2-12 _ 32-0-0 5-9-4 5-2-12 5-0-0 5-0-0 5-2-12 5-9-4 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.09 13 >999 240 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.22 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.09 8 n/a n/a BCDL %0 I Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.08 13 >999 180 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.? WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1285/0-11-0, 8=1285/0-11-0 Max Horz 2=1 15(load case 6) Max Uplift2=442(load case 6), 8=-442(load case 7) PLATES GRIP M1120 249/190 Weight: 175 lb BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-2089/475, 3-4=-1705/432, 4-5=-1631/463, 5-6=-1631/463, 6-7=-1705/432, 7-8=-2089/475, 8-9=0/48 BOT CHORD 2-15=-390/1778,14-15=-390/1778,13-14=-239/1475,12-13=-177/1475,11-12=-177/1475,10-11=-276/1778y 8-10=-276/1778 WEBS 3-15=0/226, 3-14=-361/180, 4-14=-32/341., 4-13=-143/343, 5-13=-271/197, 6-13=-143/343, 6-11=-32/341, 7-11=-361/180, 7-10=0/226 NOTES 1 j Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf, Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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 442 lb uplift at joint 2 and 442 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 H51 ROOF TRUSS 1 1 Job Reference o tional a grin _1,J �� 2nns MITek Industries.lnc. Wed Jan 04 11:32:52 2006 Page 1 bU IrUSS, -14-IV VVNte VI, Inuavmc, r,-u WV, M 01 -2-0-0 5-9-4 11-0-0 16-0-0 21-0-0 26-2-12 32-M 34-0-0 2-0-0 5-9-4 5-2-12 5-0-0 5-0-0 5-2-12 5-94 2- 0-0Scale = t:59.8 5x8 = 2x4 11 5x8 = 2x4 II 3x4 = 4x8 = 3x6 = 2x4 II 3x4 = 5-9-4 11-0-0 16-0-0 21-0-0 26-2-12 32-M 5-9-4 5-2-12 5-0-0 5-0-0 5-2-12 5-9-4 LOADING(psf) SPACING 2-M CSI TC 0.34 DEFL Vert(LL) in (loc) -0.09 12-14 I/deft >999 L/d 240 TCLL TCDL 20.0 7.0 Plates Increase Lumber Increase 1.25 1.25 BC 0.83 Vert(TL) -0.21 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) Wind(LL) 0.06 8 0.09 12-14 n/a >999 n/a 180 BCDL 10.0 Code FBC2004/TPI2002 (Matrix) 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=1111/0-11-0, 8=885/0-11-0, 11=574/0-11-0 Max Horz 2=115(load case 6) Max Uplift2=-421(load case 6), 8= 510(load case 7), 11=-192(load case 7) PLATES GRIP . M1120 249/190 Weight: 175 lb BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-1727/431, 3-4=-1327/396, 4-5=-1152/422, 5-6=-1152/422, 6-7=-947/353, 7-8=-1204/555, 8-9=0/48, BOTCHORD 2-16=-352/1459, 15-16=-352/1459, 14-15=-216/1137, 13-14=-1221781, 12-13=-122/781, 11-12=-346/1003, 10-11 =-346/1003, 8-1 0=-346/1003 WEBS 3-16=0/231, 3-15=-378/183, 4-15=-29/332, 4-14=-130/156, 5-14=-274/198, 6-14=-175/605, 6-12=-296/131, 7-12=-263/309, 7-10=-108/114 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specked. 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 421 lb uplift at joint 2, 510 lb uplift at joint 8 and 192 lb uplift at joint 11. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 H6 ROOF TRUSS 1 1 Job Reference (optional) I,000, I- ry •yI11W U1, , nuovuia, ri JuoV, m,rvimunec rcx vt ioc Ufa. vvaner rrrmvoaa o.zuu s uui is zuuo Mi i eK mausines, inc. vveo Jan U4 11:32:53 2006 Page 1 -2-0-0 1 6-9-4 13-0-0 19-0-0 25-2-12 32-0-0 34-0-0 2-0-0 6-9-4 6-2-12 6-0-0 6-2-12 6-9-4 2-0-0 Scale = 1:59.8 5x8 = 44 = 4 5 n 6 m 2x4 11 3x4 = 3x6 = 4x8 = 2x4 11 6-9-4 13-0-0 19-0-0 25-2-12 32-0-0 6-9-4 6-2-12 6-0-0 6-2-12 6-9-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.09 12 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.22 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.09 7 n/a n/a . BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(ILL) 0.08 12-13 >999 180 Weight: 168 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc pudins.. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-11 REACTIONS (lb/size) 2=1285/0-11-0, 7=1285/0-11-0 Max Horz 2= 1 29(load case 6) Max Uplift2=-457(load case 6), 7=-457(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-2071/506, 3-4=-1576/431, 4-5=-1349/444, 5-6=-1577/431, 6-7=-2070/507, 7-8=0/48 BOT CHORD 2-13=-422/1759, 12-13=-422/1759, 11-12=-210/1348, 10-11=-294/1758, 9-10=-294/1758, 7-9=-294/1758 WEBS 3-13=0/274, 3-12=-478/242, 4-12=-48/410, 4-11=-150/152, 5-11=-44/410, 6-11=-477/243, 6-9=0/274. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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 457 lb uplift at joint 2 and 457 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Landmark Construction I Custom 76805 H61 ROOF TRUSS 1 1 Job Reference (optional) SC Truss. 14 00 White Dr, Titusville, FI 32780, M.Martinez PE# 47182 or S. Wafter PE1154395 6.200 s Jul 13 2005 MiTek Industries,' Inc. Wed Jan 04 11:32:53 2006 Page 1 2-0-0 6-2-11 13-0-0 19-0-0 1 25-9-4 32- 0 1 34-0-0 2-0-0 6-2-11 6-9-5 6-0-0 6-9-4 6-2-12 Scay Scale = 1:59.8 5x8 = 5x6 = 4 5 2x4 II 3x4 = 2x4 II 3x4 = 3x6 = 3x4 = 2x4 11 6-9 4 9 10-10 13 0-0 19-0-0 22-2-0 25-9-4 32-0-0 6-9-4 3-1-6 3-1-6 6-0-0 3-2-0 3-7-4 6-2-12 LOADING(psf) SPACING 2-M TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 1-1-6 CSI DEFL in (loc) I/deft UdEWeight: ES GRIP TC 0.34 Vert(LL) -0.04 2-15 5999 240 249/190 BC 0.32 Vert(TL) -0.10 2-15 >999 180 WB 0.32 (Matrix) Horz(TL) 0.03 Wind(LL) 0.04 10 n/a n/a 7-9 >999 180181lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 6-M oc bracing: 9-10,7-9. WEBS 1 Row at midpt 4-12, 5-10 REACTIONS (lb/size) 2=868/0-11-0, 10=1378/0-11-0, 7=325/0-11-0 Max Horz 2= 1 29(load case 6) Max Uplift2=-355(load case 6), 10=-454(load case 7), 7=-342(load case 7) Max Grav2=871(load case 10), 10=1378(load case 1), 7=374(load case 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-1214/304, 3-4=-851/275, 4-5=-167/160, 5-6=-81/459, 6-7=-166/165, 7-8=0/46 BOT CHORD 2-15=-252/1009,14-15=-252/1009,13-14=-58/549,12-13=-57/552,11-12=0/204,10-11=0/204,9-10=-117/86,7-9=-117/86 WEBS 3-15=0/225, 3-14=-420/229, 4-14=-136/343, 4-13=0/203, 4-12=-582/205, 5-12=-88/526, 5-1 0=-1 134/284, 6-10=-445/385, 6-9=-162/219 a NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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 355 lb uplift at joint 2, 454 lb uplift at joint 10 and 342 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type City Ply Landmark Construction / Custom 76805 H7 ROOF TRUSS 2 1 Job Reference (optional) SC Truss, 1410 White Ur, I itusville, FI 3276U, M.Martinez PE# 4118Z or 5. Wafter PtAb439b •2-0-0 5-2-2 9-9-3 15-0-0 17-M 2-0-0 5-2-2 4-7-0 5-2-13 2-0-0 fl 5x8 = 4x4 = 5 6 ti.ZUU s JUI 13 ZUub MI i eK maustnes, Inc. vvea Jan U4 11:3Z:b3 ZUUb Page 1 22-2-13 26-9-14 32-M 34-0-0 5-2-13 4-7-0 5-2-2 2-0-0 Scale = 1:59.8 Cn oI0 2x4 II 3x4 = 3x4 = 4x8 = 3x6 = 3x4 = 2x4 11 5-2-2 9-9-3 15-0-0 17-0-0 22-2-13 26-9-14 32-0-0 5-2-2 4-7-0 5-2-13 2-0-0 5-2-1 3 4-7-0 5-2-2 Plate Offsets (X,Y): [2:0-2-10,0-1-8], [5:0-6-0,0-2-8), [6:0-2-0,0-2-4), [9:0-2-10,0-1-8] LOADING(psf) SPACING 2-" CSI TCLL 20.0 Plates Increase 1.25 TC 0.34 TCDL 7.0 Lumber Increase 1.25 BC 0.37 BCLL 0.0 Rep Stress Incr YES WB 0.47 BCDL 10.0 Code FBC2004/TPI2002 (Matrix). 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=1285/0-11-0, 9=1285/0-11-0 Max Horz2=-143(load case 7) Max Uplift2=-469(load case 6), 9=-469(load case 7) DEFL in (loc) I/deft L/d Vert(LL) -0.09 15 >999 240 Vert(TL) -0.2315-16 >999 180 Horz(TL) 0.09 9 n/a n/a Wind(LL) 0.09 15-16 >999 180 BRACING TOP CHORD BOTCHORD PLATES GRIP M1120 249/190 Weight: 196 lb Structural wood sheathing directly applied or 4-3-3 oc purlins. Rigid ceiling directly applied or 9-1-8 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-2092/527, 3-4=-1791/511, 4-5=-1393/437, 5-6=-1198/441, 6-7=-1396/438, 7-8=-1789/511, 8-9=-2093/528 9-10=0/48 BOTCHORD 2-17=-468/1781, 16-17=-468/1781, 15-16=-361/1556, 14-15=-175/1194, 13-14=-256/1555, 12-13=-256/1555, 11 -1 2=-326/1782, 9-11=-326/1782 WEBS 3-17=0/184, 3-16=-274/124, 4-16=-8/316, 4-15=-505/255, 5-15=-126/397, 5-14=-159/182, 6-14=-124/399, 7-14=-500/253, 7-12=-7/312, 8-12=-275/125, 8-11=0/185 NOTES 1) Unbalanced roof live loads have been considered for this. design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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 469 lb uplift at joint 2 and 469 lb uplift at joint 9. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 HG1 ROOF TRUSS 2 1 Job Reference (optional) Jl. I Fuss, 14 n/ VVflile ur, I IIUSVOIe, I -I JLIOU, M.IVIdrLIIlUZ rCif 9/ 104 UFO. VvdILUI rl= J VJ U.LVV J Jul 10 4— rvu i cn In.. rrcu Jan — , I-- —u rayc I -2-0-0 7-0-0 11-0-0 18-0-0 20-0-0 2-0-0 7-0-0 4-0-0 7-0-0 2-0-0 Scale = 1:36.5 4x8 = 4x5 = 3 4 7-0-0 11-0-0 18-0-0 7-0-0 4-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TIC 0.43 Vert(LL) -0.06 2-8 >999 240 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.19 2-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.08 2-8 >999 180 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 PLATES GRIP M1120 249/190 Weight: 80 lb BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing. REACTIONS (lb/size) 2=1363/0-11-0, 5=1363/0-11-0 Max Horz2=77(load case 5) Max Uplift2=-599(load case 5), 5=-599(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-0/0, 2-9=0/34, 2-3=-2319/915, 3-4=-2005/883, 4-5=-2320/916, 5-10=0/34, 6-10=0/0 BOT CHORD 2-8=-746/1977, 7-8=-752/2003, 5-7=-709/1979 WEBS 3-8=-167/640, 3-7=-124/129, 4-7=-197/703 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.00. 3) ProvidG 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 599 lb uplift at joint 2 and 599 lb uplift at joint 5. 7) Girder carries hip end with 7-M end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 243 lb up at 11-0-0, and 475 lb down and 243 lb up at 7-M on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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.lncrease=1.25 Uniform Loads (plf) Vert: 3-9=-54, 3-4=-1 1 3(F=-58), 4-10=-54, 2-8=-20, 7-8=-42(F=-22), 5-7=-20 Concentrated Loads (lb) Vert: 8=-475(F) 7=-475(F) ,i Job Truss Truss Type Oty Ply Landmark Construction / Custom 76805 HG13 ROOF TRUSS 1 1 Job Reference (optional) SC Truss, 1410 White Dr, Titusville, I'll 32780, M.Martinez PE# 47182 or S. Warter PE#54395 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Jan 04 11:32:54 2006 Page 1 -2-0-0 7-0-0 9-10-0 16-0-0 22-2-0 25-0-0 32-0-0 34-0-0 2_-0-0 7-0-0 2-10-0 6-2-0 6-2-0 2-10-0 7-0-0 2-0-0 Scale = 1:59.8 5x8 2x4 11 4x8 = 2x4 11 5x8 = m 0 8 0116 9 is 45 = 15 14 13 12 11 10 4x5 = 2x4 I I 5x8 = 3 4 5 6 7 6.00 12 2 W3 WIvi r� 2 2x4 11 3x6 = 5x8 = 2x4 11 7-0-0 9-10-0 16-0-0 22-2-0 25-0-0 32-0-0 7-0-0 2-10-0 6-2-0 6-2-0 2-10-0 7-0-0 Plate_Offsets (X,Y): [3:0-5 8,0-2-4L [7:0-5-8,0-2-4), [11:0-",0-3-01, [14:0-4-00-3-0] LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.85 Vert(LL) -0.09 13-14 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.27 13-14 >984 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Wind(LL) 0.11 13-14 >999 180 Weight: 161 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins." BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-11 REACTIONS (lb/size) 2=1 412/0-11 -0, 11=3400/0-11-0, 8=73/0-11-0 Max Horz2=-77(load case 6) Max Uplift2=-600(load case 5), 11=-1514(load case 3), 8=-236(load case 6) Max Grav2=1417(load case 9), 11=3400(load case 1), 8=94(load case 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-0/0, 2-16=0/34, 2-3=-2425/956, 3-4=-2220/971, 4-5=-2219/972, 5-6=-525/1337, 6-7=-525/1338, 7-8=-206/632, 8-17=0/34,9-17=0/0 BOT CHORD 2-15=-810/2069, 14-15=-818/2094, 13-14=-528/1328, 12-13=-528/1328, 11-12=-528/1328, 10-11=-511/202, 8-10=-535/215 WEBS 3-15=-194/612, 3-14=-209/328,4-14=-544/457,5-14=-430/1036,5-13=0/407,5-11=-3054/1298,6-11=-579/464, 7-11 =-1 466/758, 7-10=-349/600 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone; porch right exposed; Lumber DOL=1.60 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 600 lb uplift at joint 2, 1514 lb uplift at joint 11 and 236 lb uplift at joint 8. 7) Girder carries hip end with 7-M end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 243 lb up at 25-0-0, and 475 lb down and 243 lb up at 7-M on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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: 3-16=-54, 3-7=-1 1 3(F=-58), 7-17=-54, 2-15=-20, 10-15=-42(F=-22), 8-10=-20 Concentrated Loads (lb) Vert: 15=-475(F) 10=-475(F) Job Truss Truss Type City Ply Landmark Construction / Custom 76805 HG3 ROOF TRUSS 1 1 Job Reference' (optional) SG I cuss, 141u wmie ur, I nusvllle, rl jziov, m.manlneZ rcff yi iot yr a. vvdnei rMffovoao .1 - I .. tea„ — , , -'- . 2-0-0 7-0-0 1 3-0-9 18-11-7 25-0-0 32-0-0 1 34-0-0 2-0-0 .7-M 6-0-9 5-10-13 6-0-9 7-0-0 2-0-6 Scale = 1:59.8 8x8 2x4 II 3x4 = 8x8 3 4 5 6 2x4 11 4x8 = 7x8 M1120H WB= 3x5 = 2x4 11 7-0-0 13-0-9 18-11-7 25-0-0 32-0-0 7-0-0 6-0-9 5-10-13 6-0-9 7-0-0 Plate Offsets (X Y)• [2:0-1-10 Edge] [3.0-4-0 0-1-15] [6:0-4-00-1-15] [7:0-1-10 Edge] [11:0-2-00-1-8] LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) -0.34 11-12 >999 240 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.80 11-12 >469 180 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.22 7 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.42 11-12 >888 180 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 `Except BOT CHORD 1312 X 4 SYP No.1 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=243710-11-0, 7=2437/0-1 1 -0 Max. Horz2=-87(load case 6) Max Uplift2=-996(load case 5), 7=-996(load case 6) PLATES GRIP M1120 249/190 M1120H 187/143 Weight: 153 lb Structural wood sheathing directly applied.. Rigid ceiling directly applied or 4-4-11 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-4527/1813, 3-4=-5477/2301, 4-5=-5476/2301, 5-6=-5480/2303, 6-7=-4526/1813, 7-8=0/48 BOT CHORD 2-13=-1566/3930, 12-13=-1571/3958, 11-12=-2205/5479, 10-11=-1530/3957, 9-10=-1530/3957, 7-9=-1524/3930 WEBS 3-13=-133/670, 3-12=-840/1849, 4-12=-073/550, 5-12=-41/34, 5-11=-093/561, 6-11=-842/1854, 6-9=-132/668 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.60 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 M1120 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 996 lb uplift at joint 2 and 996 lb uplift at joint- 7. 8) Girder carries hip end with 7-M end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 243 lb up at 25-0-0, and 475 lb down and 243 lb up at 7-M 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). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-109(F=-55), 6-8=-54, 2-13=-20, 9-13=-40(F=-20), 7-9=-20 Concentrated Loads (lb) Vert: 13=-475(F) 9=-475(F) Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 J7 ROOF TRUSS 14 1 Job Reference (optional) SG 1 ruSS, 141 U vvnite ur, I nusviile, hl JZ/t$U, M. Martinez Nt# 4/ IUZ orb. vvaner Nt8b4J`J0 b.zuu s JUI 7J zuuo mi I eK mausines, Inc. vveo Jan U4 11:Jz:oo ZUUb rage l -2-0-0 7-0-0 g 7-0-0 7-0-0 Scale = 1:18.5 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 2-4 >794 .240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 .-0.10 Vert(TL) -0.25 2-4 >318 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Wind(LL) 0.00 " 2 •'*' 180 Weight: 26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing: REACTIONS (lb/size) 3=156/Mechanical, 2=393/0-11-0, 4=66/Mechanical Max Horz2=224(load case 6) Max Uplift3=-140(load case 6), 2=-202(load case 6) Max Grav3=156(load case 1), 2=393(load case 1), 4=132(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-126/56 BOT CHORD 2-4=0/0 NOTES i) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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 140 lb uplift at joint 3 and 202 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 J71 ROOF TRUSS 10 1 Job Reference (optional) _. _____ - ... .. __„ ,_. __ I ,.,_, a )nn 1,,1 14 9nns MITek Industries. Inc. Wed Jan 04 11:32:55 2006 Page 1 JV I rubs, 141 V VVI IILC UI, I IIUJvlllcr I r .ice, r �•��•�+� �•��- •-• • • •�� -'-"'-"-" -" - - - - - 7-0-0 Scale=1:17.7 2x4 = 7-0-0 LOADING(psf) SPACING 2-M CSI 0.53 DEFL in (loc) I/deft L/d Vert(LL) -0.10 1-3 >794 240 PLATES GRIP M1120 249/190 TCLL 20.0 TCDL 7.0 Plates Increase 1.25 Lumber Increase 1.25 TC BC 0.41 Vert(TL) -0.25 1-3 >318 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a '" 180 Weight: 22 lb BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.00 1 LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 7-" oc puriins. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) 1=244/0-11-0, 2=178/Mechanical, 3=66/Mechanical Max Horz 1=162(load case 6) Max Uplift1=-43(load case 6), 2=-168(load case 6) Max Grav 1=244(load case 1), 2=178(load case 1), 3=132(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-102/67 BOT CHORD 1-3=0/0 NOTES 1) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specked. 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 1 and 168 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 J72 ROOF TRUSS 2 1 Job Reference (optional) SC Truss, 141U White Dr, Titusville, 1-I'317UU, M.Martinez PEI$ 471bz or 5. Warter PENb439b b,zuu s Jul 13 zuub MI I ex Inoustnes, Inc. vvea Jan U4 11:32:5b 2UUb Page 1 -2-0-0 7-0-0 1 i 7-0-0 Scale = 1:18.5 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.10 2-4 >794 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.25 2-4 >318 180 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) 0.31 2-4 >256 180 Weight: 26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=156/Mechanical, 2=393/0-11-0, 4=66/Mechanical Max Horz 2=224(load case 6) Max Uplift3=-140(load case 6), 2=-285(load case 6), 4=45(load case 4) Max Grav3=156(load case 1), 2=393(load case 1), 4=132(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=126/56 BOT CHORD 2-4=0/0 NOTES i ) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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 140 lb uplift at joint 3, 285 lb uplift at joint 2 and 45 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 T1 ROOF TRUSS 14 1 Job Reference o tional "Wed ------- - - - - a onn i,d Vz')nnF MITPk Industries. Inc. Jan 04 11:32:56 2006 Facial Jl, IIUSS, I9IV VYi ulCu,------ M o� -2-0-0 6-4-11 11-9-7 16-0-0 20-2-9 25-7-5 32-0-0 34-0-0 2-0-0 6-4-11 5-4-12 4-2-9 4-2-9 5-4-12 6-4-11 2-9-0 Scale = 1:58.8 4x4 = 6.00 12 6 2x4 II 3x4 = 4x8 = 3x6 = 3x4 = 2x4 11 6-4-11 11-9-7 16-0-0 20-2-9 1 25-7-5 32-0-0 6-4-11 5-4-12 4-2-9 4-2-9 5-4-12 6-4-11 Plate Offsets X,Y : 2:0-2-10,0-1-8 , 10:0-2-10,0-1-8 , 14:0-2-5,0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud 240 PLATES GRIP M1120 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.09 16 >999 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.22 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.09 Wind(LL) 0.09 10 n/a n/a 16 >999 180 Weight: 183lb BCDL 10.0 Code FBC2004/TP12002 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1285/0-11-0, 10=1285/0-11-0 Max Horz 2=150(load case 6) Max Uplift2=-475(load case 6), 10=-475(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-2078/543, 3-4=-1654/486, 4-5=-15361495, 5-6=-13101461, 6-7=-1310/461, 7-8=-1584/495, 8-9=-1654/477, 9-10=-2078/544, 10-11=0/48 BOTCHORD 2-17=-478/1767, 16-17=-478/1767, 15-16=-308/1417, 14-15=-234/1417, 13-14=-234/1417, 12-13=-331/1767; 10-12=-331/1767 WEBS 3-17=0/247, 3-16=-418/198, 5-16=-49/350, 5-15=-516/262, 6-15=-278/903, 7-15=-516/262, 7-13=-50/350, 9-13=-418/199, 9-12=0/247 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specked. 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 475 lb uplift at joint 2 and 475 lb uplift at joint 10. LOAD CASE(S) Standard N Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 T2 ROOF TRUSS 1 1 Job Reference (optional) Sl: I russ, l4lU vvnlre Ur, I nusviile, m oziou, M.Martinez Ytrf 4rloz orb. warter YtFF04J2f0 -2-0-0 5-0-11 2-0-0 5-0-11 7-9-0 13-0-C 2-8-5 5-3-0 4x4 = 5 0.zUU 5 JUI -I J NUJ ml I eK Inoustnes, Inc. vveu Jan u4 i i:oz:o0 zvvo rage 1 18-3-0 20-11-5 26-0-0 , 28-0-0 5-3-0 2-8-5 5-0-11 2-0-0 Scale = 1:49.8 44 = 2x4 11 2x4 11 4x4 = 5-0-11 7-9-0 , 13-0-0 18-3-0 20-11-5 26-0-0 5-0-11 2-8-5 5-3-0 5-3-0 2-8-5 5-0-11 vi. ro•n_o_in n_1_m rA•n_9_19 n_9_nl r6•n_911 n_9_m ra•nA_19 n_9_nl ra-nJ9_1n n_i-ai r1 n•n_1 _19 n-o-ni F19•n-r-Q n-1-al rlkn-ri-a n-1A1 HR•n-1-1 LOADING (psf) SPACING 2-M TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004rrPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 *Except* B2 2 X 4 SYP No.3, B2 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1065/0-6-0, 8=1065/0-6-0 CSI DEFL . in (loc) I/defl Ud PLATES GRIP TC 0.42 Vert(LL) -0.1812-13 >999 240 M1120 249/190 BC 0.65 Vert(TL) -0.4312-13 >715 180 WB 0.87 Horz(TL) 0.30 8 n/a n/a (Matrix) Wind(LL) 0.4213-14 >730 180 Weight: 144lb BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-9 oc bracing. Max Horz 2=289(load case 6) Max Uplift2=-721(load case 6), 8=-734(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-1657/1350, 3-4=-3083/2818, 4-5=-1570/1396, 5-6=-1570/1397, 6-7=-3083/2673, 7-8=-1657/1423, 8-9=0/48 BOT CHORD 2-16=-1438/1403, 15-16=-182/79, 14-15=-72/45, 4-14=-1033/1011, 13-14=-2511/2790, 12-13=-2407/2790, 11-12=-52/45, 6-12=-934/1011, 10-11=-21/79, 8-10=-1115/1403 WEBS 3-16=-1057/952, 14-16=-163511725, 3-14=-1284/1334, 4-13=-1514/1461, 5-13=-1056/1012, 6-13=-151411352, 10-1 2=-1 464/1725, 7-12=-1086/1334, 7-1 0=-1 057/820 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss 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 721 lb uplift at joint 2 and 734 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Landmark Construction / Custom 76805 T2A ROOF TRUSS 2 1 Job Reference o tional ; JLI IIUJS, 141V VVIIILU UI, IILUSVIIIV,rI OLIOV,IVI.IVIOIU11CL rCMYI IOL UI—vv01M. —40— v.cvvauu,,.i cvuu •.,,,u,. ,,,uuuu�...,••••..• ••...-....�•.. ••..�•..•-.....- -�-. 2-0-0 5-0-11 7-9-0 13-0-0 18-3-0 1 20-11-5 1 26-0-0 1 28-0-0 2-0-0 5-0-11 2-8-5 5-3-0 5-3-0 2-8-5 5-0-11 2-0-0 Scale = 1:49.8 45 = 5 4x4 = 2x4 11 2x4 11 44 = 5-0-11 7-9-0 13-0-0 18-3-0 20-11-5 26-0-0 5-0-11 2-8-5 5-3-0 5-3-0 2-8-5 5-0-11 Plate Offsets (X,Y): [3:0-2-0,0-1-8], [4:0-2-12,0-2-4], [5:0-2-8,0-2-4], [6:0-2-12,0-2-4], [7:0-2-0,0-1-8], [10:0-2-0,0-1-12], [12:0-5-8,0-1-8], [13:0-4-0,0-1-12], [14:0-5-8,0-1-8], [16:0-2-0 0-1-12] LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.52 Vert(LL) -0.18 12-13 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.43 12-13 >715 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) -0.33 8 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.48 13-14 >632 180 Weight: 144 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 'Except* B2 2 X 4 SYP No.3, B2 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 RE;XTIONS (lb/size) 2=1065/0-6-0, 8=1065/0-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-6-1 oc bracing. Max Horz2=289(load case 6) Max ,lplift2=-721(load case 6), 8=-734(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-1657/1686, 3-4=-3083/3429, 4-5=-1570/1713, 5-6=-1570/1713, 6-7=-3083/3284, 7-8=-1657/1759, 8-9=0/48 BOT CHORD 2-16=-1716/1403, 15-16=-200/79, 14-15=-75/45, 4-14=-1223/1011, 13-14=-3024/2790, 12-13=-2921/2790; 11-12=-55/45, 6-12=-1124/1011, 10-11=-21/79,8-10=-1393/1403 WEBS 3-16=-1057/1168, 14-16=-1975/1725, 3-14=-1505/1334, 4-13=-1514/1783, 5-13=-1249/1012, 6-13=-1514/1674, 10-1 2=-1 804/1725, 7-12=-1306/1334, 7-1 0=-1 057/1036 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specked. 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 721 lb uplift at joint 2 and 734 lb uplift at joint 8. LOAD CASE(S) Standard ob Truss Truss Type Qty Ply Landmark Construction / Custom 6805 T3 ROOF TRUSS 4 1 Job Reference (optional) SC Truss, 1410 White Dr, Titusville, FI 32780, M.Martinez PE# 47 882 or S. Warter PE#54395 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Jan 04 11:32:57 2006 Page 1 I— -2-6-0 4-9-4 9-0-0 13-2-12 1 18-0-0 20-0-0 2-0-0 4-9-4 4-2-12 4-2-12 4-9-4 2-0-0 Scale=1:36.0 44 = 4 IT o 9-0-0 9-0-0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud 2-8 >999 240 PLATES GRIP M1120 249/190 TCLL 20.0 Plates Increase 1.25 1.25 TC 0.34 BC 0.49 Vert(LL) -0.09 Vert(TL) -0.23 2-8 >887 180 TCDL 7.0 BCLL 0.0 Lumber Increase Rep Stress Ina YES WB 0.15 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) -0.03 2-8 >999 180 Weight: 84 lb LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=767/0-11-0, 6=767/0-11-0 Max Horz 2=1 0 1 (load case 6) Max Uplift2=-326(load case 6), 6=-326(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-988/275, 3-4=-754/205, 4-5=-754/205, 5-6=-988/276, 6-7=0/48 BOT CHORD 2-8=-205/820, 6-8=-144/820 WEBS 3-8=-240/180, 4-8=-20/462, 5-8=-240/181 NOTES :1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 110mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.60 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss 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 326 lb uplift at joint 2 and 326 lb uplift at joint 6. LOAD CASE(S) Standard TYPE LATERAL BRACING MATERIALS A 1 x4 2. STD. CONST. (SPF, DF, HF, OR SYP) 20 #3 STD. CONST. (SPF, DF, HF, OR SYP) C 24 #3 STD. CONST. (SPF,.,,DF, . HFj lQR, SYP) D 24 13 STD, CQNST.. (SPF; D..F, HF, QR SYP) 10dGUN NAILS (SEE NOTES 4 AND 5) TRUSS WEB--,, " MEMBERS TYPICAL WEB BRACING GENERAL NOTES: 1) THE DIAGONAL BRACING (X- BRACING) TRANSFER THE CUMULATIVE LATERAL BRACE, FORCES INTO THE ROOF AND/OR CEILING DIAPHRAGM NO ADDITIONAL LATERAL FORCE HAS BEEN ADDED FOR WIND. _. 2) THESE DIAPHRAGM. CALCULATIONS ARE` EASED ON THE LATERAL BRACE - CARRYING 2% OF THE WEB FORCE 3) DIAGONAL BRACING MATERIAL MUST BE THE SAME SIZE AND GRADE: (OR BETTER) AS THE LATERAL BRACING MA`iER_ IAL AND SHALL BE NAILED AT EACH.: END AND EACH INTERMEDIATE TRUSS WRIT (2) tOd GUN NAILS ((3; 16d`7GUI4 NAILS "FOR 2x6 DIAGONALS). 4) CONNECT LATERAL BRACE TO EACH TRUSS WITH .(2) .10d .GUN NAILS. ((3..1 ] Od GUN NAILS FOR 2x6 LATERAL BRACES). 5) THE 1OE NAILS SPECIFIED SHOULD BE 3.0' LONG AND .131' IN DIAMETER. 6) LATERAL BRACING SHOULD BE CONTINUOUS AND SHOULD ':OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 7) FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF TRUSS BRACING, REFER TO HIB-91 SUMMARY,SHEL 8) SEE SEPARATE TRUSS ENGINEERING FOR WEB FORCES. " MAXIMUM WEB FORCE (,LBS.)** 24" ON CENTER 48" ON CENTER 72" ON: -CENTER X—BRACE SIZE LATERAL BRACING MATERIAL TYPE LATERAL BRACING MATERIAL TYPE LAT. BRAC. MAT. TYPE .BAY A. B C D A B C. D C..., . D. 10'-0" 4600 * 4600 * 4600 * 6900 * 1344 4600 * 4600 * 6900.* 4034 6382 12'-0" 3942 * 3942 * 3942 *. 5914,* 1344 3942 * 3942 * 5914 * 3942 * 5914 *' 14'-0" 3450 * 3450 * 3450 * 5175 * 1344_ 3450 * 3450..*. 5175 * 3450 * 5175 16'-0" 3066, * 3066.* 3066 * 4600 * 1344 3066 * 3066 * 4600 * 3066 * .4600 1W-0" 2760 * 2760 *. 2760 * 4140 * 1344- 2760 * 2760 * 4140 * 2760 20'-0" 1 2509 .:* 1 2509 *_1 2509' * 3763.. * 13:44, , 2509,. *, 2509, *- 3763. * 2508„r*, 376.3. _*.. *CONTROLLED BY CONNECTION *MAX. FORCES FROM MITEK. DETAIL # L6-0.0170801.93 SPACE COAST TRUSS, l COZ ROAD TEL. (321)-63: •r» COMA. FLDFML, 32928.. :w. Fez (wi)-es. NO= itW"rzpA 04 Isom mm FLORIDA NOIM a G 3222 KJL z4TS STRSt•t I 9600 A. AT1dNTlC 1 101 RUS9 �� OCAIA;; 7WEI IA 3"70 IDgW MUM FL SM" CRESCI No.47182 STATE OF10 Q Ali' FIARID� - "r'rua „ ` 24M ROAD CITY 1L 32112 R rev= 9/13/05 SAS WEB. BRACING . RECO.MMENDATIONS (PER SPECIFIED CONTINUOUS . ROWS OF LATERAL BRACING IN TRUSS ENGINEERING) x x z � �T—BRACE x x x x z 6" O.C. SPACING : x x 6" O.C. SPACING W/ ..131 •'x 3" I=BRACE wj ,131 x 3" x �} GUN NAILS GUN NAILS. x x x WES r ! SEE SPECIFIED NAILING .REQUIREMENTS I -BRACE z z NOTED ON. TRUSS ENGINEERING _/ r WEB TYPICAL T BRACING TYPICAL 'I -BRACING NOTE: 1) T—BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE MUST COVER 90% OF WEB LENGTH. .2) I —BRACING: TO BE USED WHEN (2) ROWS. CONTINUOUS LATERAL BRACING IS IMPRACTICAL. I —BRACE MUST COVER 90% OF WEB LENGTH (both sides) 3) L-$RACE 'CONFIGURATION MAY BE -USED IN LIEU OF T-BRACE. 4) SEE SPECIFIED NAILING. REQUIREMENTS NOTED ON TRUSS . ENGINEERING . 5) MATERIAL SHALL BE SPF OR SYP GRADED LUMBER.' T and M -BRACING SIZE TABLE (PER SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING IN TRUSS ENGINEERING) ONE —.PLY TRUSS. TWO—PLY TRUSS WEB SIZE. 1 ROW 2 ROWS 1 ROW 2 ROWS. ` ._ 2x3' 1 x4 2x4 2x4 2x4 2x4 1 x4 2x4 2x4: ;,,,�x�i,;, 2x6 1 x6 2x6 2x6 '` 4 2x8 2x8 2x8 2x8 CORNER JACK NAILING DETAIL 12 .12 1.5 & OVER I/ OVER !:I;'131705S�S I� LENGTH ` ( LENGTH TYPICAL FLAT BEVEL`' JACK, (BJ_): TYPICAL CORNER JACK ASSUMPTIONS.;— lumber— SYP . 2x4 or . 2xfi attachment—" 3"x 0.131" (10d) GUN NAILS WITH 1.31". OF NAIL INTO CHORD OF HIP GIRDER AND/OR SCAB. NOTE: NDS = NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCnON. 132.5# per NAIL (D.O.L. FACTOR = 1,25) NDS.,TOE NAILS ONLY HAVE 0.8 OF LATERAL RESISTANCE VALUE. CONDITION TYPE and ALLOWABLE REACTION PER JOINT A) UP TO 265 # ROW (1) ONLY .REQ. =(2) NAILS TOTAL. = NO SCAB REQUIRED. B) UP TO 394 # ROW (1) ONLY REQ. =(3) NAILS TOTAL. _ NO SCAB REQUIRED. C) UP TO 788 #ROW (1) & (2) REQ. =(6) NAILS TOTAL — 1 FT SCAB REQ. ON GIRDER CHORD. (connect scab to chord W/(4)10d gun nails) D) UP TO 1182 # ROW (1), (2) & (3) REQ. =(9) NAILS TOTAL.- 2 FT SCAB REQ. ON GIRDER CHORD. (connect scab to chord W/(8)10d gun nails) ADDITIONAL 1 FT SCAB REQ. ON 2 FT SCAB. (connect 1 FT., scab to 2 FT scab W/ (4) 10d gun nails) o i � I � I LU 1 row... (1) G� row .(2) 1 -ow (3 y r "I I Cn 1 U _ 1 0° CONNECTION DETAIL 2 3 A R NAILS 0 (see note above) TYPICAL CORNER SET LAYOUT.. _ SCABS END, SHOULD BE ANGLED AND/ N.T.S. OR BEVELED CUT FOR,TIG 'wF) J�k- qqT E NS i No.47182. .cE co, 4U A rP M A QrP Ti?TTClQ TV0 -o STATE OF ,;c :s<, ' rev- 9/1.3/05 SAS TYPICAL GABLE END DETAIL TYPICAL. 1 X4 OR 2.)<4 "L". BRACE, (IF . APPLICABLE), NAILED.. TO VERTICgL— SEE TABLE FOR MAX HEIGHTS 12 MATCHES COMMON TRUSSES CONTINUOUS BEARING SPAN MATCHES COMMON TRUSSES' TYPICAL GABLE END FAQIA--\ 1 x4 QR 2x4 EB AS REQUIRED BRACE DETAIL NOTE: 1) USE 8d GUN NAILS AT 4" O.C. FOR 1x4 AND 10d AT 4" O.C. FOR 2x4. 2) MAXIMUM HEIGHT TABLE IS BASED ON USING 7/16" STRUCTURAL SHEATHING ,(MIN) ON THE FACE OF THE GABLE END TRUSS. 3) MATCH GRADE & SPECIES. OF BRACED MEMBER MAXIMUM HEIGHT TABLE USING —50 PSF DERIVED FROM 140 MPH, C EXPOSURE, ZONE 5, PER ASCE 7-98 . SPACING OF VERTICALS* MAX. LENGTH NO BRACE MAX. LENGTH 1x4 BRACE MAX. LENGTH 2x4 BRACE* 12" 7'-6" 1 V-9" 13'-3" 16" 7'-3" 11'-2" 12'-6" 24." fi'-10"..: :. 10'-5" * BEYOND THIS LENGTH USE 2x6. SPACE COAST TRUSS, INC. 900 COX ROAD Tffi: (321)-633 7611 <+. COCOA, FLORMA 32928 — FAM (321)--639 75W, NOET$ ym mml J,Epum Rm BLOEIDA NOETS EAST IWEM 322E N.E. 24TH STREET 9600 V. ATLANTIC AVL, 106 DSNVSR ROAD-, OCAIA, FLORIDA 3"70 =RAT REAM FL 33"a CRESCENT =r, FL 3211E Q NS�c No.47182 r STATE OF i ir rev_' 9/13/05 SAS TYPICAL PT T TYRACK ATTACHMENT, DETAIL lWE _11 f�JJ7: • NOTE. 1) 2x4 PURLINS ON FLAT TOP CHORD SECTION 'OF BASE' TRUSS AT ALL JOINTS, NOT TO EXCEED 4'-0" O.C. OR THE MAXIMUM ALLOWABLE PURLIN SPACING r OF BASE TRUSS— (SEE BASE TRUSS ENGINEERING FO.R. MAX:. SPACING) ATTACH PURLINS TO TOP-_ CHORD OF BASE TRUSS WITH ,. M]N:, 2 EA. 10d NAILS w , .2) IF SHEATHING DOES NOT OVERLAP PIGGYBACK / BASE TRUSS INTERFACE' BY AT LEAST 8", ATTACH PIGGY BACK USING ONE OF THE FOLLOWING: . a— 1-1/4" X 12" 20 GAUGE STRAP (USP # LSTA—�lZ OR EQUIVALENT) TO ONE SIDE OF TRUSS CENTERED ON INTERFACE WITH MIN. 5 EA: 8d NAILS EACH SIDE OF INTERFACE;. b— 2 X, 4 X,.4'-0"_ GRADED SCAB TO ONE SIDE, OF, :TRUSS- CENTERED;, :.; ON INTERFACE -WITH MIN. -10d NAILS STAGGERED.: Y O:C. FULL LENGTH OF SCAB; a'- -6" X 8" NOM. 1 /2" STRUCTURAL SHEATHING GUSSET .PLATE TO. BOTH SIDES OF . . TRUSS CENTERED ON INTERFACE WITH MIN. 5 EA, 8d. NAILS EACH SIDE. OF.INTERFACE. 3) FOR PIGGYBACKS OVER 12'-0" IN LENGTH USE ONE OF THE FOLLOWING IN,�ADDITION TO THE ABOVE REQUIREMENTS - a— ATTACH MITEK 18 ga 7H HAMMER ON PLATES ON EACH SIDE OF TRUSS AT EACH BASE TRUSS . JOINT; b— USP FRAMING ANCHOR HCDP OR SIMPSON H 2.5, ONE CONNECTED TO PIGGYBACK_ AND PURLIN, AND ONE CONNECTED TO PURLIN AND BASE TRUSS STARTING AT MIDDLE OF PIGGYBACK,AND EVERY OTHER;;FURLlN c— 6"x 8"x 1/2" STRUCTURAL SHEATHING GUSSET PLATE AT EACH BASE TRUSS JOINT BOTH SIDES OF TRUSS, USING MIN. 3 EACH 6d NAILS EACH CHORD— (TOTAL 1��1 N 47i82 �' yg►�E C SPACE COAST TRUSS, INC. . 900 COY ROAD TEL (821)-03-7611 COCOA, FLORIDA 52828 FAL ,(321),-633-7644 NOSPH g3f FIDHIDA SOUTH gA.4P �LOHm� NORTH FAST nDamA TAUS i�yG' S222 N.E. 24TH MWZT 9500 A. ATLANTIC AVS 1O6 DENNVER ROAD 9 OCALA. FLORIDA 3"70 DELRAY BRACE. A 3s"s CREARNT CITY, FL 8211 -o STATE OF .Q r �' I' llf 1/1111111111111\11\`\ fev= 9/ 73� REPAIR FOR- BROKEN:WEB /CHORD REPAIR:; (REF. NDS-91) , 1) SHORE TRUSS TO PROPER LEVEL 2 REALIGN BROKEN WEB 3) APPLY :APPROPRIATE SCAB AND NAILING AS INDICATED IN TABLE BELOW: SCAB SHALL BE OF THE SAME SIZE, GRADE, AND, SPECIES AS THE WEB MEMBER (U.N.O.) 013 BETTER. BALL NAIL VALUES ARE BASED UPON PNEUMATIC DRIVEN 10d GUN NAILS AND S.Y.P. LUMBER, NOTE: NAILS SHALL BE DISTRIBUTED SO THAT THE. END, DISTANCE, EDGE DISTANCE, AND, SPACING WILL AVOID UNUSUAL `SPLITTING` OF THE WOOD. 0 TOTAL NAILS (1Od GUN) CHORD/WEB FORCE (LBF.) MIN. SCAB** LENGTH (FT.). 12 672.# 16 896 2'=0" 20 112.0 # 21_410 24 1344 # 2'-8" 28 1568 # 3'—O" 32 1792 # , 3'-4'! 36 2016 .# 3'-8" 40 2240 # 4'-0" 44 2464 # 4'-4" 48 2688 # 52 2912 # 5'-0" 56 3136 # 5 —4 60 3360 # 64 35B4 # 6'=0" 68 3803 # 6'-4" 72 4032 # 61_8., 76 4256 # 7'-0" 80 4480 # 7'-4" 84 4704 # 7'-8" 88 4928 # 8'-0" *92 5152 # 8'-4" *96. 5376 # 8'-8" *100 5600 # 9'-0" * 104 5824 # 9'-4" *108 - .6058 # 9'-8" *USE 2x6 MIN: SCAB SIZE FOR THESE. NOTE: SCAB BOTH SIDES, SAME SIZE &SPECIES OF WEB/CHORD, TOTAL NAILS -INCLUDE BOTH SCABS. STRESS INCREASE = 1.14 OR 112#/14AIL. NOTE ** INCREASE MIN.LENGTH AS REQ'D TO HAVE 1 /2. LENGTH:. NA►LED INTO UNDAMAGED SECTION. © REPRESENTS THE TOTAL NUMBER OF NAILS REQUIRED FOR: SCABS ON BOTH SIDES: NAILS SHALL BE EVENLY DIVIDED BETWEEN BOTH SCABS AND ON EACH SIDE OF BREAK. -, N0.471 2 SPACE COAST TRUSS, INC. 9010 Ca ROAD FAM (381)-695-7W COCOA, FlARIDA 329E6 ':' FAE. (381)-6537644 "- NORTS vw F:pmk Soul= EAST FLOSIDA N08TH Em FWFML G' 3= X.S. 24TH BTRSICf 9500 W. ATLANTIC AVE 105 DENVER ROAD `�S9 t� OCAIA, FLORIDL S"70 IDRIAT SEALS, n sm". CRESCENT CITY, n 32L12 STATE OFAl w Its ipmumu�Wr.` rev= 9/13/05 SAS GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH: (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24-0 MAX RAFTER LENGTH). (3) RIDGE BOARD SHALL BE 2x6 MIN. FOR 2x4 RAFTERS, & 2x8 MIN. FOR 2x6 RAFTERS. (4) ATTACH RAFTERS 4- OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP RT7 CONNECTOR, NAILED WITH (10) 8d x 1-1/2" NAILS, ALL OTHERS- TOE —NAIL WITH 0.131 is 3" GUN NAILS. (5) ALL CONVENTIONAL FRAMING LUMBER SHALL -BE SPF STUD GRADE OR BETTER. COLLAR TIE (AS REQUIRED, SEE NOTE 2). USP THD26 FASTENED TO PEAK OF PREVIOUS TRUSS. (1) RT7 0 EA END OF---�---Z-Zz,, I TRUSSES BELOW LONG FRAMING MEMBER. (SEE NOTE (5) 1 Od GUN NAILS EACH ENE). (2)2x4 CLEAT UNDER VALLEY FRAMING ANCH TO EA TRUSS BELOW W/ (4) 0.131 x 3" GUN NAILS FOR VALLEY RAFTERS 6' AND LESS. OVER 6' USE 12" STRAP. IF CLEAT IS OVER SHEATHING & VALLEY RAFTER IS OVER 6- LONG, USE (1) 3/8' x 4" LAG SCREW W/ I" WASHER PER TRUSS OR CUT SLOT & WRAP 12" STRAP (ANY MFGR) AROUND TRUSS BELOW. FlLL ALL HOLES W/ 8d x 1-1/2" NAILS (MIN.), SPACED (2) TRUSSES MAX. r1501 VALLEY FRAMING DETAIL SCALE: NTS SPACE COAST TRUSS, INC. A 900 COX ROAD TRU (321)-633-7511 COCOA. FL43EMA 32226 FAM (321)-633-7544 NORTH-,W= FWMDk FLOIDDA NORTH ZAST FLORID. W 3= Nx 24TH Mm= g6ob MA L 105 DENVER ROAD OCALA. FLORML 3"70 DELENY cEmscla CITY. FL32LIZI _,a