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1614 Mulberry Ave - BR07-001261 - SFH (A)PERMIT ADDRESS CONTRACTOR ADDRESS till PHONE NUMBER 'IU I - IV PROPERTY ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # fatal DATE /lq /01 PERMIT DESCRIPTION nGL. I /Va r n PERMIT VALUATION . D 0 0. DO SQUARE FOOTAGE a.35 m ay. CITY OF SANFORD P.'O. BOX 1788 SANFORD-FL 127721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description Property Zoning Owner . . . . . . . . 9/19/07 35.19.30.513-2200-0230 1614 MULBERRY AVE SANFORD FL 32771 PINE LEVEL SUBDIVISION LOT 23 BLK 22 PINE LEVEL PB 6 PG 36 MULTIPLE FAMILY S & S PROPERTY ENTERPRISES INC Contractor . . . . . . M.S. WEST INC 407 718-7355 Application number 07-00001261 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type , . , CONCRETE BLK WITH FRM EXT Occupancy type . . SINGLE FAMILY Flood Zone . . . . . . NONE Approved . . . . . . . VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2004 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I ExDires February 28. 2009 Natio6al Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy NumberL/0 Ale-l Sov-111 w '-)JZC/ A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number6lerrve / City SAS o / State r lDf' /[n ZIP Code Q 27 2/ A3. Property Description (Lot and Block Numbers, Tax P rcel Number, Legal Description, etc.) J Gdi' Zi Z14 /-21Ne L to e 1 131-k. -L2 P//1//7ook /, N 4 & e i 7 A4. Building Use (e.g.. Residential, Non -Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 29" 117. 4493 N Long. 08/ o /'7- / 3 / -V Horizontal Datum: NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number / A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: .ra) Square footage of crawl space or entlosure(s) &A sq it a) Square footage of attached garage 40 U -sq itb) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garageenclosure(s) walls within 1.0 fool above adjacent grade L4 walls within 1.0 foot above adjacent grade _/4c) Total net area of flood openings in A8.b A/ A sq in c) Total net area of flood openings in A9.b X/1l sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community NumberJ B2. County Name B3. Slate SD v/ i7 o f /2o?9e/ P_/"*Alone B4. Map/Panel Number 7c oo,, B5. Suffix 86. FIRM Index Date r,-//% 4 87. FIRM Panel Effectiv /Revised Date 1121 B8. Flood Zone(s) x B9. Base Flood Elevation(s) (Zone AO, use base flood depth) Bic). B11. B12. indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. FIS Profile ef_1RM Community Determined Other (Describe) Indicate elevation datum used for BFE in Item B9: VTNGVD 1929 NAVD 1988 Other (Describe) Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 Designation Date CBRS n OPA Yes Q-No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C 1. Building elevations are based on: Construction Drawings' Building Under Construction' mtstied Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-gbelowaccordingtothebuildingdiagramspecifiedinItemA7. Benchmark Utilized U 3 6 f 6 Vertical Datum / `7 ConversioNComments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) . Z (`eel1 meters (Puerto Rico only) b) Top of the next higher floor _N1 4_._ r lleel meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) Yll .-afeetmeters (Puerto Rico only) d) Attached garage (top of slab) 3 3 Q-feet meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 3rG AV Q'feet meters (Puerto Rico only) DescribetypeofequipmentinComments) 0 Lowest adjacent (finished) grade (LAG) _.S (3feet meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 3 3 ©feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Cerlifier's Name' N License Number Title QdL '/ / Z Company Name OYUGN Address / Y Cily -- State ZIP Code t/ f 0 , r-L SignatureDate 9/Z/ -7 Telephone --1/ 0 7 3 Z q O FEMAForm 81-31, February 2006 See reverse side for continuation. Replaces all previous editions 9/17, 2007 CITY OF SANFORD BUILDING DMSION P. O. BOX 1788 SANFORD, FL. 32772-1788 RE LOTS 23 AND 24 BLOCK 22 PINE LEVEL ( 1614 MULBERRY AVE TO WHOM IT MAY CONCERN: THE FINISH FLOOR ELEVATION OF THE STRUCTURE LOCATED AT 1614 MULBERRY AVE ( LOTS 23 ZAND 24 BLOCK B PINE LEVEL) MEET OR EXCEEDS THE REQUIREMENTS SET FORTH IN CITY OF SANFORD CODE CHAPTER 6, SEC 6-7(a) SINCERELY M. EDWARD GORDON R.L.S. # 2259 PL fi T OF SURVEY DESCRIPTION LOTS P3 AND P9 BLOCK PP PINE LEVEL fiS RECOROEO IN PLAT BOOK 6 PACECS) 36 OF THE PUBLIC RECOROS OF SEMINOL E COUNT Y, FL ORIOH LOT 22 100.00 o U13.00 /00.00' LOT 25 g0 190. TNI5 PNO7NTY LIfS IN ION£ ACCONDIINC TO CIA v • lell9C3IIIEOAf 11Y135 NOTES: I NOT VALID WITHOUT THE SO4ATLOE AND THE ORIGINAL RAISED SEAL CONCRETE OF A FLORIDA LICENSED SURVEYOR AND MAPPER LEODD' 2 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TOaEW - ECEVATRON NLD - MAL AND OM But -BLOCK THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS OR UNRECORDEDw - FOUR POO • POINT OF BEagN EWt - EASEMENT EASEAENTS THAT EFFECT THS PROPERTY. EBNT • EABB r rot - Part OF C0T0BR7RDTT P - OWN FM 7 NO UrOER OROl1r0 DRPROVEAENTS HAVE BEEN LOCATED UNLESS OTHER WISE BTY - BTORY a - CNoa BEARM R - RADW SHOWN E - Coamm R/t - RKfR OF BAY DELTA 4 DIMENSIONS SHOWN FOR THE LOCATION OF WROVEMENTS HEREON SHOULD FENCEX-X' a LINEFL • POUT C • CRDIID RE ON DEATM ONREs - REBDBRLE PC - POUT a CURRVEOF U • LBlOFR O BLEAR BASTO ED ASSUMED AND THE LINE SHOWN AS B DO - BULDINO COW - CONCRETE PLAT BASE BEANG (B.S.). BD FAM - WOOD FRAME NON - "ONU NT NUMBER B VERTICAL CONTROL (NATIONAL GEODETIC VERTICAL DATUM t020) URL - VTLFTY RD - ROAD fO CONC NON • FD ROAR . 0 - BET REBAR 02250 ED - BET CONC NON *=Q TON - TEIPONY BENCH NARK W - NYERT NCO.- NATURAL GROUND FF - FNIBN FLOOR IN - BENCH NARK Irl M. EDWARD GORDON SURVEYING 7- A7 , e a REOISTMM LAND SURVEYOR .2250 PO Box 657 SAAFORD . FLORDA 32772 PHONE 324 5M 50B NEST 0 TH STREET SAPFORD FLORDA rywaRwr n>d OAS 5115/PB87 SCALE r - Jo' WAV• 7 1 cr. 1 THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL L'IABLITY INSURANCE 82.00' J/ 20.34' COVERED PORCH 0 PROPOSED 0 O ONE STORY O O SINGLE FAMILY m O RESIDENCE C, 19.66' s R VIEWEDLpNDAOR I J IZ SIDEWALK OF NF I , 8 Q 2 V F I I IQh WATER ILL METER 0 82.00 , SIDEWALK SIDEWALK CUT - CURB EDGE OF PAVEMENT-___-.-____ - _-. _.__-____.-•EDGE OF PAVEMENT 1" iUL .. ERRY AVE- -.-.-._._.-_-_-_-.-__- PAVED R/W SITE FLAN SCALE 1 20' LEGAL DESCRIPTION SCOPE OF WORK Lots 23 d 24, Block 22, PINE LEVEL Construct a new one story, single family d ` as recorded in PB 6 PCs 36 in the residence on a vacant land parcel. Public Records of Seminole County, The new structure is to have a concrete Florida slab on grade foundation, with concrete Parcel ID 035-19-30-513-2200-0230 block exterior walls. Otherwise known as: Mulberry Ave. Sanford, FL 32111 COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 107-75019 DATE: BUILDING PERMIT NUMBER: 6A .1- ;t"(CITY) COUNTY NUMBER: UNIT ADDRESS: TR FF ZONE: -) JURISDICTIO 06 CITY OF SAN,F RD SE S TWP1 1_ RNG : PARCEL . SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NA ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family douse: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # 6 TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE 0 dwl unit 6 705.00 1 $ 705.00 ROADS COLLECTORS NORTH 0 dwl unit 4 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dwl unit S 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit 91,384.00 1 $ 1,384.00 AMOUNT DUE ;S 2,143.00. STATEMENT J RECEIVED. &Y: -SIGNATURE:-- PLEASE PRINT NAME) - DATE- - ) _ o C. NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULTiIN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** j PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. I 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. CgPIES 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. i 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 I CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION Permit #: (- Job Address: 1 to %`+ NA"be-n,-i Description of Work: lJ Historic District: Date: S - 1:1 O n S Zoning: Value of Work: S 45-00 Permit Type: Building Electrical _ Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Mechanical Plumbing K- Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole 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 2- Plumbing Repair — Residential or Commercial Occupancy Type: Residential x Commercial Industrial Total Square Footage: Construction Type: # of Stories: J_ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel q: Owners Name & Address: Contractor Name & Addr Proof of Ownership & Legal Description) Phone & Far. Contact Person: Phone: Bonding Company: Address: Mortgage Leader. Address: Architect/Engineer: Address: 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 thisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all wvrk will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FA ELURE 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 govcmmcntal entities such as eater management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requircme Flo ' a Lien Law, FS 713. Signature of Ownc/Agent Date ignature of Contractor/Agent Date Print Owner/Agent's Name ontracto gent's Name 7y / Signature of Notary -State of Florida Date Signature ofNotaryState of Florida Date DEBBIE BLANTON Owner/Agent is _Personally Known to Me or Contractor/Agent is .'MYCOMMI ION # DD629096lyry25, 2011ProducedID _Produced IDbuguy rAssot Ca APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Permit 11 fob Address CITY OFSANFORD PERhiff APPLICATION eL14L6 '3sDate: 53 Description of Work: New RVAQ. SVS feM `''/QtAC_F— Total Square Footage 0IU . Historic District: Zoning: Value of \York: $ Permit Type: Building Electrical Mechanical 1/ Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — N of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: M of Fixtures N of Water & Sewer Lines H of Gas Lines Plumbing/New Residential: N of Water Closets Plumbing Repair — Residential or Commercial Dccupancy Type: Residential __Z_ Commercial industrial Construction Type: H of Stories: N of Dwelling Units: Flood Zone: (FEhtA form required ) S reP' e V7wnersName &Address: a Phone: L+I 1re t "..i AIR, 11ih o' ontraetor Name & Address: :Se .'. e ooert . r L.0 rr State 'tense Number: n n2 2,1 4 hone & Fax: Contact Person: Phone: HC-7 h8 =3Co4 3onding Company: kddress: ertgage Lender. ddress: rchitect/Engineer: ddress: Phone: Fa x: pplication is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the ssuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate wmtit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. WNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating , onstruction 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 WITI4 YOUR LENDER OR AN TTORNEY BEFORE- RECORDING YOUR NOTICE OF COMMENCEMENT. 1_1 40TICE: In addition to the requirements of this permit, there may be additional restrictions applicable io prop / at may be found in die public records of his county, and there may be additional permits required from other governmentalentities such water anag t districts, star enacs, or federal agencies.\ cceptancc of pit is verification that !will notify the owner of the property of the rcqu' menpermitC Fi A/rcn law, F 13. Signature ofOwner/Agent Date rgn a tamtractor/Agent Date OBERT G. DELLO ,LU-$Nv Print Owner/Agent's Name Print Co tractor/Agent's Nam ( 2/ Signature of Notary -State of Florida Date Signature of Notary -St a of Florida Date OwnedAgent is _ Personally Known to Me or Contractor/Agent is _Personally Known to Me or Produced ID Produced ID PPROVALS: ZONING: pccial Conditions: ev 03/2006 UTIL: FD: ENG: I BLDG: MIFINDA C. TURNER MY CCL.AISSIGN t DD 667937 EXPI ES: June 0,2011 N nd,r Noury Public underwriters y CITY OF SANFORD PERMIT APPLICATION Permit #: !/ ` 12- y 1 Date: 017 Job Address: If-, ! q- __ ]M (A I B -eo%r Description of Work: Flistoric District: ing: Value of Work: S Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS IS-d Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential t/ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: _ Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: State License Number: Contact Person: Phone: 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. N TI E: 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 requiremer Florida Lien Law, FS 713. r'/Jp - 6- 7 SignatureofOwner/Agent Date Signature of Contractor A nt Date Print Owner/Agent's Name P C tractor/Agent's Name Signature of Notary -State of Florida Date gnature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Contra piggrifas,r.(rr sIUl glwi s0 e Produced ID _ P _h* HRE., Bornlaa Thv i::. •: ^Ok U•. nvAten APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: I Ilil II III II 111 II 111 II 11111 III II ill II 11111111 II 11111 III I Ifll rIjL.THIS INSTRUMENT PREPARED BY- NAME: u/5i;-1— MARYANNE MORSE, CLERK OF CIRCUIT COURT ADDRESS:1 o f?, vl 6 ,, SEMINOLE COUNTY BK 06517 Pg 13701 Qpg) NOTICE OF CONCLERK NG NW2006 012000 PM State of Florida RECORDING FEES 101" County of =AK.t/L RECORDED BY H Bailey Permit No. Tax Folio No. (PID) The undersigned herby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Comihencernent. DESCRIPTION OF PROPERTY (Legal description of the property and street address) Z4 T3 rJc zz GENERAL DESCRIFnON OF IMPROVEMENT oN 5 • e-of:i a}- AJ 5-W .5; I NC-I-e fF44f / lW ACS r hFtiC OWNER INFORMATION 5 Pp_RE iE F ' E:477EP PP— I S&S/ 1 ill C, Name and address (cU l-F i C t_OE Y AVtF 54yFIJ Ej> Fj,3G7 7 / . Interest in Z' NAME AND ADDRESS OF FEE SIMPLE 7771E HOLDER. (IF OTHER THAN OWNER) CONTRACTOR Name and address SURETY ( gig Company) Name and address Amount of Bond LENDER Name and address CERTIFIED COPY MXZYANNE voRSt= — SE691 '.'" u;cr , lI 6Y 1V E - DEPU ; CYN06 DECIs*#*##*# s##*####*#*##*###s#######*#sss*#**s####s###*#s***#**a*********ss***#****#*#******#*** Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Stetntet: Name and address Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as providedbySection713.13(])(a)7.,Florida Statutes: Name and address: In addition to himself, Owner Designates Provided in Section )(b), Florida Statutes 713.13( 1 To receive a copy of the Lienor's Notice as Expiradon Date of Notice of Commencement The expiration date is 1 year from date of recordinf unless a differen' datj if specified) Signature of Oi"e-YS and snbs e,ibed before me this /= :— Day of My Commission Expires: ;.., o? y aDt 7 HamerorlMYCOMMISSION# DD184185 EXPIRES Votary Public February 1y 2007 BONDED THRUTROY FAIHINjLOXEDIC The foregoing ins wu was a owledged before me this say of a by Name ofpersonacknowledged), wh n o me or who has and oath. produced (Type of identification), as identification and who did/did not take of WARRANTY DEED RAM INDIVID. TO INDIVID. Return to: (enclose self-addressed stamped envelope) Name & S Property Enterprise Inc. Addre 607 Hickory ave. This Instrument p,cA, pford, Fl. 32771 Name: Veronica Southward Address: 607 Hickory ave. Sanford, Fla. Property Appraisers Parcel Identification 3 5 -1 9- 3 0- 51 3- 2 2 0 0- C Folio Number(s): Granreelsl S.S. 11 is) a o U 07 23 99 IINIIINIIIIIIIIIIall 0aNYIIIIIINWBpi 1lt111fill MANYANNE NOR` k-', -CLERK W CIRCUIT 1IJURT SEM1NOI,E: ( XXKrY 89 06508 N+l 1427l f 1pg) CLERK'S li 2006192414 RECONDED 12/ 07/2006 101461127 AN DWI MIC TAX 0.70 W(111401W FEU 10.00 RWIRM(T IlY 1. McKihley CEIMFIED COPY MARYANNE MORSE CLER% F CIRCUIT COURT SEMINOL COU . TY. FLORIDA 8Y /- D P C RNA SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA DEC 2006 Tuts parrantgPeLlb, Made the 21 day of November, 2006 by Lemon Christopher M. & Deneice hereinafter called the Grantor, to S & S Property Enterprise Inc. whose post office address is 607 Hickory ave. Sanford, Fla. 32771 hereinafter called the Grantee. Wherever used herein the terms "Grantor" and ••Gruntee•• include all the panics to this instrument and the heirs, legal representatives, and assigns of individuals. and the successors and assigns of corporations, wherever the context so admits or requires.) Witnesseth, That the Grantor, for and in consideration of the sum of $ _j 0 0 0 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee all that certain land, situate in $emi nol e County, State of Florida , viz: LOTS 23 & 24 BLK 22 PINE LEVEL PB 6 PG 36 ogetljer, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. Zo Pa6e anD to Polo, the same in fee simple forever. Anb the Grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and la vful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 3Ixt 35itness 3fflhereuf, the said Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in the presence of: Wlfness Signature ( as to first'-Gradtor) /l WitneTs Signa( ure (as to first Grantor) I/c/ M y IV' L L• V\G r trrJ Print2", Witne Signature ( as to Co -Grantor, if any) Printed Name _ ,) LnSignature los to Co-GrYnm , if ony) e5 e_-, rY\/J Printed Name STATE OF d r d- Boom cl l Goa to Signtu PP I Name Post Office Address r Co• roor Signature, (if any) De Irl e. i i e e 0-11.:)1 Printed Name 1 ni, C eA( ,- C ye., Post Office Address CO NTY OF I hereby Certify that on this day, before me, an officer duly authorized J !Pldminister oaths and taks acknoWledg ents, personally appeared known to me to be the person Z escribed in and who executed the foregoing instrument, who acknowledged before me that executed the same, and an oath was not taken. (Check one:) O Said person(s) is/ personally known to me. O Said person(s) provided the following type of identification: Yff ER SCf(gSHINGTON Witness my hand and official seal in the County and State Iasi aforesaid Not:,rry PPublIC - Stote of Florldo this d y of z - P M P!' , A.D. Ua MyCommission Expires Jon 4.2(p7 Commissiosl 0 DD156630NotarySignatnrBonded By NetbnolNotory • I Pnnted Name % - Ortd+L — OLtta b 'IrOML171r.uni (U a 8 OA aK tim p1t0L +. ppmp9pOQIRgq! 1f7QJpr' mTDr 1"K 'I+mpall> y 0,1,0/ arIlYl0' 1 1 ay}I Orj Ia:ICId m ao.Im ve,+ o-.o rx pie ram a rar Rn. em AIRm m rm1t0[a 6 CL/L rna 1 G aYY. tim mrpollw.OJaI. VOI N l/! A7a11 1aImR WTOL LOM rU aOA4] M fIWf {OOOOL G Y LYL P IELF 1 YI m n OA a1lY. 11m W. 1'RD tipp,lt m b M tam OOm n Titer ar O/a) V xwa MR , MIX mu 1 r u-rA a aaa ,m a4 L—Tvwrtat1arAl,on 0Y Kimwo[ a aN.v. tim rmau rA+Om. Do1a Fll01 ... n>er vtvn n.om .a1 faf f-wr r a Imm err tmumu rmE nw4[ 1rn+ t.I a,r. M- 5 ' r-02 n a• 1s. Lo ma .Il.um ro taaR m .d r•ol,m mo-.-uc tivn floc. m,m1 aomtT. w inntna a WNb, .1AMa ATTACHMENT NOTES 3 4/11/00 UPDATE NEGATIVE DESIGN/TEST 1.61D4 11/13/2000 QTV.(I) WAS (2) FOR TRUCK 901 IS S OS/19/M UPDATED CQOE REF.. SPECIFIED OPTIONAL ACRYLIC. 61 10/07/2005 1 ADDED ROLLER OPnON 13 a mar. t+m M0 tRtlQT. EArtom .vr KO+ a) $/I'sMM m,.ai awnWADOW1aa 10 a114uo L WNW- un Wvo. v m, ri ruai amm Y naa rao .wurr. q wrma rat m m r m) nMa W1wanra [ m ,o NON tYP ra Wrams ra R to n.vx saam rat >o[ m ,.• tr+ ur ror W.+artl A loama< La 6tool 6mot mi.i I M anKmmm;' m b7(oog ad orm< - WOM rO r t11Qlr moo7aloa wi m +mTID/ 1ptb0 F =it my U)1 (m wn rm am m tRi n aA a<v. nm r11t. au nort oamra trr.m1ioartrtAs.a ruoav >' 1r 1a. AwRn rmtan Roa.o erorv. tIm n. a ra,om m . q aaotano[ I/ f .0aa u01n 12 m "I °`o+ c , . 9nimomi°. utt ('> , . v°1¢'N ` W1. O ro oo+• 0 em" m um a' 10 r4a LORE OOI am 40aa11 aM O Ot D Nm $Ddl [t LM b O i Lwmm oi ikn [ masatm ar I L Wlvm.a v ENGINEER: MARK WESTERiIEID. P.E.M"CDA P.E /4 5. NC P.E. /23632. TEJ(AS P.E. J91 ly9[„y pT ®oiO ry M tub° b OipeaaR '+ W a000RGl+Q DESIGN +24.0 PSF k -24.5 PSF. i mtLD1 1TMabortr<c.o mm rn n[ una unn a. TEST LOADS: a36.0 PSF k -37.0 PSF. m 0 maw. Wmalim/wN crG gOta.t rrRa rtt ®mc. Clopayo+.n.aNOTEDwa16'011 . / 4'011 s7o-.tm r1G 1 1 12 96 ermsto. Building Products - MVW r0. 692 WINDLOAD W a1. esrq'^. a .w, r r.vaW omn RI. n v.voo rRao i 7aa+i a D t)1761 EVALUATION ENTITY Gary Pfuehler, P. E. 5665 Green Oak Court Fairfield, OH 45014 MANUFACTURER Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513.770.4800 Statement of Compliance: The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design and test pressures shown. Based on the testing and rational analysis detailed below, this product is evaluated to be in compliance with the following provisions of the Florida Building Code: IN Outside the HVHZ: Wind Loads (tested in compliance with FBC 1714.5.3.1, ref. ANSUDASMA 108 or TAS 202) Inside the HVHZ: Wind Loads for HVHZ (tested in compliance with FBC 1714.5.3.1, ref. TAS 202), 1625 Cyclic Tests for HVHZ (ref. TAS 203), 1626 Impact Tests for HVHZ (ref. TAS 201) Description of Product. Steel Pan (min. 24 ga.) WINDCODE W4 Sectional Door, 9'2" to 16'0" wide Design Pressures: +24/-24.5 Test Pressures: +36/-37 Product Evaluation Report for Florida DCA Evaluation Report # W4-16-C-PAN-F141 Specific Models and Technical Documentation: Model Test Report Drawing No. Comments Optional glazing approved per HCN-5A, HCN-5. Optional low head692W4HCN-41 101781-Rev06 room track approved per HCN-126. Nylon -Tire rollers approved perITR-269D. Installation requirements: Installation must be in accordance with manufacture's installation instructions. Limitations and conditions of use: Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional ofrecord for the building or structureandinaccordancewithcurrentbuildingcodesfortheloadslistedonthedrawing(s) referenced above. Certification of Independence of Evaluation Entity: I hereby certify that (1)1 have no financial interest in Clopay BuildingProductsCompany; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3) I comply with the criteriaofindependenceasstatedin913-72.110 F.A.C. mgnaiure: Gary Pfu Florida P. E. No. 49850 Date: L / FLL.ORODA PRODUCT APPROOMAL 5678.8 F1LE: W4-16-C-PAN-F14 1 -REvOO Therma-Tru • Premium Series Wood Edge In -swing Steel Door Maximum Size Up To 814 x 68 ft og'0- 3 00. D" zo- SEE - - QTo X — When attaching Sidelite the above anchoring applies. SEEo — S' SEE NOTE DETAILTo 110 x 2' LG. PFH WS s f10 x 3/4- LG /10 x 1' I.G. I PFH W5 PFH W5 SEE NOTE IDT110x3/4' LG. DETAIL WiomPFHWSNote: DETAIL "C• When ottachiV the stnke 3 deodbolt plates to the stn7ke & SEE buck use /10 x 2' 4 PFH WS. DETAIL 'E' When ottochM9 the sbfka a deadboR plates to the cab d use 10 x 2 1/2' L9. PFH WS. 8' When attaching the sbfke Jamb & 61 3' j-- in side!% jamb use /10 x 1 3/4' e: I 6• obi (2) X 2 12- L9• PFH WS 2)%8 X 2 1/2- ws SIB - c SEE DETAIL DETAIL 't — 4 t EALUMINUMASTRAGALALUMICYTTA• DETAIL ' ATTACH ASTRAGAL THROW BOLT STRIKE ASKS OWL FEE DRILL THRU FOR DRILL THRU FOR A .357'd BOLT DEEP A .357'0 BOLT DEEP ENOUGH FOR A 1' 04OUGH FOR A 2' A" BOLT THROW T THROW ALUMINUM ASTRAGAL COASTAL L - ALUMINUM ASTRAGAL DETAIL Ir 1 SEE DETAIL 'r ASTRAGAL THROW BOLTS AT THE THRESHOLD R. w B R W Building Consultants, inc. C Ccnm*ing and Services fir ft &W&M h&my P-0-Boot 23OVahicG-FL33S94 PbmeB13.694.3931 Facsindk 813.684.3954 M03NE Q-F_jjyALUA-nOjj # pS,_M]r Thermal -TM Corp. 108 hfutddd Road Bailer. IN 46721 Phone 219.868.5811 FaCdMUC219.SU.5190 MfWW Dakm*& Premium Series Wood Edge Sted Door (OMM) Ubw UbM SW,108 Mmmbmm Overt! NaMINd Shm up to IN x" US" b4wlmg COOftwadme X. OXO, X0, OX. XX & OXXOGowdDow"m The bad andjanft am wood MORming 4.3" x 1.25- with M tended alpdd3, ftboa71bedoorpandaandsdefpandaanendthickdMOMoftwoUMF (min md Owd to wood stowandmikvighaurcdmmcamTheBiased "files atrootedbyThenom-ThL to ram" W ido= m" wd tmPe"d 10 fift ts ma=&ctmrcd LAnd A. hfw r I7U7. 4.3 EXterjor Door ASSeM2bUWm; eft 1707 4.5 Mullions Door Assembfim) AMU E330 E330Um aum Ak Pkam. meROdmIM NY TAS 202 Fm Emy ETC— Racheaw, Ny MIM 1! 41A AMU E331 IjTAISftmM Wow pamumim ETC- Rochomr, Ny MY6. AMUEM Airbftrzdm EM ROdMW. NY i2oltMOOLAWW=ib hmmacwhow is Ady6. 1 am cOndend a vriW&w mw— ft-a' ftjLWIiml- I ade SmmyAN Sbndp gIMW be doomdww&bdma*dL COMOgmmtkm mwdmm sinDesign Up To VO x 6'9 Ratinp x m baneftf" wnAY r% dr% .— — — - -- I . . ........... ...... . ....................................... ::M-06- --75.00 1111 U11I)Tb6'Ox6' 9 1 +40.00 + 63.00 -- 63.00 Double whh SkICHICS OXX0IU +40. r 3.00 V To9'4 x 6'3 40.W F + and Amhmim See reverse dde ab page 1- EVWUUW for We in locations adhering to the FlorWa BmWing Codemd whme M=m Mw=MM as dctmn ASCZ 7 Mdmm DesipmLoadsforBmUftpandOtterS&OOOM dD not exceed the design I FUmcf4dophslad above. I For MasonryW3WbjjOw when the s*4m&,5 lea than sub-w M1707.4.4.1 and1707.4.4.2) sun Tquchm station 7.4.4 Anchm.& and be such that a mW= Im I-1/4- mWVmeM of the Tpapoon W wnmanchors mug be n no the masonry wall is obtained, QMU#M. Florida Pmfemi"W FnId - Seal No. 43409 April 22, 2002 L. F. S4:11,104.- 19506 FnOL* Lao-- Drive LuM FL 33338 ONE BY vCCO y CAULK BETWEENCONC--TE OR WOOD BUCK & BUCK BY OTHERS MASONRY OPENING MAS'Y. OPENING r BY OT=ERS BY OTHERS CAULK 3ETWEch V INDOV FL.AuGE — S WOOD BUCK p I-L/4' MIN. c o EMBEDMENT INSTALLATIONANCHOR 3/te' DIA.TAPCON3/16 STUCCO BY OTHERS WINDOL HEIGHT) PERInET=R CAULK BY OTHERS RIGID VINYL GLAZING BE:: cTY=.) CAULK eET'.dE:N VINDCW FLANGE S PRECAST SILL V/ VULKEM 116 ADHESIVE CAULK, =. r=RV'D. :OL. PER NET_< CAUL< BY OTHERS 9 SHIM AS REO'O. 1/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL If PRECAST SILL BY OTHERS NOT ^ s_c T ION 0—/y 1) SHIM AS RE'-'-. A7 EAC- INSTALUMCN ANCHOR. MAX. ALLOWABLE SHIM STACK -C BE 1/4'. D2) WINOOW FRAM: VATERIA' ALUMINUM ALLOY 6063. 3) INSTALLATION tNC.-wOR u_ST 9E OF __=rICIENT LTH. TO ACHIEVE MIN. EM?ECM:N" OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SiLICON!Z:: ACRYL !'L CAULK 8E:NO WINDOW FLANGE AT HEAD JAMES. :.- VUST _-- ATTACHED tC THE SUBSTRATE WITH JVULKEMii' .-ESIVE .:-mil:! K OR AF=ROVEO EQUAL. 5) USE SIL:CCNIZ:= ACRYLIC CAULK FOR =ERIMETER SEAL AROUND W H 6) IF EXACT WIN=C'r: _iZE : \iOT LISTED IN ANCHOR CHART, USEANCHCP. CI-^.,r.^ LIS7:' WITH NEXT _URGER SIZE. FOP. THE APPRG==!Ai: Z-=iGN r=E__iRE REl _. 7) GLASS '-tC::` __- MAY —R. ?Eri T'r.: ,":CUIREMENTS OF ASTM13OGGLASSZ-ARTS. 8) LETTER-:5,C', =NS C% T-- 'APCQN :_OCATION CHART INOICATEHEP= 7--t=`=NC:-:G== A.-:: TO INSTALLED WHEN USING T-E J_ 9) ALL FAC7,DR., _--_.EO -=L -- NOT C==.;NAT_ 0 FOR tA.^-^CCNANCHr,= S-;C__ _E F.__E WITH #- SCREWS OF SUFFICIENT LTH. TO Fr,.,;;-= lz!% :/ S :a :mQEOMEu- INTO w000 BUCK. 10) FLORICA EX ___-S i_-C _Ej;IS c,n;LE HUNG IS SHOWN. iHIS a. W. BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS - SHIM AS REO'J, RIGID VINYL l/4' MAX. SEE NOTES) GLAZING BEAD TYP.) GLASS TYP-)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE L WOOD BLICK V.V. WINDOW WIDTH) SECTION B-B W.W. N FtII•_ r.:E LORIOA :XTRUOERS 1500 AND 2000S_idE_ .iNG:: -. NG_. F I r' F HE,?:':-:_.v _ INS -_':0 :.,4MA._:NRY IONOPENINGWITHALV/ ST a 1-1/4• MINAEM3EDME.4 D O HERS V 2 13 14 145 15 16 17 I H" iH3 1H4 IH45 IH5 IH6 IH7 30 1/2 . 26 30 1/2 4 38 3/8 30 1/2 . 50 5/8 30 1/2 . 56 1/4 30 1/2 . 63 30 1/2 . 72 30 1/2 . 84 CW7 PERIMETER v CAULK BY OTHERS CAULK BETWEEN WOOD BUCK 6 MAS'Y.. OPENING BY OTHE:ZS CONCRETE OR MASONRY OPENING BY OTHERS F 4 K a 0 . G iRur'T•_.+L -ti•'' _•• wC::i _UCK. USE 110 SCREWS OF EDz.UFFIC!E iT _:vC" TO A`!-;=VE 1 -3; :" MIN. EMBEDMENT AT vI F1 1 FROM r Y r ' I "1=_'L-'-" ''cT_`::' LOCATICr•_ I C /\ TC. 23 24 245 25 26 27 42 x 26 42 x 38 3/8 42 x 50 5/8 42 . 56 1/4 42 x 63 42 x 72 42 x 84 48 4 26 48 33 3/8 46 s Sit S%5 48 . 56 1/4 48 x 63 43 x 72 33 34 345 35 36 37 TAPCON LOCATION CHART CALL BUCK LOCATIONS IN H=AO LOCATIONS IN JAMB I Z F S i Z C_ 30P5F TO 40vsr 41 PSF TO 70PSF 30PSF TO OPSF 41 PSF TO 70P5F 18 1/8 x 25 18 1/8 x 37 3/8 18 I /8 x 49 5/8 18 1/8 x 55 1/4 13 1/2 x 62 18 1/8 x 71 18 I /8 x 83 25 1/2 X 25 25 1/2 x 37 3/8 25 1/2 X 49 5/8 25 1/2 x 55 1/4 25 1/2 X 52 25 1/2 X 71 25 1/2 x 83 29 1/2 x 25 29 1/2 X 37 3/8 29 1/2 X 49 5/8 29 1/2 x 55 1/4 29 1/2 x 62 29 1/2 x 71 29 1/2 x 83 36 X 25 36 x 37 3/8 38 x 49 5/8 36 x 55 1/4 36 x 62 38 X 71 36 x 83 41 X 25 41 x 37 3/8 41 x 49 5/8 41 X 55 1/4 41 x 62 41 X 71 41 X 83 47 x 25 47 x 37 3/8 47 X 49 5/3 47 X 55 1/4 47 x 62 47 x 71 47 x 83 52 1/3 X 25 52 1/8 x 37 3/8 52 I/t x 49 5/ 8 52 I/8 x 55 1/4 52 1/3 x 62 52 1/3 X 71 52 1/3 x 83 8 8 8 8 8 37 5: : vC' AVAILIELE IN 1000 Cc I5CC SERIES. e F,G F.G 9 F.G F.G S F.G F.G F.G F.G E F,C. F,G e F.G F.G.H.1 E F.G F.G.J.x B a B a B 8 0 0 e e e e B B 8 B B 8 A.0 A.0 A.0 A.0 A.0 A.0 A.0 A.0 A.0 A r A.0 A.,C F.G F.G F,G F.G F,C F.G.J. F.G F,C F.G F.0 F.C.H.I F,C.J.x F.G F.G F.G F,C,H,1 F,G.H,1 F,G.J.K r ,c, F.G F.G F,G,M,I F,G,H.I F,G.H,I F,G F.G F,G,H.i F,G.H,I F,G.LJ F,C F,G F,C.7. j F,G.-i,: F.G.-.! F.C.-.: F.G.!. F.G F,C,HJ F,C,HJ F,G,HJ F,G,HJ F,C.J.K F.G F,G.HJ F,G.H J F,G.H,I F,G.HJ F,G.J.K 17 -_ F.G F.G,H.I F.C.HJ F,G.HJ O.E.F,G.H.I F,G,H,I,J,K r.7-- F,G,H.1 F,G,HJ F,G,MJ O,E,F,G,H.1 O,E.F,G:H,1 F_G_H_1_J_K F,G.H,1 F,C.H,I F,C.H.1 D,E.F.G,H,I O.E.F.G.H.1 F,G.H,1 F,G.H.I D.E.F.G.i.1 O.E.F.G.H.1 QE.F.G.H,I E.: NAL, INCIFLORIDAEXTRUDERSI`cT oP° FLORIDA V" v SC! HUNG L °:_ ' I N DL'N : ScR I E S ? C= t 5t 0 ?Dt1Ci DRA`IVY 8Y I APPROVED BY: D ATE. 10 / Q / J i ; SCaLE: N I S D YG.: F L _ ;Y 110 1 PC0VZ7 A APPLICA—.:CA _<Cu-:_?!,;G. ;NC.. ?:C In _?vx::Crud ?x.. `'IT' rPG'n. :'v. A ?lrGrIL •C7 --.-65 T+x +.,7 I lt'joc JAto. x E X i/a JHZ S. H. AM2 (TYP;) 2 SELF fAt"i ii: SOS XN- sms A I It c 7/16 X 1/6 1"100 S.H. JAMB %TYP.) s X 112 sc,! F TAPPENCE SMS L SEA: Ai*17 BETWEENWINOV' FLANGES MULLION F A::-- F 7 NGSMS C, TIJi r1 i.Si ivF- L S S 1/ 2 S& F NC SM S X 2 x 2/8 ji-- MU Trl.,%j x w- 8 y SPS SECTiON' I AA e, =— iL1 x I - . 16 X. 3/8 7lV' P,-C MULLION ONE 3 UC K E Y 0 7'riE R MTN. ENREZHEN 7, 4 HULL— N I G 00 Z: JAM3 ( TYR) Q 1E T, A1 C N, 71; S-A: c' RN4: mij: CLIP. P; C () N C R E-1 E D PPUES TO HEAD SiLL.WHr-RE X 4 7UeC* C: A Ul SECJN Q I SX1Stir- -12 r-INSTALLATIGN ANCHn-R 9 MM!MD* TAPPING cll''AS i 1/2SELFCONTAPPING SM'S SCREV ANCHGR N'-PYF.*. A i , SILL CLIP SF-ALANT RETW7-F-tq VINDO'd FLANGES MULLION le X !- t,'2 SELF T SMS S E Q TQ r AN B ET G X TAPC—- r: sm 1 "8 X11Aa12SELF-ASEALANT BETWEEN T =P-' NG SMS WINDOW FLANGES MULLION A - A Li LIA- I- L —CFF TOP R 1 1/ 4' P71kj. EMKI-sMENT. V R_:-- As' Si! '- BY CTHERS A: W1 ! Alpy-p.-Al T 40D.-TrONAL ANCL;Rl:', V 4--N REGL;TRc'D) O (D M:,:i " TIN FLORIDA EXTRUTERV - STAERN DO F o ACTITLE. L S H.. E T c _j: r m L 4 DRAWN BY: A.upRovp.nPy. SERIES 1000 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES CAPACITY ;CAPACITY i CAPACITY CAPACITY CAPACITY 1 CAPACITY I CAPACITY 1 CAPACITY V':NOOW ` 1 XZX 1 /8 CAPACITY I CAPACITY i1X2X1 /8 I 1 X2X3/8 I CAPACITY 1 X2X3/8 CAPACITY :CAPACITY 1 X2 7/1 6X 1/S 1 XZ 7/16X1/8 1 X2 7/16X3/8;1 X2 7/16X3/8 1 X4X 1 /8 TtBANCHORSLT4Sa 1 X4X 1 /8 T68ANCH0 1 X4X3/8 , 1 X4X3/8 T48L TUBEMULL! UBE 8 TUBE T6CALL TIP -TO -TIP TUBE MULL :TUBE MULL TUBE MULL TUBE MULL 4TUBE NCHoMULLTaeANCHORsL ; T28ANCHORSL ANCHORS ANCHORS I ANCHORS ICHORSL 6 SECT. A -A 6 ANCHORS A - A 7 SIZE SIZE Z ANCHORS 1 4 ANCHORS SECT. A-A(1) 2 ANCHORS SECT. A -_A ANCHORS SECT A-A(2) SECT. A-A(3) SECT. A -A 3 :SECT. A -A 4 SECT. A -A 4 SECT. A -A 5, SECT. A -A S! SECT. A -A SECT. SECT. A -A 1 336. 52 fi 692.83 336.52 732.42 336.52 732.42 791.81 1 187.72 791.81 11187.72 11187.72 12 19 /8 X 26 336.52 732.42 1209. 72 i - 209. 72 456.46 I 493.47 i 740.20 493.47 740.20 740.20 13 19 1/8 X z 38 ./ Z09.72 317.66 1131. 23 209. 72 1429.55 177. 46 152.75 i456. 46 193. 92 15Z.75 271.83 359.41 539.12 359.41 539.12 539.1 Z 14 19 1/8 X 50 5/8 131.23 _. 94. 13 152. 75 127. 29 1127.29 f 135.81 139.09 135.81 i 194.97 319.55 460.17 319.55 479.33 ' i 479.33 145 19 1 /8 X 19 1/8 56 1 /4 94.13 63 65.97 65.97 89.2 t89.21 97.48 97.48 1 19.85 -_ 90. 09.' 136. 64 ' 282.02 T___._ _ --._ 423. 03 282.02 j 423.03 423.03 1365. 75 1_5 X 19 1/8 X 72 ; 43.49 r - --- 43. 49 158.81 58.81 64.27 64.27 i 90.09 j 212.62 212.62 296.98 296.98 16 19 1 /8 X 84 : 26.96 126.96 136.45 36.45-_-j39.83 39.83 _-155.84 55.84 ` 131.79-1131_79 1184.08 184.08 11294.03 17 1 1 /2 i- X 26 262.87 r 572. 13 26Z.87 541.20 1262.87 572.13 1262.87 572.13 1618.52 i 1927. 78 1618.52 927.78 92-7.78 1 H2 26 i 239.21 157.93 323.48 157.93 1343.74 1157.93 i 343.74 371.61 i 557.41 371.61 557.41 - 557.41 1 H3 26 1 2 X 38 3 / 157.93 5/> 3 97.25 97.25 113.20 1 131-.51 113.20 1143.71 111320 1201.45 1266.35 399.53 266.35 1399.53 399.53 1353. 55 1H461 /2 X 50 93. 89 93.89 100.17 102.59 100.17 143.81 i 235.70 1339.42 1235.70 353.55 1 H45 6 1 /2 X 26 1 2 56 1 /4; 69.43 169.43 X 63 ' 48.44. 48.44 65.51 t 65.51 171.58 f 71. 58 1 188. 01 100.34 207.10 1 236. 83 207.10 310.65 310.65 1H 5 131. 79 42.99 142.99 46.98 46.98 65.86 65.86 1.55.44 155.44 1217.11 217.11 267.38 1 H6 26 1 2 I / X 72 i 31.79 1 19.62 126.53 i 26.53 128.99 28.99 1 40.64 40.64 I 95.93 195.93 133.99 1133.99 214.02 1 H7 22 26 1 /2 - 137 X 26 X 84 ; 19.62 121 6.75 471.75 1216.75 471.75 216.75 1471.75 Z16.75 1471.75 1510 765 S10 765 1765 f 431.36 23 37 X 38 3 8 1122.22 185.12 1122.22 i 250.32 122.22 1 266. 00 108. 37 122. 22 185. 36 Z66. 00 i 151.- 1287. 57 1200. 86 431. 36 301. 29 287. 57 200. 86 431. 36 301. 29 301.29 24 7 X 50 5/8 ' 73.34 173.34 170. 28 85. 36 1 99.17 170. 28 85. 36 74. 98 176.79 74.98 r- 107. 65 1 176.43 1 254.07 176.43 264.64 264.64 245 137 X 56 1 4 ; 51.97 51.97 1 48. 70 53.21 153.21 65.43 174.59 s 153.96 i 176.06 153.96 1.230.94 ----197. 41 230. 94 - -- 25 37 X 63 36.01 36.01 23. 47 48. 70 31. 74 31.74 i 34.69 48.62 48.62 I 1 14.76 1 1 14.76 131.61 160.30 26 27 37 X 72 I 37 X 84 23. 47 14. 39 14.39 19.46 19.46 I134. 69 121. 26 21:'26. ti i . 29.81 29.8 t 70.36 i 70.36 98.27 98.27 1156.97 417. 04 1 191.61 T--- 394. 49 417.04 19'6•` 417.U4 450.85 676.28 j 450.85 676.28 j 676.28 3 Z 53 1 8 X 26 ! 191.61 I-- 198.38 191. 61 201. 51 j 98.38 214.14 i 48.38• .. •'2k4.1 4~ 231.50 347.25 231.50 1347.25 347.25 33 53 1 /8 X 38 3/Si 98.38 149.02 165. 45 176.04 65.45 I 183.09 1.6. d7 '' 194.00 231.01 154.00 1231.01 1 231.01 34 3 1 /8 X 50 5/S 56.23 c ' 56. 23 39. 32 53.17 53.17 1 56.73 1 58.10 156.73 :' --r81.44 133.48 192.22 1133.48 1200.23 1200.23 345 53 1 /8 X 0 1 /4 39.32 136. 40 39.78 39.78 1 A8.91 7 155.7 • 1t5.08 131.60 _-....;•.- I 1 15.08 i 172.63 1172.63 35 53 1/8 X 63 ' 26.92 26.92 i 36. 40 23. 45 1 23.45 1 25.62 1 25.62 35.92 35.92_ 84.77 _ i 84.77 97.21 i 1 18.41 145.82 36 I 53 1/8 X 72 17.34 1 17. 34 10. 51 14.21 i 14.21 15.53 15.53 21.7 7 21 .77 i 51.39 51 .39 71.78 171 .78' 120.81 37 i 53 1/8 X 84 10.51 SERIES 1000 & 1500 FLANGE VERTICAL INTERNATIONAL, INC. FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES Tr,-. TITLE: :. . f-. A_. SHEET 2 OF 2 irGj Ii 1!:;` JCS. 1 j( i J A) Nl'uEER CF ANCHORS NOTED FOR TAPCON nRAW'I BY APPROVED BY: SHEATHING * \ 3Y OTHER'S STUCCO — OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS is '.i ll • i1.:. 1' Iia'ilri RE' G'D SE- NOTES) C- L'LKBETVEEN DOG+- FLANGE SHEATHING INST. A' LATIC-N APIC CF. 43 SCRL-u 3Y OTHERS I 1/ 4• MAX. SHIM $ FACE i SLIDI-, G C.._. - Ili DCC= F il1 F CG[ i; ViD"IH -=/ 4' MAX. SHIM S='-CS MIN. tM3EE' MENT SLIDING GLASS PCCR FRAME JAM3 U , I- I/3' MIN. EM3EDMEN. ZT:-mP7RPD GLASS TYP.) SLIDING CLASS DOOR FRAME HEAD PERIMETER CAULK 3Y TEMPERCD OTHERS GLASS ( TYP.) DOOR. I I jj HEIGHTSECTIOND—B I aYi pnf ,Nt: J I sr i I I Iv - 71- 10 3Y +OCD BY OTHERS SLIDING CLASS SHIM AS P,Er'D. HOCK. STRIP SEE NOTES) INSTALLATION ANCHO? 8 SCRE'a CAULK 3ETVEEN DOOR FLANGE a SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO ( TYP.) OR SIDING 3Y OTHERS SLIDING GL INTERLOCK iNST- LLATICi'a-'.*<i-:GR HOOK STRIP DETAIL VOCD RS ULX 3ET EON DCK S T.-;; s EATHINcl 1- 1/3' MIN. EM3EI; MENT No—, S 1) DOOR MATERIAL. ALUMINUM ALLOY 6063. 2) 49 INSTALLATION SCREvS MUST 3E CF SUFFICIENT LENGTH : ACHIEVE MIN. _:-3EDMENT QF 1-1/9' INTO VOOD. TAPCON TYPE INSTALLA-ION ANCHCRS AT SILL MUST 3E OF SUFFICIENT LENGTH TO ACHIEI/E MIN. Er3EDMENT OF 1-1/4- [N70 MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART CN 3ACz :;F THIS SHEET. 4) USE S[LICCNIZED ACRYLIC CAUL< 3E=: DGOF. FLANGE HEAD S JAMSS 5) USE S[LICCNIZED ACRYL!C CAULS F_;:=SR[METE.R SEAL ARGLr.=:<T=RIOR CF DCGR. 6) IF E<ACT DOOR SIZE IS NOT LISTED iN ANC:iOR. CHART. USE ANCHOR OUANTITY _iSTED VITH NEAT LARGE' S[ZE. -ZR THE APPRC=-' :— =SIGN PRESSURr RE'3" T) "_ R PC.CXETDOCK SIZ"° U E C' ^SE:" 3YPA^S DCOR S[__ !-=NFiGURATiON :u [:7lSHED ::PENL^IG. LACE INSTALLATION A,NCHCRS. iN 1]_.N7 uF H - ST=IP AS --C• 8) GLASS TmlC1(NESS MAY VARY Pl.i RE:C[ M:NiA OF AS-M 3u0 .,LA" Ct-AR: 9) DGOR NIT I: APPRQV_D USING TE -- - GtA IN S:Nr.L_ A:_] _R :+SUL-: GLAS-. 0) JAMS / SILL C_RNE3 A E - cr: _ tiH A SMALL I-. :EA" SEAL----- I?) SHIM 4 7C1-.7 A. _'). ]_1 +N7T __ :ONMA.Y. A3L: 3.:i 37 C< TC 3E 1/4'. ALL 'INSTALL T!CN AINC-C?S MLST - E _F -=BRCS! -" WANT T_;A,_S 3) E •% -_ PRE-_.m - .:v!N_ ? ':E_ -:ID Q'.-<E?4ESE EN 14) :+ GT ALL .NFiGJRA: NS L _) A3_ - - A' . 3'' _ H001( -T?[- __ App.- T= "]t,AT.N _F AL'A?porn/r3 15)-LGRIDA _ AT.RvCERS i000 SE.R!_: .L.-. GLA-: 5CCR iS S=:'-N, TniS - AP?'_!ES TQ 3r.00 :_... %:+ D5J0 RED; DESCriPTION I D-`-TE I I iI FL_;, ;,!'._ T! TL7. , i iNJ C.i_ -" il!ir= PATE: c/... ,. i`Cs.i EE: N..jD',tiG SCREW INSTALLATION ANCHOR CHART I;Gh i V .•^t! J! ... iI^ I'"C IN Hr^DVJYtNTIT _S E" SILL 1'^NTI T .=S !.-NiEA. OU!_! , 1Aht3 QU.w; ITI S IN EA. L G{ T. J 1O.. _ TO UP TO 45 P F TpS 51 PSF TO o iU. Tt7 s_ F:,.' iU 161 Pr- TO UP TL_ 14o PSF TO FSF 51 =SF Ti 70 PSF cT[= :-``.;: S`L_ 45 PSF 60 PSF 70 PSF 45 PSF b0 Pc" 70 PSF 45 ?Sr EO Y S0 8 o g o 4 4 4 4 fir' xx, X0G00 _iX, XO 60 X 6 6 6 8 8 S f- 98 4 I 4 oG53 x;t, X. x0 72 X 80 8 8 d 10 S S 8 4 I 4 4 8068 xx, OX. XO 9b X 80 10 10 8 8 8 4 4 4 10063 xX.X. X0 120 x 80 1 12 6 10 10 10 5 5 5. 5080 xx. =IX, xO 60 X 96 6 6 8 10 10 10 5 5 5 6080 xx, 'GX, X0 72. X 96 8 8 10 10 10 10 10 5 5 5 S0 0 xX. GX, XG 96 X 96 10 10 10 10 5 5 5 10080 Xx Ox. , 20 :: 96 6 6 8 6 8 12 12 12 12 12 12 6 6 6 6 6 750100xx, 0X, x0 60 X 120 60100 xx, Gx, x0 72 X !20 8 12 12 12 6 7 8 80100 xx. X. x0 96 x 120 12 12 8 S 8 4 4 4 906 109 1/8 x 80 12. 8 8 4 4 4 12068 0X'0 145 1/8 X 80 14, 14 14 8 8 8 4 4 4 150b8 `XO 181 1/8 X 80 109 1/8 X 96 16•: 12 16 12 16 12 8 10 10 10 10 10 10 5 5 5 5 5 59080 ':!Xu 12080 GXO 145 1/8 X .96 X. 14 14 14 10 10 10 5 5 5 t5080 OX 181 I/8 96 16 16 16 12 12 12 5 7 8 90100 OxiJ 109 1/6 x 120 12 12 12 12 12 120100 GXCCI 145 1/c X 120 14 14 ' 14 12 8 8 4 4 4 9068 xxx 106 5/8 X 80 12 ' 12 12 8 8 8 4 4 4 1200"g XXX 142 5/2 X' 80 14 14 16 14 16 8 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 12 12 12 10 10 10 10 10 5 5 5 5 5 59050xxx1065/' X 96 12r:1) XXX 742 5/2 X 96 14 14 14 10 10 10 5 5' S Mci) XXX 178 5/3 X 96 16 16 16 10 12 12 6 7 8 90 OG XXx 1106 5/S X 120. 12 12 12 I 12 I 12 I b I 7 S 12n101) Xxx 2 5/S X 120 4 a 12 12 14 12 I12I 12 S i ° 8 4 4 4 4 4 IOObS 0XX0 119 5i3 X 80 f 8 clxX011_6 143 5/3 X 80 14 14 4 Q S 8 8 4 4 4 1bG6S rxx0 i91 5/ X 80 18 18 18 8 100_0 _X iO ly /; X yb 12 12 12 r !0 U 10 5 5 5 120.0 =x:<O I 143 5/? X 96 14 14 14 10 5 16C=0 max: !] 19i 5i X 96 18 18 13 t b J 10r;.r --XX0 1 I1? 5/= x 120 12 12 12 1r j 1 I_ 6 X;Ji, 3 x 1201I 14 1? t= t2 1% 7 V8 11rc__ 5/c 120 1J i-0 19 7(lXX ti/ 1/- x a1 12 12 T 4 1rr68 !X:<X I.=! 1%= X 80 14 14 i4 v O C 8 4 4 C 1? xxxX I 11' 1i= X 80 lj i lj I r Ll J iGCBti xxxx i Ii- X 9b 2 12 1 5 j t 17I_v (x'<:< 189 1i- X 9= 1-' j = I 7 xxxx 117 1/- X 1:0 1 i^ I t 7 e x%X,< I 1 I !/- X 120 xXXx 12 o _ NCNOR NOT=S: i) Fop hl^S_n;G! i '_^11N r/TwC r `dt`1[ii _ `" ;_ _ S^,hL'_ .h:+`-Li < GuAl l T ! !- I , 14-6 Y CITY OF SANFORD PEA APPLICATION Permit #.:. 7' I o fl "R8CEIVED Job Address:-JOiy M C,g Q Date: i ;lot, Z ( Description of Work. N f l S/ /AGE 1= t1 LY 5lL IC 2006 Historic District: _1! ! Z nWV Value of work: aao Permit Type: Building,_ Electrical Medhaulcal Plumbing Fire Sptinlder/Alami PoolL'lectr•ical: New Servioe - # of AMPS i `;U Addition/Alteration a=go of Stuvice Tetapotaty poleMechanical: Residential Non-Rasfdenha! New J`^((DuctLA. EMU RepheMPlumbing/ New Commerdai: # ofF'txttues # of Water & Sewer Unex _# of Gan Lines Plumbtng/New Residential: # of Water Clown _;7_ Plumbing Repair - Residential or ContmacialOccupancyType: Res*I -X— CMM=W Industrial Total Square Footage: 35 Construction Type # of Stomp Dwelling Flood Zoeofunits: QTMA twat ragttirad for other than X) Parcel #: l Cl - 3 v - 5 i 3 - ZZ.UC;- t? G 3 U (Attach Proof of Owne"ItIP & Legal Description) Owners Name & Address: _ r S PfOt F- i'rY EALFIMEt-SES 161 L L07 )/yn(l AV6AfC Contractor Name &Address: L 7 -Z I M 5 . U)SST l i 1 G- lOP3 CiZ "k9Z- \/(Ede% FIBS 1AI ) 2b is ! 327 ' ?, State License Number. C -A o- d 1 7_rJ IPhone & FIM -4UT 3 3 p 7 T 41Contact Person: —!5 phone 0 7 70 Z 4947, BondingCompany. Address: Mortgage Leader. Address: ArcbittxUEnglaeer: %/ t S , Cff c I-FA-L- PIE" Pbooe: 7 rj 5 j Address: 5 3 i SCv rN S P q i T /Ixi iYcfl l r, ,( FL M-124 Fa:: -4 2 7 Application to bereby made to obtain a permit todo the work and installations as indicated. 1 certify that nowont or installation has oommenced ptia to the iswarteeofapermitandtintallWorstwillbeperformedtomenstandardsofalllawsMIladencOlmnMinthinjwb&cdom I understand thata separate PermitapartbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILBRS. HRATBRS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: I city that all ofthe foregoing mtliancewithapplicable _ cormcdmandWiling. WARNING TO O YOUR FAILURE TO RECORD A NOTICE F COMMEdonNCEMENT MAY RESULTOUR PAYING TWICEFORIMPROVEMBNTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of thispermit, there may be additional mstriic ions public records of thiscounty, and there may be from other governmental a such " Water m Yon or federal agettciea Aeceptaece o t is the owner of theof the roq ' 7 Z ( 2 signature o Ow.IAgeot ate G 1 O ( Kl c.8'D 'gr`;°"` ContnctodAgeat `a' 1% t Print OwaedA ear's Name // "' ' ,kCL r 5 irl/t-. Print COn od geru'a a r3/`aG rgnature of NouryStue of Florida rgturo of Noury-State of Y w;. A Cameron na:' .'ii•; Ada C. Cameron MYCOMMISSION# DD184785 EMES : :c MYCOMMISSION# DD184785 E)MRES February 14 1007 = February 14 1007 Owner/Agent is l Personal ly 1 Bo#+vd oaMe VDW RQuTROY Feor sue MM NC CootractodAgeru is p n° BDNDM 1NRU MW FAa 1NC Produced ID Y h to Me of Produced 1D APPLICATION APPROVED BY: Bldg: Zoning: Q-b 7' /3rll Utilities: FD: laitialDue) (Initial &Dan) (initial A Date) (Initial & Dan) Special Conditions: C k i-o C P»15 Gar S f /7 omn li s ac>r w I Z j (` /3, b j c v, Z , H :+ b p o t Dl-. -r o dPn,tic ti ua vwnA_ 7 j3 PLAT OF BOUNDARY SURVEY for CHRISTOPHER & DENEICE LEMON Legal Description LOTS 23 and 24, BLOCK 22, PINE LEVEL, according to the Plat thereof as recorded in Plat Book 6,. Page 36, of the Public Records of Seminole County, Florida. 0 w 0 z Ln cr Cr Cn i i 10 I 0 I ` I1I 22 SCALE: 1 "=30' 25.00' 25.00' 1 I I i I 1 UZ; SURVEY NOTES: 1) The street address of the above -described property is MULBERRY 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 Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: f CERTIFIED CORRECT TO: kITN"k SURVEYING, INC. R. BLAIR l<ITPJFR - P.L.S. NO. 3382 Post Office'Oox 823.,..Sanford, Fl. 32772-0823 o (407) 322-2000 m PROJECT NO: SURVEY DATE: 51 MAIZCN 2006 OFFICE Inns type ON Ply MSWEST/MDbyDT2015 2105 A01 ROOF TRUSS 1 2 lob Relbera 6300 sOcr I8 2005 bLTck IMhmiq lac FriJan 26 1618:531007 Page I 1>4 »• roc ow .ao harm 1 ara a-1- o a s a..a ones .wLOO »• sssa aN 1w Kh •-ad 1 i 1MaKI1f1Hhl ram• tT a- mn ro+m n•u m me aa- am(i7 s r•w , w w.n sy - - 13rhs0 as = r n31a•n tor= a= ra= "'= a r a a a aru a- ta+ roc row hKo IKo t• ara »rro a-r n la ara11 Y• laQ JJa 060 KI M! 1 yMaKKIHaitrHa2j[IO:o-4.O.o+Bb[I PlatoOffsw(X,Y):[4:0-2.12,0.2-1 1:5-6-2.7t([,•I-7,EdgeL[I5.9.3-0.P48bpA7:0.3.0,0-3.Obp8:0.4-0.0.2.q M-..0-2.4,0.2.OL 1:0.340.1-8 LOADINQpsf) TCLL 20. 0 SPACING 2-" Pima Increase 125 CSI TC 0. 72 DEFL in ( loc) Vdefl l/d Vert(LL) - 018 1617 >999 240 PLATES GRIP MT20 TCDL 10.0 BCIL 10. 0 Lumber mmease I.2S Rep Suass I= NO BC 0. 81 WB 0. 94 Vert(IL) - 0.71 16.17 >508 240 Horz(TL) 0.23 13 o/a Na 244/190 BCDL 10. 0 CodeFBC2004/Ip0002 Matrix) Wmd(LL) 0.42 16-17 >846 360 Weight 504lb LUMBER BRACING TOP CHORD2X6SYPNo.l D • Fxcepm• TOP CHORD Stnrcomal wood sheathing diiealy applied or 5413 oc puribn I-42X4SYPNo.3, 11-13 2 X 4 SYP Not BOT CHORD Rigid ailing dhudy applied or 3-1 I-15 oc brwi ng. BOT CHORD2X4SYPNot -Except- 6-2 1 2X 4 SYP No3WEBS 2 X 4 SYP No3REACTIONS (lbhix) 13-1927/McclumicaL 2-25/0-7$ 21w5514J0.5-8 Max Harz 2.91(load toe 5) . Max Up1iRl1-- 8.3l(lodme 612-334(loed case 5121-2772(bed cose 4) Max: Gm 13-1929(load case IOL2-52(lood cove 9), 21-5514(load ease 1) FORCES (rb) - Mmdrnmn Compressioo/Maximmo Tension TOP CHORD 1.2-M 2-3-931671. 3.4=-1601850, 4-25-7862163. 5.25-7972161. 5-6-3368/7399, 67-3402(7415, 7-8-,3971/1937. 8-9-3971/1937, 9.10-7439/3501. 10.26w-63312894, 11-26463287894- 11-12- 66SW303Z 12.13-6284WI SOT CHORD 2-24-570/155, 73.24-5701155, 22.73-721/227, 21.22-235/88. 20-21-5469frm, 620••-977/662, 19.20-8701499. IS-19-9691500. 17-18-3039166OZ 16-17-3038/6602. 15.16-3405/J450, 14.15,-2362/5604.13-14-235615,93 WEBS 3. 24--76/147, 3.23-334/253. 4.23--444R69, 4.22-2089/999, 5.22-10482506, 20.22a2122001, 5-20> 5940R902, 7-20s7002133I0, 7-19-0261. 7-18-2421/5194, 9-18w-6551519, 9-18-294311315, 9.17- 276,9.16--43IM7, 10. 16-147/M 10-15-1345/733, 11-15-10522SI2. 12.15-46M55, 12.14-16M NOTES 1) 2-plytrusstobe connected together with I OdCommon(. 148•S73') Nailsas follows: Top quads connected as follows: 2X 4 - I row at 0.9-0 oc. 2 X 6 - 2 rows at 0.9-0on Bottomdorm connected as follows: 2 X 4 . I row at 0-9-0 toe Webs mmKard as follows: 2 X4 - I row at 0.9-0 or. 2) Allbadsare Consideredequallyapplied to all plies. except if noted as from (F) or back (B) face in the LOAD CASE(S) section. Ply to ply cormectimu have been provided to distribute only loam noted as (F) or (lilt unless uthemisa indicated. 1) Unbalanced roof live bads have beenconsideredIbrthisdesign. 1) Wit: ASCE 7-02; IMarph (3aaond goa): h-151F TCDL-6.Ops1; BCDL-6.OpsF- Category II: Fxp SI endosed; MWFRSgable eon zone: porch left eikpmed; LumberDOL-133 plate grip DOL-133. 1) Provide adequate dkamage to prevmm water poling. This truss has been designed for a 10.0 psf bouorn doled livebd ooncaoammt with my other live loads. 1This trussrequires plate inspection per to ToothCoonMethodwhenthistrussachosenforqualityassuranceinspecdon. 1) Refer to ginks(s) fortrue M tomarmed. mtmhued on page 2 PLANS REVIEWED CITYOF SANFORD IAYw 01 ROOFTTRUSS IQ" IP" 2 NOTES 9) Povdcmechanicalconnection (by others) oftruss to beaming plane capable of widtssmding 831 Its uplift et )omt 13,334 lb upliftm joint 2 and 2772 lb uplift at j 21. l0) Girder an hip end with 7-0-0cod setb=k1 I)'Nailed• indicates 3-1Odor3-12d common wire me -nails 12)Hanger(s) or other oommmioo devioe(s) shall be providad sufficam to support concentruacd bed(s) 513 lb downand 296 lbup at 37-14 and 513lb down and Ibup m 7k0 o bodom cord. Thededgrn/selectimhofshrtheomeetiondevices) is the responsibility of oders. LOAD CASE(S) Standard 1) Replan Lumber Increase- 1.25, Plate maemrll3 Uniform Lords ( pll) Vert 1.4--%4-I1d131(F471J 11- 13w-60, 2- 23-20, 21-23••M(1-24 15-20-4qF -24), 13-I5-20 Concmwaed Loam (lb) Vert 15-513(F) 23-513(F) PLANSREVIEWED CITY OF SANFORD T.S. Chehal Licensed Professional Engineer 531 S. S.R. 434 Altamonte Springs, FL 32714 407- 521-5557 - FAX 407-521- 5434 PE 0040748 Jon Ir>m T= ype Ply MSWEST/MDbyDT2O15 2105 AO2 ROOF TRUSS 1Qty1 1 Job Ref- 6.200sOct IB ZOOS M1b7ck Industries, be FriJet26 16:19:56 ZW7 Page I toq •a-f o-0o t]-.a n e roH ]•+o F rwt ]a..•a aT-0 •••on Wes K• Kt] W wu t4] ai w1• •.ice Ktt pea•tT r r= m= m= r= m= yes a at• as an a1 tau uu t cep n r= r u u w to n n e+ a rn ma m. mot amp t KO r t r1 lYq 'N'T LX r] aN aaa •••an iMOMtiwf] wen w] era] eat Kf1 Ket Plate Offset (XYk rL-0-2.10,044b 4:0.6.0,0.24L15:0.34,0.2.Ot (7:0.3.0,0-3-0b (9:0.3-0,0.2-OL p 1:00-IO,Edge 113:6.4.O.o." (16.0-341,D-1-8). 174340.2-0 18:0.6.00.2-8 19:0.3.4044 LOADINGpsf) SPACING 24-0 CS1 DEFL in (hoc) Well Ud PLATES GRIPTCLL20.0 Plates Increase 125 TC 0.76 Vert(LL) -025 14 >999 240 smo 2441190TCDL10.0 Ltmrberlacream 1.25 BC 0.65 Vcrgn) -0.62 13-14 >600 240 BCLL 10.0 • Rep Strom Ina YES WB 0.99 Hwz(M) 0.20 11 nib n/a BCDL 10.0 Code FBCM/TPI2002 Matrix) Wind(U) 030 14 >999 360 Weight 224 lb LUMBER BRACING TOP CHORD 2 X 4SYP Not TOP CHORD Structuralwoodsheathing directly appliedor3-3-2 apathos. BOT CHORD 2X 4SYP Not 'Except • BOT CHORD Rigid ailing dircedy applied or3-2-3 a brain& 5-19 2 X 4SYP No3 WEBS 2 X 4SYP No3 RFACITONS (R sia) 11-1031/MechmniaL 2-IOd47-& 19-2462J0.5-8 Max Hors 2-109(laad case 5) Max Upliftl 1-31 l(loed case 6), 2-384(loed case 51 19-9730oed case 4) Max Grey I I-10340oad case 10). 2-146(lood am 9). 19-24620ad case 1) FORCES (lb) - Maxwurn CampcessmUmcbtnart Tension TOP CHORD 1.2-M 2.3-88/675, 34--103/810,4-5 7542391, 56--353235, 6.7--2021/600, 74--2021/800, 8-9-255VW.9.10-2849/953, 1011-3290%3 BOT CHORD 2-20-561/159, 19-20-=15, 1&19-2459N66,548-1763/663, 17-18--2565/910, 16-17-139/353, 15.16-8382766, 14-I5-8382766, 1}I4-8382766, 12-13-740/2923, 11-12-7422919 WEBS 120--360/30& 4-20--293/616, 1&20-7O2rm, 4-18-2297/920, 5-17-1073/3084, 6.17-10961490, 6.16-619/1991, 7-16-323R.2& & 16--824214, 8-14.0217, 9-13-416= 9.13-206937, 10-13-321/313, 10-12-&166 NOTES 1) Unbalanced roof live beds have beat considered for this design. 2) Wind: ASCE 7-02; 120mph (3-uaod Sun): b-I SR; TCDL-6.Opsf BCDL-6.Opsf: Category 0; Fxp B: enclosed: MWFRS gable end mate; pond left exposed: Umber DOL-133 plate grip DOL-133. 3) Provide Wasp se drainage to pit ware pain& 4) •Md3 tom has ban designed for a 10.0 psf baton chord live load nonconcoraa with my other live loads. 5) This tom requires plan inspection per the Tooth Coro Method when this tom is rJmsan for quality assuaoce inspection. 6) Refer to Order(s) for tom to tom connections. 7) Providemechanical connection (byothers) oftom to brining plate capableofwidtstading311 lb uplift atjoin H. 394 lb uplift atjoint 2 and 973 lb uplift atjoint 19. LOAD CASE(S) Standard . Job Tram Typn 2105 AO3 IT- ROOF TRUSS 1Qty1 Ipty 1 IMSWESTIMDbYDT/2015 Job Refve,oe 62M a Ors 18 200s b9Tek Indtvtrim Ire Fri Jm 26 16:1156 0007 Pages 1 1= f•••. tlaa tt.a twat F as ] now n-•o aH ••.•aa tLOOQA• e Wa MI !if fH K] aJ! wtt err• re f • • w to n t. rn r.n err eslatau e e n m= g cow f• n n n r= u n ma a.r r= >mlii era+ forte 1 a faro is a i a]u are1 1 } Q•O•r ro0 w• rS11 rS11 rStt ate wll Plan Offets : 4. 0.1-IS 6:0.3-00.3-0 8:0.3-00.2-0 10:0.3-90-2-0I2- 044 16:044a2-4 LOADING( ps0 SPACING 2-" CSI DEFL in (loot) UdcB Ud PLATES GRIP TCIL 20.0 Plato Increase 1.25 TC 0.55 Vert(U) -031 12-14 >999 240 MT20 244/190 TCDL 10.0 UmlberWe== 1]5 BC 0.95 Vot(mTL) -0.83 12-14 >490 240 BCLL 10.0 • Rep StressES IncrYESWB 0.57 Horz(0.22 l0 194 o/a BCDL 10.0 Code FBC2004/iPI2002 Matrix) Wicd(LL) 037 12.14 >999 360 Wdgla:215lb LUMBER BRACING TOP CHORD 2 X4 SYPNo-2 TOP CHORD Strurnad wood sheathingdirectlyappliedor24W ocpoiBn. BOTCHORD2X4SYPNotBOTCHORDRigidailingdirectlyappliedor34-I5 a bracing WEBS2X4SYPNo3WEBSIRowatmidpt5-16 WEDGERight: 2 X 4SYP No3 REACTIONS( Mize) 10-1281W&dwdca4 2-3n'O.7.8, 17-19140-M Max Harz 2-108(load case 5) Max Uplift10-379(losd am 612-438(load am A 17--686(load am 4) Max Cary 10-1285(load tam 1 OJ2-411 OoW tee 9). 17-1914(lond am I ) FORCES ( lb) - Maximum ComprcssiodMaxrmmn Tension TOP CHORD 1.2-M 2-3 37&466, 3-19-(248, 4-19-Ur319, 4-5-(Y331, 56--226(d934, 6.7-3441/1240, 7- 8-323011031, &20-3535/1101, 9.20-362011085, 9.10--425&1140 BOT CHORD 2-18-375265, l7-IB-375265, 16.17m1663/50&4.16-482/186, IS-16--659/18M, 14-I5-1043/3070, 13- 14-1109/3540, 12-13-I109/3540, I I.12-967/3804, 10-I I-968/3801 WEBS 3-18-130287,3.17-513/457,5.16-2368/832,5.15s161/9%,6-15-1032/383,6.14--8/485, 7. 14-184/111. 7-12-528/366, &12-309/1257, 9.12-501/409. 9-I I- 207 NOTES I) Unbalanced roof live loads have been exud defor this design. 2) Wind: ASCE 7-02: 120mph (3-second gustk b-IA TCDL-6.Opst,, BCDL-6.Opst. Category U: Exp B; eadmed: MWFRS gable endzone; porch haft exposed: LumberDOL-133 plate grip DOL-133. 3) Provide adecp cteinege to prevent water pond'mg. 4) •Tbis tom has been designed for a 10.0 psf botmn chord live bad mmonnrrera with my other five bads. 5) This mat requites platemspa4m pertheTooth Cams Method whenthistomis rJrosmfa quality essraaha inspection. 6) Refer an gint er(s) for tom totnss connections. 7) Provide mechanical connection (by others) oftruce tobearingplate capableof withstand379lb uplift at jointIQ 438 lbuplift atprnm2and 696lbuplift atjoint 17. T.S. ChehalLOAD CAMS) Standard Licensed Professional Engineer 531 S. S.R. 434 Altamonte Springs, FL 32714 407- 521-5557 - FAX 407- 521-5434 PE 0040748 too 7r+m Truss Type Oty Ply MSWEST/MODyDT2015 2105 A04 ROOF TRUSS 1 1 Job Rdbr s 62D0 f l7c 18 IOD3 Mn7eY Industries, Inc FriJ. 26 16:18:572W7 Pegs 1 1 «++w f+o vest +1.1a aaa raw r.d rfaa fade --'- star-+ ra rabyHmqY= H fir •'\e as au «u av ma a•ia u w r tat m a Mara v u n u If j con r- con ma ra IfFat n afmf+T ma v v ra >wa ma ra v cop Ha Ditt Na --a\ «r0 «ld µa µt+ «aJ «1•+0 Plattottxu 5:a3-00.2-0 8:0-1-0a3.0 9:a3-0a2-0 12:a2-7 15:0+00-0-8 20:a5-004-12 M5-4a1-1z az o-0-0 LOADINGinO SPACING 2-0-0 CS1 DEFL to (Wc) Vdeff Ud PLATES GRIP TCLL 20.0 PIocs hnctease 125 TC 0.69 Vot(U) -026I5 >999 240 T20 M244/190 TCDL 10. 0 Lmbctlmease125 BC 0.76 Vagn) -0.66 IS-17 >632 240 BCLL 10. 0 • REPStan h= YES WB 0.93 HwAn) 032 12 ate n/a BCDL 10. 0 CodeFBC2004/fPI2002 Matrix) Ward(LL) 0.29 15 >999 360 Weighs: 239lb LUMBER BRACING TOP CHORD 2 X 4 SYP NotTOP CHORD Staveaaal .wad shmbirg d'reatyeppli,I m2-945 oc purl' BOTCHORD2X4SYPNot *Except' BOT CHORD Rigid tailing din ctly applied or 3.1-7 oc 4.222X4SYPNo3WEBS2X4SYP No3 REACTIONS (INsixe) 12-1777nu=hnnrym 2-257&7-8, 22-26271D-54 Max Hors 2-124(loed case 4) Max Up0ftl2- 349(lood cone 6), 2--472(lood ease 10). 22-759(bad lase 4) FORCES (lb)- Maximmn CompreniaNMmemnan Tension TOP CHORD 1-2-WU 2.3d177/122& 3-24-677=41, 424-45N2863, 4.5-48221, 54-0/191, 6.762218780. 7-8- 2z18Wm 8-9-2688n81, 9.10-3017", 10.11-3619889, 11.12-39WI042 BOT CHORD 2-23--1057276, 22-23-55/5, 21-22-260ZM& 4-21-2343/620, 2a21-25%W5, 19.20-389/1262, 18.19-- 389/1262. 17-18--6532691, 16.17- 6532691, 15.16-6532691, 1415-693/3299, 13.14- 867/3549, 12-13-•868/3543 WEBS 3- 23--232/647,21-Z3d1133/306,3-21-1592/57$420--634a536,5-20--312/111,6.20-1810/595, l9-WI85, 6.18-345/I19$ 7-18-272tI91, 8-18--597/130. &17-GI80. 8-15-220216, 9.15-223/1054, 10.15- 5675OB, 10-14-44239, 11-14v24IMM I1.13-WISS NOTES 1) Unbalanced roof live loads have been txaddctd for this design. 2) Wad: ASCE 7-02: 120mph (3-second gunk h-1511. TCDL-6.OW, BCDL-6.Opsf; Caegory U: Fxp B: enclosed; MWFRS gable end mom path left exposed; lumber DOL-133 place grip DOL-133. 3) R- de adequate drainage to pravent water ponding. 4) -This trtm has been designed for a 10.0 psf bottom aheadlive load roamnlsarent with my odrer live loads. 5) This turn requires plate inspection per the Tooth Count Method when this men c chosen for quality assurance inspeaiec 6) Refer to ginder(s) fen ono to mw eammaims. 7) Provide necha 1 connection (by ofhes) of turn tobearing plan capableofwithstanding 349lbuplift atjoint 12, 472 Its upliftnjomt 2 and 759 lb uplift njoim 22. LOAD CASE( S) Standard . 10t, Tnmlype Qry Ply 2105 IT= A05 ROOFTRUSS 1 1 IMSIVEST/MDbyDT/2015 Job Refevlro 62M f Oct 18 2W5 M+Tea IvdmtriqIna Fri Jam 26 Oil_ 20V/ Pegs I Hd uro + o+.v i +cod 1 naa »d + rf-\a stet a- 1 ct1aouro «+w «+w -de we .dos aao \ace fee Ya mfi! M rs w U )- Ott p0a a m x romaI n v tt as maY= I n n g S+ ma ra lye Jd tl0 ]IDf Plate OfiEw 0.3-90-2-04.0-T a3-0 S:aa2-08:aa2-09:a1-I al-8 12:a4.Oa0-814. O.Og LOADINGps0 SPACING 2-" CS] DEFL in(loc) I/deft Vd PLATESGRIP TCLL 20.0PlanIncrease125TC0.41 Vents) -032 14-I5 >M 240 MT20 244/190 TCDL 10.0LumberIr>aease 125 BC 0.83 Venln) -0.93 14-I5 >513 240 BCLL 10.0 - Rep Stan Ins YES WB 0.88 Horz(R) 0.49 I 1 n/a do BCDL 10.0 CodeFBCzoo4RPI2002 Matrix) Wmd(IL) 0.35 14-15 >999 360 Weight 190lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD StmeauW wood sheathing dvcaly applied or 2-8.2 oc, purlms, ROT CHORD 2X4SYPNotexceptandverticals. WEBS 2 X 4 SYP No3-E=cpt- BOT CHORD Rigid ailing dimly applied or 5$-2 oc btsciu . lal1 2X4SYPNotWEDGELeft: 2. X 4 SYPNo3 RFACTIONS (Wsizc) 2- 150Ma7-8, I I-1418/Merl erdcal Max Hors 2- 261(loed ease 5) Max Uplift2--433( load ease A 11--358(lond case 6) FORCES (lb) - Maximum Condon M tmasrn Tension TOP CHORD 1- 2.024, 2.3--4563/1 I85, 3-16--4372/1013, 416--431dI029, 45-33481968, 5.6--3154J905, 67-3021/U& 7.17-I976/533, &17--1976/533, 8-9--2209/575, 9.1D-432/59, 10.1I-I55187 BOTCHORD 2.13-- I221/4064, 1415-•1041/382& 13.14-nY1176, 12.1347992781, 11.12-33411356 WEBS 3-15- 79/LSS, 4-I5-59/393, 414-610293, 5.14-271/1260, 6.14-236237, &13--325/168, 7.13-70/489 7.1241098/420, 8-12-135n09, 9-12-222//96, 9.11-195i/4% NOTES 1) Unbalanced roof live Wedsbanbeenconsidered forthis design 2) Wled: ASCE 7-02: 120mph (3seowdgust): b-15tk TCDL-6.Opsfl BCDL-6.Opaf', Category D: Exp 8: MWFRS gable end rme; Lumber DOL-133 plan grip DOL-133. 3) Provide adeq drainage to Weven+s water paling. 4) -This calm has been designed fora10.0psf bmtomchard liveload nonconarrrw with any other live Wads. 3) This uun requires plate inspection per the Tooth Cotmt Method when this tnm is chosen for quality asstuance inspection 6) Refer toSWcr(s) for trace to clan connections. 7) Bening at joint(s) 2considers parallel to grain volts using ANSIMI I angle to grain formula Building designer should verify capacity of bearing s rface 8) Prwidemashy ical correction (by odaers) of turn m bearingplate of wi0atandmg 433 lbuplift at joint 2 and358 lb upD11. T.S. ehal CAS LOAD GSS(S) StandardLicensedProfessional Engineer 531 S. S.R. 434 Altamonte Springs, FL 32714 Z/? o 407-521-5557 - FAX 407-521-5434 PE 0040748 Trust ype QrY Ply MSWEST/MDbyDT2O15 2105 linesA0S (ROOF TRUSS 1 1 Job Re4raatt 62M t Oct la 2005 MiTek Indnmet. Inc. Fri but 26 16.18.53 2007 Page I tlgq srsro t hs-bn pact aw n+o f .bo is N1 coo sgno sba sins sac saa «ia -act srs f e i fir ass nib ira • s nu re rs > f wn i sn i n qfir- a+n r saa i o a I>•10 ndq n•N aw A->• itd0 ab1N ssho aba sine aoa son .sat -act Phm:Offsw 0.3-90.2-0343-00-3-05:0.3.00.2-0 43-00.2-0I2.•0.4-0&" 14:0-4 "4 15:a3-I 5:3.0 LOADINQpsf) SPACING 2-0-0CS1 DEFL in (loc) VdeB I/d PLATES GRIP TCLL20.0Plato Increase 125 TC 0-57 Vert(LL) -031 15 >M 240 MT20 244/190 TCDL10.0Lmnberincteae IZ BC 0.89 Ven(1'L) .0.79 14-15 >547 240 I BCLLI0.0 . Rep Sum Ivor YES WB 0.67 Hwz(TL) 0.48 10 ala of. BCDL 10.0 Code FBC2004/IP12002 Matrix) Wbd(LL) 033 15 >999 360 Weight 197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2TOP CHORDStructural wood sheabingdirectly applied m 2-5-14 ocpurlins BOTCHORD2X4SYPNo.2except end verticals. WEBS 2 X 4 SYP No-3 -Except- BOT CHORD Rigid ailing directly applied or 5.8.15 oc bracing. 9-102 X4 SYP No.2 WEDGE Lek 2 X 4 SYPNo3 REACTIONS MAim) ID-l4181Medhanical, 2-1504/0.7.8 Max Hora 2-261(bed case 5) Max UpiiR10a357(bod ease4 2-433(load ox 5) FORCES ( lb) - Mexin= Comprmion/Maximum Tension TOP CHORD1-2- 24, 24-4655/1130, }I7-4071J900, 417-400]M& 45-3244M6, 5.6-.2865n33, 6.7-2119558 7- 18-2292/581. 9-18--2393/561. &9-4948/464, 9.10-138O/393BOTCHORD 2-16--1162/4144, 15-16-1164/4144, 1415-$60/3709, 13-14-.64(Y2714, 12.13--6402714, 11. 12-365/1659, 10.11-32172 WEBS 3.16-QM4, 3.15- "1/313, 41Y--32f334, 4.14-189297, 544-173/1089, 614-752.19, 613-N100, 612- 870291, 7-12-420/755, 8-12-187/607, &I1-758232, 9-11-33311600 NOTES 1) Uabalatxsd roof live loads bare been considered for this design. 2) Wind: ASCE 7-A- 120mph (3 gtm): b-i5f . TCDL-6.Opsf, BCDL-6.Opsf, Category D: Eup B: endosed; MWFRS gable end zone; Lumber DOL-133 plate grip DOL-1.33. 3) Rovide adequate drains to 1»r'rmwaterpording. 4) -This berm hasbeen daigtmd for a 10.0 psfbottom dtord live load rm®amem with any other five loads. 5) This am requires plate erection per the Tooth Cam Method ester this truss is t I (Lrquality assurnna inspection. 6) Refer to girder(s) for Otm to truss mvcrLmis. 7) Beating atjoim(s) 2considers parallel togroin vahu using ANSVTPI 1 angle to gram fm md& Building designer should verify capacity of bearing surface 8) Provide mechanical connection (by othea) of truss to bemvngplate capableof wkhsmndmg 357 lbuplift ajoint 10and 433 Ib uplift ajomt 2 LOAD CASE(S) Standard JOO Trms Typo Qty PIy MSWEST/MDbyDT2O15 2105 It— AO7 ROOF TRUSSI 1 1Job Retrace 62DO s Oct 182003MhTek Industries, ImFriLa 26 16:18:59 2077 PageIt139 sin sag n ,w h ace aao is.a a N i h ionstnamino4i-ro mina sac »o sso lies fir r • rq f f111 u q Y. au YO na me q r- v spai> al3 Y- i n n it ms are r. Yi hM n , N a>a lobo N bN d hh aSn brO }ya aaa Plate Ofl}eu . M0.3.9 0.2-04:0.3-0 0.3-06:03-00.2-08:0.3-0 0.2-0 13:0-" 0-" 14:0.4.O D48 LOADINQpsf) SPACING 2-" CS1 DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Ptatobaeae115TC039Vert(U) .030 16-17 >999 240 M770 244/190 TCDL 10.0 1 Inc"me I25 BC 0.86 Vrt(TL) -0.77 1617 >555 240 BCLL 10.0 - Rep So= finer YES WB 0.56 Hmz(IL) OA711 "a de BCDL 10.0 Code FBC2001/I4O002Matrix) Wmd(LL) 033 1617 >999 360 Weight 200 m LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORDSm=uel wood sheathing directly applied or 2$6 oc purlhn, ROT CHORD 2 X4SYPNotexceptendvatiahts. WEBS 2X4 SYP No3 -Except- BOT CHORD Rigid ailing directly applied or 54W oc bi d 106112 X4 SYPNo.2 WEDGE Left: 2 X 4 SYP No3 REACTIONS (lNsi=) I1-1418/ MedlanicaL 2-15Ot*-7.8 Max Harz 2-26 [( load case 5) Mm Upfiftl 1--357( load case 612-433(lood case 5) FORCES (lb) - Maximum Companion Mm i m ernTension TOPCHORD 1-2- 04, 2-3-4558/1171, -1---4409/1074, 418-4348/1088, 4-5-3820/877, 5.6--2907/656, 67-.2569/624, 74-. 2167/553, &19--2402/576, 9.19-2473/551, 9.10=2075/508, 10.11-1377/393 BOT CHORD 2.17- 1209/4048, 1617-957/3868, 15-16--696/32f5, 14-I5--68Or3303, 1}I4-417/2402, 12-13-391/1861, 11-12-49J98 WEBS 347-41201, 417- ION323, 416-439/243, 546--I I&515, 5.14a744=, 6.14-171/1003, 7-14--661382, 7- 13--5491206. &13--13l n89, 9.13-12Y462, 9.12--05 216, 10.12-334/1738 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 02; 120mph (3-aoondgust): b-ISik TCDL-6.OpsP, BCDIr6.Opsf, CauVxy B: Exp B: enclosed; MWFRS gable end rope: LumberDOL-133 plate grip DOL-133. 3) Provideadoepmte drainage to prevent wam, Perin& 4) -This truss has been designed for a 10.0 psf bottom chord live badwith any other five loads. 5) Thistruss requ0a plate uupeaiw per the Tooth Count Method when this truss is chosen for quality assmanoeiaspecdon. 6) Raft to gbder( s) for truss to mat connections. 7) Bearing at joint( s) 2 oonnldmparallel to groin vehm using ANSVTPI I angle to grab formula Building designer should verity capacity ofbearing surface. 8) Pmvide mechanicalconnection (by others) of trim to bearmgt ga%bt (sWh t4 357 lb uplift ai joint I I and 433m 1 lif Ct_ uplift atjoim2. •.. LOADCASE(S) Standard Licensed Professional Engineer 531 S. S.R. 434 Altamonte Springs, FL 32714 407- 521-5557 - FAX 407- 521-5434 PE 0040748 l t hnns type A08 ROOF TRUSS Pty 1 1 1 6.20tr a Oct 182005 M7ek Industries, Inc. Fri Jan 26 16:18:59 2007 Py tea srn io tt stoat xraa xs+a rse >u a a toes sra st-to st.m st•m x.a ..tat sort scar t Yes = ram] 6t>tl 6nD".12trTWa]-1x . ere-] 105 M a 1 LOADINQpsf) SPACING 2-0-0 CSI DEFT. in (hoc) VdeD Vd PLATES GRIPTCLL20.0 Pluses Increase 1.25 TC 0.46 Ven(LL) 030 16-17 >999 240 MT20 244/190TCDL10.0 Lumber lnaease 1.25 BC 0.83 Vcn(TL) 0.79 16-17 >540 240BCLL10.0 • Rep Stress Ina YES WB 0.66 Hore(M) 0.48 I 1 da deBCDL10.0 Code FBC200VM12002 Matrix) Witd(LL) 0.33 16.17 >999 360 Weight: 2D4 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied a 2.7-7oc purfins, BOT CHORD 2 X 4 SYP Nat except and verticalsWEBS2X4SYPNo.3 'Except- BOTCHORD Ri idailingr8 d've 5' applied or541a a bracing. 10.11 2 X 4SYP No.2 WEDGE Lett2 X 4SYP No.3 REACTIONS (Ibsia) II=141&Mech=i.1.2-1504/0-7-8 Max Hors 2-266(load car 4) Max Uplift) Id357(load case 612=433(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2-W24, 2-3-4596/1172, 3-18=-4397/1056, 4-I8-4332/1075, 4.5=-3641/827, 5.6. 2591/590, 6.7a2273/565, 7-9-2430/569, 8-19z2038/535, 9.19z2180/519, 9-ID=88/1, 10-1I=-6516 BOTCHORD 2.17-120614096, 1&17a906f3770, 15-16- 625/3073, 14-I5--614/3103, 13.14-2892123, 12-13--3782:55, 11-12-32311196 WEBS 3.17-11323, 4-17=-135/422,4.16-519R66.5.16-421/599,5-14-851/310,6-14-1461874, 7.14-13915017-13- 149/564. 8-13=79/189. 8-12=-520/152. 9-12--64/836. 9.11-191 &563 NOTES 1) Unbalanced mof live loads have beenconsidered for this design. 2) Wind: ASCE 7- 02; 120mph (3-second gust); hw15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; LumberDOL=133 plate grip DOL-133. 3) Provide adequate drainage to prevent waterpaling, 4) 'This taushas been designed for a 10.0 psf bottom chord live loadnonconctment with any other live loads. 5) This truss requhs plate utspession per the Tooth Count Method when this truss a chosen for quality assurance inspection. 6) Refer to girder(s) for taus to trim connections. 7) Bearingaijoings) 2 considers parallel to grain value using ANSVPPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Providemechanical annection ( by others) of truss to bearing platecapable of withstanding 357 lb uplifta joint I I and 433 lb uplift atjoint 2. LOADCASES) Standard Type F TRUSS 1 J eat. tt.a eLu aaa xoea ax a ao sat4 sort s. a asa -a.o wt aor a= atom atou t] aa zsu soo ]- oe LOADINQpsf) SPACING 2-0- 0L(Matrix) SI DEFL in (Inc) VdeR Vd PLATES GRIP TCLL 20.0 PlatsIncrease1.25C 0.61 Ver(LL) -031 13-14 >999 240 MT20 244/190 TCDL 10.0 LuntherIncrease1.25C 0.93 Vert(M) -0.81 13.14 >524 240 BCLL 10.0 - Rep Sness ina YESB 0.66 HorAn) 0.50 10 da des BCDL 10.0 Code FBC2004-12002 Wind(LL) 0.34 13-14 >999 360 Weight: 192 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 2-5-3 oc puriins BOT CHORD2 X4SYPNotexceptendverocals. WEBS 2 X 4 SYP No.3 IExcept• BOTCHORD Rigid ailing directly applied or2-2-0oc bracing. 9.102 X4SYPNo.2 WEDGE Left 2 X 4 SYP No.3 REACIIONS(IhW=) 2=1504/ D-7$, 10=14l&(Mechminl Max Hot 2-276( lood case 4) Max Uplifl2--433(lasi case 5). I0z357(load case 6) FORCES (lb) - Maximan Compression/ Maximum Tension TOPCHORD 1-2-04, 2-3-461911152.3-15W389(1056,4.15-4321/1081. 4.543532/800, 5-6-24301553, 6-7-2421/562, 7-16d2122/540, 8-16-2245/522, 8-9--96118, 9-10z62/0 BOTCHORD 2.14-1179/ 412Z 13-14=86813693, 12.13=-583/2984, II-12-375/2196, 10-11--339/1199 WEBS 3-14-162234, 4.14z175/493.4-13-553269,5-13-127/636. 5.12-8917/326, 6-12-374/1926. 7-124162(183, 7. 11---069/141. &I I-51/845. 8-10--1944/605 NOTES 1) Unbalanced roof live loads have beenconsidered for this design. 2) Wind: ASCE 7- 02: 120mph (3-second gust); h-15ft; TCDL-6.Opsf, BCDL-6.W, Category II; Exp B; enclosed; MWFRS gable end cone; Lumber DOL-1.33 plate grip DOL-1.33. 3) *This outs has been designed fora 10.0 psfbottom chord live loadnonxrntahmnt with try otherlive loads. 4) This mass requires plate inspection per the Tooth Count Method when this matt is chosen for quality assuranceinspection. 5) Refer to girdo( s) fa ram to truss con neeiou. 6) Bearing atjoin(s) 2 considers parallel to grain value using ANSVM 1 angle to grain formula. Building designer should va* capacity of bearing surface. 7) Providemedmnieil connection ( by others) of ram to bearing platecapable of withstading 433 lb upliftat joint 2 and 357 lb uplift atjoint 10. LOADCASES) Staled T. S. Chehal Licensed Professional Engineer 531 S. S.R. 434 Altamonte Springs, FL 32714 2-1- 3/0 407.521.5557 - FAX 407-521-5434 PE 0040748 rob ITnm Tnm Type QIY Ply 2105 AID ROOF TRUSS 1 1 C.lW ] Uct 13 LW> Mrl ek tnd=MM Ira Fn Jan 26 16', too sr., ,on.„ ,s,oa ],on. .... n•sa ]sat ]s a wo sr-, s,•,o ssro s4ro r-4o "a ..rat ...0 a r 4,n. -- caw 44N }ir 41r0 ]S6 Lhd u.l] LOADINgpsf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Phan Increase 1.25 TC 0.45 Vert(LL) 031 15.16 >999 240 NI20 244/190 TCDL IN Lumber Increase 1.25 BC 0.94 Vert(M) 0.83 15-16 >511 240 BCLL 10.0 I Rep Stan 4ter YES WB 0,79 H-ATL) 0.48 I 1 n/a - BCDL 10.0 Cade FBC2004/TPI2002 Matrix) Wmd(LL) 034 ".:6 >999 360 Weight 205 lb LUMBER BRACING TOP CHORD 2X 4SYP Nol TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purl' ROT CHORD 2 X 4SYP Not accept end verticals. WEBS 2 X 4SYP No3 -Except- BOT CHORD Rigid ceiling directly applied a 5.8-2 at bracing. 10-11 2 X 4 SYP No.2 WEDGE Left* 2 X 4 SYP No-3 REACTIONS (Ib/sire) 11-1418/Mednanial, 2-1504/0-7-8 Max Harz 2-266(load case 4) Max Upliftl 1-357(load pate 6 2-433(loed caw 5) FORCES Ohl - Maximmn Compression/Maximum Tension TOP CHORD 1.2- 24, 2-3--4583/1185, 3.17--43521998, 4-17-4286/1016, 4.5-3445n67, 5-6--2457/556, 6-7a2322/563.7-8-2379/676, 8-18,-227N580, 9-ISz2375/560, 9-10aI835/462, 10-1In.13801383BOTCHORD 2-16d1219/4087, 15-16-907/3773, 14-I5--611/3126, 13-14-311R191, 12-13-364/1650, 11-12--31169 WEBS 3-16--150275,4-16--69/445,415-.667297,5-15-74/519.5.14a968(314, 6.14--144859. 7.14a14619477-13-203/ 102, 8-13=256/166, 9-13--6I/560, 9.12--770/23z 10.12-33511597 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) VVmd: ASCE 7-02; 120n0 (3-wand gust): h-15fLTCDL-6.Opsf: BCDL-6.Opsf, Category D: Fxp B: enclosed; MWFRS gable cod mesa; Luanbar DOL-133 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) *This truss has been designed for a 10.0 psfbottom chard live load nomtara}rrem With any other live loads. 5) This bin mqubo place utspccumper theTooth Count Method what thistamis chosen fa qualityassumuce inspection. 6) Referto girder(s) for tam to tam cmmectiam 7) Bearing atjoint( s) 2 considers parallel to grain value using ANSVTPI I angleto grain formula. Building designer should verify capacity of bearing surf ere. 8) Provide meduatial connection (by others) of arm to bearing plate apablc of withstwding 357 lbuplift a joint I 1 and 433 lb uplift ajobn 2. LOAD CASE(S) Standard Job T- Truss Type Qry Ply 2105 IAll ROOF TRUSS 1 IMSWEST/MDbYDT/2015 1 JobRefeReferencev 6100 s Oa 18 2005M.Tak Indusuim Ina. Wad Jan 31 11'.03:07 2OD7 Page 1 s' s,-, LL+, ,... a ,00a rs-.a ]on.•. ]son. 00 s,•, r., o a -a ..r-,o a.I.o w+ .-,,.,] m= •r rs-, m= s r fly 1 was w xo s s su w a. s a- 1 ] Ht l a10 zr; s era, m_ unrly IIIhr r a• n Lr-,o vo, a +Lao r:•w rs.a ]oo. ]woo r Plate Offsets2: 0.3-90-2-04:0.3.0 0-3-0 6:0.5-40-2-0 :0.5.4 0.2-0 LOADING(ps0 SPACING 2-" CS1 DEFL in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 038 Vert(u) -0.29 16-17 >999 240 NMI) 244/190 TCDL 10.0 Lumber Increase 1.25 BC 11.94 Vert(TL) .0.73 16.17 >569 240 BCLL I0.0 I Rep Suess Ina YES WB 0.49 Ho zCM) 0.44 10 n/a n/a BCDL 10.0 Code FBC20D4/ IP12002 Matrix) Wind(LL) 0.31 16-17 >999 360 Weight 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9.1 oc purlirM BOT CHORD 2 X 4 SYPNo.2 except end verticals. WEBS 2 X 4 SYP No.3 I Eraµ' BOT CHORD Rigid ceilingdkccdy applied or 541-11oc bracing 9-10 2 X 4 SYP Not WEDGE Left:, 2 X 4 SYP No3 RFACTIONS(Ib/size) 10-1380r0. 3.8,2-146ND-74 Max Hart 2-278(lood ace 5) Max Uplift10--3500ond case 6), 2-A21(lood case 5) FORCES (lb) - Maximum Comprmion/Maximum Tension TOP CHORD 1.2=(Y24. 2.3=.4419/1140, 3.18-4267/1D47, 4-18-4210/1061, 4-5-3673/851, 5.6--2751/636, 6-Js2618/616, 7.19- 2143/554, 8-19z2257/531, 9-9-1796/451, 9-IDz1340/379 BOTCHORD 2-17s1198(3924, 16. 17--947/3730, I5.16--690/3I34, 1415=681/3152, 13-14--4782504, 12-13-3292022 11.124345/ 1608. 10-11-37//6 WEBS 3.17-45/198, 417--110/326, 416--442242, 5-16--1IN531, 5-14-721271, 6-I4=125/612, 6.13-fi8/371 7.13,-n6t1087. 7-12-- 265/155, 8.12a157/530, 8-I t-703227, 9-11-30N1540NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02: 120mph (3-second gust); h-15f ; TCDL-6.0psf; BCDL=6.OpsF. Category 11; Exp B: enclosed; MWFR.S gable end zone; Lumber DOL- 1.33 plate grip DOL-1.33. 3) Provide adequnte drainage to prevent water ponding 4) 'Thisram has been designed for a 10.0 psf bwm chord live load nonconamemwith any other live loads. 5) Thistam require plate inspection perthe Tooth CountMethod when this truss is chosen for quality assuranceinspection. 6) Bearing m joint(s) 2 considers parallelto grain value using ANSIMI Iangleto grain formula Building designershould verify apaaty ofbearing surface. 7) Provide mechanicalconnection (by others) of truss to bearing plate capableofwithstanding 350 Ib uplill at joint10 said 421 lb uplift atjoint 2. 8) Beveled plate or shim requiredtoprovidefullbearing surface wvT.&dG aOhll&k. LOADCASEIs) StandardLicensed Professional Engineer --- 531 S. S.R. 434 o Altamonte Springs, FL 32714 407- 521-5557 - FAX 407-521- 5434 PE 0040748 Job IT- e Pty 2105 IA12 FROOTFYPTRUSS rl 1 IMSWEST/MDbYOT/2015 Sob Reference 62M sOct 19 2005Mn7ek IMumie, Inc WedJan 31 11:03:072007 Page I too a.a. ,sod ,r00 a+a Zr+-a seta+ rsoo cm w aa,x .oa s.o aoo m = amlir. a a a race sttnx as. r ado mu sat s,a a= w.a ss 1 is atof r. xmITT a m= u n scar sacra noo ^-• n•.o n vsoori sa-a s:•n .ao a.a soo race Plate Offsets Y: 0-0-12,0-1-8 4:0.3-0,0.3-05:0.5-1D-2-07:0.7-40.2-0 11:0.2-I 0.1-8 13:0-2 D-3-0 15:0-5•I 0•I-12 17:0.2-00-1.8 LOADING(psf) SPACING2.)-0 CSI DEFL in (lac) Well Ud PLATES GRIP TCLL 20. 0 Plata Increase 1.25 TC 0.43 Ven(LL) -0.25 14-15 >999 240 MT20 2441190 TCDL 10. 0 Lumber Increase 1.25 BC 0.70 Vat(IL) -0.64 13-14 >645 240 BOLL 10. 0 • Rep Stress Ina YES WB 0.97 HorgTL) 0.53 10ala n/a BCDL 10. 0 Code FBC2004/1P12002 Matrix) Wind(LL) 027 14-15 >999 360 Weight: 236lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied a 2-11-4 oc purlhu, SOTCHORD 2 X 4 SYP No.2 'Except, except cad verticab. 4-16 2 X 4SYP No.3. 6• 12 2 X 4 SYP No.3 BOT CHORD Rigidceiling directly applied or 742 oc bracing. WEBS 2 X 4 SYP No.3 'Except' WEBS I Row ai midpt 7-11.8-10 9-10 2 X 4SYP Not REACTIONS als/ size) 2-1466/0.7.8, 10-1380/Da-0 Max Hoa 2-278(lood case 5) Max Uplift2- 419(lo3d case n 10-349(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2-0211. 2-3-2562/530, 3.4--3817/867, 4-5-3062R60, 5-6--352&/M, 6.7-35MMS. 7-18-1049/365, 18-1140/ 347. &SN 9-59.9-10--129AI SOT CHORD 2-17-5982191, 16.17-W54, 15-16-0/113,4-I5--81/404, 14-15-816/3418, I3-14=-674279& 12-13-W62, 6.13- 306236, 11.12-6/18, 10.11-168/695 WEBS 3-17-969/380. 15-17-6742414,3-IS-285/1143,4.14-72025&-- 5-14I IN582, 5-13-305,964, 11-13-284/1426, 1. 13-801/3030, 7-11-1425/424, &11-137/583, &10-1348/346 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-sew-dgust); h-1A TCDL-6.OpsF, BCDL-0.Opsf, Category 11; Ecp B; enclosed; MWPRS gable end rate; Lumber DOL- 1.33 plate grip DOL-133. 3) Provide adequate drainage to prevent warsponding 4) 'This tam has been designed fa a 10.0 psf bottom chord live load nmconcartent with any other live loads. 5) This tam requires plate inspection perthe ToothCount Method when this now is chosen fa quality assuranceinspection. 6) Provide mechanic convection (by others) oftruss to bearing plate capableof withouding 419 lbuplift atjoint 2 and 349 lbuplift atjoint 10. LOAD CASE( S) Standard Job Truss Type Ply 2105 ITruss A13 ROOF TRUSS JQry 11 IMSWEST/MDtryDT/2015Job Reference 6.200 s Oct Ill 2005 MRek Industries, Inc Wed Jan 31 11:03:08 2DO7 Page 1 r1o4 a -a -a tON t ,>Oa ,Na x 611 xM0 raoa too aaa wu wn wa . ere .fa sera tom. cam amflr m _ a r a b mf m. a ma s r. a. ,soo aso rs. assoa r+. r-sn r-seer r.xa aaa Plate Offsar 2:0-1- 12,0.1-8 4:0.3-00-3-0 LOADINGLMO SPACING 2-0-0 CSI DEFL in (Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.83 Vert(u) .0.09 14-16 >999 240MT20 244/190 TCDL 10.0 Lmhber Increase 115 BC 0.54 Vert(M) .0.27 I4.16 >999 240BOLL 10.0 ' Rep Stress Ina YES WB 0.45 Hon(M) 0.0910 nn/a WeBCDL 10.0 Cade FBC2004( rP12002 Matrix) Wind(I1.) 0.10 14 >999 360 Weight: 220lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3.9.2 oc purihn, BOT CHORD 2 X 4 SYP No.2 except end vatieals. WEBS 2 X 4 SYP No.3 'Except* BOT CHORD Rigid ceiling directly applied or 7.9-2 act bracing 9-10 2 X 4 SYP No.2 WEBS1 Row at midpt 6.14, 741 REACIIONSabtsia) 2-146N0.7-8. 1D-1380/0-4-0 Max Hoer 2-280(loed cue 5) Max Uplift2-422(load case 5). 10-352(lond case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2-0R8, 2-3-2561/574, 3-17-2363/515, 4.17-2297/539, 4-5--I810/500, 5.6-• 1570/479, 6.7-1467/463, 7-1 "92/331, & 18- 8921331, &9-1065299, 940-13251375 BOT CHORD 2.16-4582199, 15.16-525/1911, 14-15--525/1911. 13-14-d6611560, 12-13-d66(1560, I1.12-397/1329 10-I h-21/33 WEBS 3-16-21L7.23, 4-16--78(394,4-14-499220.5-14--64/485,6.14-142/169,6.12-324/159,7-12-70/472, 1.11-176/329, 8. 11-8/228, 9.11-296/I 120 NOTES 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE7-02; 120mph (3-second gust); h-15ft; TCDL-6.Opsf, BCDL-6.0psf; Category 11; Exp B; enclosed; MWFRS gable end core; Lumber DOL= 133 plate grip DOL-1.33. 3) Provide adequate dramage to prevent water ponding 4) *This trim has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This trim requires plate inspection per the Tooth Count Method when thistruss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss m bearing plate capableof withstanding 422 lb uplift atjoint 2 and 352 lbuplift atjoint 10. LOAD CASE( S) Standard T. S. Cheha) Licensed Professional Engineer 631 S. S.R. 434 Altamonte Springs, FL 32714 407- 521.5557 - FAX 407. 521-5434 PE 0040748 Job Tam Typer Ply MSWEST/MDbyOT2015 A1a2105IT ROOF TRUSS 1 lob a^a,^-Y(optional) 6.200 sOn 18 2005 AL7ek Indusaim Ine Wed Jet 31 11:03:03 2007 Page I n^ acre 1w fa.o-0 n-)-0 a-w x a a1 IIM" f - f 4tiroaaa «ufa «Ina «)o u-0 u-0 «)-0 >o m amf7 10 9 )-1 I] fi n ) P 1 m= 1st n 1st r 1. n 12 m= m= aau I a+ 1M0 f)-)-0 MOO 11r0 aaoo Plate Offsets 2:0-4-12,0-I-8 8:D-3-00.3-0 LOADING(psn SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 VaJLL) -0.17 13-15 >999 240 MO 244/190 TCDL 10.0 Lumba Increase 1.25 BC 0.61 VertM) .0.50 13-15 >937 240 SCLL 10.0 - Rep Sows Ina YES As 0.70 Hormcm) 0.10 11 n/a ale BCDL 10.0 Code FBC2004n?12002 Matrix) Wi d(LL) 0.12 15 >999 360 Weight 227lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Smrcmral wood sheathing directly applied or 3-9-12oc purfins, BOTCHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 -Except' BOT CHORD Rigid ceiling directly applied or 7-9-4 ocbracing. 10-11 2 X 4 SYP No.2 WEBS I Row as midpt 9-12 REACTIONS(Mize) 2-1466/0-7-8.11-138WO-" Max Herz 2-280(load cue 5) Max Uplift2-422(lood case 5), 11-372(load case 3) FORCES (lb) - Maximum Compression(Maximum Tension TOP CHORD 1.2-W28. 2-3-2577/592, 3-19-2413/57& 4-19--2348/589, 4-5-4957/593, 56- l715/560, 6.7-1846(621, 7-8--13361459, 8-2W-701/159, 9.20-707R59.9-ID--824/2% 10-11-1334/392 BOTCHORD 2.18--6712212. 17.18-600/1989, 16.17-592JI846.15-16-59ZIlM 14.15-580/1689, 13-14-580/1689 12-13-42711321, II-12=NI5 WEBS 3-I8-454/1%.4-I8--63/337,447--t15/195,5.17-IId580.6.17-357/1866-15--81/121, 7-15-35/294, 7-13-624262. 8-13-117/673. 8-12-I147/387, 942-9/180, 1042-356/1123 NOTES 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); Iw1511t: TCDL-6.Opsf, BCDL-6.0psf, Category 11; Exp B; enclosed; MWFRS gable end zone; Lumba DOL-1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water poling. 4) •This ram has been designed for a 10.0 psfboaan shoed live lad nnarcanarrem with may aha live leads. 5) All plates me 3x4 MT20 =less otherwise indicated. 6) This tam neqnires plate inspection per the Tooth Count Method when this anus is chosen fir quality assurance inspeaiom 7) provide mechanical connection (by others) of truss to bearing plane curable ofwithstanding 422 Re uplift atjoint 2 and 372 lb uplift ajoint IL LOAD CASE(S) Standard Job inns e Ply 2105 A15 7ROOTF"PTRUSS 11 I 1 IMSWEST/ MDbyDT/2015 Job Rdfatar 61M aOct 18 2005 Nh rek llxhw i.% Inc. Wad Jan 31 11:03:09 2007 Page 1 fast s+a flair 1P)-0 a-x-0 nsa aa+a asooI lair a. sal] s)-0 s)-0 s)-0 s)-0 fair avr•1a r Y1= err- a a a ea axofii a, 1 ). u Ilry 1 I m-11 a 11u cow ta-a }S P aa+o asoP fd- f-at] rice )ere cow to Plate Offset 2:0-0-12,0.1-8 6:0.3-00.3-0 II:0.1-I O-1-6 LOADING(ps0 SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.74 Ven(1-L) .0.I 1 14 >999 240 M170 244/190TCDL10.0 Lumber Increase 125 BC 0.55 VatM) -034 14-16 >999 240 BCLL 10.0 Rep Stress Ina YES WB 054 Hors(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Wind(IL) 0.15 14 >999 360 Weight 2081b LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOP CHORD Saucaral wood sheathingdirectlyapplied or 3-M ocpurfim, BOT CHORD 2 X 4SYP No.2 except end verticals. WEBS 2 X4SYP No.3 -Except• BOT CHORD Rigid ceiling directly applied or 7-24 oc bracing. MO 2 X 4 SYP No.2 WEBS I Row at midpt 7.11 REACTIONS (Ibhize) 2-1466.N-7.8,10-1300.4-0 Max Harz 2-280(load case 5) Max Uplift2-422(load case 5), 10--453(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2-W& 2-3-2581/660, 3-18-2154/642, 4-18-20291667, 4-5--1880/633, 56-2142/751, 67-1655/590, 7-8--422J157, 8-9-461/148, 9.10-13801426BOTCHORD2. 17--6932211, 16.17--6932211, 1S16-769R15& 14-I5=-769215& 13-14-736?A10, 12-13-736201011.12-528/1427, 10-11- /10 WEBS 3-I,-WI4, 3-16--39522&4-16>116(605,5-16-504(274,5-14-52/113,644-19262, 6.12-6382M, 7-12-156721. 7- 11-14401554, 8.11-6d146, 941--423/12.55NOTES 1) Unbalanced roof live loads havebeen considered far this design. 2) Wiod: ASCE 7-02: 120mph (3-sccond gust);1st-I5ft; TCDL-6.0psf; BCDL=6.0psf,, Category II; Exp B; enclosed; MWFRS gablead arc; Lumber DOL-1.33 plate grip DOL-133. 3) Provide adequate drainage to prevent water ponding. 4) -This tam has been designed for a 10.0 psfbottom chord livebed nmmncrment withanyotherlive beds. 5) This tam requires plate inspectionper the Tooth CaratMethod whenthistam is chosen for quality assraertceiaspwion. 6) Provide mechanical connection (byothers) of tam to bearing plate tamable of withita ding 422 Ib uplift atjoint 2 and453 lb uplift atjoint 10. LOAD CASE(S) Standard T. S. C h e h al Licensed Professional Engineer 531 S. S.R. 434 Z 13/o Altamonte Springs, FL 32714 407-521-5557 - FAX407-521-5434 PE 0040748 lab Tnus T-Type OtY Ply MSWEST/MDbyOT2015 2105 A16 ROOF TRUSS 1 I 1 Job RefeReferenceea cr6100sO18 2005 MtTck trxh n, Inc. Wed J. 31 11*03'.09 2007 Pap I rh- 0O a0-, SOU 11Ja Taal M,] ]actor t- 0-0aW a]•n S,•11' 5,-11 Y1-,1 Y«,I Sot.] feY• 1IDs r tact rot a,. a s ) s am( ty a Y Y1 1l r. m= 17 11 a I] ,l n >0 9- last n-,w aaa non al- 12 YSl Sal sax sale Plate Offsets X, 2:0-4-I 0.1-8 7:0.3-00.3-010:0-I-Iz0.1.8LOADING(psf) SPACING2.0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20. 0 re Plum Incase1.25 TC 036 Vert(LL) -0.14 12-14 >999 240 MIZO 244JI90 TCDL 10. 0 Lumber Increase IZ BC 0.52 Vert(R,) -039 12-14 >999 240 BCLL 10. 0 • Rep Stress Ina YES WB 0.61 Harz(M) 0.14 10 n/a Min BCDL 10. 0 Code FBC2004/TP12002 Matrix) Wind(LL) 0.19 12-14 >999 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structuralwood sheathing directly applied or 3-9-9 oc purliln, BOT CHORD 2 X 4 SYP Notexcept end vaucal]. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6.4-11 oc bracing. WEBS I Row at midpt 9-10 REACTIONS (INsim) I0=138OM-", 2-146N0.7.8 Max Hors 2-27I(lond case 5) Max Uplift10=- 520(lood case 4), 2=-423(load case 5) FORCES (lb) - Maximum CompressiomWaximsmn Tension TOP CHORD 1-2-W28, 2-3a2591/7M4, 3. 18=2287f/31, 4-18-2185/144, 4.5d2022/J00, 5-6-25781924, 6.1=2450890, 7-19- 16231591. 8-19=-1623/591, 9-9=-37/9, 940- I50I104 BOT CHORD 2-17z7362220. 16-17=-73&MO, 15-16=-9292533. WIS1 ,9292533, 13-14a97826(Y7, 12.13=-9782607 I1-12> 8432222, 10.11=-531/1386 WEBS 3- 17-WI64, 3-16-253/182, 4-16--169n07, 5-16--692351.5-14-7245.6-14--44/115, &12-317/180, 7-12- 95/465. 7-114928391, 8-11-219/870, &IOa 17SN699 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h-1A, TCDL-6.OpsF, BCDL=6.0psf: CategoryU; Ecp B: enclosed: MWFRS gable end mete; Lumber DOL-1.33 plate grip DOL-1.33. 2) Provide adequate drainage to prevent water ponding. 3) 'This truss has been designed for a 10.0 psf bottomchord live load oonto rcur ent with any other live loads. 4) All plates aae 3x4 MT20 unless otherwiseindicated. 5) This trusts requires plate inspection per the Tooth Count Method when this thus is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of onus to bearing plate capable ofwithstanding 520 lbuplift at joint 10 and 423 lb uplift mjoint 2 LOAD CASE(S) Standard Job Truss Tnmrype QN plyMSWEST/MDbyOT2015 2106 A17 ROOF TRUSS 1 2 lob Referenceo ' 61M s On 18 2005M7ck Indmma, lac Wed Jan 31 11:03:10 2007 Page I rha9 ]a+ rho i+-4J hw tract n)•) aan aSOU T a).] «O] I n ran m= m= s s w s s amf+T nm=tsn ono rh= ss= a.n m. m= d. mu era+ w1l aY] a]•] a]-) «]-) ua «era PIte Offsas Y: 2:04-I 0-I-8 4:0.2-0,0-3-87:04-00-48:0.2-00.1.8 11:0.3-40.1.8 12.2-00.2-0 13:0.3-00.3-0 I6:0-4-00.3-0LOADING(psoSPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) -0.19 15 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase1.25 BC 0.73 VcrKM) .0.49 14-15 >941 240 BCLL 10.0 Rep Suess Ina NO WB 0.68 Hmz(IL) -0.16 11 n/a o/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Wmd(LL) 0.50 14.15 >836 360 Weigh'. 437 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.lD • Except• TOP CHORD Structural wood sheathing directly applied or 3-94 oc purlins, 14 2 X 4 SYP No.2 except end versimb. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceilingdirectly applied or 545 oc bracing. WEBS 2 X4SYP14o.3 REACTIONS (Ihbim) 11- 3016M-i-0, 2a283N0.7.8 Mat Hon 2- 229(load case 5) Max Upfiftl 1 2957(load cue 4), 2>2546(lond ease 5) FORCES (lb) . Maximum Comprewion/Maximum Tension TOP CHORD 1. 2-028. 2-3a5338/4839, 34-5328/5099, 4-19=-6657/6433, 19.20 6658/6434, 5-20--6659/6435, 5-21--6657/ 6433, 21-22-.6657/6433.6.22=•6M7/6433, 6-23-7094/6841, 23.24-7094/6941, 7.24-7094/ 6941. 7-25=-7D94/6841, 25-26-709416941, 8.26-7094/6941, 8-27-34493331, 27.28-3449/ 3331. 28-29-3449/3331, 9-29-344913331, 9.30-344913331, 30.31-34493331, 31-32-3449/ 3331, 10.32=-3449/3331, 1" 1-287912948 BOTCHORD 2-19- 4347/4610.17-18-4347/4610,17-33--4628/4790,33-34-4628/4790, 16.34-4621V4790, 16.35=-7090// 347, 35-36-7090//347, 15-364709W7347, IS-37n709W/347, 37.38m7090//347, 14-38=-7090/ 2347, 14.39-5543/5748, 39-10-5543/574& 13.40=-5543/574& 13.41a5543/574& 4142-5543/5748, 1242s5543/5749,1243-73/1'/, 4344- 73M, 4445-73//7, 1145--73M WEBS 3.18= 0/107.3-17--467/187,4-17-366/566.4-16=-227012319,5-16=-65 IM4,& 164863846.& 15=-96380 6-14-317/ 341. 7-14--612/671, 8-14- I625/1684. 9.13-101/381. &12-2877/2768. 9-12m6181692. 10-12-4077/ 4219 NOTES 1) crass m be connected o m follows: with I OrCommon(.t0-9-0r, loges: T2-plyf2Topchordsconnectedmfollows: 2 X 4- 1 raw, m 0.9-0 or, 2X 6- 2 caws at 49-0 nC. 2 X6- 2 m cannoned m follows: 2 X 4- I rowm 0.7-0ac WebsBoaornc onnedWebs connected mfollows: 2 x 4. I raw m 0.9-0 «. y// C 2) Ail loadsarcconsideredequallyappliedtoallplies, except if noted m fnsm (F) or bade (B) face in the LOAD CASE(S) section. Plyto ply connections have been provided to distribute only loads noted as (F) or (B), wnlem otherwise i di 3) Wind: ASCE 7-02; 120mph (3-second gust): h=15ft: TCDL-6.Opsf; BCDL-6.OpsF, Category 11; Exp B; enclosed'` C h e h a gable end cane: Lamba DOL-133 plate grip DOL=133. Professional Engineer 4) Provide adequatedrainagetopreventwaterpending. Licensed 5) 'This truss has been designed for a10.0 psf botomchord liveload noncamwscm with any other live S.R. 434 loads. 6) Thistruss require plate inspection perthe Tooth CountMethodwhen this truss is chosen for quality asshuahce 7) Provide merluniml correction (by othm) of onusto bearingpima capable of wid mnding 2957ItNQ jile^ i n g s, FL327148)lmailed-i di 3-IOdm3-12d wimtoe-nails. 407-521-5557 - FAX 407-521-5434 Continued on page 2 PF 0n407,dR coo Tnm T—Type MSWESTIMDbyDT/2O15 2105 B7 ROOF TRUSS 1Q1Y IPIY1 1 Job Refer -cat ioml 62m a On Is 2005 MiTek Industries, Ira Fri J= 26 16:19.04 2007 Page I non sw roc sroa trio .s a raaa aeo rm sw r-wora s+oo sroa w.roo seat 4oarr•r a. o aafT a wf ] ro + I M 1 a ] act= as= a= r= rqq a.eo oaa roc sw r.oa Plate Offsets 0.8-0 0.0 8:0-8-0 LOADINQpsf) SPACING 2-" CSI DEFT- in (loc) Vdefl L/d PLATES GRIPTCLL20.0 Platt Increase 1.25 TC 0.53 Ven(LL) -0.07 10.12 >999 240 MT20 244/190TCDL10.0 Lumber Increase 125 BC 0.60 Vert(1'L) -0.21 10.12 >999 240 BCLL 10.0 - Rep Stress Incr NO WB 024 Horz(n.) 0.03 8 n/a n/n BCDL 10.0 Cade FBC2004/IP12002 Matrix) Wind(ll.) 023 10.12 >981 360 Wdghc 96 lb LUMBER BRACING TOP CHORD 2X 4 SYP No.2 TOP CHORD Structural wood sheathing di]wly applied or 3-9-I oc purlim. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 4.24 oc bracingWEBS2X4SYPNo3 REACTIONS (lb/sim) 2-1473I0-7-8, 8-1473/0-7.8 Max Herz 2-74(lood ease 5) Max Uplift241232(lood ease 5), 841232(loed ease 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2-M 2.3d25772272, 3-13-24182257, 413z2369/2266, 4-14->`2161/2066, 5-14-2160/2066, 5-15-21602066, 6-I5-21612066, 6.16-236912266, 7-16d24182257, 7-8a25772272, 8-9-WU BOTCHORD 2-12--19422208, 12-17->•2052/2300, 11-17-2052(1300, 11-18-.2052/2300. 10-18-2052r2300, 8.10-18772208 WEBS 3-12-125n9,4-12-604n38,5-12a270277,5.10-288/303. 6-10-605/738, 7-10-124/80 NOTES 1) Unbalanced roofliveloadshave beenconsidered for thisdesign. 2) Wind: ASCE 7-02; 120mph (3-second gust); h-1511; TCDL-6.Opsf, BCDL-6.OpsG Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL-133 plat, grip DOL-133. 3) Provide adequate drainage to prevent water ponding 4) 'This trim has been designed for a 10.0psf bottom chord live load r=rcorament with any other live loads. 5) This tam requires plate inspection per the Tooth Count Method when this mm is chosen for quality assrv=a vupeaion. 6) Provide mechanical connection (by others) ofthus to bearing plate capable ofwithstading 1232 lbuplift ajoint 2 and 1232 lb uplift atjoint 8. 7) Hanger(s) or other connection device(s) shall be provided wflicant to support concentrated load(s) 215 lb down ad 328 lb up at 7-04 129 lbdown and 219 lb up at 9-0- 12. and 128 lb down and 219 lb up at 10.74, and 175 lb dam and 328 Ib up at 12-U on top chard, and 299 lb down and 354 lb up at 7-0-0, 91 lb down and 70 lb up at 9-0-I2, and 91 lb dawn and 70 lb up at 10-74, and 299 lb dawn and 354 lb up to 12.74 m bottom chord The design/selection ofsuch connection device(s) is the raw=. biliryofethers. y/ 8) In the LOAD CASE(S) section, loads applied to the face ofthe tam are noted as font (F) or back (B). T.S. C h e h a I LOAD Rcgdw. Lumber standard Licensed Professional EngineerI) Regale: harsher hhcreasr125, Plate Increase-1.25 Uniform Leads(plf) 531 S. S.R. 434Vent: 14460, Sd -60, 6.9=60. 2-8--20 C000mmued Loads (lb) Altamonte Springs, FL 32714Vent4=175(F) 6-175(F) 12=-280(F) 10-280(F) 14-128(n 15--IMF) 17--45(n I 521 -5557 - FAX 407-521 -543 PE 0040748 Job Trlls! Truss Type Ply MSWEST/MDbyDT2015 2105 B2 ROOFTRUSS FtY 1 Job Refaafm ionLl 6.20D s Oct IS 2005 Mi rest Industries, Ian Wed In 31 11:03:11 20P7 Page 1 OO t-4t 4aa I[NO 14]-1• 1411•• 1 40 HL •a-n tin b+l-+• W 1J a Let.. c. m f q f Les q q ) q n L ma tan me me tan m= mu M -S-lr 1.40 }f1•N 4H Plate Offses 4:0.5.40.2-08:0.3.14.0.0-13 LOADINQpsf) SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(U) -0.0312 >999 240 NIT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.26 Vert(M) -0.0812-13 >999 240 BCLL 10.0 Rep Stress Ina YES WB 0.16 Horx(11) 0.038 do n/a BCDL 10.0 Code FBOODAI 12002 Matrix) Wud(LQ 0.0312.13 >999 360 Weight 1D4 Ils LUMBER BRACING TOP CHORD 2 X 4SYP No.2TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlim. BOT CHORD2 X 4SYP No.2BOT CHORDRigid ceiling directly applied or 104.0 ocbracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYPNo.22.W REACTIONS ( 1Nsize) 9-742/D-3-8, 2e831/0.7-8 Max Hom 2-91(load ease 4) Max Uplift8=210(load case 61 24302(load lase 5) FORCES ( lb) - Maximum Compression/Maximum Tension TOPCHORD 1.2e028.2.3-1284/309.3-14-914243.4-144453R64,4-5--T/1/271,5-15-85K270.6.154907RS& 6- 7-1128/322, 7. 1,-11921306 BOTCHORD 2.13-243/1075.12-13e-243/1075.11-12e-84/770,1D-11-193/976,9-ID•.193/976,8-9-193/976 WEBS 3-13-/193.3-12a364/184,4-12455239.4.11a100110&5-11=-43211&11-268/181,6-10-W]60 NOTES 1) Unbalanced roof live loads have been considered far this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); he 1511; TCDL-6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL-133 plate grip DOIPI33. 3) Pmovide adequate drainage to prevent water ponding. 4) * This am has been designed for a 10.0 psf bottomchord live load rnananaorent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this tnm is chose t for quality assramce inspection. 6) Provide mcdnenic i mnnecuon (by others) of crossto bearing plate capable of withstanding210 Ib upOft at joint8 and 302 Ib uplift atjoint 2- LOAD CASE(S) Standard Job True Tim Type Qty Ply MSWEST/MDbyOT2015 2105 B3 IATTIC 5 1 lab Referare 6200 s Oct 18 2005 MiiTA Industries, I= Wad Jan 3I 11:03:11 2007 Page 1 f- 0O , !-0a }).• ).O+S 4+aa 1•t4t 1Wtt 14La 1411 trot1i 0a )d-0b)-• }}tl Zdl bill }) }, me m- T mu mu mu Lf+ O mo l 4 3t p t! q m a m= a= me mu 1a0 } i.• r4q t440 f411+ fPlate Offsmo 2:0-0-4.EdI I:0.4- 0.0-4 13:0.3-0.Ed e LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Ven(LL) -039 12-13 >597 240 NIT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vat(IL) -0.65 I2-13 >345 240 BCLL 10.0 Rep Stress Ina YES WB 0.19 Horz(TL) 0.04 11 da n/a BCDL 10.0 Code FBC2004frP12002 Matrix) Wiad(L,) 0.16 12.13 >999 360 Weight: 88Ib LUMBER BRACING TOP CHORD 2 X 4 SYPNo.2 TOP CHORD Structural wood shathmg directly applied or 2-2-0 oc pvrlins. BOTCHORD2X4SYPNo.I D BOT CHORDRigid ailing directly applied or 10.0-0 oc bracing. WEBS2X4SYPNo3JOINTSIBraceatJI(s): 14 SLIDER Right 2 X4 SYP No.3 1-6-13 REACTIONS( Ibhize) 2-991/0.3-9.IIe924/0.3-8 Max Hors 2 98(load rase 4) Max Uplilt2e-293(lood ease 5), 11-21((load case 6) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2-W7. 2.3-1797/364. 3.4e-1509f272, 4-I5=-1212/M, 5.15-1201/297, 5.6-0=, 6.7-GIM 7. 16-1177/289. 84641223281, 8-9z1482R63. 9-10>1531/351, 10.11-1581/339 BOT CHORD 2.13n326/1557, 12-13-139/1234, 11.12>249/1276 WEBS 5-14-1522/308.7-14-1522/308.443e0/499,8-12-/41Z3-13-424211. 9.12-159/174,6.14-428 NOTES 1) Unbalanced roof live loads have been comiderd for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); he15fL TCDLe6.W,, BCDLe6.OpsC• Category D; Exp B; enclosed; MWFRS gable end zone; Lumber DOLe 133 plate grip DOL-133. 3) ' This truss has been designed for a 10.0 psf bottomchord live load nroimncur ent with my other live loads. 4) This truss requiresplate inspection per theTooth Count Method when this mat is chosen for qualityassnumnceinspection. 5) Bottom chord live load (20.0psf) and additional bottom chord dead load (0.0psf) applied only to mach. 12-13 6) Provide mechanical connection (by others) of thus to baring plate capable of withstanding293 th uplift atjoint 2 and211 lb uplift atjoint 11. LOAD CASE(S) Standard T. S. Chehal Licensed Professional Engineer Y13/o 531 S. S.R.434 Altamonte Springs, FL 32714 407- 521-5557 - FAX 407-521-5434 PE 0040748 Job Toss T-Type Ply MSWEST/MDbyDT/2O15 2105 C1 JQtyROOFTRUSS11 Job Reference, 6,200 s Oct 18 2005 Mi rek IMumia, hoc Fri lao 26 16:1905 2007 Page 1 tact >oa ssa sw to.at I tact >oo aao sorer ro.o rr. to r ° a= 1 amft7 t ul e r A1 ba 00 1-0O Plate Often X . 3:0-30.2-0 LOADINOpsf) SPACING 2-" CSI DEFL in (hoc) VdeO Ud PLATES GRIP TCLL 20.0Plena Inncrease I23 TC 0.21 Vmt(IL) .0.017-8 >999 240 MTZO 244/I90 TCDL 10.0 Lumber Increase 115 BC 0.13 vagn) 0.027-8 >999 240 BCLL 10.0 ' Rep Sum Ina NO WB 0.06 Horz(M) 0.01 5 min n/a BCDL 10.0 Code FBC20D4/fP12002 Matrix) Wind(IL) 0.027-8 >999 360 Weight 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural .rood sheathing directly applied or 6-" no purtms. BOT CHORD2 X 4 SYP Not BOT CHORDRigid ceiling directly applied or 9.4-3 oc bracing. WEBS 2 X 4 SYP No.3REACTIONS ( RJsia) 2-45010-3-8, 5-450A0.3-8 Max Herz 2-49(loed case 6) Max Uplift2--453(lo d case A 5-453(loed ease 6) FORCES ( lb) - Maximum Cont resio Maximum Tension TOP CHORD 1-2.027, 2.3--598/584, 3.9--501/559, 9.10--501/559, I0.11--501/559, 4-1I--501/559, 4.5--599/582, 54-OM BOT CHORD 2-8-451/493, 8.12a-457/500, 7-12-457/500, 5-7-453/493 WEBS 34-701173, 3-7-43/44, 4-7--76(174 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-seed gust); b-15ft, TCDL=6.Opsf; BCDL-6.Dpsf. Category II; Exp B; partwly; MWFRS gable end zone; cantilever left and right exposed; porch left and right exposed; Lumba DOL-133 plate grip DOL-133. 3) Pronide adequate drainage to patent wata ponding. 4) ' This trim has been designed for a 10.0 paf buoomchord live load ncocorhcturent with any oche live loads. 5) This trim require plate inspection per the Tooth Count Method when this am is chosen for quality assurance inspection. 6) Pmvide mechanical mmectim (by others) of tnm to bearing plate capable of withstanding453 lb uplift enjoin 2 and 453 lb uplift enjoin 5. 7) Hanger(s) or other connection devices) shall be provided sufficient to supportco ce rimed load(s) 4 lb down and 58 Ib upat 3. O-0, and 42 @ up at4-10-0, and 4 lb downand 58 lb upat 641-0 antop chordand 34 lbdown and 5 lb upm 34)-0, and I 1 lb downand 5 lb up at 410-0. and 34 lb down and s lbup at6.7.4 on boron chord The design/selection of suchconnection devices) is the responsibilityof others. 8) In the LOAD CASE(S) section, loads applied to the raw of the anusare noted asfront (F) or backftLOAD CASE(S) Standard 1) Regular. Loather bnaeasc-1.25. Plate Inmmse- 1.25 Uniform loads (pIO ' Vert 1.3--60, 3-4--60. 46--60. 2-5--20 Concentrated Loads (lb) Vert 3-9(F)4-9(F) g--11(F)7=11(F) 10.6(F) 12--5(F) Job Tms Trust Typo 2105 C2 ROOFTRUSS JQty 31PtY 1 IMSWESTIMDbyD-r/ 2015 Jab Refererca torn 6. 200sOct 18 2005 M, r k IndustnM 6m. Fri J. 26 16:1996 2007 Page I aaa toga toa r= r amfJT u too tact aa• ta] t rza I hr = too erne sera 100 I IOa LOADING( MO SPACING 2-" CSI DEFL in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27VagLL) -0.011.5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 115 BC 0.19 Va-,(M) -0.04 1-5 >999 240 BCLL I0.0 Rep Smw Ina YES WB 0.07 HorzCM) 0.01 3 n/a run BCDL 10.0 Code FBC2o04RP12002 Matrix) Wmd(LL) 0.041-5 >999 360 Weight 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORDStructural wood sheathing directly applied or &" oc pudi¢s. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10.0-0ocbrw4 WEBS 2 X 4 SYP 403 REACTIONS ( lb/sin) 1-370(0.3-8, 3-452!0.3-8 Max Herz 1-49(lood mu6) Max Upliftl--345(lood else A 3-43I(load case6) FORCES ( lb) - Maxirman Compression/MaximumTension TOP CHORD Ifi 539/44(, 2-6-421/461. 2.7-423/47Z 3-7--541/457, 3.4-027 BOTCHORD I-5--333/428. 3-5--333/428 WEBS 2.5--13W218 NOTES 1) Unbalanced roof live Weds have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-seomd gun): h-ISfC TCDL=6.Opsf; BCDL-6.OpsCCategory 11; Exp B; partially; MWFRS gable end zone; c wtileva left and right exposed; porch left and right exposed; Lumber DOL-133 plate grip DOL-133. 3) ' This trim has been designed for a 10.0 psfboamnchord live load nmconcurrmt with my other live loads. 4) This trim requres plate inryenioa per the Tooth Caw Method when dw mat a chosen for quality ai9am a: bspection. 5) Provide n Itanhied connection (by others) of matto bearing plate capable of widevanding 345 lb uplift at joint I and 431 lb uplift atjoint 3. LOAD CASE( S) Stallard T.S. Chehal Licensed Professional Engineer 531 S. S.R.434 Altamonte Springs, FL 32714 407-521- 5557 - FAX 407-521-5434 PE 0040748 lob Truss Type lQty ply 2105 IT- C3 ROOF TRUSS 1 1 6.200sOu U a.a LOADINQpstJ SPACING 2-DO CSI DEFL in loc) Well Ud PLATES GRIP TCLL 20.0 Plates Incense 1.25 TC 0.41 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vat(M) -0.09 4-5 >999 240 BCLL 10.0 - Rep Stress Incr YES WB 0.11 Hor[(IL) 0.001 4 n1a n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Wind(U) -0.01 5 >999 360 Weight 47lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied a 6-M oe purliru. BOT CHORD 2 X 4 SYP Not except end verdcais. WEBS 2 X 4SYP NO3 BOTCHORD Rigid ceiling directly applied or 10-0-0 ate bracing. SLIDER Right 2 X4SYP Nol 3.2.6 REACTIONS (Ihfsiae) 6=354/McchaniesL 4-354/0-W Max Hart 64177(bad case 6) Max Uplift6=159(load case a 4 97(load case 6) FORCES (lb) - Maximum Cmnp,essiaJMaximum Tension TOP CHORD 1.6-345/166, 1.7-23M 2.7-23M 2-3=-271/41, 34-351/30 BOT CHORD 5-6-01177, 4-5=A242 WEBS 1.3--135544, 2.5-129/168 NOTES 1) Wad: ASCE 742; 120mph (3-secondgust); Ica15ft: TCDL=6.Dpsf; BCDL-6.Opsf: Category fl; Exp B; enclosed; MWFRS gable end mne: Lumber DOL=133 plate grip DOL-133. 2) Provide adequate drainage to prevent warcr pmding. 3) -This tomhas been designedfora 10.0 psfbotmm chord live load nmmnummt withanyother live loads. 4) This tom requires plate inspection per theTooth Cosa Method when this arm is chaser forquality asstum ce mspectim. 5) Refer to girder(s) for nor to tom connections. 6) Provide medumial (by others) of nor tobearing plate capable of withstad'mg 159 lb uplift atjoint 6 and 97 lbupliftatjoint4. LOAD CASE(S) Sb ndwd Job 2105 Type Oh ply IF TRUSS 18 1 LOADINQpsf) SPACING 2-" CSI DEFT. in loc) Vdefl Ud PLATES GRIPTCLL20.0 Plasm Increase 1.25 TC 0.09 Vert(u)Mu) -0.00 2 >999 240 RO 244/190TCDL10.0 Lumber Increase 1]3 BC 0.01 Vert(IL) .0.00 2 >999 240BCLL10.0 Rep Stem Incr YES WB 0.00 Hore(IL) -0.00 3 n/a rh/A BCDL 10.0 Code F80004(1'P12002 Matrix) Wind(LL) 0.00 2 •--- 360 Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheath' direalappliedI.0-0ac purlim. Y130TCHORD2X4SYPNotBOTCHORDRigidail• applied ." oc bracing. gd mg directly applied or 104)-0 ne booing. REACTIONS (Ibdsce) 2s146N-7-8, 4=9MSaLmnicaL 3=-IWA d=icw Max Harz 2=75(load case 5) Max Uplift2-139(load car 5), 3z15(load case 1) Max Gm 2=146(bad case I L 4-1 g(loadcar 2), 3=18(loadeve 5) FORCES (1h) - Maximum CorrtpnessiaVMaximmn Tension TOP CHORD 1-2-07. 2-3-3519 BOT CHORD 24-010 NOTES 1) Wind: ASCE 7-02: 12Dnph (3-saond gust): b-15R; TCDL=6.0psf; BCDL-6.Opsf; Category D: Exp B; partially: MWFRS gable end zone: ca flever left and right "posed: porch left and right exposed; Lumber DOL=133 plate grip DOL=133. 2) *This tom has been designed for a 10.0psf botmm chord live bad oonmonament with tray other live loads. 3) This mar requires plate inspection per the Tooth Corms Method when this tons is chosen for quality assumha inspection. 4) Refer to ginde(s) far truss to arm connections 5) Provide mechanical connection (by others) of arm to bearing plate capable ofwithsmrding 139 lb uplift atjoint 2and 15 lb uplift atjoint3. LOAD CASE(S) Standard T.S. Chehal Licensed Professional Engineer 531 S. S.R. 434 Altamonte Springs, FL 32714 407-521-5557 - FAX 407-521-5434 PE 0040748 2105 Truss Type ROOF TRUSS 1 2105 ROOF TRUSS 110 0 r.oa I I I PIme Onsets (XY): it:0.0-0,0-0-01 goo LOADING(PSO SPACING 2-0.0 CSI DEFL in Ion) Vdefl Ud PLATES GRIP LOADINQpsl) SPACING 2-"CSI DEFL in loc) Well Ud PLATES GRIP TC20.0TLPlates lna 1.25 TC 0.08 Vcm(LL) -0.00 2 >999 240 M'RO 244/190 TCDL 10.0Lumber increase 115 BC 0.01 Ver(M) -0.00 2 >999 240 TCLL 20.0Plus Increase 1.25 TC 0.12 Vert(IL) -0.00 24 >999 240 M720 244/190 BCLL10.0 Rep Su® Ina YES WB 0.00 Hone TT-) -0.00 3 n/a n/a TCDL 10.0 Lumber Increase I MBC 0.06V -0.01 24 >9240 BCDL 10.0 CodeFBC2004/IPI2002 Matrix) Wmd(LL) 0.00 2 '••• 360 Weight: 5lb BCLL 10.0 BCDL10. 0 Rep Stan Ina YES Code FBC2004RPI20D2 WB 0. 00 Minix) Hon( 71) - 0.00 Harz(M) Wind(LL) 0.00 3n/ a n/a 24 >999 360 weight I I lb LUMBER BRACINGTOPCHORD 2X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. LUMBERBRACING BOT CHORD2X4SYPNotBOTCHORDRigidwilingdirectlyappliedor10-0-0abracing. TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 34)-0 a purliro. BOT CHORD2X4SYPNotBOTCHORDRigidailingdirectlyappliedor10-0-0 oc bracing. REACTIONS (('sire) 2-146N7-& 4-9NedannicnL 3a15/MechmidMax Hots 2=64(load ease 5) Max Upfift2- 124(loed ease 513-45(bad case 1) Max Grav 2-146(loed case IL 4-1&load case 2), 3-17(loed ease 5) FORCES (lb) - Maximum CompressiorVMaximum Tension TOPCHORD 1- 2-0l20,2-3-41/10 BOT CHORD 24-4/4 NOTES 1) Wind: ASCE 7-02; 120mph (3-umnd gust); h-15ft; TCDL=6.OpsF. BCDL=6.Opsf CategoryB: Exp B: enclosed; MWFRS gable end mane; Lumber DOL-133 plate grip DOL-1.33. 2) *This min has been designed fin a 10.0 psf boamn lardlive load noncmxcarent with my other live bads. 3) This truss require plus inspection per the Tooth CountMethod when dds truss is chosen for quality assurance inspection. 4) Refs to girder(s) for truss to ram annectiom. 5) Bearing idjobd(s) 2 amides parallelto grain value using ANSMI I angle to grain formula. Building designs should verify capacity of bemhng surface. 6) Provide mechanic armecion (by others) oftruss to hearing plate capable of widnstannding 124 Ibuplift atjoint 2 and 15 lb uplift u joint 3. LOADCASE(S) Standard REACTIONS (('sin) 3- 54Ms5mid, 2-207/0-74L 4-2YMcltmid Max Hort 2- 1420oad crate 5) Matt Uplifl3--77( load case 5). 24195(load ease 5), 4--23(load case 3) Max Cxav 3- 54(load case I ). 2-207(load case I L 4-51(loadcase 2) FORCES (lb) - Maximum CompressiorVMaximum Tension TOP CHORD 1- 2-M 2-3-54/19 BOT CHORD 24= 04) NOTES 1) Wind: ASCE 742; 120mph (3-second gust); h-15ft., TCDL-6.Opsf; BCDL-6.Opsf; Category 11; Exp B; partially; MWFRS gebk end now; cmtkverleft and right exposed; porch left and right exposed; Lumber DOL-133 plate grip DOL-133. 2) 'This tamhasbeendesignedfora10.0 psf bottom chord livebad nmmonamvu with my other live loads. 3) This trussrequiresplateinspectionpertheToothCountMethodwhenthistamischosenforqualityassuranceinspection. 4) Refs togirder(s) for tors to tam connections. 5) Provide mocha nit connection (by others) of truss to hearing plate capable of withstanding 77 lb uplift at joint 3, 195lb uplift at joint 2and23lbupliftatjoint4. LOAD CASE(S) Standard T.S. Chehal Licensed Professional Engineer 531 S. S. R. 434 Altamonte Springs, FL 32714 407-521-5557 - FAX 407-521-5434 PE 0040748 U C Job 2105 Truss Type ri PlyROOFTRUSSI1 6200 sOct I I rat sot Job Tara IT- Typ e ly IMY2105CJ3VSROOFTRUSS 1 Page 1 62W s Oer 11 too sot LOADING(pst) SPACING 2-M CSI DEFL in loc) VdeO Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 2-0 >999 240 M120 244/190 TCDL 10.0 Lumber Increase 125 BC 0.06 Vent(TL) -0.01 2.4 >999 240 BCLL 10.0 - Rep Sum Iota WB 0.00 Horc(11) .000 3 n/o IVa BCDL 10.0 Cade FBC20DV PI2002 Matrix) W;ndn r) 0.00 2 --•- 360 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4SYP Not TOPCHORD Smrwral wood sheathing directly applied or34-0 oc p rfbn. BOT CHORD 2 X 4SYP Not BOTCHORD Rigid wiling dinscrty applied or 10-0-0oc bmdrtg REACTIONS (Ib/sin) 3-50/Medi=c 1, 2-207/0.7-9, 4-25/Medanical Max Horz 2-117(load case 5) Max Uplift3-WIwd case 5), 2--129(load case 5) Max Gm, 3-54(lood cam I 2-207(load ease I 4-5 [(load case 2) FORCES (lb) - Maxim= Canpessim Maximun Tension TOP CHORD 1.2-(Y23, 2-3-5120 BOTCHORD 2.4-HY10 NOTES 1) Wind: ASCE 7-02; 120nph (3-uwrd gust); h-15ft; TCDLfi.Opsf: 13CDL=6.Opsf; Category D; Exp B; enclosed; MWFRS gable end one; Lumba DOL-133 plate grip DOL-133. 2) -This now has been designed for a 10.0 psf bottom chord live load rooamnctarerht with any other live Inds. 3) This tnm mqures pine man per the Tooth Count Method when this truss a chosen for quality a === inspc don. 4) Refer a girders) for truss to moss connections. 5) Bearing etjoint(s) 2 considers parallel to grain value using ANSVfPI I angle to grain formula. Building designer should verify capacity ofbearing surface. 6) Provide mechanical correction (by others) of arm to hearing plate capable ofwithstanding 54 lb uplift arjoint 3 and 129 lb uplift arjoint 2. LOAD CASE(S) Standard sox LOADINQpsf) SPACING 2-0.0115 CSI DEFL in VdeB Ud PLATES GRIPTCLL20.0 PlataIncrease TC 0.09 VergU -0.00 I-3 >999 240 MT20 244/190TCDL10.0 Lumber Increase 1]S BC 0.06 Va%M) -0.01 1.3 >999 240BCLL10.0 - RepStreas Ina YES WB 0.00 Horz(M) -0.00 2 a/a n/aBCDL10.0 Code FBC2004R I2002 Matrix) Witd(LL) 0.00 1 ---- 360 Weight 1016 LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathingdirectly appliedor 3-0-0 onpuriins. BOT CHORD 2 X 4 SYP Not BOTCHORD Rigid wiling directly applied or 10-0-0oc bracing. REACTIONS (Ib/sia) I-102/0-7A 2-7&Wcd ar icd, 3-25/MedtmdeJ Max Rorz 1-95(lood case 5) Max Uplift la13(lood case 5). 2-Mload case 5) Max Gm 1-102(load case IL 2-76(lood case 11. 3-51(load case 2) FORCES (lb) - Maximum Compressim'Maximum Tension TOP CHORD 1-2-M2 BOTCHORD 1-3-HY10 NOTES 1) Wind: ASCE 7-M: 120mph (3-second gust); h-15k TCDL-6.Opsf; BCDL-6.Opsf; Category D; Exp B; anelosed; MWFRSgableandzone; Lumber DOL-133plate grip DOL-133. 2) *This truss; has been designed for a 10.0 psf borom chord live load nonwncnam with any other live loads 3) This true requires plate inspection per the Tooth Cow Method when this arm is chosen for quality asswunce inspection. 4) Refer togirder(s) for truss to trusscounwrimst 5) Bearing as joint(s) I considers parallel to grain value using ANSVIPI I angle to gram formula. Building designer should verifycapacityofbearingsorfaw. 6) Provide mechanical cmaeaion (by others) oftrussto bearingplate capable ofwithstanding 13 lb uplift at joint 1 and 90 Ibupliftarjoin2. LOAD CASE(S) Standard T. S. Chehal Licensed Professional Engineer 531 S. S.R. 434 2 l3 0 Altamonte Springs, FL 32714 407- 521-5557 - FAX 407-521-5434 PE 0040748 I/ob TRUSS 19 I 1 6.200 s G1cr I LOADING(psf) SPACING 2.0.0 CSI DEFL in loc) Vdeft Vd PLATES GRIP TCLL 20.0 Penn Increase 1.25 TC 0.30 VergL1.) .0.02 24 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 125 BC 0.20 Vert(M) -0.06 24 >976 240 BCLL 10.0 . Rep Sum Ina YES WB 0.00 HwATI.) -0.00 3 n/a we BCDL 10.0 CodeFB0004/IPI2002 Matrix) W;Wn t) 0.03 2-4 >999 360 Weigh I8lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Strumaal wood sheathing directly applied or 5.0.0 oc pmlins. BOT CHORD 2 X 4SYP No.2 BOT CHORD Rigid ailing directly applied or 10"oc bracing. REACTIONS (lb/size) 3-124/ AcchaniesL 2-277/0-74L 4-45/Mcdutaial Max Hon 2-213(lood case5) Max Uplif3-166(load ease 5). 2-232(loedease 5). 4-4 1 (load rase 3) Max Cuav 3-124(lood eme IL 2-277(ioad case I h 4-9l(loW case 2) FORCES (lb) - Maximum Comprcssicr aximum Tension TOPCHORD 1-2-028,2.3--105146BOTCHORD24- M NOTES 1) Wind: ASCE 7.02: 120mph (3-second gust); h-15ft. TCDL-6.Opsf; BCDL-6.0p5f, Category 11; Exp B: psrially; MWFRS gable end cone: cantilever left and right exposed; porch left and right exposed: Lumber DOL-133 plate grip DOL-1.33. 2) -This truss has been designed for a 10.0 psf bomm chord live load nonconcurrent with any other live loads. 3) This trim requires plate inspection per the Tooth Count Method when this mess is chosen for quality assurance inspection. 4) Refa to girder(s) fm tam un truss dons. 5) Provide mechanical connection (by others) of tam to bearing plate capable of withstanding 166lb uplift at joint 3. 232 lb uplift at joint 2and 41 lb uplift atjoint 4. LOAD CASE( S) Standard Job Trucs T- Type 05 CJSS IROO RUSS 11 1 6200r Gkr1 woes aw = soc foes LOADING( psF) SPACING 24-0 GSl DEFL in la) VdeB Ud PLATES GRIP TCLL 20. 0 PlatoIncrease 125 TC 036 Vert(LL) .0.02 1.3 >999 240 Mm 2441190 TCDL 10. 0 LumberIncrease 125 BC 0.20 Vertfl`L) .0.06 1-3 >976 240 BCLL 10. 0 Rep Sum Ina YES WB 0.00 Hon(M) -0.00 2 n/a We BCDL 10. 0 Code FBC2004MI2002 Matrix) Wind(LL) 0.03 I-3 >999 360 Weigh 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Strucaual wood sheathing directly applied or 5.0-0 ocpurlins. BOT CHORD 2 X 4 SYP No.2BOT CHORD Rigid ceding directly applied a 10-" oc bracing REACTIONS (RVse) I=ISM7-8, 2-13614oc mniol, 3M5/Medmoid Max Hon 1-175(load care S) MaxUpfift1- 127(load c 512--Ig2(lood case 5L 3--41goad case 3) Max Gray1- 182(load case I), 2-136(load case I).3-91(lood eee 2) FORCES (lb) - Maximum CompressioNMeximmn Tension TOPCHORD 1-2- 11052 BOT CHORD 1- 3-N NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h-15R; TCDL-6.Opsf; BCDL=6.OpaF Category 11; Exp B; partially: MWFRS gable end zone; cndi ver left and right exposed; porch left and right exposed; Lumber DOL-133 plate grip DOL-1.33. 2) *This true has been designed for a 10.0 psf bottom chordliveload nmrooncrrent with any other live loads. 3) This tam requires plate inspection per the Tooth Count Method when then tam is chosen fa quality assurance inspection. 4) Refer to girder(s) for min to min connections. 5) Provide mechanical connection (by other) of true to bearingplate capable of widwandmg 127 lbuplift at joint I, 182 lb uplift njoint 2 and 41 lb uplift atjoint 3. LOAD CASE(S) Standard T.S. Chehal Licensed Professional Engineer (^-_ 531 S. S. R. 434 Altamonte Springs, FL 32714 407-521-5557 - FAX 407-521-5434 PE 0040748 Job hat iruaiype Py MSWEST/MDbyDT2O15 2105 CJSV ROOF TRUSS 1Qty1 t) Job Referrnrs 6100, Oct 18 2003 M7ek Indmnia, Inc. Fri Jan26 16:19:0920D7 Pages 1 ova soo Ioo soo as• ra amfiy r I s0a sOa LOADING(psf) SPACING 2-0-0 CSl DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plata Increase 125 TC 0.23 Vert(LL) -0,02 2-4 >999 240 MT20 2441190 TCDL 10.0 Lumber inaease 1.25 BC 0.20 Vert(TL) -0.06 24 >947 240 BCLL 10.0 Rey Sims Ina YES WB 0.00 Hwz( L) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/IP12002 Matrix) Witd(LL) 0.00 2 •••• 360 Weight: 19lb LUMBER BRACING TOP CHORD 2 X 4SYP No.2 TOP CHORD Stmmual wood sheathing directly applieda5-" oc purlins. BOT CHORD 2 X 4SYP Not BOT CHORD Rigid ailing directly applied or 10-" a bracing REACTIONS (lb/size) 3-124/Mechanical, 2-272/0-7-& 4-43/Mecbmtiad Max Horz 2-171goad case 5) Max UpliO3--122(iond case 51. 2-4330ondcase 5) Max Grav 3-124(lod cue 1), 2-2770ond case 1J 4-91(bwdcase 2) FORCES gb) - Maximum Comprassion/Maximum Tension TOP CHORD 1.2-0(14, 2-3--W47 BOTCHORD 2.4--19(18 NOTES Wind: ASCE 7-02; 120mph (3-secadgust): h-15ft; TCDL=6.Opsf; BCDL=6.OpsF, Category 11: Erp B; enetosed; MWFRS gable end zone; Lumber DOL=133 plate grip DOL-1.33. 2) *This tram has been designed (or a 10.0 psf boaofn chord live load twrnco ncu meet with any other live loads. 3) This trussrequire plate inspection per the Tooth Count Method when this that ischosen for quality assurance inupeaion. 4) Refer to gi da(s) fa mess to that connections. 5) Beating atjoings) 2 considers parallel to grain value sing ANSVIPI I angle to grain formula Building designer amid verify capacity of bearing surface. 6) Provide mechanical connection (by others) ofthat to hearing platecapableofwidmmdirng 122 ib upliftatjoint 3 and 133 lb uplift atjoint 2 LOAD CASE(S) Standard Job Type ley Ply MSWEST/MDDyDT2O15 2105 Tnoa ITrussCJSVSROOF TRUSS 1 1 lob (tefwee 6,200 s Cc 18 Fri Jan 26 16:19:09 20D7 Page I soo foes r as • Cf) amfi! N A 7>a % sOar SOa r Plate Of ass : I:0-0-I5 LOADINQpsf) SPACING 2-M CSI DEFL in (lac) VdeO Ud PLATES GRIP LLTC20.0Plates Increase 125 TC 018 Vert(LL) -0.02 1-3 >999 240 M720 244/190 TCDL 10.0Lumber Irhaease 115 BC 0,20V-qn) -0.06 1-3 >947 240 BCLL 10.0 • Rep Stress Ina YES WB 0.00 Ha¢(TL) -0.00 2 ala n/a BCDL 10.0Cade FBC2004/fP12002 Matrix) W-d(LL) 0.00 1 '••• 360 Weight 16lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORDStnreaual wood sheathing directly applied or 540 oc puribu. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ailing directly applied or 104-0 ocbracing. REACTIONS ( Ibhi2e) I-187JO-7-& 2-1304echanieal. 3W3/Medumical Max Hoes I-140(lod case 5) Max Upli@I=31(load caseA 2--137(load case5) Max Gray 1-182(lod case I), 2-136(load case 11.3-910oad car 2) FORCES ( lb) - Maximum CompresimMaximum Tension TOP CHORD I-2-91/53 BOT CHORD 1-3-19119 NOTES 1) Wind: ASCE 7-02; 120mph (3-secondgust); b-15fL TCDL=6.OpsF, BCDL-6.Opsf; Category 11; Fxp B; enclosed; MWFRS gable end zone; Lumber DOL=133 plats grip DOL-133. 2) * This taus has been designed fa a 10.0 psf bottomchord live load rat with any other live loads. 3) This mat require plate mspecrion per the Tooth Count Method when this trust is chosen for quality assurance ispeaion. 4) Refer to girder(s) for arm to that connections. 5) Bearing at jobd(s) 1 considers parallel to grain value using ANSVM I angle to grain formula. Building designer should verify capacity of bearing surfaces 6) Provide mechanical pion (by others) of trusstobearing plate capable ofwithstanding 31lb uplift a joint Iand 137 m uplift at joint 2. LOAD CASES) Standard T.S. Chehal Licensed Professional Engineer 531 S. S.R. 434 Altamonte Springs, FL 32714 407-521- 5557 - FAX 407-521-5434 PE 0040748 Job m T—Type MSWEST/MDbyDT/2O15D1ri2105ITROOFTRUSSJQty1 Pty 1 Jab Relirenca 61100 a Oct 18 2005 MiTck 1,.hwie, lac, Fri Jan 26 16:IM 2007 Page I nnan ]tactFnY+] M amc tact sow fa •+tact r a am fi7 n n+ aI µl me n n +o 12 a.o atO +tact +r-+a+] 21Ja 12 ]Ow Yle0 !a0 i-t] — Plate Offsets X . 1:0.3-00-0- 4:0.1-I 0.3-8 6:0-2-00.348:04-000.6 12..0-5-O0.2.12 LOADINQpsf) SPACING 2-" CSI DEFL in (Ioe) VdeR Ud PLATES GRIP TCLL 20.0 Plan IncreaseI]3 TC 0.60 Vaa(LL) -0.10 12 >999 240 MT20 24NI90 TCDL 10.0Lumber Increase 1]3 BC 0.83 Ven(Tl-) -0.25 II-12 >999 240 BCL. 10.0 • Rep Strm Ina NO WB 0.53Horz(11) 0.10 8 de n/a BCDL 10.0Code FBC2004/IM002 Matrix) Wind(U) 0.14 12 >999 360 Weight 123 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not • Except• TOP CHORD Structural wood sheathing directly applied or 2.10.14 oc 4. 6 2X6 SYP No.l Dpurlirm BOT CHORD 2 X 4 SYP No.2 BOT CHORDRigid ailing directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 -Except- 5- 12 2 X6 SYP No. ID SLIDER Left 2 X 4 SYP No.2 1.9.9 REACTIONS ( lb/si]x) 1-1878N-4-0, 8=I485&3-8 Max Harz Im43(lood case 3) Max Uplift1-805(lood case 5), 8=-583(load case 6) FORCES ( Ib) - Maxi atnn Carapac 9mJMmcimmn Tension TOPCHORD 1-2>3259/1398,2.3z3204/1408,3-15=-3322/1490,445=-325 U1501,4-5-3539/1615, 5fia353&11613, 6. 16=-2633/1116, 7-16-271011106, 74-2906/1144 BOTCHORD 1-I4-1187/2 40, 13-14a11872740, 12-13-130913004. 11-12-9002413, IO-I1>9492521. 9- 10=-9492521, &9-9492521 WEBS 3-14z35B1.3-13-247/392, 443-18&441, 4-12--457/911.5.12-370/303.6-12=-780/1422, 6.11-11258 7- 11-137/115, 7-9W/115 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second ghat); b-151t TCDL-6.Opsf BCDL=6.0psF, Cnrgwy 11: Exp B; enclosed: MWFRS gable end mne; Lumber DOL-133 plate grip DOL-I33. 3) Provide adequate drainage to prevent water pooding. 4) * This inn has been designed for a 10.0 psf bottomchord live toad noncenarrern with any other live loads. 5) This trussrequires plateinspection per dueTooth CantMethod when this trussis chosm for qualityassuranceinspection. 6) Provide ncrbmtial connection (by odes) of trussto bearing plate capable of withstanding 905 lb uplift at joint I and 593 lb uplift njoint 8. 7) Girder can hip end with 12-6-0 right side utbecli 6-" left side setback, and 740 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Waid(s) 917 lb down and 511 lb up at 9-2-0, and 464lb dawnand259 lb upat 6+0 onbotttmt chord. The design/selectionof suchconnectiondevice(s) is the responsibility of others. 9) In the LOAD CASE(S) seetio n, loads applied to the face of theantis at noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lunnba Increaser 1.25, Plate hicrease- 1.25 Continued on pap 2 Job Type Ply 2105 IT- 02 IT- JQtyROOFTRUSS1 1 IMSWESTIMDbYDT/2015 Job Re2rerrm 6.20sOct 18 2005M7ek Industries, Ime Fri Ln 26 16:19:102007 Page 1 sea w ftwo u-v na.o W4 uro Ko ufx Gas. 4 r= f amffT °' a,rxa sf fa a 1 ff r, s+o nae xfwo 1 ewe 4s0 GOO PlateOffses X 1:0-2-12,0.1-3 5:0-5-t0-2-07:0.2-Io0.1-8 LOADING( psf) SPACING 2-" CSI DEFL in (hoc) I/deff Ud PLATES GRIP TCLL 20.0 Plato Increase 1.23 TC 0.34Vert(LL) -0.IS 7.8 >999 240 MI'20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.55Vert(m) -0.43 7-8 >601 240 BCLL 10.0 1 Rep Stress Ina YES WB 0.13 Horz(TL) 0.047 n/a rr/a BCDL 10.0 Code F80004/IY12002 Minix) Wind(LL) 0.10 7-9 >999 360 Weight 104 lb LUMBER BRACING TOP CHORD 2 X 4 SYPNo.2TOP CHORD Structural wood sheathing directly applied or 4.10-0 oc purlins BOTCHORD 2 X 4 SYP No.2BOTCHORDRigid ailing directly applied or 1044 oc bracing. WEBS 2 X 4 SYP No3 SLIDER Left 2 X 4 SYPNot 24-3 REACTIONS(Ib/ size) 1=96l&".7=86l&3.8 Max Harz 1-79(load case 4) Max Upliftl 235(load ease 5). 7a 235(load case 6) FORCES (lb) - Mazammn Compression/Maximum Tension TOP CHORD 1.2a1359A49, 2.3d1254/373, 3.11-1146(315, 4-1 1=-1(r7/329, 4.5=-1002/30& 5-&-1196034, 7=-1432/ 388 BOTCHORD 1. 10--MI122,9.10>118/1027,8-9-119/1027,7-8-243/1224 WEBS 3. 40z201/204, 4-10=-68/303, 5.10-429/65, 5.8=-I 1(Y392.6-8=-305242 NOTES 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7.02; 120mph (3-second Bustk h=15R TCDL-6.Opsf; BCDL=6.Opsf; Category II; Exp B: inclosed; MWFRS gabs end zone; Lumber DOL- 133 plate grip DOL- 1.33. 3) Provide adequate drainage to prevent water pwxhn& 4) •This truss has been designed for a 10.0 psf bosom chard live load ronconcunent with any other live loads. 5) This truss requires plate inspection per the Tooth Cant Method when this truss is chosen for quality asn rmha inspection. 6) Provide mechanical connection (by others) of tom to brining plate capable of withstanding 235 lb uplift at joint I and 235 lb uplift aijoinl 7. LOAD CASE( S) Standard Job Tom Type Ply 2105 IT- 03 ROOFTRUSS 1Qty 1 IMSWEST/MDbYDT/2015 3 Jab Rdw m 6.200 f Oct 13 2005 M7ek Industries, hoc. Fri Jan 26 16:19:11 2007 Page I Kfa 9y0 1K0 fa+12 1K0 Kfl f- Gf ?O Kfx >J W ufe' la i rfl= rue na ro f f .roe e a= rf= a=rn Kll 9J- 0 flat1a-12 Tb0 K11 f0+ 1N K12 SJJ Plate Offsets X 1:0-0.40-2-8 3:0.1-I 0-1-8 4:0-5-40-2-0 6:0.1-40-1-8 7:0-3-Io0.2-08:0.3-&0-1.8 10: 0-2-Iz 11:0.3-00.2.11 LOADINQP50 SPACING 24)- 0 CSI DEFL in (loc) Udeff Ud PLATES GRIP TCLL 20.0 Plates Increase1.25 TC 0.79 Vetu) -0.12 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(M) -031 8-10 >934 240 BCLL 10.0 1 Rep Sam hha NO WB 0.51 Horz(TL) 0.09 7 do Wit BCDL 10.0 Code FBC20DAM12002Matrix) Wmd(LL) 0.14 8-10 >999 360 Weight 400lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except. TOP CHORD Structural woodsheathing directly applied or 5-1.10 oc purlins I42 X 4 SYP No. lD BOT CHORDRigid ailingdirectly applied or 104-0 a basing. BOTCHORD 2 X 6 SYP No.l D WEBS 2X 4 SYP No3 SLIDER Left 2 X 4 SYP No12.5-15 REACTIONS (Wsia) 1= 899&04-0, 7-%l5&3-8 Max Horz 1= 86(load case 4) Max Upliftl=-2383( lood case 5). 7425270ond case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1. 2a14125/3698,2.3414089/3732,3-13-11091/2927,4-13-11059/2945, 4-5-9986f1689, 5.14-410162933,& 14-110732910. 6.7-15483/4070 BOTCHORD 1-15=- 323(/12340, 15-16=-32.30/12340. 12-1663230/12540, 12-17-3230/12340, 17-18-3230/12340, I I-I8- 3230/12340, 10.11-2524/10054, 10-19--3552/1378& 9-19-3552/13796. &9-3552/13786, 8-2Dz3552/13786, 20-21-3552113786, 7-21-3552113796 WEBS 3.12- 75813117,3-1142823/858,441-125314751,4-10z287/113,540-1235/4754,6.10--446611289, 6-g-929/ 3802 NOTES 1) 3- ply tom to be connected together with IOd Common(.148'x3') Nails as follows: Top torts connected as follows: 2 X 4- I now at 0-9-0 oe. Bosom chords connected as follows: 2 X 6 - 2 rows at 0.5-0 oc Webs connectedas folowr. 2 X 4 - I row at 0-9-0 oc 2) All loads me considered equally applied to all plies, except if roved as front (F) or back (B) face 6t the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise bdicatrd. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 742; 120mph (3-sewed gust); h-I5ft; TCDL-6.OpsF, BCDL-6.Opsf; Category 11; Exp B; mclosed; MWFRS gable end zone; Lumber DOL=133 plate grip DOL-133. 5) Provide adcM,- drainage to prevent waver ponding. 6) This aim has been designed for a 10.0 psf b000mchord fiveload wnomnemens with my other live Rods. 7) This truss requires plate inspection per the Tooth Cant Method when this tom' f hspec i . 8) Provide mechanical connection (by others) of truss o bearingplate capableof wi tPBY.IWI s a lomt 1 and 2527y 3 lb uplift asjoW 7. 0 Licenced Professional Engineer 531S. S.R. 434 Altamonte Springs, FL 32714 con an page 2 PE 0040748 Job Trm Truss Type JQty Py MSWEST/MDbyDT2015 2105 03 ROOF TRUSS 1 3 , Iteferxm 6.200 s Oct 18 2005 NbTek Indrstrio, Inc. FriJan 26 16:19:11 2W7 Psge 2 NOTES 9) Hanga(s) or othm can nection dcvice(s) shall be provided sufficient to support cancemmacd load(s) 1398 lb down and 370 Its upat 1.0-12, 1398 Ib down cord 3691 up at 3-0.IZ 1398 Ib down and 369 Ib up at 5.0.12, 1398 Ib down and 369 Ib up at 7-0- 12, 1398 Ib down and 369 Ib up at 9-0- 12, 1398 Ib down am 369 thupat 9. 7.4, 1398 Ib dawnand 369lbup at 11-74, 13981b down arc 369 Ib up at 13.7-4, 13981b down and b 369Iup at15-74, 1398 Ib dowo and 369m upm 17-7 mid 1500 Ib down and 393Ib up at 19.74, and 1418 lb down and 357 lb up at 21-64on bosom droll The design/selection of suetconnection device(s) is the respaslbiliry ofadx= LOAD CASE(S) Standard 1) Regular. Lumber Inaease-1Z, Plane Incteautt1.25 Uniform Loeds (pl0 Van: 1-4- 60,44=-60.5-7-60, 1a=20 Concentrated Lands (lb) Vert 7-1418( F) 9-1398(F) 12a1398(F) 11-1398(F) 10=1398M 15-1398(F) 16-1394n i7-1398(F) 18w-1398M 19a1398(F) 20-139&M 21-1500(F) O° r—Type Oh Pty 2105 1— E1 ROOF TRUSS I 1 I3 IMSWEST/MDbyDT/2015 Job Refimree 6. 200 s Oct 18 2005 Ivb7ek ldtmies, ImFri J. 26 16:19'.11 2007 Page 1 rot >a+ saw ro+ race r.ro- rx race rootrace r-rote as -ran. n n Li N II i racex- s- e sra a- w rot =era F r-rotr. w ran ran r.aa xoa . Plate Offsets : 2: 0.5-80-2-0 LOADINQpsf) SPACING 2. 0-0 CSI DEFLin (be) Vdefi Ud PLATES GRIP TCLL 20.0PlateIncenseI.73 TC 0-56 Vert(LL) -0.07 11 >999 240 SMO 2441190 TCDL 10.0LumberInctease1.25 BC 0.57 Vert(m) -0.18 11 >696 240 BCLL 10.0 Rep Sons 1= NO WB 0A9 Ho zM) 0.03 8 n/a r a BCDL 10.0 Code FBC2004/IPI2002 Matrix) Wid(LL) 0.09 11 >999360 Weight169lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly appliedor6." oc purfim. SOT CHORD 2X6SYPNo.ID except end cmcals, WEBS 2 X 4 SYP No3 BOTCHORD Rigidceiling d' 8 Y appliedor 104-0 a bracing. REACTIONS(lb/sixe) I-30"M-7.8,8-3=111-7.8 Max Hors 1- 43(load case 5) Max Upliftl--1 150(bed case 5). 8>1071(load ease 4) FORCES (lb) - Maximum ComprrssiorvMaximom Tension TOP CHORD 1- 2--584712186, 2-3-9345/3499, 3.14-11235/4010, 4.14--11235/4010, 4-15-10280r3538, 545--10280f3538, 5- 6-599WO19, 6.74911/307, 7-8-281/107BOT CHORD1-1641896/5029, 13-16-I896/ 5029, 12.13--1949/5176, 11.12--3581/9628, 1041--3955/11113, 9-ID=-334019698, 8-9-2019/5995 WEBS 2.13--285/J95,2-12a1715/4597, 3-12s844/245,3-11a501/1821,4-11-196,364,4-IOa944/498, 5.10-05/173Z5.9-4079/1455, 6.9n781/2419, 641-5572JI876 NOTES 1) 3-ply truss to be connected together with I Od Comnron(. 148'Sc3' Nails as follows: Topchords connected as follows: 2 X 4. 1row, w 0.9-0 m Bottom chords caunectedafollows: 2 X6- 2 rowsat 0.7-0 m Webs connected as follows: 2 X 4- I now at 0.9-0oc. 2) All loads are consideredequally appliedto all plies, except ifnoted asfarm (F) or back (B) fan intheLOADCASE($) s cdmPly to Ply com- Ions lovebeen provided todisuibute only loads noted as (F) or (B), unlessotherwise indicded. 3) Wind: ASCE 7-02; 120mph (3-second gust); h-15f1; TCDL-6.Opsf, BCDL-6.Opsf, Category H; Fxp B; enclosed; MWFRS gable end core; Lumber DOL-1-33 plate grip DOL-133. 4) Provide adequate drainage to preventwater paling. 5) ' This has been designed fora pert psf bottom droll live load camctnt with any other five loads. truss 6) This true require plane inspection per theToothCormsMethodwhenthisttrussischosenforqualityClityassuranceinspection, 7) Provide mechanical connection (byothers) oftros to hearing plate capable of withstanding 1150 lbuplift atjoint I and 1071 8. lb uplift atcries h 8) Girder carries hiptendwith0-0-0rightsidesetbxk, I-7-8 kftside setbad4 and 24)-0 end setbad:. ! 0 9) Hanger(s) or other connection davioc(s) shallbeprovidedsufficientasupportrtconcenaatedload(s) I81Ib d¢Fn6'j'b e h a at1.1.13, 19091b down and943 lbupat3.1-8, 1014 lb down and323 Is up at 5.0-12, 161 lbdo. and 3 ,,b%t 7-0-I Z and 1202 lb down and 361lbupat9-0.12, and11 lb down and 6 lb up at 1.7.8 ,,pro fe s s io n a I Engineerdesign/selection ofsuch connectiondevice(s) isthe responsibilityofothes. 531S . S.R. 434 LOADCASES) Standard AltamonteSprings, FL 32714 Continued on pM2407-521-5557 - FAX 407-521- 5434 PE 0040748 Job Truer 1T— Type jQty jPty WESTIMDbyDT/2015 2105 EI ROOF TRUSS 1 3Ref 6.200 s Oct 18 2005 MITek Indsaim Inc Fri Jan 26 16:19:11 2W7 Pega 2 LOAD CASE(S) Standard 1) Regular. Lumber btacase-125. Plate Inctease-125 Uniforto Loads (pin Vert 1.2-60, 2.7a51(F-9). 1-13-20, 8.13—17(F-3) Consaltrated Londe (lb) Vert 13-11(F) 12--1909(F) 11—I014(F) ID--1265(F)9-1202(F) 16--181(F) Job Tr® Tam Type 2105 E.11 ROOF TRUSS 0 O.axl S lJe1 1a LW] MI1Cx IMIna I i t-rat t-ram LOADING(PSO SPACING 24.0 CSI DEFL in bc) Wall Ind PLATES GRIP TCLL 20.0 Pales humne 1.25 TC 0.09 Verqu) .0.00 2 >999 240 W120 244/190 TCDL 10.0 Lumber Increase I. 5 BC 0.02 Vert(m) -0.00 2 >999 240 BCLL 10.0 1 Rep Strew hum YES WB 0.00 Horzkn) -0.00 3 n/a n(a BCDL 10.0 Code FBC2W4Rpt2OO2 Matrix) Whal(LL) 0.00 2 111- 360 Weight: 7lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Soucmal wood sheathingdhactlyappliedor 1-74 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ailing directly applied or 10-0-0oc bracing. REACTIONS (INsize) 2-154/D.7.8, 4-15/MeduadcaL 3-21/Med mic I Max Horz 2-Rload case 5) Max Uplift2--117(lood raseA3=19(load case6) Max Gray 2-154(load cax 1). 4-31(loadcase 2), 3-210oad case 1) FORCES (lb) - Maximmn CompmmiodMaximum Tension TOP CHORD 1-2-07, 2-3-34/6 BOT CHORD 2-s-90 NOTES 1) Wind: ASCE 7-02; 120mph (3-semod gust); b-I5f4 TCDL-6.Opaf; BCDL=6.OpsQ Category U: Fxp B: axlosed: MWFRS gable end zone; Lwnber DOL-133 plate grip DOL-1.33. 2) 'This tam has been designed fm a 10.0 pafbodorn chord live bad nmwn nerd with any other live loads. 3) This mat requires plate inspection per the Tooth Count Method when this tnm is chow for quality assurance inspection. 4) Refer to girtla(s) fat mat to tam connections. 5) Pmvide mechanical connection (by others) oftnm to beating plate usable ofwidvxa ding 117 lb uplift atjoint 2and 19 lb uplift atjoi nt 3. LOAD CASE(S) Stwxhad T.S. Chehal Licensed Professional Engineer -- 531 S. S.R. 434 Altamonte Springs, FL 32714 407-521-5557 - FAX 407-521-5434 PE 0040748 3 rnm Type Qty Ply 1OOFTRUSS 3 1 6.200 s Oct 1; wo son LOADINQpsf) SPACING 2-0-0 CSI DEFL in loc) VdeB Ud ESPLATGRIP TCLL 20.0 Planes increase I]S TC 0.12 Vert(ILL) -0.0024 >999 240 KM 244/190 TCDL 10.0 Lumber Increase 125 BC 0.06Vut(7L) -0.0124 >999 240 BCLL I0.0 ' Rep Stan Incr YES WB 0.00Horz(M) -0.003 n/a o/a BCDL 10.0 Code FBC-1004MI2002Matrix) Wind(LL) 0.00 24 >999 360 Weight I I lb LUMBER BRACING TOP CHORD 2 X4 SYP Not TOP CHORD Structural wood sheathing directly applied ar 3-" oc purlms. BOT CHORD 2 X4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACnONS ( lb/si ) 3-S"lerbmiol, 2-207&7-8, 4-25/Mechanic l Max Hors 2-142(lood are 5) Max Uplift3477(load caseA 2-185(lood case A 4-23(loed case 3) Max Grav 3-Woad case 1), 2-207(load cue I). 4-5l(load case 2) FORCES ( lb) - Maximum Cmnptcssmaa/Maximum Tension TOP CHORD 1-2-M 2-3-54/19 BOTCHORD 2-4-M NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h-1511; TCDL-6.OMf,, BCDL-6.Opsf, Category 11; Exp B; partially; MWFRS gable end zone: cantilever left andright exposed; porch left and right exposed; Lumber DOL-133 plate grip DOL-1.33. 2) • This truss has been designed for a 10.0 psf bottom chord live load nonconctarau with my other live lands. 3) This tam requirepine inspection per theTooth Count Method who this tus is chosen forquality assuranceinspection. 4) Refer to gvda(s) for tam to tam conaectiots. 5) Provide mechanical connection (by others) of tramto bearingpate capable ofwithumding77 lbuplift atjoint3, 195 Ib uplift at joint 2 and 23 lb uplift an joint 4. LOAD CASE(S) Standard ROOFTRUSS coo B LOADING( psf) SPACING 24)-0 CS] DEFL in loc) VdeB Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Ven(LL) -0.10 24 >817 240 MT20 244/190 TCDL 10.0Lumber Increase 1.25 BC 0.41Vert(n.) -0.242.4 >327 240 BCLL 10.0 ' Rep Stress Lou YES WB 0.00Horz(TL) -0.003 n/a nla BCDL 10.0 Code FBC2004(IPI2002 Matrix) Wbd(IL) 0.14 24 >547 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.l DTOP CHORD Structure] wood sheathing directly applied to 6-0-0ac purfias. BOT CHORD 2 X 4 SYP Nol BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS ( lb/sin) 3-18WAerhmrdcaL 2-353/0.7-8, 4-65/Mcehmical Max Hart 2-277(laed case 5) Max Uphft3--23l(lood case 5), 2-289(lood case 514--58(load case 3) Max Gm 3-1Kload easeI), 2-353(load ease I1. 4-131(load case 2) FORCES ( lb) - Maximum ComprtviaJMaximum Tension TOPCHORD 1.2-U28, 2-5-14110,3-5-II3/69 BOT CHORD24=0 NOTES 1) Wind: ASCE 7-02; 120mph (3-wood gam); h-15ft; TCDL-6.Opsf, BCDL-6.Opsf; Category 11; Exp B; partiality; MWFRS gable end zone: cantilever left and right exposed ; porch left and right exposed; Lumber DOL-1.33 plate grip DOL-133. 2) . This truss has been designed for a 10.0 psf bottomchord live load nonconcu e m with my other live loads. 3) This truss require plane inspection per the Tooth Count Method when this truss a chum for quality assurance inspection. 4) Refer to girder(s) fo tausto truce corrections. 5) Provide mechanical connection (by other) of trussto bearing plate capable of withumding231 lb uplift atjomt 3,289 lb uplift atjoint2 and 58 lb upliftatjoint4. LOAD CASE(S) Sandmd T. S. Chehal Licensed Professional Engineer -- 531 S. -S.R. 434 Altamonte Springs, FL 32714 407- 521-5557 - FAX 407-521-5434 PE 0040748 4 2105 'EJ7V ROOF TRUSS I13 1 6.200 s t-0O { >bta 1 LOADINQPsf) SPACING 2.0-0 CSI DEFL in loc) VdeO Ud PLATES GRIP TCLL 20.0 Pales Increase I JS TC 0.53 Vert(LL) -0.10 2 1 >792 240 MT20 244/190 TCDL 10.0 Lumber It ean 1.25 BC 0.41 Vert(m)-0.25 24 >317 240 BCLL 10.0 ' Rep Sum lncr YES WB 0.00 Horz(M) -0.00 3 n/a o/a BCDL 10.0 Code FBC2004/rK2002 Matrix) Wind(U) 0.00 2 •'-- 360 Weight 24 Ib LUMBER BRACING TOP CHORD 2 X4 SYP Not TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purli s. BOT CHORD 2 X4 SYP Not BOTCHORD Rigid ceiling directly applied or 10-" ocbracing REAL iONS(lb/size) 3-I98IMecI ieal,2-35310.7-9,4-65/Medmical Max Harz 2-219(lood ease 5) Max Uplift3=-I65(bad case 5), 2d1510oad case 5) Max Crrav 3-185(bad case I ), 2-3530oad ease I1. 4-131(load ease 2) FORCES (lb) - M=irnurn Comprmion'Meximum Tension TOPCHORD 1-2-r24,2.5a1l6/0,3-5--WI BOT CHORD 24-25a5 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gus* b=15ft; TCDL-6.Opsf; BCDL-6.0psf. Category U; Exp B; enclosed; MWFRS gable end wne; Lumber DOL-133 plate grip DOL-1.33. 2) 'This tom has been designed fma 10.0 psfboom chard live bad moconcttrrent with my otherlive loads. 3) This tom requires plate bWectico per the Tooth Carau Medved when this teas ischosen far quality assurance inspecriw. 4) Refa to girder(s) for truss to was eameaions. 5) Bearing mjoint(s) 2 considers parallel to grain value using ANSVIPI I =We to grain formula Building designer should verify capacity ofbearing smfine. 6) Provide rnnedmnicel connection (byothers) of truss tohearingplate capableofwithstanding 165 lb uplift atjoint3and 151 Ib uplift arjoint 2. LOAD CASE(S) Standard Tom Tom Type HJt ROOF TRUSS 1 MSWEST/MDbyDT2015 LOADINQpaQ SPACING 2-0-0 CS' DEFL b bc) VdeO Vd PLATES CRD' TOLL 20.0 PLm Increase I_ TC 022 Ver4LL) -0.00 2 >999 240 MT20 24MI90 TCDL 10.0 Load. Increase 1.25 BC 0.03 Vat(fL) -0.00 2 >999 240 BCLL 10.0 Rep Suess Ina NO WB 0.00 Horz(M) 0.00 3 o/a da BCDL 10.0 Code FBC20041r D112 Matrix) Wud(LQ 0.00 2 >999 360 Weight 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 2-2-1 ocpurluts. BOTCHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-M ocbracing. REACTIONS (lb/size) 3s5YMedmnicaL 2-164/).10.10, 4-35/Medmnical Max Horz 2426(lood case 7) Max Uplift3-55(lood case I). 2-170(bad case 3), 4--16(bad ease3) MaxGrav 3-72(bad case4 2-16400M car I ), 4-35(lood ease 1) FORCES (lb) - Maxinum Compression/Maximmn Tension TOP CHORD 1-5-VA 2.5-022, 2-3-23/30 BOTCHORD 24-M NOTES I) Wmd: ASCE 7-02; 120mpb (3-second gtw); h-15tL• TCDL=6.Opsf; BCDL-6.Opsf,Category U; Exp B; enclosed; MWF'RS gable end zone; Lumber DOL-1.33 plate grip DOL-133. 2) -This true has been designed fora 10.0 psf broom chord live load nwnconemeat with any other live beds. 3) This men requires plate inspection per theTooth Como Method when this men is chosen for quality assta inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechnniml connection (by others) of am to hearing plate capable ofwithsta ding 55 Ib uplift at joint 3,170 lb uplift atjoint 2 and 16 lbuplift at joint 4. 6) Inthe LOAD CASE(S) section. loads applied to the face ofthe trussme noted as bunt (F) or backB1 LOAD CASE(S) Standard 1) Regular. Lumber locreasr-1.25, Plate Increase-125 Unifonn Loods (PIO Vet 1-5-.60 Trapezoidol loads(pl0 Vat: 2A9(F-5. B-6}so-4=L57(Fa IS, B-IS) T.S. Chehal Licensed Professional Engineer 531 S. S.R. 434 Altamonte Springs, FL 32714 407-521-5557 - FAX 407-521-5434 PE 0040748 4 2105 TROOF TRUSS Type I Pty 1IMSWEST/MDbyOT2015 LOADINQpsf) SPACING 2-0-0 CSI DEFL in loc) VdeB L/d PLATES GRIP TCLL 20.0 Plain Increase I25 TC 010 Vert(LL) -0.01 24 >999 240 MT20 24MI90 TCDL 10.0 Lumber Increase 125 BC 0.11 Vat(M) -0.02 24 >999 240 BCLL 10.0 ' Rep Sows Irma NO WB 0.00 Hon(TL) -0.00 3 Ida nVa BCDL 10.0 Code FBC20041PPI2002 Matrix) Wind(,) 0.00 2 "" 360 Weight: 15 @ LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 4.1.7 ac pu dirm BOT CHORD 2 X 4 SYP Not BOTCHORD Rigidailing direly applied or 10" ocbracing. REACTIONS (16Isize) 3=57/MedmnichL 2-178AF4-15, 4-2&U= mnicaI Max Horz 2=75(load case 3) Max Uplift3-37(l adcase 3), 2=-139(mad cas: 3) Max Cray 3=57(load case I 2=178(load case IL 4=63(load car 2) FORCES (lb) - Maximum CompressionwMaximum Tension TOP CHORD 1-2=027, 2-3a23/13 BOT CHORD 24=010 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL-6.Opsf, BCDL-6.0psf, Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=133. 2) 'This tam has been designed for a 10.0 psfbottom chord live load nerhconavrnent with any other live loads. 3) This tam requires plate inspection per the Tooth Count Method when this tam is chosen for quality asswmm inspection. 4) Refer to ginsr(s) fa truss to tam connections. 5) Provide mechanical connection (byothers) of tam to bearing plate capable ofwithstanding 37 lb uplift atjoint 3 and 139 Ib uplift atjoint 2. 6) In the LOAD CASE(S) saxiaa loads applied to the faux ofthe tam are noted as firm (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Inaemw 1.25, Plum Increase-1JS Uniform loads (pin Vert 1.2--60 Trapezoidal I -A (pll) Vert: 2=-3(F=28, B-7S)- -3d62(F-1, 8-I), 2=-0(F=10, B=10)-m4-21(F-4, B=O) Type 1Qfy Ply iF TRUSS 5 1 6.200 s Oct I LOADINQpsf) SPACING 2-" CSI DEFL in too) Vdefl Ud PLATES GRIP TCLL 20.0 Plata Increase I M TC 0.57 Ven(U) .0.03 5-6 >999 240 MT20 2441190 TCDL 10.0 Lumber Increase I BC 039 Vatf11) .0.07 5.6 >999 240 BCLL 10.0 Rep Stress mcr NO WB 031 Hoa(7L) -0.01 5 der n/a BCDL 10.0 Code FBC2004/fPI2002 Motrix) Wmd(LL) 0.06 5.6 >999 360 Weight: 41 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural woodsheathing d'uealy applied or 64-0ocpmlins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ailing directly applied or 6.9-8 ocI irhg. WEBS 2 X 4 SYPNo3 REACTIONS (lb/size) 4=15YMedwhicaL 2=512/040.10, 5s337/Medhmhic I Max Harz 2=282(load case 3) Max Uplift4z200(load case 3). 2=454(lond one 515=-394(load case 3) FORCES (lb)- Maximum Carpressior&hutimum Tension TOP CHORD 1-2-M7, 2.74754/671, 74l- 6 7/695, 3-8=-665/673, 3-9-81/24, 9-10z4W 1, 4.10-77/43 BOTCHORD 2.11=-80N662,11-12-4061662,6.12=-80616646.13-4W662,S13a80N662 WEBS 3fi-129/294, 3-5-719/975 NOTES 1) Wind: ASCE 7-02: 120mph (3-wind g=); h=15f : TCDL-6.Opsf, BCDL-6.Opsf; Category U: Exp B: pertially: MWFRS gable end zone; cantilever left and right exposed ; poach left and right exposed; Lmtber DOL-133 plate grip DOL-133. 2) 'This rum has been designed for a 10.0 psf boaam chord live load concoocmtau with any other Uve loads. 3) This an= requires plate inspectionper the Tooth Crum Methodwhenthis rumis chosen for quality assurance inspecion. 4) Refer to ginde (s) forrum totam connections. 5) Provide mechanical connection (by others) of tram to hearing plate capable ofwfthvandmg 200 lb uplift atjoint 4, 454 lb uplift atjoint 2 and 394 lb uplift atjoint 5. 6)'Nailed' indicates 3.1Od or 2.12d oommon wire toenails. 7) In the LOAD CASE(S) section, hinds appliedto the face ofthe trussare noted as front (F) or back (B). LOAD CASES) Standard 1) Regular. Lumber htamsr-1.25, Plate Increase-125 Uniform Lords (pl0 Vert: 14-60, 2.5=-20 Concentrated Loads (lb) Vert: 8=12(F-6, Bfi) 10-427(F=-64, 3=-64) I I=22(F=I1, B=11) 12-11(F-5, B- 5) 13-51(F-25, B=-25) T.S. Chehal Licensed Professional Engineer 531 S. S.R. 434 Altamonte Springs, FL 32714 407-521-5557 - FAX 407-521-5434 Job Trras Trim Type 2105 IHJ7V IROOF TRUSS Qty Pty IMSWEST/ MDbyOT/2015 1 1 lob a. (ootiwul) 6200 s On 18 2005 MiTek Industries. lac Fri son sat2 «sot LOADINQpsf) SPACING 2-0-0 CSI DEFL in toe) VdeO Ud PLATES GRIP TCLL 20.0 Plates In 1.25 TC 0.48 Ven(LL) -0.04 6 >999 240 MRO 244/190 TCDL 10.0 Lumber Inaeax 1.25 BC 0.51 Vcn(M) .0.I 1 5-6 >999 240 BCLL 10.0 • Rep Sum Inc, NO WB 0.46 Horrftl.) 0.02 5 n/a Min BCDL 10.0 Code FBC2004/fP12002 Matrix) Wbtd(LL) 0.06 6 >999 360 Weight 40lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 54-12 oc purlins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid wiling directly applied or 7-34 oc bracing. WEBS 2 X 4 SYPNoJ REACTIONS (ffihia) 4-167/Mcchnnic 1.2-524M-3$ 5-359/Meebatic l Max Hors 2-223(load case 3) Max Upli@4-458(knd case 3). 2a237(lond case 5). 5--161(lo d case 3) FORCES (lb) - Maximum Compression/Mmimum Tension TOPCHORD 1-2- 21,2-7—I343/575,7.8--1295/615,3-84124U600,3-A84/26,9-ID--42732. 4. 10--62/46 BOT CHORD 2-11-716/1221, 11.12-709/1222, 6.12--708/1232, 6.13=-723/1216, 543-719/1232 WEBS 3.6-0(290.3.5-12061706 VOTES 1) Wind: ASCE 7-02; 12(kmph (3-second gust); h-15th TCDL=6.Dpsf., BCDL=6.Opsf; Camgory 11; Eap B; enclosed; MWFRS gableendmate; LtmtbaDOL-133 plate grip DOL-1 J3. 2) -This tam has been designed for a 10.0 psfbottom word live hood nonc warren with soy other live loads. 3) This tnm requires plats inspection per the Tooth Count Method when this tam is cltwen for quality assurance inspection. 4) Refer to girder(s) for tam to mat wnnecias. 5) Bening atjoints) 2 considers parallel tograin value using ANSVTPI 1 angle tograin formula Building designershould verily capacity ofbwsing surface. 6) Provide mechanical connection (by others) ofarm to hearing plate capable ofwiihsta ding 158 lb uplift at joint 4, 237 lb uplift atjoint 2 and 161 lb uplift at joint 5. 7) ^Jailed"indicates 3-I0d or 2.12d common wive toe -nails. 8) In the LOAD CASE(S) seaion, loads applied to the fie of the arm are noted as Rant (F) or bads (B). LOAD CASE(S) Standard 1) Regdar. Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plo Vert: 14--60, 2-5--20 Concentrated Loads (lb) Vert 84IO(F-6, B—I6) 10--145(F-.64, B-81) 11-22(F-I I, B-11) 12--11(F--5, Bz5) 13-53(F-25, Bs27) T.S. Chehal Licensed Professional Engineer 531 S. S.R. 434 Altamonte Springs, FL 32714 407-521-5557 - FAX 407-521-5434 PE 0040748 l City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407-330-5656 Fax: 407-328-3859 PLAN REVIEW RESPONSE Date: February 14, 2007 Contact Person: Scott Contact Phone Number: 407-702-4843 Contact Fax Number: 407-330-2547 Contact E-mail Address: Reference Number: Project Description: Single Family Residence Job Address: 1614 Mulberry Ave The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes must be submitted on the original submitted format. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. STRUCTURAL S-1 Check the load path and the connector for uplift for truss A17. MECHANICAL M-1 Per Manual J and the Florida Plumbing code the winter outside design temperature shall be not higher than 38 degrees. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thorne at (407) 330-5686 or fax to (407) 328-3859. You may also contact me by E-mail at thornew(slci.sanford.fl.us. OFFICE FORM 60OA-2004R EnergyGauge© 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lemon Res///o>eL -j pry Builder: MSW Inc. Address: 'C 2 Y, A-va , Permitting Office: SAW FOr City, State: 5'#ElL{tc,k L t ` 327 -j 1 Permit Number: 07-/ dUp Owner: of Jurisdiction Number: Climate Zone. Central I. NCI\ Construction oresi.tinL. Nc%% 2. Sinulc talllll\ oI rnuhl-finnlll\ Sinalc lanlll\ Number of unils. It Ill llltl-1 illll d\' I 4. Numberol"Bedroonts 4 5. Is this a worst case? No 6. Conditioned floor area (IV) 2105 li' - 7. Glass lypel and area: (Label read. by 13-104.4.5 if nol default) a. U-factor: Description Area or Single or Double DEFAULT) 7a(Sngle Default)259.3 Ill b. SFIGC: or Clear or Tint DEFAULT) 7h. 7'int)259.3 ft' 8. Floortypes a. Slab -On -Grade Edge Insulation R=0A. 208.0(p) 11 b. N/A c. N/A 9. Wall types a. Concrete. Int Insul. Exterior R=4.1. 1198.7 ft' _ b. Frame, Wood, Adjacent R=1 1.0, 230.0 I'll c. N/A d N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 2125.8 ft' b. Under Attic R=30.0, 148.0 ft' _ c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AFI(Scalcd):Garage Sup. R=6.0. 1.0 n h. N/A 12. Coolinc scaems a. ( cilll:ll 1:161 h. N, A c. N/A 13. Heating systems Cap: 36.0 1,13111 hr SEER: 13.00 a. Electric Heal Pump Cap: 36.0 k131u/hr HSPF: 8.30 b. N/A - c. N/A PLANS REVIEWED --_ 14. Hot water sysr)TY OF SAWNFORD a. Electric Resistance Cap: 50.0 gallons _ EF: 0.90 b. N/A -- c. Conservation credits FIR -Heat recovery. Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan. CV -Cross ventilation. HF-Whole house fan, PT -Programmable Thermostat, hI/_-C-Nlultizone cooling. MZ-FI-Alultizone healing) Glass/Floor Area: 0.12 Total as -built points: 26616 PASSTotalbasepoints: 26625 I hereby certify that the plans a this calculation are in com Code. PREPAREQ. BY: DATE: 7) C( h I hereby certify that this t compliance with the Flor r DATE: tfications covered by with he Florida Energy 11 14,,-',7- is i 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: I Predominant glass type. For actual glass type and areas, see Summer 8 Winter Glass output on pages 284. EnergyGauge® (Version: FLRCSB v4.5) y OF THE STqp,O f COD lME Jy •: FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , JA l%LZFF PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC1 Ornt Len Hgt Area X SPM X SOF Points 18 2105.0 24.35 9226.0 1.Single, Tint S 1.0 6.0 32.0 39.84 0.94 1203.0 2.Single, Tint W 1.0 6.0 48.0 47.90 0.97 2226.0 3.Single, Tint W 1.0 4.0 7.0 47.90 0.92 306.0 4.Single, Tint NW 14.0 7.8 40.0 33.43 0.57 758.0 5.Single, Tint W 14.0 7.8 33.0 47.90 0.44 688.0 6.Single, Tint N 1.0 6.0 16.0 24.46 0.97 381.0 7.Single, Tint E 1.0 4.3 13.3 53.27 0.93 658.0 8.Single, Tint E 1.0 8.0 32.0 53.27 0.99 1684.0 9.Single, Tint E 1.0 3.0 12.0 53.27 0.86 548.0 10.Single, Tint E 9.0 2.5 6.0 53.27 0.36 116.0 11.Single, Tint E 9.0 9.8 20.0 53.27 0.55 586.0 As -Built Total: 259.3 9154.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 230.0 0.70 161.0 1. Concrete, Int Insul, Exterior 4.1 1198.7 1.18 1414.5 Exterior 1198.7 1.90 2277.5 2. Frame, Wood, Adjacent 11.0 230.0 0.70 161.0 Base Total: 1428.7 2438.5 As -Built Total: 1428.7 1575.5 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 1.Adjacent Insulated 18.0 1.60 28.8 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 28.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2273.8 2.13 4843.2 1. Under Attic 30.0 2125.8 2.13 X 1.00 4528.0 2. Under Attic 30.0 148.0 2.13 X 1.00 315.2 Base Total: 2273.8 4843.2 As -Built Total: 2273.8 4843.2 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 208.0(p) 31.8 6614.4 1. Slab -On -Grade Edge Insulation 0.0 208.0(p 31.90 6635.2 Raised 0.0 0.00 0.0 Base Total: 6614.4 As -Built Total: 208.0 6635.2 INFILTRATION Area X BSPM Points 1 Area X SPM Points 2105.0 14.31 30122.E 2105.0 14.31 30122.6 EnergyGauge® DCA Form 60OA-2004R EnergyGauge(VFlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge© 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , Y)tL) rE4P-Y LE— 5,WJ,J ( P, . Ft,-52.77JPERMIT #: I BASE AS -BUILT Summer Base Points: 40044.7 Summer As -Built Points: 39088.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints System - Points) DM x DSM x AHU) sys 1 Central Unit 36000btuh ,SEER/EFF(13 0) Ducts Unc(S),Con(R),Gar(AH),R6 0(INS) 39089 1.00 1.08 x 1.150 x 0.95) 0.260 1.000 11980.3 40044.7 0.3250 13014.5 39088.8 1.00 1.179 0.260 1.000 11980.3 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge&RaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , vL ,'G u ,1/jj FZW/ PERMIT#: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Point 18 2105.0 9.11 3452.0 1.Single, Tint S 1.0 6.0 32.0 10.88 1.01 351.0 2.Single, Tint W 1.0 6.0 48.0 13.80 1.00 663.0 3.Single, Tint W 1.0 4.0 7.0 13.80 1.01 97.0 4.Single, Tint MN 14.0 7.8 40.0 15.30 0.99 606.0 5.Single, Tint W 14.0 7.8 33.0 13.80 1.11 504.0 6.Single, Tint N 1.0 6.0 16.0 15.38 1.00 245.0 7.Single, Tint E 1.0 4.3 13.3 13.04 1.02 176.0 8.Single, Tint E 1.0 8.0 32.0 13.04 1.01 419.0 9.Single, Tint E 1.0 3.0 12.0 13.04 1.03 161.0 10.Single, Tint E 9.0 2.5 6.0 13.04 1.32 103.0 11.Single, Tint E 9.0 9.8 20.0 13.04 1.15 299.0 As -Built Total: 259.3 3624.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 230.0 1.80 414.0 1. Concrete, Int Insul, Exterior 4.1 1198.7 3.31 3961.7 Exterior 1198.7 2.00 2397.4 2. Frame, Wood, Adjacent 11.0 230.0 1.80 414.0 Base Total: 1428.7 2811.4 As -Built Total: 1428.7 4375.7 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 1.Adjacent Insulated 18.0 4.00 72.0 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 72.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2273.8 0.64 1455.2 1. Under Attic 30.0 2125.8 0.64 X 1.00 1360.5 2. Under Attic 30.0 148.0 0.64 X 1.00 94.7 Base Total: 2273.8 1455.2 As -Built Total: 2273.8 1455.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 208.0(p) 1.9 395.2 1. Slab -On -Grade Edge Insulation 0.0 208.0(p 2.50 520.0 Raised 0.0 0.00 0.0 Base Total: 395.2 As -Built Total: 208.0 520.0 INFILTRATION Area X BWPM Points Area X WPM Points 2105.0 0.28 589.4 2105.0 0.28 589.4 EnergyGauge® DCA Form 60OA-2004R EnergyGaugeS/RaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGaLlge®4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , Mtx,9C-.eRY rl FL 571 71 PERMIT #: BASE AS -BUILT Winter Base Points: 6806.0 Winter As -Built Points: 9457.5 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 36000 btuh ,EFF(8.3) Ducts: Unc(S),Con(R),Gar(AH),R6.0 9457.5 1.000 1.068 x 1.160 x 0.95)3.411 1.000 4577.1 6806.0 0.5540 3770.5 9457.5 1.00 1.177 0.411 1.000 4577.1 EnergyGauge'" DCA Form 60OA-2004R . EnergyGauge®/RaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge© 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , IVIPe A CJ</Z c%FL Sc•' 7%1 PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedroors Ratio Multiplier 4 2460.00 9840.0 50.0 0.90 4 1.00 2514.67 1.00 10058.7 As -Built Total: 10058.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 13015 3771 9840 26625 1 11980 4577 10059 26616 PASS p4 HE ST47, Ok Urrr . rx p `, t' X4o4 EnergyGauge"I DCA Form 60OA-2004R EnergyGauge®/RaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge© 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , U` C- 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/s .ft. window area .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between. windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, char soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat 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 non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked ci breaker electric or cutoff as 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 efficient 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 R-19. Common walls -Frame R-11 or CBS R-3 both sides. TComngs-Min. monnceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2004R EnergyGauge&RaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.2 The hip her the score, the more efficient the home. Nc%% c nlstl'11C11011 01• C.Nktine Nv%\ 2. Single I':mlile or multi -family Single I•anlih• _ Numberofunits, it' multi -family I -- 4. Nunn her of Bedrooms 4 -- 5. Is this a worst case'! No -- 6. Conditioned floor area (tit) 2105 111 -_ 7. Glass typel and area: (Label reyd. by 13-104.4.5 ifnot defaull) a. U-factor. Description Area or Single or Double DEFAULT) 7a(Sngle Del'ault)259.3 fN b. SI-IGC: or Clear or Tint DEFAULT) 7b. Ti nt)259.3111 8. Floor Hypes a. Slab -On -Grade Edge Insulntion R=0.0. 208.0(p) Ii b. N/A c. N/A 9. Wall types a. Concrete, Int Insul. Exterior R=4.1, 1198.7 111 b. Frame, Wood, Adjacent R=11.0, 230.0 111 -- c. N/A d N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 2125.8 111 b. Under Attic R=30.0. 148.0 i't1 _--_ c. N/A 11. Ducts a. Sup: Une. Ret: Con. AH(Sealed):Garage Sup. R=6.0, 1.0 fi b. N/A 12. 1'oolill L S%.'Iellls a. t'cnlral I'nil h. N/A c. N/A 13. bleating systems n. Electric bleat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heal pump) 15. I V AC credits CF-Ceiling fan, CV -Cross ventilation. HF-Whole house fan, PT -Programmable Thermostat. NIZ-C-Alultizone cooling, hiZ-H-Mullizone heating) np: 36.0 klilu hr SEER: 13.00 Cap: 36.0 k131u/hr HSPF: 8.30 Cnp: 50.0 gallons EF: 0.90 I certify Utat this home has complied with the Florida Energy Efficiency Code For Building F V"E Sr, ConO Constructionthrough ° abo 'e lerg) savin features which will be installed (or exceeded) , _ o in this home before t 1fSr1) A n. erwi • a cw -PL Display Card will be completed based on installed C I f s PA 3uilderSignaturDate: Z -- c7-rt•411 y Address ofNcss•Home: MULA, f' ._ City/Fl.Zip: Ci' jG7% •l CppWIE A' OTf': The home's estimated energy pevfor•nrauce scorn is old 'v available through the FLA RES computer program. 77ris is not a Building f itergt• Rating. /f t•our• scare is 80 at- greater (or 86 fora LDS l P.-I DOE EncrgvSiar/'`ilesigrration), troll• home nrav qualilvfor• energy efficiency mortgage (EI A/j incentives ifvou ohtaiu a Florida Energy Garrgc Rntiug. Con/ act the Energv Ganger Hotline at 3 21 '638-1492 or se e the Energv Gauge web site at www-fsec.ucf edu far information and a list of certifiedRaters. 1-,or information about Florida's Energy Ef c•iency Coda For Building Consnvction, contact the Department of Comnrtrnitv.•I/fains at 850-487-1824. I Predominant glass hype. For actual glass lype and areas. see Summer S Winter Glass out ul on pages 2&,4. Energ)GauV®R (Version: FLRCS113 v4.5) z: Pro ect Summary Job: LEMONRES/11,A0V - Z10S 7 Date: 2/8107 Entire House By: JLC DEL AIR HTG, A/C & REFRIG. INC 109 COMMERCE STREET, LAKE MARY, FL 32746 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Project• • For. MM W_ Nobes: pLANS REVIEWED CITY OF SANFORD Design Weather. Orlando, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 32 °F Design TD 1t8 °F DaiRelattivehumidity 50 % Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 37532 Bhrh Structure 27502 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Bluh Design temperature swing 3.0 °F Design heat bed 37532 Btuh Use rrlfg. data y Rate/svtnng multiplier 1.W Infiltration Total sees. equip. bad 27502 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Replaces 0 Internal gains 1200 Btuh Ventilation 0 Btuh Heatin Comingg& Infiltration 2201 Btuh 3961 BtuhArea (ft2) 27 Total latent equip. bad Volume (ft") 17866 17866 Air changes,4=r 0.50 0.25 Total badWcapaaty 31463 Btuh 2.9Equiv. A (cfm) 149 74 Req. at 0.80 SHR tort Heating Equipment Summary Cooling Equipment Summary Make C/RFUR Mahe CAFE TModel Trade Coil Efficiency 8.3 HSPF Efficiency 13 EER iriput Sensible Btuh I- eah Output 0 BtLh @ 47°F Latent coding77110000 Btuh Temperature rise 0 °F Total coding 35500 Btuh Actual airflow 1200 cfm Actual air fbw 1200 cfm Air flow factor 0.032 dmlBtuh Air flow factor 0.044 dm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space ftwTiostat Load sensible heat ratio 87 % Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrighltsoft Right -Suite Residential 5.9.10 RSR26013 2007-Feb-15 10:50:18 ACCA E:\Files\SSSPROPERTYENTERPRISE\LemonRes\LemonRes.rrp Calc = MJ8 Orientation = N Page 1 Right-J Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC no COMMERCE STREET LAKE MARY_ FL 32746 Phone: 407-831-2665 Fax: 407.333-3853 Web: WWW.DELAIR.COM Job: LEMON RES Date: 218/07 By: JLC Entire House BEDROOM 1 2 208.0 It 23D It 3 Ceiling he4y 8A ft d 8.0 ft helfcod 4 Roorndmarlsrs 12.5 x 105 ft 5 Finanam 2125.8 ft' 1313 ft' Ty Cor rc5on LHrire Cr HTM Area M Load Area M Load nrrba BtufYR1L°F) or pertnetw (ft) B) or pairrata (ft) B1t11) Heat Cod Gross LAPIS Had Cod Gross NPS Heel Cod 6 N 13A 4o[b OL148 n 4.74 296 1648 1030 0 0 0 0 0GtAhlon12Mn4OB42881160650461000 13A4ocb 0.148 a 4.74 296 330 247 1168 730 0 0 0 0 G 1Ahtorn 1270 a 4064 E0.93 13 0 542 812 0 0 0 0 011G1A.M. 12M a 40.64 6D93 32 0 1300 1950 0 0 0 G 1Ahtorn 12M a 40.64 7281 1 0 97 0 0 0 G 1Ah1om 1270 a 4084 7281 6 6 202 0 0 0 0 0 0 0G10Am100a53.44 960 1 1069 767 0.148 s 4.74 29631 1326 84 322 2Dt1344otb G 1Ah1om 1TO s 40.64 3193 1300 934 16 1344ocb 0148 w 4.74 296 300 1421 0 0 0 0 G 1Ahlarn 1270 w 40.64 6093 0 1951 0 0 0 0 G 1Ah1om 1270 w 4084 6093 7 0 294 426 0 0 0 0 G 1Ahlard 1270 w 4064 6093 33 33 1341 951 0 0 0 0 0 01344od10148rwv4.74 296 64 21 114 71 0 0 G lAhlorrd 127D rw 40&1 4854 40 0 1626 1942 0 0 0 0 q 12BOlow 0.097 310 1.07 248 230 7 245 100 10D 31 1137 LD 11JD 0600 n 1920 1872 18 18 346 337 0 0 0 0 C 161330ad onm 1.02 1.75 2126 2126 2177 3721 131 131 1 c 1613,10ad 0A32 1.02 1.75 IQ 148 152 25) 0 0 0 0 F 22W 1358 4346 000 0 208 i 9039 0 0 23 999 0 28899 20354 2417 1005 12 a) Infiltration 5221 1468 301 85 b) Ventilation c 0 0 0 13 Internal gaits: Ooapafs@ 23D 6 1390 0 0 AFplaioes@ 1210 2 180D 0 0 Lem exterrtalbad 0 0 0 0Lesstracer Rectisbtxrfim 0 1 0 0 14 SttkolaI 34120 29002 2717 1089 15 Ductbads 1Q'/o 109/6 3412 290D 10% 1 101/6 272 1 Total room bad 37532 27502 1 29891 IAFmqAred (cfm) 1200 1200 96 Nnto certified by ACCA tO meet all rer Ummer>>s of Manual J 8th Ed. wrr ghtSoTt Right -Suite Residential 5.9.10 RSR26013 2007-Feb-15 10:50:18 E:\Files\SBSPROPERTYENTERPRISE\LemonRes\LemonRes.rrp Calc = M.18 Orientation = N Page 1 Right-J Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 109 COMMERCE STREET. LAKE MARY. FL 32746 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: LEMON RES Date: 2/8/07 By: JLC 1 Ran. Ej . BEDROOM 2 BEDROOM4 2 Etposed wa1 14.0 ft 23.0 ft 3 Ce&V height 8.0 ft hadbod 8.0 ft heat god 4 Roandnasas 125 x 120 ft 125 x 12.5 ft 5 Roan am 150.0 ft' 156.3 ft' Ty Con9niction Lkalre Or HTM Area (ft Load Area (f12) Load nntla BtuMt *9 BhrhAPj or pairleter (ft) Bhh) Cr Painter (ft) Blf1) Fled Cod Gross W/S Had Cod Grcm UPS Fled Cod 6 Vil 1344ocir 0.148 n 4.74 296 0 0 0 0 0 G 1Ahlom 1ZM n 4=1 201 0 0 c 0 0 0 0 0 1344orb 0.148 a 4.74 296 0 0 0 0 0 0 0 G 1Ahlom 1270 a 40.64 6D93 0 0 c 0 0 0 0 0 11 G tAhlan 1270 a 4064 6D93 0 0 c 0 0 0 0 0 G tAhlan 1270 a 40.64 7281 0 0 1 0 0 0 0 0 G 1Ahlan 1270 a 4OB4 7281 0 0 c 0 0 0 0 0 G 10Am lm a 53.44 5688 0 0 0 0 0 0 0 13A40 b 0148 s 4.741 296 11 84 G 1Ahlorn 1270 s 4064, 3193 164 661 467 0 0 0 0 13A4ab 0148 w 4.74 256 0 0 0 100 249 G 1Ahlom 1270 w 40&l 6093 0 0 0 16 0 680 975 G 1Ahlan 1270 w 4064 6093 0 0 0 0 0 0 0 G 1Ahland 1270 w 4064 6093 0 0 0 0 0 0 0 134.4ocb 0148 rw 4.741 2960 0 0 0 0 G tAhlard 1270 rw 40641 4854 0 0 0 0 0 0 0 Fj 1280tHv 0097 al0 1D7 0 0 0 0 0 0 L_.D 11J0 0.600 n 192D 18.72 0 0 0 0 0 0 0 C 16B 10ad ODM 1,02i 1.75 1150 1 154 155 156 160 274 C 163,10ad OD32 1D2 1.75 0 0 0 0 0 0 0 0 F 2240 1358 4a461 1 1 i 1 OOD 0 14 608 a 0 999 0 E , 18i7 1014 2605 1746 12 a) InliiGration 401 11 659 185 b) Ve ifton 0 0 13 Internalgairs: Ooapats@ 23D 0 0 0 Appliabes @ 1200 0 0 0 0 L adwel bad 0 0 0 L trarsfer 0 0 0 Re brfiorl 0 0 0 14 Stbtld 7E8 1125 3244 1931 15 1 Dud bads 111001 10% 113 10% 10% 193 Trialroom bad 2495 1239 3591 2124 Air e-ped (rim) 11 go PnnbLA certified byACCA to meet all reg mements of Manual J 8th Ed. wr ghtsoTt Right -Suite Residential 5.9.10 RSR26013 2007-Feb-15 10:50:18 E:\Files\SBSP ROPE RTYENTERPRISE\LemonRes\LemonRes.rrp Calc = MJ8 Orientation = N Page 2 E"-O-lr Right-J Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 109 COMMERCE STREET, LAKE MARY. FL 32746 Phone: 407.831-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: LEMON RES Date: 2/8/07 By: JLC 1 Room, a. HALL BATH FAMILY RIM 2 EVosedwal 6.5 ft 295 It 3 Ceing height 8.0 ft he<ibod 8.0 ft heatbod 4 Rwndner 6.5 x 11.0 ft 21.0 x 13.0 ft 5 Room area 715 ft' 2730 ft Ty Cor>stnctio I LWalue Or HTM Area (ft2) Lced Area (ft2) load nnba wl3_°F) BU1AtT) Cr pe —tEr (ft) Bbh) ar perimeter (ft) Bt<h) Fled Cod Gross NIPS Had Cod Gross NDP/S Heat Cad 6 W 1344o(b Q148 n 4.74 2960 0 189 l—G 1Ah1cm 1270 n 4084 2881 0 0 c 0 0 0 0 0 lM40cb Q148 a 4.74 296 0 0 c 0 0 0 0 0 G 1A.hlon 12M a 4084 6093 0 0 0 0 0 0 0 1 j G 1A,htom UM a 40.64 6093 0 0 0 0 0 0 0 G 1Ah1cm 12M a 40&4 7281 0 0 0 0 0 0 0 G 1Ahlon 1270 a 4084 7281 0 0 0 0 0 0 0 G 10A.m 16M a 5144 5668 0 0 0 0 0 0 0 Vy 1344ocb 0.748 s 4.74 296 0 0 0 0 0 0 0 L—G 1Ahlon 100 s 40&1 3193 0 0 0 0 0 0 0 13AZb G148 w 4.74 296 E2 45 21 133 172 140 663 414 G 1Ah1cm 1Z70 w 40.64 6093 0 0 0 32 0 1300 199I) G 1Ahlon 1270 w 4084 6093 7 0 m 425 0 0 0 0 G 1Ah1ord._ 1270 w 40&4 6n93 0 0 0 0 0 0 0 yI 1344orb Q148 rw 4.74 296 0 0 0 0 0 0 0 L_.G 1Ahlond 12M rw 4064 4854 0 0 0 0 0 0 q 12BObw 0097 3,10 1D7 0 0 0 0 0 0 L—D 11J0 0800 n 1920 18.72 0 0 0 0 0 C 16B30ed Q032 1A2 1.75 72 71 125 273 C 16B30ad 0.032 102 1.75 0 0 0 0 27 27 28 4 F 22A-th 1358 43A6 i Q00 0 7 292 0 0 30 1282 0 Er d pe bkiain 8q 695 3M6 3079 12 a) Infibration 186 b) Ventilation 0 0 0 0 13 1, ton l gadim O= mils @ 230 0 0 4 Applibmes@ 1200 0 0 0 0 Lesse)dwdbad 0 0 0 0 Less ba da 0 0 0 0 0 0 14 Sibttal 1038 737 47D1 4235 15 Drdbads 10yo l0yo I 104 74 l0% 10'/0 470 424 Totalroom bad 1 11431 811 5171L 4 Airregraed (dm) 371 35 1651 Print De tW by ACCA tD meet all mq umments of Manual J 8Ih Ed. wr gF tso,Ft Right -Suite Residential 5.9.10 RSR26013 2007-Feb-15 10:50:18 40C,k E:\Files\SBSPROPERTYENTERPRISE\LemonRes\LemonRes.rrp Calc = MJ8 Orientation = N Page 3 Right-.1 Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 09 COMMERCE STREET. LAKE MARY. FL 32746 Phone: 407.831-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: LEMON RES Date: 2/8/07 By: JLC 1 Roan Hare g TONwalNO3CeI8.0 ft 0 ft heettad 4 Rmm 8.0 x 9.0 ft 28.0 x 120 ft 5 Roan am 720 ft' 3360 ft' Ty castilxtion Ll-value Cr HTM Area (ft Lced Area (ft) Load rurba or pearls (ft) l3tii,) or perr>eter (ft) eti 1) Heat Cad Gross WP/S Haet Cod Gross WP/S Fled Cad 6 y/ 13h4ocbllth OL148 n 4.74r 296 0 0 0 0 0 L—G om 1270 n 46k 2881 0 0 c 0 0 0 0 13A4orb 0.148 a 4.74 295 0 0 c0 0 0 0 0 G 1Ah1cm 1270 a 40.64 6093 0 0 0 0 0 0 0 11 G 1Ahlom 1270 a 404 6093 0 0 0 0 0 0 0 G 1Ahtan 1270 a 40.64 72B1 0 0 0 0 0 0 G 1Ahlom 1270 a 4064 7281 0 0 0 0 0 0 0 G 10Am 100 a 53.44 5668 0 0 0 0 0 0 0 YLG 1344ocb OL148 s 4.741 295 0 0 0 0 0 0 1Ahlon 1270 S 40.64! 3193 0 0 0 0 0 0 0 1148 w 4.74 296 0 0 0 0 0 0 0 G 1Ahlom 1270 w 40FA 6093 0 0 0 0 0 01344orb G 1Ahlom 1270 w 40.64 6093 0 0 0 0 0 0 0 G 14h1amd 1270 w_ 40.64 6093 0 0 0 0 0 0 0 0 13A4ocb 1148 rw 4.741 296 24 114 71 0 O 0 0 0 0G1Ahlard12M 0097 r1w 40$41 a10 4854 1.07 0 0 0 1626 1942 0 0 0 012B0t\ D 11JO OMD n 1920 18.72 0 0 0 0 0 0 C 161330ad OA02 1.02 1.75 72 72 74 125 336 C 168.30ad OLIM 1.02 1.75 7 7 7 12 34 34 35 F 2240 1358 43.46. 3 1 1 i 1 O.00 0 9 391 0 0 0 0 0 Envelope b-tj- 2211 2151 379 648 12 a) Infibabon 229 64 0 0 b) Vatilatim 0 0 0 0 13 Internal gainsz Ooapat5 @ 230 0 0 0 0 Appfaloes@ 1200 0 0 1 1200 Less exoe -dbad 0 0 0 0 Less transfer 0 0 0 0 Redlishbution 0 0 0 0 14 Stbblal 2440 M15 379 1848 1151 Dud bads 101yo 10% 244 222 10% 1oYo 38 185 Tdal roan load 2684 2437 41 2032 Ar _ped () 1 13 Prinhout certified by ACCA to meet all reglrirements of Manual J 8th Ed. wr-gF ftSofC Right -Suite Residential 5.9.10 RSR26013 2007-Feb-15 10:50:18 E:\Files\SBSP ROPE RTYENTERPRISE\LemonRes\LemonRes. rrp Calc = M.18 Orientation = N Page 4 Right-J Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 109 COMMERCE STREET. LAKE MARY, FL 32746 Phone: 407-831-2665 Fax: 407.333-3853 Web: WWW.DELAIR.COM Job: LEMON RES Date: 2/8107 By: JLC 1 Pbornrt3re MASTER EOM MASTERW1C 2 ExQosedmil 255 ft 5.0 ft 3 Ceiling heht 8.0 ft heeVxd 8.0 ft heetbod 4 Roandniffu rs 135 x 175 ft 14D x 5.0 ft 5 Fbcmarea 236.3 ft' 70.0 ft' Ty Castnxtion LLvaiue Or FfTM Area (fly Lcad Area Load rurba BUYft;°F) B¢rlvR'I or perimeter (ft) Bdh) or Perinder (ft) pt h) Fled Cod Gross NIPS Ft st Cad Gross ws Fled Cod 6 1344ocb Q148 n 4.74 2% w 124 0 357 40 40 189 11 G 1Ah1om 1270 n 40:64: 28B1 16 0 651 461 0 0 0 0 13A ccb 1148 a 4.74 296 0 0 0 0 0 0 G 1Ahlom 1270 a 40&t 6090 0 0 0 0 0 0 0 11 G 1Ahlom 1270 a 40.64 6093 0 0 0 0 0 0 0 G tAhtan 17/0 a 40.64 7281 0 0 0 0 0 0 0 0 G 1Ah1an 1270 a 40&1 7281 0 0 0 0 0 0 0 G 10Am 100 a 53,44 5568 0 0 0 0 0 0 0 13A4ocb 0.148 s 4.741 296 0 0 0 0 0 0 0Y_G lAhlan 1270 s 40&41' 3193 0 0 0 0 0, 0 0 lM4ocb Q148 w 4.74 296 64 31 92 0 0 0 0 G tAhlan 1270 w 40.64 6093 0 0 0 0 0 0 0 G 1Ahlom 1270 w 40&1 6093 0 0 0 0 0 0 0 G 1Ah1ard 1270 w 4064 6n93 1341 961 0 0 0 Vy 1344ocb 0.148 rw 4.74i 296 0 0 0 0 0 0 0 0 L-_G lghland 1zo rwv 4o&4: 4854 0 0 0 0 0 0 0 0 QL97 alo ID7 0 0 0 0 0 012B0b+o D 11J0 0.600 n 192D A72 0 0 0 0 0 0 0 0 C 1613.' W QDm 1.Q2i 1.75 414 70 70 72 123 C 16B IW 0032 1.02 1.75 24 24 25 42 7 7 7 1 F 22A4ph 1358 43.46 Q00 0 26 1108 0 0 5 217 0 1 Enveloped 4100 2326 486 253 12 a) Infiltration 730 205 143 40 b) Venftm 0 0 0 0 13 Internal gains: Ooapertis@ 23D 1 230 0 0 Applances @ 1200 0 0 0 0 Less exdernalbad 0 0 0 0 Less tra sk 0 0 0 0 Region 0 0 0 14 Sd*W 4M1 2761 629 15 Dict bads 10'/6 10% 1 483 276 101/6 10Y. 63 Total roan bed 5314 3038 692 air -OW (drn) 170 133 22 1 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr ghtsolFt Right -Suite Residential 5.9.10 RSR26013 2007-Feb-15 10:50:18 E:%Files%SSSPROPERTYENTERPRISE\LemonRes\LemonRes.rrp Calc = MJ8 Orientation = N Page 5 Right-J Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC na rOMMFRCF STREET. LAKE MARY. FL 32746 Phone: 407.831-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: LEMON RES Date: 2/8/07 By: JLC 1 MASTERE2 UVD04my d 29.0 ft 365 ft 3 Cei&V height 8.0 ft 10.0 ft heatbod 4 Poorn dna>scrs 14.0 x 9.0 ft 215 x 20.0 ft 5 R:)cm area 126.0 ft' 430.0 ft' Ty Cerstrudion U+r*JB Cr HTM Area (ft Loed Area (ft Load Rater B¢rWF) or pwTEter (ft) Btiit) ar P—V- (ft) eait) FbA Ccd Cross NIPIS Heel Ord Gross NIPS Heat Cad 6 VY 1344ocb 0.148 n 4.74 296 80 80 379 237 40 40 189 11 G 1Ah1an 12M n 40.64. 23B1 0 0 0 0 0 0 0 0 1344ab Q148 a 4.74 21% 120 107 5m 316 210 140 663 414 G 1Ah1Cm 1270 a 40.64 60.93 1 0 542 812 0 0 0 0 1I G 1Ah1om 1270 a 4064 6093 0 0 0 0 32 0 1300 1990 G 1Art1an 1270 a 40.64 7281 0 0 12 0 97 G to tan 1270 a 4084 7281 0 0 0 6 244 202 G 10A m 1HM a 5344 5666 0 0 20 1 1089 757 Q148 s 4.74295 32 1 0 0 0 013A4och G 1Ahlon 1270 s 40.64 3193 0 0 0 0 0 0 3A14ccb Q148 w 4.74 296 0 0 0 0 0 0 0 G 1Ah1an1270 w 40 646D90 0 0 0 0 0 0 0 G 1Ahlon 1270 w 4084 6093 0 0 0 0 0 0 0 G 1Ahlo nd 1270 w 40.64 63m 0 0 0 0 0 0 0 Q148 rw 4.74j295 0 0 0 0 0 0 t1344ocbG1Ahlomd12Mrwv4OB4. 4854 0 0 0 0 0 0 0 q 12BCba OL97 310 1A7 0 0 0 283 98 L— D 11J0 OBW n 1920 1872 0 0 0 0 0 0 0 C 16330M 0032 1.0211.75 1 125 121 221 430 431 C 16B,10ad Q032 1.021.75 13 13 11 23 36 36 37 63 F 2240 1358 43.461i 1 000 0 29 m a 0 37 1586 0 Envelope bss(gan2960 1703 6302 5240 12 a) Infibation 831 234 896 252 b) VwUm 0 0 0 0 13 Internal gains; Ooagatr @ 230 0 0 1 230 A @ 120D 0 0 0 0 Less adematbad0 0 0 0 LMSS 0 0 0 Redstribtrbon 0 0 0 0 14 S1bW 3811 19% 7197 50 15 Dud beds 10% 101/6 361 191 101/610% 7M 572 Tdat yarn load 4192 12130 7917 6294 Air - pled (dm) I 1 134 Pnnbout certified by ACCAtO meet all requirements Of Manual J 8th Ed. wr- ICRight-Suite Residential 5.9.10 RSR26013 2007-Feb-15 10:50:18 E:\Files\ SBSPROPERTYENTERPRISE\LemonRes\LemonRes.rrp Calc = MJ8 Orientation = N Page 6 Right-J Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC no rnMMFRrF STREET_ LAKE MARY. FL 32746 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: LEMON RES Date: 2/8/07 By: JLC 1 Fomtn3re LAUNDRY 2 Eposed wal 7.0 ft 3 Ceili1g height 8.0 ft haltod 4 Pimdrnaworr 7.0 x 105 ft 5 131anaree 735 ft° Ty CoWnction IjArcte Cr HTM Area (ft Lced Area Load nrrba B 'F) I or p (ft) W) I or payneter HA Cad I Goss WIS Heat Cad Gross WpI3 Heat Cad 6 1344ocb 0.148 n 4.74 296 0 0 G lAhlon 1270 n 4084 2BB1 0 0 13A4ocb 0.148 a 4.74 296 0 0 0 G 1Ahtan 1270 a 4084 6093 0 0 c 0 11 G iAhlon 1270 a 4084 6D93 0 0 0 G 1Ahlom 1270 a 40.64 7281 0 0 0 G 1Ahlorn 1270 a 40.64 7281 0 0 0 G 10A-m 1.670 a 5144 55 8 0 0 0 0.148 s 4.74; 296 0 013A4ocb G 1Ahlon 1270 s 40B4; 3193 0 0 13pZ b 1148 w 4.74 296 0 0 0 G 1Ahton 1270 w 4084 6393 0 0 0 G tAhlon 1270 w 4084 6D93 0 0 G lAhtard 1270 w 40.64 6093 0 0 0 y 13A4ocb 0148 rw 4.741 296 0 0 L—G lAhlond 1270 rw 4064 4854 0 0 0097 alo 1A7 11 4112B-Otw D 11JD 0600 n 192D la72 18 1 c. 16B3Dai 0D32 1,021 1.75 74 74 75 129 c 1613,10ad 0032 lA2 1.75 0 0 0 0 F 22A4ph 1358 43.46! i i 1 I ODD 0 7 304 12 a) Infiltration 0 0 b) Ventlabon 0 0 13 Internal gars: Ooapais@ 230 0 0 Appfanoa; @ 1230 1 6IDD Lessotmal bed 0 0 Less trastier 0 0 Redistribution 0 0 14 SLbtlal 843 1105 15 Drctbals layo 10'/0 84 111 Total roan bat gm 1217 Air- ed(cft) PrinhA certified by ACCA to, meet all requirements of Manual J 8th Ed. wrrgF tsofC Right -Suite Residential 5.9.10 RSR26013 2007-Feb-15 10:50:18 E:\Files\SBSPROPERTYENTERPRISE\LemonRes\LemonRes.rrp Calc = MJ8 Orientation = N Page 7 1. •.J i .. sli ._ 12 \ / 12' 91 4' 42X42 A/C SLAB BY BLDR M[N 2' FROM WALL p EXTERIOR OPENING DF-TAILS T"m 8111E NIAD&1a wo PRAMUM AWROVAL 0 1 wocmx %& arnasy mm?" m ale s M Irr1a w a t d AU~ RAM do 0cornra m a ca w M41-M 4Usnlapwr r{IM Ma laaa w FwAr" LM& o. 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LAYOUT TO ALL COMTRAOT09M 4,eM20 t 4 AALL FAr M.r r1 r,:+ gATf1 `daas wuo•Mu 6' ia`.,t lc rag 4• u 1 6mPI110m 3 6' ru r r: I10x6lwcd12' l55 lOxl lax10 ag or dec"GmI 8x4 lwcd I Ox06 lwcd 506, 5 a. o ws rN 4' dryer duct to roof cap OARAGE I I tavoaslo PICIO04 MOwrI r rav 4 Nam 4 i0x6 l wcd 105 10x6 Iwcd \/ _..: 90 KffCN I 16x 6 rag 1= 4 14x8 sM 275 24x1s rag LlVolb l-rxwrvMrrr. of aai IULLM No M. AATM 00101111100M 16xl6 rag T12x6!Iwcd 7 1\35 w 8x4 1 MATH w mm." 10x6lwcd 95 Nfr 3" both duct utone FLOOR PLAN Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. 0- 26.4 1 N m z O N W LLI Of F- PLANS N m z O N W LLI Of F- PLANS REVIEWED CITYOFSANFORDO N - t J W U D L Z C) j' EDO) o U 4 LLJ J CU ing o U W > r m z o z o D - 1 o D UJ Q Q m ILJ ( C) Q