The URL can be used to link to this page

1614 Mulberry Ave 07-1261 SFRPERMIT ADDRESS CONTRACTOR ADDRESS till PHONE NUMBER 'I U I - I V 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 Number L/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 Number 6 l err ve / 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: .r a) Square footage of crawl space or entlosure(s) &A sq it a) Square footage of attached garage 40 U -sq it b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 fool above adjacent grade L4 walls within 1.0 foot above adjacent grade _/4 c) 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-g below according to the building diagram specified in Item A7. 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 (`eel 1 ❑ 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 .-afeet ❑ meters (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) (Describe type of equipment in Comments) 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 Signature Date 9/Z/ -7 Telephone --1/0 7 3 Z q _ O FEMA Form 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 U 13.00 /00.00' LOT 25 g0 190. TNI5 PNO7NTY LIfS IN ION£ ACCONDIINC TO CIA v • lell9C �3III E OAf�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 TO aE W - ECEVATRON NLD - MAL AND OM But -BLOCK THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS OR UNRECORDED w - 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 - FENCE X-X'a LINE FL • POUT C • CRDIID RE ON DEAT M ON . REs - REBDBRLE PC - POUT a CURRVE OF 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- A 7 , 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 VIEWED Lp►N D A OR 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 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, 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 # DD629096 ly ry 25, 2011 _ Produced ID _Produced IDbuguy r Assot 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 � �'3s Date: 53 Description of Work: New RVAQ. SVS f eM `''/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 V 7wners Name &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 h 8 =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 Signature of Owner/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 h FtiC� 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 DEC I **s*#*##*#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 provided by Section 713.13(])(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-Y S and snbs�e�,ibed before me this /= :— Day of My Commission Expires: �;�.., o? y aDt� 7 H a merorl MYCOMMISSION# 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 of person acknowledged), 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 DD156630 Notary Signatnr Bonded By Netbnol Notory ��• I Pnnted Name �% -� Ortd+L — OLtta b 'Ir .OML 171 r.uni (U a� 8 „ OA aK tim p1t0L +. ppmp9pOQIRgq! 1f7QJpr'mTDr 1"K 'I�+mpall>y�0�,�1,0�/ar ®IlY l0'�� 1�1 ay�}I Orj Ia:ICId�� m ao.Im ve,+ o-.o rx pie • ram�a rar�R n. em AIRm m rm1 t0[a 6 CL/L rna 1 G aYY. tim mr poll w.OJaI. VOI >N l/! A7a11 1aImR WTOL LOM rU , aOA4] M fIWf {O � OOOL 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—Tvw rtat 1arAl,on 0Y Kim +wo[ a aN.v. tim rmau rA+Om. Do1a Fll �01 ... 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 1.61D 4 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. EA r tom .vr KO+ (a) $/I's MM m,.ai awnWADOW1aa 1 0 a114 uo ..L WNW- un Wvo. v� m, ri ruai amm Y naa rao .wurr. q wrma rat m m r m) nMa W1wan ra �[ 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 +m TID/ 1ptb0 F =it my U)1 (m wn rm am m tRi n aA a<v. nm r11t. au nort oamra t rr.m1 io a rtrt As.a ruoav >' 1r 1a. AwRn rmtan Roa.o� e r orv. 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�N�m $Ddl [t LM b O i L wmm oi i k n [ 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��1 TM a�b�ort r<c.o mm rn n[ una unn a. TEST LOADS: a36.0 PSF k -37.0 PSF. m 0 maw. Wmali m/wN crG gOta.t rrRa rtt ®mc. Clopayo+.n.a NOTED wa 16'011 . / 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 head 692W4 HCN-41 101781-Rev06 room track approved per HCN-126. Nylon -Tire rollers approved per ITR-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 of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s) referenced above. Certification of Independence of Evaluation Entity: I hereby certify that (1)1 have no financial interest in Clopay Building Products Company; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3) I comply with the criteria of independence as stated in 913-72.110 F.A.C. 'mgnaiure: Gary Pfu Florida P. E. No. 49850 Date: L / FLL.ORODA PRODUCT APPROOMAL 5678.8 F1LE: W4-16-C-PAN-F 14 1 -REvOO Therma-Tru • Premium Series Wood Edge In -swing Steel Door Maximum Size Up To 814 x 68 -ft�og'0- 3 0 0. �- &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 ID T 110 x 3/4' LG. DETAIL W io m PFH WS Note: 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 1 2- � L9• PFH WS (2)%8 X 2 1/2- ws SIB - c SEE DETAIL _ DETAIL 't —4 t 'EALUMINUM ASTRAGAL ALUMICYTTA• � � DETAIL ' _ — ' ATTACH ASTRAGAL THROW BOLT STRIKE ASKS OW L 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 & OXXO Gowd Dow"m The bad and janft am wood MORming 4.3" x 1.25- with M tended alpdd3, ftboa 71bedoor panda and sdef panda an end thick d MOM oftwoU MF (min md Owd to wood stow and mik vigh a urcdmm cam The Biased "files atrooted by Thenom-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 E330 Um� aum Ak Pkam. "me ROdmIM NY TAS 202 Fm � Emy ETC— Racheaw, Ny MIM 1! *41A AMU E331 I jTAIS *��ftmM * Wow pamumim ETC- Rochomr, Ny MY6. AMUEM Airbftrzdm EM ROdMW. NY i 2oltM OOLAWW=ib hmmacwhow is Ady6. 1� am cOndend a vriW&w mw—ft�-a' ftjL WIiml-I ade Smmy AN Sbnd p gIMW be doomdww&bdma*dL COMOgmmtkm mwdmm sin Design Up To VO x 6'9 Ratinp x m baneftf" wn AY r% dr% .— — — - -- I . . ........... ...... . ....................................... ::M-06- --75.00 1111 U11I)Tb6'Ox6'9 1 +40.00 + 63.00 -- 63.00 Double whh SkICHICS OXX0 I U +40. r 3.00 -V To 9'4 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 Desipm Loads for BmUftp and Otter S&OOOM dD not exceed the design I FUmcf4dophslad above. I For Masonry W3WbjjOw when the s*4m&,5 lea than sub-w� M1707.4.4.1 and 1707.4.4.2) 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 BETWEEN CONC-�-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.TAPCON 3/16 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'. D 2) 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 J VULKEM i i' .�-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, USE ANCHCP. 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 ASTM -13OG GLASS Z-ARTS. 8) LETTER-:5,C', =NS C% T-- 'APCQN :_OCATION CHART INOICATE �)HEP= 7--t=`=NC:-:G== A.-:: TO __ INSTALLED WHEN USING T-E J_ 9) ALL FAC7,DR., _--_.EO -=L -- NOT C==.;NAT_ -0 FOR tA.^-^CCN ANCHr,= 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 F . tI _�� I•_ r.:E LORIOA :XTRUOERS 1500 AND 2000 S_idE_ .iNG:: -. NG_. F I r' F�HE,?:':-:_.v _ INS -_':0 :.,4MA._:NRY ION OPENING WITH A L V/� ST a 1-1/4• MINA EM 3E DME.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 ED z.UFFIC!E�iT _:vC"� TO A`!-;=VE 1 -3; :" MIN. EMBEDMENT AT vI F1�1� FROM r Y r '�I "1=_'L-'-"�� ''cT_`::' L OCATICr•_ 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, INC IFLORIDA EXTRUDERS I`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 JA to. 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 BETWEEN WINOV' FLANGES MULLION -F A::-- F 7 N G SMS ``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 A A e, =�— iL1 x I - . � -,/16 X. 3/8 7lV'P,-C MULLION ONE 3 U C K E Y 0 7'riE R MTN. ENREZHEN 7, 4 HULL—N I G 00 Z: JAM3 (TYR) Q 1E T, A 1 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 S E C JN Q I #S X 1Stir- -12 r-INSTALLATIGN ANCHn-R 9 MM!MD* TAPPING cll''AS i 1/2 SELF CON TAPPING 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 X 1 1 , A a12 SELF-ASEALANT BETWEEN T =P-'NG SMS WINDOW FLANGES & MULLION A -A Li LIA- I- L —C FF 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 AC :TITLE. L S H.. E T c _j: r m L / 4 DRAWN BY: A.upRovp.n Py. 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 i 1 X2X 1 /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 TtBANCHORSL T4Sa 1 X4X 1 /8 T68ANCH0 ! : 1 X4X3/8 , 1 X4X3/8 T48L TUBEMULL! ! UBE 8 TUBE T6 CALL TIP -TO -TIP TUBE MULL :TUBE MULL ;TUBE MULL TUBE MULL 4 TUBE NCHo MULL TaeANCHORsL ; 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 t ! 89.21 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 1 H4 6 1 /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 I 134.69 121.26 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 1 83.09 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'LK BETVEEN 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 HEIGHT SECTION D—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.CXET DOCK 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 :_..�. %:+D 5J0 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^D VJYtNTIT _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 Tp S 51 PSF TO o i U. 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, X0 ,G00 _iX, XO � 60 X 6 6 6 � 8 8 S ^^ f- 9 8 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 7 50100 xx, 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 5 9080 ':!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 5 9050 xxx 106 5/'� 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 I 12 I 12 S i ° 8 4 4 4 4 4 `= IOObS 0XX0 119 5i3 X 80 �f 8 clxX01 1_�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 1201 I 14 1? t= t2 1% 7 V 8 •\� 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 ( 17 I��_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 Pool L'lectr•ical: New Servioe - # of AMPS i `;U Addition/Alteration a=go of Stuvice Tetapotaty pole Mechanical: Residential Non-Rasfdenha! New J`^((DuctLA�.� EMU � RepheM Plumbing/ New Commerdai: # of F'txttues # of Water & Sewer Unex _�# of Gan Lines Plumbtng/New Residential: # of Water Clown _;7_ Plumbing Repair - Residential or Contmacial Occupancy Type: Res*I -X— CMM=W Industrial Total Square Footage: 35 Construction Type # of Stomp Dwelling Flood Zoe ...� # of units: 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 AV6 �-," !A f�C Contractor Name &Address: �L 7 -Z I - M 5 . U)SST l i 1 G- lOP3 CiZ "k9Z- \/(Ede% FIBS 1 - � AI ) 2b is ! 327 '� ?, State License Number. C -A o- d 1� 7_rJ I Phone & FIM -4U T 3 3 p 7 T 41 Contact Person: —!5 phone �0 7 70 Z 4947, Bonding Company. 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 to do the work and installations as indicated. 1 certify that no wont or installation has oommenced ptia to the iswartee of a permit and tint all Worst will be performed to men standards of all laws MI laden cOlmn M in thin jwb&cdom I understand that a separate Permit apart be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILBRS. HRATBRS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I city that all ofthe foregoing mtliancewithapplicable _ corm cdm and Wiling. WARNING TO O YOUR FAILURE TO RECORD A NOTICE F COMMEdonNCEMENT MAY RESULTOUR PAYING TWICE FOR IMPROVEMBNTS 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 mstriic ions public records of this county, and there may be from other governmental a such " Water m Yon or federal agettciea Aeceptaece o t is the owner of the of 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 oa Me V DW RQu TROY 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: (laitial Due) (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 ` I 1 I 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 s Ocr I8 2005 bLTck IMhmiq lac Fri Jan 26 1618:531007 Page I 1>�4 »• roc ow .ao harm 1 ara a-1- o a s a..a ones .w LOO »• sssa aN 1w Kh •-ad � 1 i 1 •�• Ma KI 1f1 Hhl ram• tT a- mn ro+m n•u m� me aa- am(i7 s � r•w , w w.n sy �- -13 r hs 0 as = r n 31 a•n tor= a= ra= "'= a r a a a aru a- ta+ roc row hKo IKo ►t• ara »rro a-r n la ara 1 1 � Y• laQ JJa 060 KI M! 1 y Ma KKI Ha i�tr Ha2j[IO:o-4.O.o+Bb[I Plato Offsw(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.Ob p8:0.4-0.0.2.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 CHORD 2 X 6 SYP No.l D • Fxcepm• TOP CHORD Stnrcomal wood sheathing diiealy applied or 5413 oc puribn I-4 2 X 4 SYP No.3, 11-13 2 X 4 SYP Not BOT CHORD Rigid ailing dhudy applied or 3-1 I-15 oc brwi ng. BOT CHORD 2 X 4 SYP Not -Except- 6-2 1 2 X 4 SYP No3 WEBS 2 X 4 SYP No3 REACTIONS (lbhix) 13-1927/McclumicaL 2-25/0-7$ 21w5514J0.5-8 Max Harz 2.91(load toe 5) . Max Up1iRl1--8.3l(lod me 61 2-334(loed case 5121-2772(bed cose 4) Max: Gm 13-1929(load case IOL 2-52(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-ply truss to be connected together with I Od Common(. 148•S73') Nails as follows: Top quads connected as follows: 2 X 4 - I row at 0.9-0 oc. 2 X 6 - 2 rows at 0.9-0 on Bottom dorm connected as follows: 2 X 4 . I row at 0-9-0 toe Webs mmKard as follows: 2 X 4 - I row at 0.9-0 or. 2) All bads are Considered equally applied 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 been considered Ibr this design. 1) Wit: ASCE 7-02; IMarph (3aaond goa): h-151F TCDL-6.Ops1; BCDL-6.OpsF- Category II: Fxp SI endosed; MWFRS gable eon zone: porch left eikpmed; Lumber DOL-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 live bd ooncaoammt with my other live loads. 1This trussrequires plate inspection per to Tooth Coon Method when this truss a chosen for quality assurance inspecdon. 1) Refer to ginks(s) for true M tom armed. :mtmhued on page 2 PLANS REVIEWED CITY OF SANFORD ^� IAYw 01 RO�OFTTRUSS IQ" IP"2 NOTES 9) Povdc mechanical connection (by others) oftruss to beaming plane capable of widtssmding 831 Its uplift et )omt 13,334 lb uplift m joint 2 and 2772 lb uplift at j 21. l0) Girder an hip end with 7-0-0 cod setb=k 1 I)'Nailed• indicates 3-1Od or 3-12d common wire me -nails 12)Hanger(s) or other oommmioo devioe(s) shall be providad sufficam to support concentruacd bed(s) 513 lb down and 296 lb up at 37-14 and 513 lb down and Ib up m 7k0 o bodom cord. The dedgrn/selectimh of shrth eomeetion devices) 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) PLANS REVIEWED 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 1Qty 1 1 Job Ref- 6.200 s Oct IB ZOOS M1b7ck Industries, be Fri Jet 26 16:19:56 ZW7 Page I t�oq •a-f o-0o t]-.a n e►roH ]•+o F rwt ]a..•a aT-0 •••o � n � � 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 •••a n i MO Mti wf] wen w] era] eat Kf1 Ket Plate Offset (XYk rL-0-2.10,044b 4:0.6.0,0.24L 15:0.34,0.2.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 GRIP TCLL 20.0 Plates Increase 125 TC 0.76 Vert(LL) -025 14 >999 240 smo 2441190 TCDL 10.0 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 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 3-3-2 a pathos. BOT CHORD 2 X 4 SYP Not 'Except • BOT CHORD Rigid ailing dircedy applied or 3-2-3 a brain& 5-19 2 X 4 SYP No 3 WEBS 2 X 4 SYP 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) Provide mechanical connection (by others) of tom to brining plate capable of widtsta ding 311 lb uplift at join H. 394 lb uplift atjoint 2 and 973 lb uplift atjoint 19. LOAD CASE(S) Standard . Job Tram Typn 2105 AO3 IT- ROOF TRUSS 1Qty 1 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 ••.•a a � � t LOO QA• ►►e Wa MI !if fH K] aJ! wtt err• re f • • �� w to ►n ►t. rn r.n err e slat au ►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 are 1 � 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 Stress ES Incr YES WB 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 X 4 SYP No-2 TOP CHORD Strurnad wood sheathing directly applied or 24W oc poiBn. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ailing directly applied or 34-I5 a bracing WEBS 2 X 4 SYP No3 WEBS I Row at midpt 5-16 WEDGE Right: 2 X 4 SYP 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 OJ 2-411 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 de for 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 end zone; 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 plate mspa4m per the Tooth Cams Method when this tom is rJrosm fa quality essraaha inspection. 6) Refer an gint er(s) for tom to tnss connections. 7) Provide mechanical connection (by others) of truce to bearing plate capable of withstand 379 lb uplift at joint IQ 438 lb uplift atprnm2and 696lbuplift atjoint 17. T.S. Chehal LOAD 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 Fri J. 26 16:18:57 2W7 Pegs 1 1� «++w f+o vest +1.1a aaa raw r.d rfaa fade --'- star-+ ra ra by H mq Y= 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 IfF at 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) -026 I5 >999 240 T20 M244/190 TCDL 10.0 Lmbctlmease 125 BC 0.76 Vagn) -0.66 IS-17 >632 240 BCLL 10.0 • REP Stan 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 Not TOP CHORD Staveaaal .wad shmbirg d'reaty eppli,I m 2-945 oc purl' BOT CHORD 2 X 4 SYP Not *Except' BOT CHORD Rigid tailing din ctly applied or 3.1-7 oc 4.22 2 X 4 SYP No3 WEBS 2X4SYP 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$420--634a536,5-20--312/111,6.20-1810/595, &l9-WI85, 6.18345/I19$ 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 ahead live 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 to bearing plan capable of withstanding 349 lb uplift at joint 12, 472 Its uplift njomt 2 and 759 lb uplift njoim 22. LOAD CASE(S) Standard . 10t, Tnmlype Qry Ply 2105 IT= A05 ROOF TRUSS 1 1 IMSIVEST/MDbyDT/2015 Job Refevlro 62M f Oct 18 2W5 M+Tea Ivdmtriq Ina Fri Jam 26 Oil_ 20V/ Pegs I ,Hd uro +o+.v i +cod 1 naa »d + rf-\a stet a-� 1 c t 1 +ao uro «+w «+w -de we .dos aao \ace fee Ya \mfi! \ M rs w U )- Ott p0a \ ►a m x ro ma I n v tt as ma Y= I ) n n g S+ ma ra lye Jd tl0 ]IDf� Plate OfiEw -0.3-90-2-04.0-T a3-0 S:a a2-0 8:a a2-0 9:a1-I al-8 12:a4.Oa0-8 14. O.Og LOADINGps0 SPACING 2-" CS] DEFL in(loc) I/deft Vd PLATES GRIP TCLL 20.0 Plan Increase 125 TC 0.41 Vents) -032 14-I5 >M 240 MT20 244/190 TCDL 10.0 Lumber Ir>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 2 X 4 SYP Not except and verticals. WEBS 2 X 4 SYP No3-E=cpt- BOT CHORD Rigid ailing dimly applied or 5$-2 oc btsciu . lal 1 2 X 4 SYP Not WEDGE Left: 2.X 4 SYP No3 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 Weds ban been considered for this design 2) Wled: ASCE 7-02: 120mph (3seowd gust): 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 for a 10.0 psf bmtom chard live load 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 to SWcr(s) for trace to clan connections. 7) Bening at joint(s) 2 considers parallel to grain volts using ANSIMI I angle to grain formula Building designer should verify capacity of bearing s rf ace 8) Prwide mashy ical correction (by odaers) of turn m bearing plate of wi0atandmg 433 lb uplift at joint 2 and 358 lb upD11. T.S. �ehal CAS LOAD GSS(S) Standard Licensed Professional 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 lines A0S (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 N 1 � � coo sgno sba sins sac saa «ia -act srs f e i -fir ass nib ira • s ►n u re rs > f wn i sn i n q fir- 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 :0.3-90.2-0343-00-3-0 5:0.3.00.2-0 43-00.2-0 I2.•0.4-0&" 14:0-4 "4 15:a3-I 5:3.0 LOADINQpsf) SPACING 2-0-0 CS1 DEFL in (loc) VdeB I/d PLATES GRIP TCLL 20.0 Plato Increase 125 TC 0-57 Vert(LL) -031 15 >M 240 MT20 244/190 TCDL 10.0 Lmnberincteae IZ BC 0.89 Ven(1'L) .0.79 14-15 >547 240 I BCLL I0.0 . 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.2 TOP CHORD Structural wood sheabing directly applied m 2-5-14 oc purlins BOT CHORD 2 X 4 SYP No.2 except 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 SYP No3 REACTIONS MAim) ID-l4181Medhanical, 2-1504/0.7.8 Max Hora 2-261(bed case 5) Max UpiiR10a357(bod ease 4 2-433(load ox 5) FORCES (lb) - Mexin= Comprmion/Maximum Tension TOP CHORD 1-2- 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/393 BOTCHORD 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'rm waterpording. 4) -This berm has been daigtmd for a 10.0 psf bottom 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 (Lr quality assurnna inspection. 6) Refer to girder(s) for Otm to truss mvcrLmis. 7) Beating atjoim(s) 2 considers parallel to groin 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 bemvng plate capable of wkhsmndmg 357 lb uplift ajoint 10 and 433 Ib uplift ajomt 2 LOAD CASE(S) Standard JOO Trms Typo Qty PIy MSWEST/MDbyDT2O15 2105 It— AO7 ROOF TRUSS I 1 1 Job Retrace 62DO s Oct 18 2003 MhTek Industries, Im Fri La 26 16:18:59 2077 Page I t139 sin � sag n ,w h ace aao is.a a N i h � � � ion stn amino 4i-ro mina sac »o sso lies -fir r • rq f f111 ►u ►q Y. ► au Y O na me q r- v spa i>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 0.3-0 6:03-0 0.2-0 8:0.3-0 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 Ptato baeae 115 TC 039 Vert(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) OA7 11 "a de BCDL 10.0 Code FBC2001/I4O002 (Matrix) Wmd(LL) 033 1617 >999 360 Weight 200 m LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sm=uel wood sheathing directly applied or 2$6 oc purlhn, ROT CHORD 2 X 4 SYP Not except end vatiahts. WEBS 2 X 4 SYP No3 -Except- BOT CHORD Rigid ailing directly applied or 54W oc bi d 106112 X 4 SYP No.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 ern Tension TOP CHORD 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-aoond gust): b-ISik TCDL-6.OpsP, BCDIr6.Opsf, CauVxy B: Exp B: enclosed; MWFRS gable end rope: Lumber DOL-133 plate grip DOL-133. 3) Provide adoepmte drainage to prevent wam, Perin& 4) -This truss has been designed for a 10.0 psf bottom chord live bad with any other five loads. 5) This truss requ0a plate uupeaiw per the Tooth Count Method when this truss is chosen for quality assmanoe iaspecdon. 6) Raft to gbder(s) for truss to mat connections. 7) Bearing at joint(s) 2 oonnldm parallel to groin vehm using ANSVTPI I angle to grab formula Building designer should verity capacity ofbearing surface. 8) Pmvide mechanical connection (by others) of trim to bearmgt ga%bt (sWh� t4 357 lb uplift ai joint I I and 433 m 1 lif��Ct�_ uplift atjoim 2. •.�. 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 18 2005 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".12tr TW a]-1x . ere-] 105 M a 1 }} LOADINQpsf) SPACING 2-0-0 CSI DEFT. in (hoc) VdeD Vd PLATES GRIP TCLL 20.0 Pluses Increase 1.25 TC 0.46 Ven(LL) -030 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber lnaease 1.25 BC 0.83 Vcn(TL) -0.79 16-17 >540 240 BCLL 10.0 • Rep Stress Ina YES WB 0.66 Hore(M) 0.48 I 1 da de BCDL 10.0 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 2.7-7 oc purfins, BOT CHORD 2 X 4 SYP Nat except and verticals WEBS 2 X 4 SYP No.3 'Except- BOTCHORD Ri id ailin gr 8 d've �5' applied or 541a a bracing. 10.11 2 X 4 SYP No.2 WEDGE Lett 2 X 4 SYP No.3 REACTIONS (Ibsia) I I=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 been considered 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; Lumber DOL=133 plate grip DOL-133. 3) Provide adequate drainage to prevent water paling, 4) 'This taus has been designed for a 10.0 psf bottom chord live load nonconctment 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) Bearing aijoings) 2 considers parallel to grain value using ANSVPPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical annection (by others) of truss to bearing plate capable of withstanding 357 lb uplift a joint I I and 433 lb uplift atjoint 2. LOAD CASES) 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 Plats Increase 1.25C 0.61 Ver(LL) -031 13-14 >999 240 MT20 244/190 TCDL 10.0 Lunther Increase 1.25C 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 CHORD 2 X 4 SYP Not except end verocals. WEBS 2 X 4 SYP No.3 IExcept• BOTCHORD Rigid ailing directly applied or 2-2-0 oc bracing. 9.10 2 X 4 SYP No.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 been considered 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 for a 10.0 psf bottom chord live load nonxrntahmnt with try other live loads. 4) This mass requires plate inspection per the Tooth Count Method when this matt is chosen for quality assurance inspection. 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) Provide medmnieil connection (by others) of ram to bearing plate capable of withstading 433 lb uplift at joint 2 and 357 lb uplift atjoint 10. LOAD CASES) 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 2 X 4 SYP Nol TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purl' ROT CHORD 2 X 4 SYP Not accept end verticals. WEBS 2 X 4 SYP 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.13801383 BOTCHORD 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. 7.14a1461947 7-13-203/102, 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-15fL TCDL-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 utspccum per the Tooth Count Method what this tam is chosen fa quality assumuce inspection. 6) Refer to girder(s) for tam to tam cmmectiam 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSVTPI I angle to 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 lb uplift 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 2005 M.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 Offsets 2:0.3-9 0-2-04:0.3.0 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 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 I Eraµ' BOT CHORD Rigid ceiling dkccdy applied or 541-11 oc 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, 9-11-30N1540 NOTES 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) 'This ram has been designed for a 10.0 psf bwm chord live load nonconamem with any other live loads. 5) This tam require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Bearing m joint(s) 2 considers parallel to grain value using ANSIMI I angle to grain formula Building designer should verify apaaty of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 350 Ib uplill at joint 10 said 421 lb uplift atjoint 2. 8) Beveled plate or shim required to provide full bearing 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 s Oct 19 2005 Mn7ek IMumie, Inc Wed Jan 31 11:03:07 2007 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 vsoo � � r i � 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) SPACING 2.)-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 10 ala 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, SOT CHORD 2 X 4 SYP No.2 'Except, except cad verticab. 4-16 2 X 4 SYP No.3. 6• 12 2 X 4 SYP No.3 BOT CHORD Rigid ceiling 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 4 SYP 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-d gust); 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 wars ponding 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 per the Tooth Count Method when this now is chosen fa quality assurance inspection. 6) Provide mechanic convection (by others) of truss to bearing plate capable of withouding 419 lb uplift at joint 2 and 349 lb uplift atjoint 10. LOAD CASE(S) Standard Job Truss Type Ply 2105 ITruss A13 ROOF TRUSS JQry 1 1 IMSWEST/MDtryDT/2015 Job 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.a ssoa � � � 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 >999 240 MT20 244/190 TCDL 10.0 Lmhber Increase 115 BC 0.54 Vert(M) .0.27 I4.16 >999 240 BOLL 10.0 ' Rep Stress Ina YES WB 0.45 Hon(M) 0.09 10 nn/a We BCDL 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 WEBS 1 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: ASCE 7-02; 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 this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss m bearing plate capable of withstanding 422 lb uplift at joint 2 and 352 lb uplift 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 A1a 2105 IT ROOF TRUSS 1 lob a^a,^-Y(optional) 6.200 s On 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 4 tiro aaa «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 3-9-12 oc purfins, BOT CHORD 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 oc bracing. 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, I I-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-I 147/387, 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 psf boaan 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 of withstanding 422 Re uplift atjoint 2 and 372 lb uplift ajoint IL LOAD CASE(S) Standard Job inns e Ply 2105 A15 7ROOTF"PTRUSS 1 1 I 1 IMSWEST/MDbyDT/2015 Job Rdfatar 61M a Oct 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 asoo I lair a♦. sal] s)-0 s)-0 s)-0 s)-0 fair avr•1a r Y1= err- a a♦a♦ e a 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 GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Ven(1-L) .0.I 1 14 >999 240 M170 244/190 TCDL 10.0 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 TOP CHORD 2 X 4 SYP No.2 TOP CHORD Saucaral wood sheathing directly applied or 3-M oc purfim, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 -Except• BOT CHORD Rigid ceiling directly applied or 7-24 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, 9.10-13801426 BOTCHORD 2.17--6932211, 16.17--6932211, 1S16-769R15& 14-I5=-769215& 13-14-736?A10, 12-13-7362010 , 11.12-528/1427, 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--423/12.55 NOTES 1) Unbalanced roof live loads have been 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 gable ad 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 psf bottom chord live bed nmmncrment with any other live beds. 5) This tam requires plate inspection per the Tooth Carat Method when this tam is chosen for quality assraertce iaspwion. 6) Provide mechanical connection (by others) of tam to bearing plate tamable of withita ding 422 Ib uplift atjoint 2 and 453 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 - FAX 407-521-5434 PE 0040748 lab Tnus T-Type OtY Ply MSWEST/MDbyOT2015 2105 A16 ROOF TRUSS 1 I 1 Job RefeReferenceea cr 6100 s O18 2005 MtTck trxh n, Inc. Wed J. 31 11*03'.09 2007 Pap I rh-0O a0-, SOU 11Ja Taal M,] ]actor � t-0-0 aW 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-Iz0.1.8 LOADING(psf) SPACING 2.0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 re Plum Incase 1.25 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 Structural wood sheathing directly applied or 3-9-9 oc purliln, BOT CHORD 2 X 4 SYP Not except 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: Category U; 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 bottom chord live load oonto rcur ent with any other live loads. 4) All plates aae 3x4 MT20 unless otherwise indicated. 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 lb uplift 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 2005 M7ck 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 n m=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 4:0.2-0,0-3-8 7:04-00-4 8:0.2-00.1.8 11:0.3-40.1.8 12.�2-00.2-0 13:0.3-00.3-0 I6:0-4-00.3-0 LOADING(pso SPACING 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 Increase 1.25 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.l D • 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 ceiling directly applied or 545 oc bracing. WEBS 2 X 4 SYP 14o.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 Or Common(.t0-9-0r, loges: T2-ply f 2 Top chords connected m follows: 2 X 4- 1 raw, m 0.9-0 or, 2 X 6- 2 caws at 49-0 nC. 2 X 6- 2 m cannoned m follows: 2 X 4- I row m 0.7-0ac WebsBoaornc onned Webs connected m follows: 2 x 4. I raw m 0.9-0 «. y/�/ C 2) Ail loads arc considered equally applied to all plies, except if noted m fnsm (F) or bade (B) face in the LOAD CASE(S) section. Ply to 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 adequate drainage to prevent water pending. Licensed 5) 'This truss has been designed for a 10.0 psf botom chord live load noncamwscm with any other live S.R. 434 loads. �. 6) This truss require plate inspection per the Tooth Count Method when this truss is chosen for quality asshuahce 7) Provide merluniml correction (by othm) of onus to bearing pima capable of wid mnding 2957 ItNQ jile^ i n g s, FL 32714 8)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 IPIY 1 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 4oa rr•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 GRIP TCLL 20.0 Platt Increase 1.25 TC 0.53 Ven(LL) -0.07 10.12 >999 240 MT20 244/190 TCDL 10.0 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 2 X 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 bracing WEBS 2 X 4 SYP No3 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 roof live loads have been considered for this design. 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 10.0 psf 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) of thus to bearing plate capable of withstading 1232 lb uplift ajoint 2 and 1232 lb uplift at joint 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 lb down 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 of such connection device(s) is the raw=. b iliryofethers. y/ ` 8) In the LOAD CASE(S) section, loads applied to the face of the tam are noted as font (F) or back (B). T.S. C h e h a I LOAD Rcgdw. Lumber standard Licensed Professional Engineer I) Regale: harsher hhcreasr125, Plate Increase-1.25 Uniform Leads(plf) 531 S. S.R. 434 Vent: 14460, Sd -60, 6.9=60. 2-8--20 C000mmued Loads (lb) Altamonte Springs, FL 32714 Vent 4=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) -0.03 12 >999 240 NIT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.26 Vert(M) -0.08 12-13 >999 240 BCLL 10.0 Rep Stress Ina YES WB 0.16 Horx(11) 0.03 8 do n/a BCDL 10.0 Code FBOODAI 12002 (Matrix) Wud(LQ 0.03 12.13 >999 360 Weight 1D4 Ils LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlim. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 104.0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.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 bottom chord 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 cross to bearing plate capable of withstanding 210 Ib upOft at joint 8 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� trot 1 i +-0a )d-0 b)-• }}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+ � � f Plate Offsmo 2:0-0-4.Ed I 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 SYP No.2 TOP CHORD Structural wood shathmg directly applied or 2-2-0 oc pvrlins. BOT CHORD 2 X 4 SYP No.I D BOT CHORD Rigid ailing directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SYP No3 JOINTS I Brace at JI(s): 14 SLIDER Right 2 X 4 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 bottom chord live load nroimncur ent with my other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this mat is chosen for quality assnumnce inspection. 5) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to mach. 12-13 6) Provide mechanical connection (by others) of thus to baring plate capable of withstanding 293 th uplift atjoint 2 and 211 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 JQty ROOF TRUSS 1 1 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.►a t I tact >oo aao sorer ro.o rr. to r °a= 1 amft7 t >• ul e r A 1 ba �00 1-0O Plate Often X . 3:0-30.2-0 LOADINOpsf) SPACING 2-" CSI DEFL in (hoc) VdeO Ud PLATES GRIP TCLL 20.0 Plena Inncrease I23 TC 0.21 Vmt(IL) .0.01 7-8 >999 240 MTZO 244/I90 TCDL 10.0 Lumber Increase 115 BC 0.13 vagn) 0.02 7-8 >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) 0.02 7-8 >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 CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 9.4-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (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 buoom chord 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 withstanding 453 lb uplift enjoin 2 and 453 lb uplift enjoin 5. 7) Hanger(s) or other connection devices) shall be provided sufficient to support co ce rimed load(s) 4 lb down and 58 Ib up at 3.O-0, and 42 @ up at 4-10-0, and 4 lb down and 58 lb up at 641-0 an top chord and 34 lb down and 5 lb up m 34)-0, and I 1 lb down and 5 lb up at 410-0. and 34 lb down and s lb up at 6.7.4 on boron chord The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the raw of the anus are noted as front (F) or back ft LOAD 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 3 1PtY 1 IMSWESTIMDbyD-r/2015 Jab Refererca ~torn 6.200 s Oct 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 0.27 VagLL) -0.01 1.5 >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) 0.04 1-5 >999 360 Weight 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or &" oc pudi¢s. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10.0-0 oc brw4 WEBS 2 X 4 SYP 403 REACTIONS (lb/sin) 1-370(0.3-8, 3-452!0.3-8 Max Herz 1-49(lood mu 6) Max Upliftl--345(lood else A 3-43I(load case 6) FORCES (lb) - Maxirman Compression/Maximum Tension 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.OpsC Category 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 psf boamn chord 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 mat to 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 6.200 s Ou 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) 0.00 1 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 4 SYP NO3 BOT CHORD Rigid ceiling directly applied or 10-0-0 ate bracing. SLIDER Right 2 X 4 SYP 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-second gust); Ica 15ft: 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 tom has been designed for a 10.0 psf botmm chord live load nmmnummt with any other live loads. 4) This tom requires plate inspection per the Tooth Cosa Method when this arm is chaser for quality asstum ce mspectim. 5) Refer to girder(s) for nor to tom connections. 6) Provide medumial (by others) of nor to bearing plate capable of withstad'mg 159 lb uplift at joint 6 and 97 lb uplift atjoint 4. LOAD CASE(S) Sb ndwd Job 2105 Type Oh ply IF TRUSS 18 1 LOADINQpsf) SPACING 2-" CSI DEFT. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plasm Increase 1.25 TC 0.09 Vert(u)M (u) -0.00 2 >999 240 RO 244/190 TCDL 10.0 Lumber Increase 1]3 BC 0.01 Vert(IL) .0.00 2 >999 240 BCLL 10.0 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.0-0 ac purlim. Y 130T CHORD 2 X 4 SYP Not BOT CHORD Rigid ail• 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(load car 2), 3=18(load eve 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 10.0 psf 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 ass umha inspection. 4) Refer to ginde(s) far truss to arm connections 5) Provide mechanical connection (by others) of arm to bearing plate capable of withsmrding 139 lb uplift atjoint 2 and 15 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 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 TC20.0 TL Plates lna 1.25 TC 0.08 Vcm(LL) -0.00 2 >999 240 M'RO 244/190 TCDL 10.0 Lumber increase 115 BC 0.01 Ver(M) -0.00 2 >999 240 TCLL 20.0 Plus Increase 1.25 TC 0.12 Vert(IL) -0.00 24 >999 240 M720 244/190 BCLL 10.0 Rep Su® Ina YES WB 0.00 Hone TT-) -0.00 3 n/a n/a TCDL 10.0 Lumber Increase I M BC 0.06 V -0.01 24 >9240 BCDL 10.0 Code FBC2004/IPI2002 (Matrix) Wmd(LL) 0.00 2 '••• 360 Weight: 5lb BCLL 10.0 BCDL 10.0 Rep Stan Ina YES Code FBC2004RPI20D2 WB 0.00 (Minix) Hon(71) -0.00 Harz(M) Wind(LL) 0.00 3 n/a n/a 24 >999 360 weight I I lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. LUMBER BRACING BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid wiling directly applied or 10-0-0 a bracing. TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 34)-0 a purliro. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ailing directly applied or 10-0-0 oc bracing. REACTIONS (('sire) 2-146N7-& 4-9NedannicnL 3a15/Mechmid Max 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 Category B: 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 lard live load noncmxcarent with my other live bads. 3) This truss require plus inspection per the Tooth Count Method 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 parallel to 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 Ib uplift atjoint 2 and 15 lb uplift u joint 3. LOAD CASE(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(load case 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; cmtkver left and right exposed; porch left and right exposed; Lumber DOL-133 plate grip DOL-133. 2) 'This tam has been designed for a 10.0 psf bottom chord live bad nmmonamvu with my other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this tam is chosen for quality assurance inspection. 4) Refs to girder(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, 195 lb uplift at joint 2 and 23 lb uplift atjoint 4. 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 PlyROOFTRUSS I 1 6200 s Oct I I rat sot Job Tara IT- Typ e ly IMY 2105 CJ3VS ROOF TRUSS 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 4 SYP Not TOP CHORD Smrwral wood sheathing directly applied or 34-0 oc p rfbn. BOT CHORD 2 X 4 SYP Not BOTCHORD Rigid wiling dinscrty applied or 10-0-0 oc 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 of bearing surface. 6) Provide mechanical correction (by others) of arm to hearing plate capable of withstanding 54 lb uplift ar joint 3 and 129 lb uplift arjoint 2. LOAD CASE(S) Standard sox LOADINQpsf) SPACING 2-0.0115 CSI DEFL in VdeB Ud PLATES GRIP TCLL 20.0 Plata Increase TC 0.09 VergU -0.00 I-3 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1]S BC 0.06 Va%M) -0.01 1.3 >999 240 BCLL 10.0 - Rep Streas Ina YES WB 0.00 Horz(M) -0.00 2 a/a n/a BCDL 10.0 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 sheathing directly applied or 3-0-0 on puriins. BOT CHORD 2 X 4 SYP Not BOTCHORD Rigid wiling directly applied or 10-0-0 oc 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 la 13(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; MWFRS gable and zone; Lumber DOL-133 plate 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 to girder(s) for truss to truss counwrimst 5) Bearing as joint(s) I considers parallel to grain value using ANSVIPI I angle to gram formula. Building designer should verify capacity of bearing sorfaw. 6) Provide mechanical cmaeaion (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 90 Ib uplift arjoin 2. 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 Code FB0004/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 4 SYP 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 case 5) Max Uplif 3-166(load ease 5). 2-232(loed ease 5). 4-4 1 (load rase 3) Max Cuav 3-124(lood eme I L 2-277(ioad case I h 4-9l(loW case 2) FORCES (lb) - Maximum Comprcssicr aximum Tension TOPCHORD 1-2-028,2.3--105146 BOTCHORD 24-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 166 lb uplift at joint 3. 232 lb uplift at joint 2 and 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 Plato Increase 125 TC 036 Vert(LL) .0.02 1.3 >999 240 Mm 2441190 TCDL 10.0 Lumber Increase 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 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT 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) Max Upfift1-127(load c 512--Ig2(lood case 5L 3--41goad case 3) Max Gray 1-182(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 chord live load 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 bearing plate capable of widwandmg 127 lb uplift 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 1Qty 1 t) Job Referrnrs 6100, Oct 18 2003 M7ek Indmnia, Inc. Fri Jan 26 16:19:09 20D7 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 4 SYP No.2 TOP CHORD Stmmual wood sheathing directly applied a 5-" oc purlins. BOT CHORD 2 X 4 SYP 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 2-171 goad case 5) Max UpliO3--122(iond case 51. 2-4330ond case 5) Max Grav 3-124(lod cue 1), 2-2770ond case 1 J 4-91(bwd case 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-seca d gust): 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 truss require plate inspection per the Tooth Count Method when this that is chosen 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) of that to hearing plate capable of widmmdirng 122 ib uplift at joint 3 and 133 lb uplift atjoint 2 LOAD CASE(S) Standard Job Type ley Ply MSWEST/MDDyDT2O15 2105 �Tnoa ITruss CJSVS ROOF 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 % sOa r SOa r Plate Of ass : I:0-0-I5 LOADINQpsf) SPACING 2-M CSI DEFL in (lac) VdeO Ud PLATES GRIP LL TC20.0 Plates Increase 125 TC 018 Vert(LL) -0.02 1-3 >999 240 M720 244/190 TCDL 10.0 Lumber Irhaease 115 BC 0,20 V-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 10.0 Cade FBC2004/fP12002 (Matrix) W-d(LL) 0.00 1 '••• 360 Weight 16lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Stnreaual wood sheathing directly applied or 540 oc puribu. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ailing directly applied or 104-0 oc bracing. REACTIONS (Ibhi2e) I-187JO-7-& 2-1304echanieal. 3W3/Medumical Max Hoes I-140(lod case 5) Max Upli@I=31(load case A 2--137(load case 5) 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-second gust); 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 bottom chord 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 truss to bearing plate capable ofwithstanding 31 lb uplift a joint I and 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/2O15 D1ri 2105 IT ROOF TRUSS JQty 1 �Pty 1 Jab Relirenca 61100 a Oct 18 2005 MiTck 1,.hwie, lac, Fri Jan 26 16:IM 2007 Page I nnan ]tact F >n ].Y+] M� amc tact sow fa •+tact r a am fi7 n n+ a I 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 10.0 Lumber Increase 1]3 BC 0.83 Ven(Tl-) -0.25 II-12 >999 240 BCL. 10.0 • Rep Strm Ina NO WB 0.53 Horz(11) 0.10 8 de n/a BCDL 10.0 Code 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 2 X 6 SYP No.l D purlirm BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid 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 bottom chord live toad noncenarrern with any other live loads. 5) This trussrequires plate inspection per due Tooth Cant Method when this truss is chosm for quality assurance inspection. 6) Provide ncrbmtial connection (by odes) of truss to 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 464 lb dawn and 259 lb up at 6+0 on botttmt chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) seetio n, loads applied to the face of the antis 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- JQty ROOF TRUSS 1 1 IMSWESTIMDbYDT/2015 Job Re2rerrm 6.20 s Oct 18 2005 M7ek Industries, Ime Fri Ln 26 16:19:10 2007 Page 1 sea w ftwo u-�v na.o � W4 uro Ko ufx Gas. 4 r= f amffT °'� a,rx a 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 0.34 Vert(LL) -0.IS 7.8 >999 240 MI'20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.55 Vert(m) -0.43 7-8 >601 240 BCLL 10.0 1 Rep Stress Ina YES WB 0.13 Horz(TL) 0.04 7 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 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4.10-0 oc purlins BOT CHORD 2 X 4 SYP No.2 BOTCHORD Rigid ailing directly applied or 1044 oc bracing. WEBS 2 X 4 SYP No3 SLIDER Left 2 X 4 SYP Not 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 ROOF TRUSS 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 flat 1a-�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 Increase 1.25 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 FBC20DAM12002 (Matrix) Wmd(LL) 0.14 8-10 >999 360 Weight 400lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except. TOP CHORD Structural wood sheathing directly applied or 5-1.10 oc purlins I4 2 X 4 SYP No. l D BOT CHORD Rigid ailing directly applied or 104-0 a basing. BOT CHORD 2 X 6 SYP No.l D WEBS 2 X 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 connected as 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 b000m chord five load 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 bearing plate capableof wi tPBY.IWI�s�a lomt 1 and 2527 y�3� lb uplift asjoW 7. 0 Licenced Professional Engineer 531 S. 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. Fri Jan 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 dawn and 369lbup at 11-74, 13981b down arc 369 Ib up at 13.7-4, 13981b down and b 369Iup at 15-74, 1398 Ib dowo and 369 m up m 17-7 mid 1500 Ib down and 393 Ib up at 19.74, and 1418 lb down and 357 lb up at 21-64 on bosom droll The design/selection of suet connection device(s) is the respaslbiliry of adx= 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 I 3 IMSWEST/MDbyDT/2015 Job Refimree 6.200 s Oct 18 2005 Ivb7ek ldtmies, Im Fri J. 26 16:19'.11 2007 Page 1 +-rot >a+ saw ro+ race r.ro-rx race root race r-rote as -ran. n n �Li N II i race x-s-e sra a- w rot =era F � r-rot r.w ran ran r.aa xoa . Plate Offsets : 2:0.5-80-2-0 LOADINQpsf) SPACING 2.0-0 CSI DEFL in (be) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Incense I.73 TC 0-56 Vert(LL) -0.07 11 >999 240 SMO 2441190 TCDL 10.0 Lumber Inctease 1.25 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 >999 360 Weight169lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 6." oc purfim. SOT CHORD 2 X 6 SYP No.I D except end �cmcals, WEBS 2 X 4 SYP No3 BOT CHORD Rigidceiling d' 8 �Y applied or 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, 7-8-281/107 BOT CHORD 1-1641896/5029, 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, 5.10-05/173Z 5.9-4079/1455, 6.9n781/2419, 641-5572JI876 NOTES 1) 3-ply truss to be connected together with I Od Comnron(. 148'Sc3' Nails as follows: Top chords connected as follows: 2 X 4. 1 row, w 0.9-0 m Bottom chords caunected a follows: 2 X 6- 2 rows at 0.7-0 m Webs connected as follows: 2 X 4- I now at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except ifnoted as farm (F) or back (B) fan in the LOAD CASE($) s cdm Ply to Ply com- Ions love been 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 prevent water 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 the Tooth Corms Method when this ttrussis chosen for quality C lity assurance inspection, 7) Provide mechanical connection (by others) of tros to hearing plate capable of withstanding 1150 lb uplift at joint I and 1071 8. lb uplift atcries h 8) Girder carries hip tend with 0-0-0 right side setbxk, I-7-8 kft side setbad4 and 24)-0 end setbad:. ! 0 9) Hanger(s) or other connection davioc(s) shall be provided sufficient a support rt concenaated load(s) I81 Ib d¢Fn 6'j'b �e h a at 1.1.13, 19091b down and 943 lb up at 3.1-8, 1014 lb down and 323 Is up at 5.0-12, 161 lbdo. and 3 ,,b%t 7-0-I Z and 1202 lb down and 361 lb up at 9-0.12, and 11 lb down and 6 lb up at 1.7.8 �,,p ro fe s s i o n a I Engineer design/selection of such connection device(s) is the responsibility of othes. 531 S . S.R. 434 LOAD CASES) Standard Altamonte Springs, FL 32714 Continued on pM 2 407-521-5557 - 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 sheathing dhactly applied or 1-74 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ailing directly applied or 10-0-0 oc 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 rase A 3=19(load case 6) Max Gray 2-154(load cax 1). 4-31(load case 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 paf bodorn 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) of tnm to beating plate usable of widvxa ding 117 lb uplift atjoint 2 and 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 ES PLATGRIP TCLL 20.0 Planes increase I]S TC 0.12 Vert(ILL) -0.00 24 >999 240 KM 244/190 TCDL 10.0 Lumber Increase 125 BC 0.06 Vut(7L) -0.01 24 >999 240 BCLL I0.0 ' Rep Stan Incr YES WB 0.00 Horz(M) -0.00 3 n/a o/a BCDL 10.0 Code FBC-1004MI2002 (Matrix) Wind(LL) 0.00 24 >999 360 Weight I I lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied ar 3-" oc purlms. BOT CHORD 2 X 4 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 case A 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 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 bottom chord live load nonconctarau with my other live lands. 3) This tam require pine inspection per the Tooth Count Method who this t us is chosen for quality assurance inspection. 4) Refer to gvda(s) for tam to tam conaectiots. 5) Provide mechanical connection (by others) of tram to bearing pate capable of withumding 77 lb uplift at joint 3, 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 10.0 Lumber Increase 1.25 BC 0.41 Vert(n.) -0.24 2.4 >327 240 BCLL 10.0 ' Rep Stress Lou YES WB 0.00 Horz(TL) -0.00 3 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 D TOP CHORD Structure] wood sheathing directly applied to 6-0-0 ac purfias. BOT CHORD 2 X 4 SYP Nol BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 ease I), 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 CHORD 24=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 bottom chord 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 taus to truce corrections. 5) Provide mechanical connection (by other) of truss to bearing plate capable of withumding 231 lb uplift atjomt 3,289 lb uplift at joint 2 and 58 lb uplift at joint 4. 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 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purli s. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-" oc bracing 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 w ne; Lumber DOL-133 plate grip DOL-1.33. 2) 'This tom has been designed fm a 10.0 psf boom chard live bad moconcttrrent with my other live loads. 3) This tom requires plate bWectico per the Tooth Carau Medved when this teas is chosen far quality assurance inspecriw. 4) Refa to girder(s) for truss to was eameaions. 5) Bearing m joint(s) 2 considers parallel to grain value using ANSVIPI I =We to grain formula Building designer should verify capacity of bearing smfine. 6) Provide rnnedmnicel connection (by others) of truss to hearing plate capable of withstanding 165 lb uplift at joint 3 and 151 Ib uplift ar joint 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 oc purluts. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. 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 ease 3) Max Grav 3-72(bad case 4 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 for a 10.0 psf broom chord live load nwnconemeat with any other live beds. 3) This men requires plate inspection per the Tooth 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 of withsta ding 55 Ib uplift at joint 3,170 lb uplift at joint 2 and 16 lb uplift at joint 4. 6) In the LOAD CASE(S) section. loads applied to the face of the truss me noted as bunt (F) or back B1 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 BOT CHORD Rigid ailing direly applied or 10" oc bracing. REACTIONS (16Isize) 3=57/MedmnichL 2-178AF4-15, 4-2&U= mnicaI Max Horz 2=75(load case 3) Max Uplift3-37(l ad case 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 psf bottom 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 gins r(s) fa truss to tam connections. 5) Provide mechanical connection (by others) of tam to bearing plate capable of withstanding 37 lb uplift atjoint 3 and 139 Ib uplift atjoint 2. 6) In the LOAD CASE(S) saxiaa loads applied to the faux of the 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 wood sheathing d'uealy applied or 64-0 oc pmlins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ailing directly applied or 6.9-8 oc I irhg. WEBS 2 X 4 SYP No3 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 inspection per the Tooth Crum Method when this rum is chosen for quality assurance inspecion. 4) Refer to ginde (s) for rum to tam connections. 5) Provide mechanical connection (by others) of tram to hearing plate capable of wfthvandmg 200 lb uplift at joint 4, 454 lb uplift atjoint 2 and 394 lb uplift at joint 5. 6)'Nailed' indicates 3.1 Od or 2.12d oommon wire toenails. 7) In the LOAD CASE(S) section, hinds applied to the face of the truss are 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 I ROOF 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 SYP NoJ 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 gable end mate; Ltmtba DOL-133 plate grip DOL-1 J3. 2) -This tam has been designed for a 10.0 psf bottom 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 at joints) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula Building designer should verily capacity of bwsing surface. 6) Provide mechanical connection (by others) of arm to hearing plate capable of wiihsta ding 158 lb uplift at joint 4, 237 lb uplift at joint 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 PASS Total base points: 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/SC 1 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 = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (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/�j�j� 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 Construction through ° 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 }3uilder SignaturDate: 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 for a 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 certified Raters. 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 DaiRelattive humidity 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 Coming g& Infiltration 2201 Btuh 3961 Btuh Area (ft2) 27� Total latent equip. bad Volume (ft") 17866 17866 Air changes,4=r 0.50 0.25 Total bad Wcapaaty 31463 Btuh 2.9 Equiv. A (cfm) 149 74 Req. at 0.80 SHR tort Heating Equipment Summary Cooling Equipment Summary Make C/RFUR Mahe CAFE TMo�del Trade Coil Efficiency 8.3 HSPF Efficiency 13 EER iriput Sensible Btuh I- eah� Output 0 BtLh @ 47°F Latent coding 77110000 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 0 G tAhlon 12M n 4OB4 2881 16 0 650 461 0 0 0 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 0 11 G 1A.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 0 G 10A m 100 a 53.44 960 1 1069 767 0.148 s 4.74 29631 1326 84 322 2Dt �1344otb 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 0 1344od1 0148 rwv 4.74 296 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 0 Less tracer Rectisbtxrfim 0 1 0 0 14 SttkolaI 34120 29002 2717 1089 15 Duct bads 1Q'/o 109/6 3412 290D 10% 1 101/6 272 1 Total room bad 37532 27502 1 2989 1 I AF mqAred (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 BEDROOM 4 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 10A m l m a 53.44 5688 0 0 0 0 0 0 0 �13A40 b 0 148 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 32 44 1931 15 1 Dud bads 111001 10% 113 10% 10% 193 Trial room bad 2495 1239 3591 2124 Air e-ped (rim) 11 go PnnbLA certified by ACCA 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 Less e)dwdbad 0 0 0 0 Less ba da 0 0 0 0 0 0 14 Sibttal 1038 737 47D1 4235 15 Drd bads 10yo l0yo I 104 74 l0% 10'/0 470 424 Total room bad 1 1143 1 811 5171 L 4� Air regraed (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 T O N wal NO 3 CeI 8.0 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/ 13h4ocb llth 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 0 -1344orb 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 0 G 1Ahlard 12M 0097 r1w - 40$41 a10 4854 1.07 0 0 0 1626 1942 0 0 0 0 �12B0t�\ 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 Pborn rt3re MASTER EOM MASTER W1C 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 0 Y_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 0 �12B0b+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 MASTER E2 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 1 HM a 5344 5666 0 0 20 1 1089 757 Q148 s 4.74295 32 1 0 0 0 0 _13A4och G 1Ahlon 1270 s 40.64 3193 0 0 0 0 0 0 3A 14ccb Q148 w 4.74 296 0 0 0 0 0 0 0 G 1Ah1an 1270 w 40 64 6D90 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 4.74j 295 0 0 0 0 0 0 t1344ocb -G 1Ahlomd 12M rwv 4OB4. 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 - 1.021 1.75 1 125 121 221 430 431 C 16B,10ad Q032 1.02 1.75 13 13 11 23 36 36 37 63 F 2240 1358 - 43.461 , i 1 000 0 29 m a 0 37 1586 0 Envelope bss(gan 2960 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 adematbad 0 0 0 0 LMSS 0 0 0 Redstribtrbon 0 0 0 0 14 S1bW 3811 19% 7197 50 15 Dud beds 10% 101/6 361 191 101/6 10% 7M 572 Tdat yarn load 4192 1 2130 7917 6294 Air -pled (dm) I 1 134 Pnnbout certified by ACCA tO 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 0 �13A4ocb 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 41 �12B-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 Less otmal 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\SBS PRO PERTYENTERPRISE\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 4U snlapwr r{IM Ma laaa � w FwAr" LM& " o��. �C w•a re M1ao84M wu i /LA aowool� raalor<t asa rYon ao" I= x w O r�laes H ORra. Y+ 17 RAfN AM //2 l 1 �R b M 1/a -"low FL4bm it OV~P /7•rrVl 90-0 rrk a! Posum"m w olUL •A• mA MF Rxim MU" omm ■ro'arti4 MKS traw CWA'r tip ,rarre Li Pi ARAa rd a►aw RlOM?rd Jpe�r _ WCOSA,A. onnrar POW" on doo so" wo dit w roatim uan i.T eavm `Y 401 rar RAH& wi 7 1 '�OCMIA . IO,TPV4" r+<mt0 1M W" Aw row DON sr MAW UWL H OfrK rA. 4W r w r�,p� 41 Maas+" M mkom ra+an+R rs aao w w rw wr romwim L� w PO4. `e 4w rr Re+v ar NOT16 /J afndoi AAA 400 mamraerAA n E *V4% ll ARd rMW"~ad by 9v aww/60maAm is to Ins pr"T4f MAL C1 E v ALL ac MbOA WA" AR[ 27u' Lp"" omomma mamma >J UFBTTW vlN1914R ra 664ALL "Va &#,OR &CALM DV»218to1W &U 11AflQ 5 FM ADDITFoKAL OP'1Rw" Nat 6"MN W Ram P4A X 71 KITC 4eK G481?Q LAYOUT IS POII ItUME4" ONLY. 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: I 10x6 lwcd 12' l 55 '� 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-rxwr vMrrr. 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 CITY OF SANFORD O N �- t� J W U D �%L ~ Z C) j' ED O) 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