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1107 Willow Ave - BR07-1161 SFR (A)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR SUBDIVISION Ll W L)&b1UdLl W C-D PERMIT # 0166DATE 1 - l ` 1 i l PERMIT DESCRIPTION A % S223U PERMIT VALUATION I i5 _ 000 l i a .. O 3 141 SQUARE FOOTAGE ' a i z MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE U CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 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 . . . . . . 10/31/01 Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . 25.19.30.5AG-130G-0090 1107 WILLOW AVE SANFORD FL 32771 TWN OF SANFORD (TRAFFORDS MAP) LOT 9 BLK 13 TR G TOWN OF SANFORD PB 1 PG 115 MULTIPLE FAMILY Owner . . . . . . . . . DEE L & CHERYL HENDON Contractor . . . . . . ANROW CONSTRUCTION CO 407 312-0313 Application number 07-00001161 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 . . . . . . . Building O icial 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. Q ,"r1 1 to I T N E R S U R V E Y I N G 22 October 2007 City of Sanford Building Division 300 North Park Avenue Sanford, Florida 32771 Re:1107 Willow Avenue To Whom It May Concern: This is to certify that the finished floor elevation of the structure located at the above referenced site meets or exceeds the requirements set forth in the City of Sanford Building Code, Chapter 18, Section 18-4-(a). Should you have any questions or need additional information, please do not hesitate to call. Sincerely, R. Bi ir. Kitner P.S.M. No. 3382 P.O. BOX 823 - SANFORD, FLORIDA 32772-0823 - (407) 322-2000 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Exoires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: All . Building Owner's Name DEE HENDON I Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number1107WILLOWAVENUE City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 9, BLOCK 13, TIER G, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD PLAT BOOK 1, PAGE 115 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 28D48.125' Long. 81D15.510' 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. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) NA sq ft a) Square footage of attached garage 4-4-0 sq ftb) 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 foot above adjacent grade NA walls within 1.0 foot above adjacent grade NAc) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name 8 Community Number B2. County Name B3. StateCITYOFSANFORD120294SEMINOLEFLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (ZoneDateEffective/Revised Date Zone(s) AO, use base flood depth) 12117C 0045 E APRIL 1995 APRIL 1995 X NA o 1u. indcate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS Profile FIRM ® Community Determined Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®NoDesignationDate CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished ConstructionAnewElevationCertificatewillberequiredwhenconstructionofthebuildingiscomplete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-gbelowaccordingtothebuildingdiagramspecifiedInItemA7. Benchmark Utilized Vertical Datum NGVD1929 Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 30.22 feet meters (Puerto Rico only) NA. feet meters (Puerto Rico only) NA. feet meters (Puerto Rico only) 29.69 feet meters (Puerto Rico only) 39.49 feet meters (Puerto Rico only) 28.9 feet meters (Puerto Rico only) 29.3 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 elevationinformation. I certify that the information on this Certificate represents my best efforts to interpret the data available. ( I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. I -' - Check here if comments are provided on back of form. Certifier's Name R. BLAIR KITNER License Number PSM# 3382 Title PRES Company Name KITNER SURVEYING, INC. Address P O BOX 823 / City SANFORD State FL ZIP Code 32772 rtMA roan ul-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1107 WILLOW AVENUE City SANFORD State FL ZIP Code 32771 Company SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments A/C PAD ON EAST SIDE OF RESIDENCE Signature Date Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B. and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. Ell. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see age 8 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is feet meters above or U below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. Check the measurement used In Items G8. and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: D feet meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters (PR) Datum Locei Official's Name Title Community Name Telephone Signature, Date Comments p Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions PLAT OF BOUNDARY SURVEY for DEE HENDON Legal Description LOT 9, BLOCK 13, TIER G, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, according to the Plat thereof as recorded in Plat Book 1, Page 115, of the Public Records of Seminole County, Florida. I 41.00' I I I i Ala; N 8 o I I 1 3 1 s ar N 89'48' 21 W 117. 00"D 1 N a m 2g.je 26Le' 39.90' 56.15 O A O CONC. 0oRlvea 1 STORY BLK STUCCO32 C O m 14Uf 0 20.88 ... r 2 9 0O4.V 65• 6.7r, 5849.97 SOFT. 0 O O 1 to 11 m h--------- N 89'48 21 W 117.00 P, A O i i 1 1 10 I Mir 5 SCALE: 1 "=30' 11 11 SURVEY NOTES: 1) The street address of the above -described property is 1107 WILLOW AVENUE. 2) The above -described property lies in Flood Zone X. SURVEYOR'S CERTIFICATE 7" 0 w 0 z Ln a w J cc U N 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: i1"/ CERTIFIED CORRECT T0: REVISED FOR F1 SUIZVELC 1 2-2 OCT. Z007 , `i(s 1T 'ER SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 DEEHENDON Post Office Box 823. Sanford, Fl. 32772-0823 FIRST AMERICAN TITLE INSURANCE COMPANY 407) 322-2(M PROJECT NO: 0(a - 5?-4 SURVEY DATt- ,('0 OCYd 6ER 2006 PLAT OF BOUNDARY SURVEY for DEE HENDON Legal Description LOT 9, BLOCK 13, TIER G, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, according to the Plat thereof as recorded in Plat Book 1, Page 115, of the Public Records of Seminole County, Florida. 41.00' j Sn Qi I g s aF N 8 a 89'48'21" W 117.00'0D g g NR 3 e e"te 1Qe* 39.90, v 1 OC 56.75Cn rt r CONC. 0DRIVEa 1 STORY BLK/STUCCO C: FF. EL V = 30.32 CTI0 20.88 .... 9 0IOt' e' N 5849.97 SOFT.65' 0 0 t I] O I i e? /o 1 90 N 89'48 21 W 117.00 ml mj ; 1 2 10 1 1 1 SCALE: 1 "=30' 1 SURVEY NOTES: 1) The street address of the above -described property is 1107 WILLOW AVENUE. 2) The above -described property lies in Flood Zone X. SURVEYOR'S CERTIFICATE 7" 0 w H- 0 z 0 a w i cc Un 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 IMinim,m Technical Standards set forth by the Florida Board of Land Surueyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: i+ CERTIFIED CORRECT TO: REVISED FOR FINAL SUREVISEDFORLyY, 22 OCT. Z00722OCT. Z007 / L - T ER SURVEYING, INC—. R. BLAIR KITNER - P,L.S. NO. 3382 DEEHENDON FIRST AMERICAN TITLE INSURANCE COMPANYPostOfficeE3oz823, Sanford, F'1. 32772-0823 407) 322-200n PROJECT NO: 0(o - SURVEY DATE: (G 0C7C 6ER 2006 PLAT OF BOUNDARY SURVEY for DEE HENDON Legal Description LOT 9, BLOCK 13, TIER G, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, according to the Plat thereof as recorded in Plat Book 1, Page 115, of the Public Records of Seminole County, Florida. 0 w E- 0 z In cc w J cc 1 N I. 41.00' I I I 8 I I i -EPA, I s cxr N 89'48' 21 " W 117.00' 00 N a Ze"te ass+ m 39.90' I 56.15 CZ caac. t c 1 STORY CrtDRIVEu131- STUCCO O FF. ELEV = 30.32 cilo20.88 , ..•, 9 04.1• 0 65' 5849.97 SOFT. I O r O 11Q1j11 . r 0 1 mi ml :R N 89'48 21 W 117.00 PI>R I 1Z L!po i I-- 10 INR ti 1 I 1 5 I SCALE: 1 "=30' 11 11 SURVEY NOTES: 1) The street address of the above -described property is 1107 WILLOW AVENUE. 2) The above -described property lies in 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 &irvayors pursuant to Section 477.027 of the Florida Statutes. REVISIONS: CERTIFIED CORRECT TO: REVISED FOR FINAL SU V # 22 OCT. 2007 -- T ER -SURVEYING, IyC. R . BL A I R K: TNER - P.L.S. NO. 3382 FIRST AMERICAN TITLE INSURANCE COMPANYPostOfficeBox823S311ford, Fl. 37772—W23 407) 322-20W PROJECT NO: 0(0.. Fj2 SURVEY DATE: (0 OCYOgER 2000 CITY OF SANFORD PERMIT APPLICATION Permit # : 0—) k t (0 \ Date: Job Address: t k 0-1S Cam) t O W (j`\ Description of Work: VO%Qa t02_ W s ...rt at-G Q J- Historic District: Zoning: Value of Work: $ ygUU' GA-5 Permit Type: Building Electrical —.Z Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS 200 Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential / Commercial Construction Type: # of Stories: Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: V:S of Dwelling Units: Flood Zone: (FEMA form required for other than \) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address Lc, Phone: Contractor Name & Addressk V\E5 -77 C"'Pr C--k-act.S t' y!J (.20ntCLf •c-e o.v.r d 2. Lori-Gt t'.J dc State 5 LicenseNumber: t` V '3 Phone & Fas :4'W'332' 02 (10 Person: PhoneYJ%SyQ - 6 23 y Bonding Company: Address: Mortgage Lender: 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, etc. OWNERS AFFIDAVIT: I certify that all of the foregoing infonnation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be this county, and there may be additional pennits required from other governmental entities such as water management districts, stag Acceptance of pcnnit is verification that I will notify the owner of the property of the requ Signature of Owner/Agent Print Owner/Agents Name Date Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: of S in the public records of ics, or federal agencies. Date d Signature o&ta IDONNAJ.ORIU rMY COMMISSION # DD 401233 am + EXPIRES: June 28, 2009 a flooded Thru Notary Pubs UndOw"rs Contractor/ Agent r Produced ID initial & Date) Utilities: FD: Initial & Date) Initial & Date) 0 J.D. Electrical Contractors, Inc. 1045 N. Ronald Reagan Blvd. Longwood, Florida 32750 407-332-0216 407-332-4792 FAX AFFIDAVIT STATE OF FLORIDA CITY OF SANFORD Before me this day personally appeared JAMES D. MCELMURRY who, being duly sworn, deposes and says at he authorizes DONNA J. ORANSKY to sign and pull all documents re i g to any electrical building permits. Y /l Job: 1107 S. Willow Ave. STATEOF Florida COUNTY OF SPmitioll P The foregoing instrument was acknowledged this 19th day of MAreh 20OV, by James D. McElmurry , who personally appeared before me and acknowledged that he/she signed theinstrument voluntarily for the purpose expressed in it. Personally Known 0 Produced Identification Type of Identification Si n ture of Notary Public, State of Florida J I1.., f/t, t ( SEAL) c Print or Type Name of Notary Public N....._ 101N V. KRUSZE810. dR. Carets 0006/0698 Er hes emrto c BondedMOW, Florida NotaryAssn.. Inc w................................ .... un, OF SANFORD PERMfr APPLICATION p1fag/oI Permit H : (/ — 60 ( C/ n Date: \ fob Address: ,. w t O \A"''— Description of Work: --be S Total Square Footage 87 Historic District: Zoning: Value of Work: S 1 d S, oo 0 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm 11001 _ Electrical: New Service - it of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: 4 of Fixtures q of Water & Scwer Lines # of Gas Lines Plumbing/New Residential: q of Water Closets Plumbing Repair - Residential or Commercial _ Dccupancy Type: Residential Commercial Industrial Construction Type: tt of Stories: N of Dwelling Units: — Flood Lone: (FE:MA form required n` D`wmers Name & Address: IJEF - f (qt'/(j/ . /Z• We-Af,00^ y X'_ Z!LI V-1-- I Lcle f Ch'.. !J%4 Phone: %J olr f-4-4 Cori S) contractor Name & Address--- e: lnt-: for PM& ( Slate License Number. 1 0--7641-0 hone & Fax: 1 ?! d/ Contact Person: toi Phone:?/ _ xe- _ p g 1,3 3omding Company: ddress: Mortgage [.ender: ddress: rchitect/Engineer: Phone: T 0 7 78 9V3 ddress: /l/J S 2&N4/w%2 ///K/G [f / Fax: 3r. r4nst `/ pplication is hereby made to obtain a permit to do the worts and installations as indicated. I certify that no wort: or instal anon 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 iermit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEATERS, TANKS, and UR CONDITIONERS, etc. WNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI: r IN YOUR PAYING WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENDTO OBTAIN FINANCING, CONSULT Wfrit YOUR LENDER OR AN TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 40TICE: 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 his county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. eceptance of permit v 'ti 'on at ill noti the ow`neerof/thee po/pery of the requirements of Florida Lien Law, FS 713 Q atureof0wncrlAgent Date azure ontractor/Ageru Date hr' e-- L_ , &A n- Q& 0 Print Owner/A ent's Name DEBBIE BLANTON ZMYCOMMISSION # DD 188491 EXPIRES: February 25, 2007 1 I tanii s Signal re o-Statbff6y0J -_.TON D e MY COMMISSION C DO 188491 EXPIRES: February 25, 2007 1- 000.9MUAY Z Netery 01scamt Assoc. Co. Contra or g n -W fr&sonafiy f nown o e or Produced ID _=!N 1 la 1 O-1 1 1-7 /01BLI)G: SW.$ Z74 8'= COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 107-75024 DATE: 2 2-116 7 BUILDING PERMIT NUMBER: U %l/61 (CITY) COUNTY NUMBER: UNIT ADDRESS: I_I_CZ% TRAFFIC ZONE: JURISDICTION: 06 CITY OF SANFORD SEC: TWP: RNG: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: • `3` C%t OG/IQd ADDRESS: APPLICANT NAME: ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE 0 dwl unit S 705.00 1 S 705.00 ROADS COLLECTORS NORTH 0 dwl unit $ 000.00 1 000.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 S 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 1,384.00 AMOUNT DUE S 2,143.00 STATEMENT CRECEIVEDBY: SIGNATURE: PLEASE PRINT NAME) DATE: Z/Z//V% NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *'*** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** A'***A-A*A*A"*A'A"AA**'*SINGLE FAMILY BUILDING PERMIT**************'****** PLAT OF BOUNDARY SURVEY p for DEEHENDON Legal Description LOT 9, BLOCK 13, TIER G, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, according to the Plat thereof as recorded in Plat Book 1, Page 115, of the Public Records of Seminole County, Florida. OFFICE 0 W 0 Z Q W JCr U Ur) i 41.00' i i I I N V I OI O Nk Onm o I a Cn zm N C yy 1C UI m o O 6Vp E(.' EV = So. PLANS REVIEWED I lf OF SANFORD i 5' CLF N 89'48'21" W 117.00' CONC. DRIVE PROPOSED HOUSE 30. 00' PROP. F F : 5 1• 50 N 89'48"21 " W 1 1 7. 10 SCALE: 1 "=30' 30. 93' T Cn O 2 9 0 5849. 97 SOFT. O 7YPE' B' O DRAINAGE SURVEY NOTES: 1) The street address of the above -described property is 1107 WILLOW AVENUE. 2) The house on 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: PROJECT NO: 06-524 KITNER ' SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 32772-0823 407) 322-2000 SURVEY DATE 10 OC TO 6E.Q, Z00(p CORRECT TO: 08-Feb-2007 04:17 PM 84 Lumber 1302 4076779265 1/5 F,VALUATION 6N'1n1f ' Gary Pfiehler., P F_ ]Product ETaluaden R,epart 5665 Green Oak Cotur for Florida DCA j Fairtacld, OH 45014 EvalatiaaRcp@t11 73W4a6 W ANUFAd: a:NIPW cmurpaay 9585 Duke Btvd Mamn, 09 45040 513.77M4 300 The Clopny B%uklmg Producb umgmy mcdand doors as described anthe dnrwiatM listed below trued the desiguandtestpressuressbown. Barad an do trstmg and rational analysis ddailed belmr, this product is MadUala to be in cmVhm= with the failnwmgprovi kw of1ha I''lorida Burbling Cod- Outside the FWHZ. Word I(WsWd in compliance with FBC .1714-5 3.1, rd ANSYDASMA 1093 or OFFICE171w*& the HVHZ: Wind Loads fwHVHZ (tustrd In complimm With FBC 17145.3.1, ref TAS 202), 1625 Cyctie Tests fart HVHZ (ref. TAS 2031 16261mped Tests for WHZ het. TAB 201) Description O[ Product Steel Pan (utiu. 25 ga.) Doable Car (91r to 161W Nude) W]NDCODEw W4 Gw4p Door Deli preys: +241-24.5 'Pest Pressures+ •+•361-37 Specific Models and Technical Doeamentntion: W&I Test Revert Drawlag No. Cat uacrds 73 W4. 1500W4, Glazing spproyod per WN41, HCN-3. LOW Strad roora track W.orovcd75W4,190W4, NCN-41 101711-Rsv06 peaHCN-126. s4awa Sawa Glazing approved per I- CN 41, l{CN-3. Low lead room track approved 42W4, 49W4, 55W4 ACN-41 102047-ReVOS Ma HCN-126 Glazing eppravod per HM-41, MCN 3. Low bead roam track approved4RSiW4,6RSTW4 IiCN I 102138-I{rvQ3 Iff HN_126. Gbzimg approved pwHCN-41, lfcN-3. Low Lead roam trackapproved4R3IW4, 6RSFW4 lUC1d-41 I02410-R+.w02 Car HCN-.126. Giazmg approved per HCPt-41, HCN-3. Law lrad room track approwsd 1 i oRW4, 120Rw4 HCN4.1 101981) tKr 05 HCIrI-126. _ Model usts hwizantal •reinforcement; door bcigbt does nd affmtH73W4, HS00W4, H('N-41 102436••Rev03 It""K Nwi7ontal reinforoemeut door hatpin does riot affwt H4STW4, H6ST W4 HCN-41 102492-RcvQ2 tree. Model uses bmimntal reinforcement; dour height does not a!°frxt H4SFW4, H6SFW4 HCN 41 102577-1tev02 i InslaNatipn A ir+emeats: Installation must W in aoctmbrice with manuf iurees instsllative. instructions. mimtions sod coadibms of use: Jamh% lin.cls, sills or nth striaursl elramts mquired to prepam apantngs are nrrt ccntiredLi . The dcsipp of the supporting strttctruel cica Its shall be the responvlti5ty of the professimW of record for the building or structure Lind in aceor kwc with caaent building codes for the loads listod on the drawing(s) _ femnced above- Cortlfarbor ot7indevendeooe of Rvaluation EntjW I hereby certify that (1)1 have no rmenrial interest in Clopay Building Pralaras Corupan3, (2) I am an iodepeMerd lrccnsed ptoii!&si uu! Ljgjn is the Stste of Florida: and (3)1 comply with the criteria of indepcudc= as stated in 9B-72.110 FJLC. Sigamm: Gary Pfachler, P. B. Florida P. E. No. 49950 Date: 4l_7lo j " 0 )9/11 Y(J-( fe , 71 Ilo-r) v"I W I/ JIL Oro 6 Ir.S a P-111,16 FILE: 73W4-16REV03 G LOO R90A PRODUCT APPROVALS 302SH9 06 La RUM 7 I r ram i4 OOL Is OL4mv. rr fA7 W AYR GrsppwL W-WWLMiWCM6 a /i 1ro , e i®LAM !MIMlf1 vmOoUy, a afro IV Had tis - .. _ _._ .. If a lom — S a1.'S 3 law am p0 CA aIr. titer RAM,araaL W 'Vie PAWWN 10mIbmumOgeK 7ltbt Y 1y pyp, ago iN ". M T i ll OIO' A Hootirra M >R me soar. uol, ar wlala eelr. r ..rr II++ Vr.c, am w AAUMLr mr.. r or 9% OIL 040 0 r ay. WHIM ssQ ell wm cm Ae110, Nam I. AL Dan an ,o ou s+mauw R 4 °RLeWo :IMepsroMe+eeanolers IM +aao'Psr & -no ° MWAMAIsLOM i 4m== " PAr, N0.: r.. mLMNCESc m p 9o. le w4 M D. * Al AO . L00. 3A00 DE9CRIPIOON: H00EL .i Nar Dear 3u .. 10'01Y s '0111 OA4YVN BY: NJE OAiE: (3//BD SCALE: 1(CIED WYO. MMEB ow—lA10 DO CNECXW M, we. SHM , (W 1 oV yVVaL Dl1Mtla +bn WE WOt 10047 RiV. NO. o5 2 1 08-Feb-2007 04:18 PM 84 Lumber 1302 4076779265 3/5 EVALUAIM ENTITY Gary Mohler, P. E Product Evaluation Report 5665 Green oast Court for Florida DCA Fairfield, OH 45014 Evaluation Repart 0 73W4-16 MAriilJPOVI ER Clopay Building Products Company 585 Aube Blvd Masem, OH 45040 513.770-4900 The Clopay, Building products Company sectional doors as described on the drawings listed below meetthe designandtestpressuresshown. Based on the testing and rational malysis detailed below, this profit o is evaluated to be to compliance with the following provisions ofthe Florida Building Codt: IS Outride the HVIiIZ: Wind Loads (tested in compliance with FBC 1714.53.1, n!f. AN31/DASMA 108 or TAS 202) D Inside the EWM: Wind Loads for HVHZ (tested in complf=e with FBC 1714.5.3.1, rzi: TAS 202), 1625 2EIie Tesiz for Hv HZ ref. TAS 203),1626 I Tests for HVHZ re£ TAS 201 Descriptlon or product Steel Prot onin. 25 ga.) Double Car (9'2" to 16'0" wide) WDMC0t)lTw W4 Garage Door Design Pressures: t24/-2.4.5 Test Pressures: +361-37 Specific Modcls and Technical documentation: W Test REeort Drawing No. Comments 73W4, 1500W4, Glazing approved per 14CN-41, HCN-3..L.ow head room track approved75W4,190W4, HCN-41 101711-Rtv06 perHCN-126. 84AW4, 94W4 Glazing approved per HCN-41, HCN-3. Low head room trackapproved 42W4, 48W4, SSW4 HCN-41 102047-Rev05 HCN-126. Gas moved per HC14-41, HCN-3. Low head room trackapproved4RSTW4, 6RSTW4 RCH-41 102138-Rev03 per]RCN-126. Glazing approved per HCNa 1. HCN-3. Low head room track approved4RSFW4, 6RSFW4 HC'N-41 102410-Rev02 1CN-126. Glaring approved per HCN-41, HCN-3. Low head room track approved 110RW4,120RW4 HCN-41 101980-Rtv05 ow 14CN-126. H73W4, H500W4, Modd uses horizontal reinforcement; door beight does not afTrct 1494W4 HCN-41 102aRb Rev03 performance. Modd uses horizontal reinforcement; door height do" not aftbct. H4S'fW4, H6STW4 HCN41 102492-Re42 arformance. _ Model uses horimrttal rc nforcement; door height does not affect H4SFW4,146SFW4 I1CN-41 102577-Rtv02 ribrinance. tnstallarlon re4uirements: instuilation must be in aec0rdanec: with mantrfu:turer's installntiun insuvationa. LigttiAptions and conditions of use: lambs, lintel:, sills 01. Otter a'tructuraf elemcnt!i requil'ed to prepare openings are not covered. The design ofthe supporting structural elements shall bethe responsibility ofthe professional of record for the building or structure and in accordance with current building codes for the foods listed on the drawings) referenced above. Certlf estion of Indeuendenee of Evaluation `ntfty: I he0by certify that (1) I have no ilnanclal Interest in Clopay Building Products Coinpany; (2) I am an iudepea!dent licensed Professional Engineer in the 1,;Im of Florida; and (3) l comply with the criteria of independence as stated in 913-72.110 FAC. Crary Mohler, P. E. Florida P. l3. No. 49950 Date: 41-7le j Pn.P.: 73W4.16REV03 FLORUDDQ PRODUCTT APPROVAL 302ORI 06 MODELS LD 1 IA 2+ lay - TJ GA 73 73 1 I500 7 aa 00000a %it Ow rmP 1/ maR 1'atlNIIOA IDW IIM LM IMlai OrmlK ANNUUMMI AM rwr WA U.V. CIATW all asam euMA INIM%ii vT tlnme mai a y Y Y tv 1io t1011 auPER ulq r%U Dare on Wal°maae om rr l-7T 9¢071A LARLa D_ b3cl u( aiea asil6eTala C Arv- . w ulanK ulst sac ryee VC Tw. ana+atavotgO4Qi0 rr Ilmt eWRt r T14 ENMrW _m lnrsorin yp8 O CD 1 n Cr N OrmUN71" anw MM OL wn avw O 7m flrL OtYrI" OeYI' m IMAM WA UL ion OalrmSatIvd nRlwwclmanKxalmoal% r- m 1D a INK VIM RID e wvAWD° °riar'"nt OD r0•r, nm oral of !Mal I= O6' n I U- of sNx aRa 11rrl1 w+ Iq TWX W-CM TO GOt P=W o m0 D Wr IapoDUllappalUrallwpMrMgM •Yarmll r OW 4101L WRIg A) N i O Siam isaL ttole..e.eL. v r r Q. v VM PA seam v a tars ioarRn "r a a oo irlsa1OR a, txRvaw tl am INN!"up 0a lum Ire. ala• Hall am 9= O a UK VOL l0a. ima,a rvkle 44llK4 U)CK sor r o M mN OBI at r C OfIi mal ore rMl o o n4 IK 1a01 - t r I NO,O iR - —Qar nae0• RG MMir. le wL f. fmu .r AwavaroaerawwCaslurp &a 100c DESIGN LAWS: +24.0 PSF Q -SCI PW all rlt:ar. r'i%re.+ TEST LOAD& +3/D Mir k -37.0 PSF RL 11Opay •o Cr)ta) no-•reo O" W owmvO I AnMr rlea l 6,wA ma Bulldln9 Products 11+..eemole.pr.Ono" vMyIMwetoa Comoanv ..tllit K•'rlllt 14..a: L.:' Maas rno lrrl. WM CM W 4 1 e•aw a SWH 4/ 14 7 a 10Yr +SO -7tib FSF DU. Soma B101711 05 l 0 01111110 101111110 A G C M ci • r 0 % 111111% k%HIIII It % O. 1._ ul:..•. rnr t al.:.;.ar u•r t a[1••.I Y 1•r ro i— • t ww" taa,.ot arm U= „ I 6 1I O66fi 01 p7 •tml Otadtl t<i a OVl alfi0. 'a=•f AN-M %WAX 114q W lR7n Il NI.I ,rDUCItl INN t/ mQ1 7 1¢tCnO[ — 1 1 Q 6A QiD1 !R t YOIm1 0—M ,R6t atl'1r "Cot t LA 3 _ .a,m Ama Witt MOOf1Rfais a, *C%t S m 7wm wvpgO p. W 0p1p/flptp'tW' I1 r as TO ,1010[ I NAM 7914 CDD[ OLD Ll a Mo. tin KIND mram t WOaI t t0f AW 11iR ttflfa... Am 11P& t 1111111m 0. 1v W10Qf ff.. W .m Ku.aoo am irk IN YWWO1 WI 11110 lllJ M10l4MLYtWm00ID O Mr. Irm .tat au E M W Nttf :m .OtO'7tKfir• M tW 11" as . 1t..'j-a vl \ M INW 4—af/' W IUM Nor 00 mm WIN aa}ty at fN' 011 tttlt. `` t km OIL1t ttL ! OR aa.t I,tXt0 ftt. flm ttf10L Wnf W w r•n....r rr .. arY. ffi 0 y 16 OIL •"fmx anmu0! r • t ttts a _ ' 1i p•rrc° °f p v a TW L111M +DMOM 3 0 PS ] PSP 7_ I'. u ..o 06 wr• V Y. ratµs Ex IY ift e ta•O atee0t i i lal tw .tom •y 4 Tlp PAKr NO_ a. fr o..,.. ff 1. _ .• PC' 11:mri" ••1 .r a enm TOLERANCES W 4,f s',••• e•l l O0D,,aarr Wr a ON 00 Af6 OESMIPTIOIL• 1WWM 42/40 Mm Dmr Sim. 1aWW 011 f, tfw+ sm° iet+f .oaf or 000a o. a,tmottnA t m 0o imf DRAWN SY: NJC IGAM IV3199 SG1l> "o CNR Dq." atn CMECXED ft DATE: 4HECT t i 1 5 9M" tiui i Zm OM. NO.: 107D47 REV. N0. 05 02/OB/2007 17:19 FAX 0 001/002 ur UNIVERSAL ENGINEERING SCIENCES, INC. Consultants In: Geotechnical Engineering • Environmental services Construction Materials Testing • Threshold Inspection Privete Provider Inspections Budd/ng Inspections Branch Offices In: Atlanta *Clermont • Daytona Beach • DeBary • Fort Myers • Gainesville • Hollywood • Jacksonville • Ocala* Orlando • Palm Coast • Pensacola *Rockledge • Sarasota • St. Augustine • Tampa • West Palm Beach Corporate Office — Orlando Date: Thursday, February 08, 2007 Attn: Flossie Degrave Company: City Of Sanford Fax No.: 407-328-3859 Copy of Fax to: Subject: Flagship Parke notification Pages: 2 pages (including cover) Comments: Have a great day Amy Desmond Building Inspection Department (BID) Administrative Assistant 3532 Maggie Boulevard Orlando, Florida 32811 Phone No.: 407-423-0504 ext. 3054 Fax No. 407-581-0313 adesmond@uesorl.com Time Type of Permit Client A.M., Inspection Subdivision No. Lot city Physical AddressP.M.. No. AT' DR 1:00 PM Pre -power Flagship 06-1983 1 76- Sanford 1 1310-1330 SanHortonPark78JacintoDR1:00 PM Bectrical Final Flagship 06-1983 76- Sanford 1310-1330 SanHortonPark78JacintoDR1:00 PM Mechanical Flagship 06-1983 76- Sanford 1310-1330 SanHortonFinalPark78JacintoDR1:00 PM Plumbing Final Flagship 06-1983 76- Sanford 3310-1330 SanHortonPark78JacintoDR1:00 PM Building Final Flagship 06-1983 76- Sanford 1310-1330 SanHortonPark78JacintoDR1:00 PM Pre -power Flagship 06-1982 79- Sanford 1210-1230 SanHortonPark811JacintoDR1:00 PM Plumbing Final Flagship 06-1982 79- Sanford 1210-1230 SanHortonPark81JacintoDR1:00 PM Mechanical Flagship 06-1982 79- Sanford 1210-1230 SanHortonFinalPark81JacintoDR11:00 PM Electric Final Flagship 06-1982 79- Sanford 1210-1230 SanHortonPark81JacinloDRI1:00 PM Building Final Flagship 06-1982 79- Sanford 1210-1230 SanHortonPark81JacintoDRI1:00 PM Building Final Flagship 06-1972 1-3 Sanford 1110-1130 SanHortonParkIJacintoDR11:00 PM Plumbing Final Flagship 06-1972 1-3 Sanford 1110-1130 SanHortonParkJacintoDR1:00 PM Mechanical Flagship 06-1972 1-3 Sanford 1110-1130 SanHortonFinalParkJacintoDR1.00 PM Electric Final Flagship 06-1972 1-3 Sanford 1110-1130 SanHortonParkIIJacinto 0 N Om NO O 00 N OO N STUCCO BY OT.E: PERIME I BY OTHEf SEE NCTES) EXTEPIOR aE' •.,.A ...L-HOR — '.N A'GN A`i.-:.R 07 aE:_ '_; / CAULK DE-•wEEN 1GHT S,IM AS REO'D OR FRAME A4"B PERIMETER CAULK BY OTHERS STUCCO — BY OTHERS DOOR WIDTH j f ;::iy -HERS v MAS JNR-: OPErtING C i \—INSTALLATION ANCHOR i 3j16- DiA. TAPCON 4" MAX. SHIM SPACE CAULK BET'WFEN WOOD BUCK & MAS•Y OPENING I BY OTHERS 1-1/4" MIN. EMBEDMENT I nRM A ®• ®• ASECTION B-8 Bl Vel I ® s • CAULK BETWEEN NOOD BUCK & - MAS•Y OPENING NAM• • BY OTHERS GNE Br v+000memrum* v eUCK cY O:=.E^n5 jl 4" SLIDING; GLASS DOOR—,, v :J r,COK STRIP I 1 -1/4' MIN f 16ERAI_LY Ai -PLY CAULr.ING J i ( v EMOEDMEN , ONDEP SILL OR -SET SILL IN BED CF CONCRE-1- CGNCRE?E.GR \— Si — MASONRY OPENING - _ IN„T AL_AT%^`! ANCHOR GLAZING BY OTHERS ``'i 3j i6D:A. APC GN ,SSE NOTES) m rf•rc R MATERIAL L^ J2Y L:4 .F.ETE. 4NAT rll - iN_ ._ VE A c x • l' JNJ r i VR ' -- xACT LC R _E iS rug _I ED'w _hC CR, ,, .SE .+O.uk r ,. .- _ ._r. 4 RE SL, 1 •: LJ ' y J A ED'CLAS ISS N Sr`, ,r[ sUE }J AA c :L Y N , rc CtEN A l ! rif a/ LL NERS AR J CL rR L M VA t N P / i S REC' D. .A SL "A A .y C ` x {•1 v. AL. A-.: iN ANC-G,.S A1u 3E L .C' AN V 4l - V !]: M- REx" REPRESENTS uOVNG PAN[- .ND 1 ^i' S r _L xapR., _.: ar_ .> --'E 1 Al Ot r A' /INS -EL AEOVE ARE Hf MN N AMNf, f AL JER N -IOIN tA< ..•N: P AIL Ai' f y A A 01 AL A RL;JE - f- A ';.NS ,!1 { - , • _ ALL NAaLE RASING 3E'ACN rN FS _ A 5 uE dS 420 SL NG CLASS OCOR IS ' ' S N ALSO APPLES 0 G S A 0 Sr 5 t. CCR LEL - v _•Ru -PE 3E. - S. w` Y „rY C.. ... C.. :.,C+C -3; 9- N. IC A_ E A C d J - A LA f! r :`v :HAR I j Ir C t+ 1_ l ERP n i 45 PSF 61 PSF I UP '0 jt.P 70i46 PSF J J r 0! P V J4 61 PSF TO - PSF P 5a '/,. 3 X.. Xu x cso 3 1 3 I 4 3 4 1 5 o0158 XGCY., xx 2 x .9O 4 1 4 4 5 4 3 4 4 5 1 X *.X OC68XcLx. xx S6 x 80 20 Y.PC 6 J I < 1 8v xG Gx. xx O x b 3 3 3 3 5 5 i a 4 j 5 i 5 6 I, 6 x 8080 xG. Ox. :! x 2 x 96 9b X 96 3 4 a i I r I 6 i 6 080 _,x xx 766E 120 5 l 5 I a 1 4 3 I 1 4 5 CXO S1-3/. x 60 5 1 1 6 4 3 4 5 OxO i 103- 3/4 X 80 1 5 5 9 a I a 5 i9068 i2C68 Cx0a5-/ x EO 7 7 a 3 3 5 15068 Ox0 i181-3/. X 8C 8 10 5 i 5 a 6 6 680 Gx0 j91-3/A x 96 5 5 6 a I 9080 GXC 09- 3/4 X 9E I 11 a 54 6 6 12080 CxC a5- 3/A x 96 I 181-3 X 96 7 8 11 I 3 j 5 4 I I 6 615080 OXO XIXAE- s/: 6 x 8CJ i 4 3 4 i7668 xIx 06- s!'6X 801 5 5 6 a 3 i a 1 I 5 5 19068 i 2068X.x1142-8/16 X F-0' J 7 ! 4 I a 334 a 5 15G68 XIX 7680XIXj17E- 9/,6 X 10 I88-0/I6 X 96 1 8 5 10 5 5 5 5 a6 6 I 9G80 xlx1106-9/16 X 961 5 i 5 i 6 5 4 6 6 080 XIX i 142-e; :fi X 96 9 t3 S 5 e 6 6 0 i 6 115080 XIX 78-v 1,6 x 961 8 1 5 r0068 OAXO, XXXX120-s•/e X 80 1 6 5 I 4 3 4 I 5 12068OXXO, XXXX1144-5/6 X 80 1 7 7 8 4 3 4 6068 OXXO. 'XXXX 1,92-5/8 X 80 9 1 _1 2 7 I 0 1, 10080 OXxO. XXXX1120-5/8 X 9E i 67 5 5 4 6 6 6 12080 OXXO, XXXX144-5/8 X 96. 1 192-s 7 8 12 14 5 4 a, 6 6 160E0 CxxO XXXXax9619CONCRETE --7 OR MASONRY / OPENING BY OTHERS i ja" tJIN. d G EMBEDMENT DiXGi' `MOTH A- DOOR HEIGHT A MI HOME PRODUCTS l'-RAT7, E:, . laL NARTINCZ c.sa' ,;•,/1 SCALE N. T.5 Concrete or Masonry Orenirg o t p p a w c p. I Q 9 Perimeter Caulk, By Others 5, I so between flange and buck } U ZD 1 Head - gym 2 Flange Type Window Head Tapcon Caulk Between Buck and Masonry Opening By Others Wood Buck by Others c n n a E"t'rbr ( c u o I E o a O Class as RequiredLid1 C Flange Type Window Frame Sill I i Perimeter C..li J III .:°y n+tern I c I tool By Others E oPre —Cost SillQ. By Others q > ` 7 a Ccuik Between, flange and Pre —Cast Sill C 1. Shim as required at each installotion cnchor es shown, with load bearing shim. 2-. Anchor must be of sufficient length to provide! 1/4" :nin. embedment into mason,ry_or Concrete. 3. Caulk between window flange and buck. k-B4. Caulk full perimeter of window. 5. If exact window size is not given, use anchor quantity for next larger window in chart_ D. Gicss thickness Will dory with window Size and design lood, and rPUSt carnly with ASTM E1300. 7. Letter designations on the tcpcon location chart indicate where anchors are to be installed using the elevation as a key. 8. All factory applied holes not designated for topcon* should be filled with 8 screws of sufficient Ith. to provide 5/8" min. embedment into wood buck. TAPCON * LOCATION CHART CODE WINDOW ID FASTENER LOCATIONS F"'rl0r Concrete or Masonry Opening SIZE SIZE OP36 TO DP52 DP52.1 TO DP70.8 Outside Dimension 1j' MIN' — rPENETRATION 1 12 13 18 1/8 x 25 18 1/8 x 37 3/8 A. C A, C A, C A, CPerimeterCaulkII14781/8 x 49 5/8 A, C A, C Caulk Between 15 18 1/8 x 62 A, C A. B, C Flange and Buck I '' 16 18 1/8 x 7.1 1/4 A, C A. B, C d 1/2 32 25 1/2 x 25 A, C A, C 1/2 33 25 1/2 x 37 3/8 A, C A, C 1/2 34 25 1/2 x 49 5/8 A, C A. B, C 1/2 35 25 1/2 x 62 A, 8, C A, B, C c 1/2 36 25 1/2 x 71 1/4 A, 8, C A, B. Cidd Jamb 22 36 x 25 A. C A, C d v 23 36 x 37 3/8 A, C A. B. C d 24 36 x 49 5/8 A. B, C A. 8, C 245 36 x 55 1/4 A, B. C A. B, C7725d36x62A, B, C jI A, B, C j 26 36 x 71 1/4 A. B, C A. B, C, D 32 52 1/8 x 25 A. C i A. C A, C A, 8, CJ"t4•SH I M c 33 52 1/8 x 37 3/8 i BUCK 4 34 52 1/8 x 49 5/8 A, 8, C I A. B. C 345 52 1/8 x 55 1/4 A, B, C A, B, C. D 35 52 1/8 x 62 A. B. C A, S. C, D Topcon 36 52 1/8 x 71 1/4 A, B. C, D A, B. C. D, E Inside Dimension Wood Buck By Others D D Caulk Between Buck and Opening * "TAPCGN' TFEHARDENED MASONRY SCREWS I': vi::uE TApCGN, RAWI_ & SIMPSON AL W f Dasign Pressure values Ilstrd soave are in ?SF A WO E M=a a t• C n71L ^^ I _ _ I _ + _ 7uw " 1 DATE- i1VJ1/_ LL liON INSiRL)IC1IONS J.W. 1f15 02 N _ R SC1-LDULE tASTEN ONE 1 > 1 LlCI1 - I I Imo; i Seneks "STRUCTURAL" ,..VE_RT1=C=ALA-_UL L;IO ®a:ia: -fin_ tYP,e NOTE: If adding a transom, roundhead, etc., saw 1/4" off the top of the mull before joining units and refer to horizontal mull instruction sheet #MULLH43A. Step 1. Strip fins from windows where mulls are to be used. -- ".1_ -t Step 2. Apply o bead of caulk in the mull to seal against window jambs. , y , — 01-744 Step 3. Place windows and mullions together as shown- below. 4111 _ UMCS Step 4. The single hung jamb has an exterior track (screen area — bottom .;ofwindow) -and- avL interior r operating_scsh — upper half of window). in these areas only, drill 1/8" pilot holes through the jambs into th'e llmun, then re —drill the jcmbs only with 3/16" clearance holes. Holes should be spaced evenly on approximately 12" to 16" centers. Step 5. Attach windows to mullion using #8 x 3/4" sheet metal screws (not included) through drilled holes as shown below. To avoid jamb distortion, do not overtighten screws. Step 6. The gap between window jambs at the top must be flashed and caulked and preferably be covered by construction / overhang to prevent water leakage. A 3" long black plastic flashing clip which ciips on the top edge of the nail fin is provided to help close this gap. Use ample sealant under and on the edges of this clip. Step 7. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. NOTE: FACTORY TWINNED UNITS ARE FURNISHED WITH A FULL LENGTH DRIP CAP. THIS IS AVAILABLE AS AN OPTION — SPECIFY "SECT5769" AND LENGTH SHOWN ON INSTRUCTION SHEET # MULLV43B.. CAUTION: This mullion is one inch wider than the Series 543 mull which took zup 1/4' between units. ADJUST THE WIDTH OF ROUGH OPENINGS AND STACK - ON SERIES No. 05X WINDOWS ACCORDINGLY 8 x 3/4" sheet metal screws Exterior a" DRIVE HOLES (MULLION) 1 1 /4" Caulk full length (2 places) Sect5766 reference) I \ 3/ 16" Clearance Holes Field Drilled) SIDE 3, 6" CLEARANCE HOLES (JAMBS) NOTE. SEEREVERFASTENING S EQUIIREMGENTS MI HOME PRODUCTS / BETTER-BILT VERTICAL MULLION -DESIGN LOAD CAPACITIESi FOR ALUMINUM V43 TUBE MULLION (DIE # 5766; APROX. SIZE: 1 5l8" X 2 1l8" X 118") WHEN USED TO MULL FIN FRAME WINDOWS V43 CA980582-A 07-Feb-2002 98-1012 WDW. WTH. > MULL SPAN V 24.000 30.000 36.000 37.000 42.000 48.000 53.125 36.000 240.0 218.2 213.3 213.3 213.3 213.3 213.3 42.000 192.0 171.4 160.0 160.0 157.4 157.4 157.4 48.000 160.0 139.1 128.0 126.3 121.5 120.0 120.0 50.625 150.0 129.7 117.1 115.7 111.E 107.9 107.9 54.000 137.1 118.5 106.7 105.5 100.0.96.0 95.0 60.000 110.0 93.8 83.8 82.5 77.3 73.3 71.3 63.000 93.9 79.8 70.9 69.8 65.1 61.4 59.4 72.000 61.1 51.4 45.2 A 41.1 38.2 36.4 NOTES: CHART APPLIES ONLY TUBE MULLION 95766 WHEN USED TO VERTICAL MULL SERIES' 542/05X PW AND / OR SERIES 700/704/740/744 SH WINDOWS READ WINDOW WIDTH AND MULL SPAN IN INCHES WINDOW WIDTH DIMENSIONS REPRESENT THE WIDTH OF EACH WINDOW IN A SINGLE OPENING, NOT THE OVERALL WIDTH OF THE OPENING. DESIGN PRESSURE VALUES ARE NOT LIMITED TO TWO WINDOWS IN A SINGLE OPENING, AND APPLY WHERE ANY NUMBER OF MULLIONS ARE EMPLOYED IN A SINGLE OPENING. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. Dmax = U175 MULLION MUST BE ANCHORED TO SUBSTRATE WITH CLIP NUMBER SECT5795 ,USING TWO 10 X 1-112 SCREWS IN WOOD OR TWO 3/16 IN DIA. X 1-1/2 RAWL TAPPERS OR APPROVED EQUAL IN MASONRY OR CONCRETE. PREPARED BY: PRODUCT R APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 1 FAX 407 805-0366 C x paque Inswing Unit APPROVED ARRANGEMENT: qm'A 0P!,Wfft_tN41 0,j1j02 T IMnll ElIJ lest Data Review Certificate 13026447C and COP'lest R,,poll Validation Matrix 3026447C OW provides addifinnal infolnialiOn available from the IT',/WH Website ( N" 'llsenike con). the kilsorlde websoc (wwwinasoml- corral or the Masonile 1p.chnwal crriler I Mote: units of other sizes are cover(,(] by thisEU, IF -ill, report as long as the panel used does not exceed TO" x 6'8". Siflole Door ma,imum 111111 07P, - ITF, GIT Design Pressure 76.0/-76,0 imiled vntq, nnlres qT-6,1 lhiP010d design is used Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Achial 001n presmite and imt,i, t resistant F"uitpnienls for a specific htillitioq design and geographic ImRtion is deletminp(l by ASCF. 7-national, state w local huddinq ctxles w-:tfy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires lhit minimum assembly details have been followed —see MAJ)71NL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requites Illat minimum installation details have been followed —_ see MIDVLAIA0001-02. APPROVED DOOR STYLES: lush Arrh Top 3 panel P, panel New r1101amj i palirl Eyebrow 4 paorl R 1,111P.1 1 panel 5 panel 5 1,310 With srwll ry-hlow 5 panel Fyebtow 9 panel with EntergyErltrysV"tems Masonite International Corporation CERTIFIED TEST REPORTS: NCTL 210-1905-7, 8, 9 Certifying Engineer and License Number: Barry D. Portney. P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, fA202 and PA203. Door panels constructers from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood Top end rails constructed of 0.032" steel_ Bottom end rails constructed of 0.032" steel. Interior cavity of slab filler) with rigid polyurethane loam Core. Frame constructed of woodLwith an extruded alununurn threshold. PRODUCT COMPLIANCE LABELING:-- _____,_ r TESTED IN ACCORDANCE WITH I MIAMI-DADE RCCO PA201, PA202 R PA203 COMPANY NAME CITY. SIA![ TO' the best ofmy knowledge and ability the above side -hinged exteriordborunit-conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Fngineer Kurt Balthazoi. P F. -- t.icense Nfnnber 56533 Entr Entry Systems rest Data Review Certificate t3025447C and COP/lest Report Validation Matrix 13026447C-001 provides additional information - available from the ITSMI website (wwwellsemko.com), the Masonile website (wwwumsonile.com) or ttre Masonile, lerhnrat renter. 100, Masonite International Corporation r ('. CI tl: 1 MD.1 •r:. ,.. .. •'qr.n . ( ir.I n. M. } '1 ni,n,,. ,. af a= W LL c0-0-Zh 0-0-6 co Licr L; OFFICE 1, 1 Q ozw N 1 a sN sg? aOo M a 0 yN EWED m m n CITY CORD w w W o 0 Q a O_ Z mDMAN/ O O O U_ z0 U) LL Q CO > w U o z o d Vi -J m U U N mF 0 LLB " 9 mNo^ m2mv m-MLL;ZIRO voOo 3 N L LLQOa N QJQ O' ZZUIW..aQOWQC m VZ002J F K aWU a LLO>3m JaOwOJ m mO r'. a W jWQF Q L Z W QjW } JOyOmtUO Wig=myW r N s m nnI.L U) co fi W UOzocncc G n g oFjz LLKLL2'O F0001-F? If z. 0 fiZ 2• JU JU m Q U Q, Z: GW o+ m m LW m LW oolcv f L z PLAN REV m 0 shs 0-1-Z A L f Ulf C7 JU GW x x x x x HEf LW o\O LW i NLW LW klGWc7 U J ao GW klLW m LW JU FlGW Q, a r If Ulf DE DANSCO ENGINEERING, LLC P.O. Box 3400 P.O. BOX 1049 Apollo Beach, FL 33572 OFFICE Summerville, SC 29484 Telephone (813) 645-0166 Facsimile (813) 645-9698 E-Mail: trusses &danscoengineering.com CA 25948 Telephone (843) 875-4912 Facsimile (843) 871-0603 C00646 The truss drawing(s) listed below have been prepared by 84 Components under my direct supervision based on the parameters provided by the truss designers. Job: 11387 Builder: CHERI CORP. Project: 1384 26 Truss Designs DE Job #84AP-260893 Trusses: h1, h1a, h1b, h1c, h1d, h1e, h2, h2a, hj2, hj7, hj7a; j1, j1a, j3, j3a, j5, j5a, jk2, jk2a, jk7, jk7a, t1, t1 a, t1 b, t1 g, t2 NS REVIEVWEDP E CITY OF DRD ate: October 9, 2006 Samuel A. Greenberg, P.E. FL Reg. No. 34245 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. FBC-2004 Sec. 1609, ASCE 7-02. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. DE lob # 84AP-26089-1 Job Truss Teas Type Oty Ply 11387 H1 ROOF TRUSS 1 f2 lob Reference (optional) 84 CoMfRWN78, APOPKA. FL e.300 a Apr ltl LUW MITex industries, inc. Mon Od de 08:39.57EM Pepe 1 r7-0-0 12-10-8 18-" 23-1-9 29-0-0 36-0-0 37=4 14- 0 7-0-0 5-10-8 5.1-9 5-1-9 5-10-8 7-0-0 14-0 wr • u1e m= m= tin. o m= tin. rr a 11 O 4 10 m • tt a • a N 1 m4 - tm. a m=m= tin.• m=are= tm.s 9- 4-0 94-0 7- 0-012-10$ 18-041 23-1-9 29-0-0 36-0-0 7- 0-0 5-10-8 5-1-9 5-1-9 5-10-8 7-0-0 LOADING( psf) SPACING 2-0-0CSI OEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.42 13 >999 360 MT20 2441190 TCDL 7.0 Lumber louses. 1.25 BC 0.74 Vert(TL). -0.62 13-14 >689 240 BCLL 0.0 Rep Stress Ina NO WB 0.38 Horx(TL) 0.17 8 Na n/a BCDL 10.0 Code FBC2004/TP12002 Matrht) Weight 350 bLUMBER BRACING TOP CHORD 2 X 4 SYP NO2 TOP CHORD Structural wood sheathing directly applied or 4-11.0 oc pufts. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rlgld ceiling ditL* applied or 6310 oc bracing. WEBS 2 X 4 SYP N0.3 REACTIONS ( b/slze) 2=278810-5-8, 8=2766M-5.8 Max Horz2=90(load rase 5) Max Upa12a1773(load case 5), 8a1780(bad case 6) FORCES ( lb) - Mardrnum Compressbn/viaAmum Tension TOP CHORD 1-2.0/M. 2.3z5381V3372, 3.17=-67794471, 17-18-677914471, 4-18=-6778/4471. 4-19-6779/4471. 19.20-877914471. 5.2D--6779/4471, 5. 21 6779/4471. 21-22=-6779/4471, &22=-6779/4471, 6-23=-6778/4471, 23.24=-8779/4471, 7-24z67794471, 7.8-538813395. 8-9-13 BOT CHORD 2.16z298014708, 16-25-296514731. 25-26=296W,1731, 15-26=-296514731. 14-15=-296514731, 14-27=-4740/7329. 27-28-47401r329. 13- 28-4740/7329. 13-29-474017329, 2930=••4740/7329, 12-M-4740/7329, 11-12=-2931/4731, 11-31-2931/4731, 31-32=-2931/4731, 1& 32d2931/4731, 8.10-2926/4708 WEBS 3-18=-122/751, 3.14=-1746MGZ 4-14=-6181695, 5.14e-670/469. 5-13-0/426. 5-12-670/448. 6-12=-618/696, 7.12-1725 2392. 7-10m12WS1 NOTES 1) 2-py, truss to be connected together with 10d (0.131'x3') nalls as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-04) oc. Bottom chords connected as tolbws: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at0.94) OC. 2) Ali bads are considered equally applied to 80 piles, e=epl 8 noted as ham (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been erwise Indicated. 3) provided has been cheute cked for untiormroof livs notedas (F) ore triad only, , unless except as noted. 4) Wind: ASCE 7-02; 120mph (3-second gust); h-30ft TCDL=4.2psf: BCDL-6.0psf; Category II; Exp B; enclosed; MWFRS gable end zone: Lumber DOL=1.60 plate grip DOL=1.60. 5) Provide adequatedrainage toprevent water pending. 6) This truss has been designed for a 10.0 psi bottom chord Ova bad nonconarrent with any other he bads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding I T73 b uplift at joint 2 and I nM lb ups0 m )olnt S. B) Hanger(s) or otherconnection device(s) shall be provided sufficient to support concentrated load(s)168 to down and 275lb up at 7-0-0. 1161b down and 175 b up et 9-0-12, 1161b down and 175 ID up at 11312, 1161b down and 1751b up at 13-0.12. 116 b down and 1751b up at 15-0-12. 116 lb down and 175 0r up at17312. 116 Ib down and 175 Ib up at 18.114. 116 lb down and 175 lbup at 2&114, 116 b down and 175 b up at 22.114, 116Ib down and 175 In up at 24.114, and 116 Ib down and 175 b up at 28.114, and 1681b down end 2B5 Ib up at 29-0-0 entop chard, and 383 b down and 1951b up at 7-". 94 b down at 9- 0-12. 94 b down el 11-0-12, 94 In down at 13.0-12. 94 lb down at 15312, 94 b down at 17.0.12. 94 Ile down at 18-114, 94 Ib down st 20.114, 94 Ib ddwn at 22-114. 94 b down at 24-114, and 94 b down at 26-114. and 383 Ile down and 195 b up at 28-114 on bottom chord. The design/seleNon of such connection davice( s) Is the responsibility of others. LOAD CASE( S) Standard 1) Regular. Lumber thcrease=125, Plate Increase-1.25 Undorm Loads ( pit) Vert: 1- 3-54. 3.7=-54. 7.9=-54. 2-8-20 No. 34243 0. n V) STA'§E OF i/f/p Samuel. A. Gtonherg, PE, DANSCO Eng mering, LLC P.O, BoxM Apollo Smolt, VL IMn CA B048 Continued on page 2 Date: 1019106 IVarningl-Ver( fy design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be instaUed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer Or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, stomgc, delivery, erection and bracing consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal PlateConnected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. nF _lnh fi RJAP_2KOR94 Job Truss Truss Type Oty Ply 11387 H1 ROOF TRUSS 1 f2 Job Reference o na WCOMPONENTS, APOPKA. FL a npr '. mva m—. w,w ' "K. mun am Or, 05.39.57 2006 rape 2 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3-168(F) 7-168(F) 16=-377(F) 14e-47(F) 4-118(F) 6-116(F) 12=-47(F) 10z377(F) 176116(F) 18=118(F) 19-118(F) 26z116(F) 21d116(F) 22d116(F) 23a118(F) 24a116(F) 25=-47(F) 28- 47(F) 27a47(F) 28 -47(F) 29 -47(F) 30s47(F) 31=-47(F) 32s47(F) j• o!i F ti: C6iv,Sy No, 34245 i! RTAVE OF; 101% Samue: A. Greanherg, P.E. DANSCO Eng neering, lLC P. O, Box 9400 Apollo Bomb. Kl BM12 CA 2048 Date: 1019106 lVarningl— Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed iiad loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSrrrP1 I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 71D 7-L 4 PAAD '24AOil 2 JOb Tnaa Truss Type Oty Pty 11387 H1A ROOF TRUSS 1 1 JJab Raferenee o one r1. 4-0, 4-9-4 9-0-0 15-0-0 21-0-0 27-0-0 31-2-12 36-" a7.4Q 1. 4-0 4-9-4 4-2-12 6-0-0 6-0-0 6-" 4-2-12 4-9-4 1.4-0 x •, an.f W= W= f. f v m v f f f r me - mv msv m. W. m. 9- 4-0 9.4.0 9- 0-0 18-" 27-" 36-0-0 9- 0-0 9-0-0 9-0-09-" LOADING( psf) SPACING 2-0-0 CSI DEFL In (be) Udell Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.24 13 >999 360 MT20 244/.190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.45 11-13 >938 240 BCLL 0.0 Rep Stress Ina YES WB 0.65 Hor4n) 0.14 9 Na We BCDL 10.0 Code FBC20041TPI2002 Matrix) Weight 179 b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing direly applied or 3410 oc purlIns. BOT CHORD 2 X 4 SYP No.2 80T CHORD R41d ceftg directly applied or B-1-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1403I0.".9-140310.5-8 Max Haz2=91(load case 6) Max Up8ft2-531(loed case 6), 9-531(load case 7) FORCES ( lb) - Maximum C0mpressi0r fMaXImum Tension TOP CHORD 1-2=a/33. 2-3=-2430/1254, 3-16=2226/1122. 4-16-2130/1131, 4-5=-197O/1084, 5-6-2554/1352. 6-7d1970/l084, 7-17>2130/1131, 8- 17v-222611122, 8-9-2430/1254. 9-10=0r33 BOT CHORD 2-15=-9522109, 14-15v-10462497. 13.14=104e/2497, 12.13a104I 2497, 11-12d104(12497, 9.11=-9522109 WEBS 3-15- 181/242. 4-15=-232/683. 575=-W9/422. 5.13-01206. 6.13=0206, 6-11=-6691422, 7-11=-2321683. B-11=-181242NOTES1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph ( 3-second gust); h=30tt TCDL=4.2psF, BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterfor(2) ' zone; Lumber OOL=1.60 plate grip DOL=1.60. This suss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water pending. • 4) This truss has beendesignedfora10.0 psf bottom chord live bad noneoncum!nt wIM any other Ova bads. L 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 531 to uplift at joint 2 and 531 In uplift at joint 9. ' J(r. r ...... LOAD CASE(S) Standard, • '.9 i NO.34245 t a I ' ITASE(W Oilw Same! A. Grsanberg, PE. DANSCO Eng mering, tLC P.O, Box 9400 Apollo Ch, FILB35-12 Date: 1019106 Warning! -Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for on individual building component to be installed and loaded vertically. Applicability of design parameters mid proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSVfPI i National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses fromTruss Plate Institute, 583 D'Onofsio Drive, Madison, WI 53719. i {{ }} q ThV T—A 44 2.4AD_')AfiQG2 Job Taus Taus Type Oty Py 11387 HIS ROOF TRUSS 1 1 e JOD Raferenee o arm mv,n ..,r.. ,..w,..,a.. ,.,,. u,.,. n., no nn.n•no nnn o=... . F144 7-4-0 i 11-" o 18-" 25-0-0 28-8-0 36-" 374-0 14-0 74-0 3-8-0 7-" 7-" 3.8-0 74-0 1.4-0 ear . ,au m= rr.a m=m=• m= m=rat= rs..0 9-4-0 94-0 74-0 11-0-0 18-0-0 25-M 28-8-0 36-0-0 74-0 3.8-0 7-" 7-0-0 3-8-0 74-0 LOADING(psf) TCU. 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0.0 Plata Increase 125 Lumber Increase 125 Rep Stress Ina YES Code FBC2004/TPI2002 CSI TC 0.44 BC 0.58 WB 0.36 Matrix) DEFL In (Inc) Udall Ud Vert(LL) 0.20 13 >999 360 VerffM) -0.38 11-13 >999 240 Horz(TL) 0.12 B Na We PLATES GRIP MT20 2441190 Weight 189An LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3$14 oc purths. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/slze) 2=1403/0.58, B-140YO.5-8 Max Horz2-93 load case 6) Max Up8f2a533(load case 6). 8z533(load case 7) FORCES (lb) - Maximum CompressaViviaAmum TensionTOPCHORD1-2-0/33, 2-3-241511201. 34-205211142, 4-5-2151/1236. 56-2151/1236. 6-7d2052/1142. 7.8-241511201. 8-9=0/33 SOT CHORD 2-16-873r2O65, 15.16=•87312065. 14-15a664/1799, 13-14=-664/1799. 12-13-664/1799, 11.12--684/1799, 10.11-873/2065. B-10-8732065 WEBS 3-18W239. 3- 15-354296, 4-15-143.r392, 4-13-2691449. 5-13-4081363, 6.13-2691449, 6.11=-143/392. 7-11d3a4/296, 7-10=0239 NOTES1) This truss has been checked for uniform rod Ave bad only. except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); hdiOR TCDL=4. 2psh BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and CL Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This tensIsdesignedforC-0 for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4psasnsp"a 4) This truss has been designed for a 10.0 psf bottom chord Ave bad nonconcurrent with any other Ave bads. B. 46 , A• G F1 F 'y 5) Provide mechanical connection (by others) of lass tobearingplate capableofwithstanding533Iliupllflatjoint2and533InupAtlatjointLOADCASE(S) Standard r; NO.34246 o' nn f S:TA' iE Ow !1AW Samue' A. Groe nt* erg, P.E. DANSCO En merjng, lLC P. O, Box 340 CAA I ch, Fl- =12 Date: 1019106 IVarningl—Verify designparameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and landed vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing oftheoverallstructureistheresponsibilityofthebuildingdesigner. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/fPI I NationalDesignStandardforMetalPlateConnectedWoodTrussConstructionandBCSI1-03 Guide toGood Practice for Handling. Installing & Bracing of Metal Pare Connected Wood Trusser from Truss Plate Institme, 583 D'Onofrio Drive, Madison, WI 53719. my T-h ak 9,4an_14CA202 Job Tnas Truss Type Ott Ply 11387 H1C ROOF TRUSS 1 1 Job Reference one I r1.4-0, 74-0 13-0-0 18-" 23-0-0 28 8-0 36-M R7-4-0 14-0 74-0 5-8-0 5-0-0 5-0-0 5-8-0 74-0 14-0 8v • ,D,A my si. a sa v m e m= as m ri. ll 94-0 94-0 74-0 13-" 23-" 28$4) 36-0-0 74-0 "_0 10-0-0 5-8-0 74-0 e LOADING(psf) SPACING 2-" CSI DER In (bc) I/detl Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.42 Vert(LL) -0.23 12-13 >999 360 hmo 2441190 TCOL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.63 12.13 >675 240' BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.12 .6 We We BCDL 10.0 Code FBC2004rTP12002 Matra) Wright: 188lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 37-5 oC purllns. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid telling directly applied or 6.5.7 oc Waring. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5.13. 5-12 REACTIONS (b/stze) 2-14030.5-8. 8-140310-5-8 , Max Hcrz2-105(bad case 5) Max UpW-533(load case 6). B-533(loW case 7) FORCES (b) - Ma durum Compressbn/Maxtnum TensionTOPCHORD1-2-0/33. 2-3-241911229. 3-0>193411077. 4-5-1674/1036, 5-6-167411036. 6-7-1934/1077, 7-8=-2419/1229. 8.9=0/33 BOT CHORD 2-15a9012072, 14- 15>901/2072, 1314=-9012072. 12-13-4WI769, 11-12=-901,7072, 10-11a-901/2072. 6-10=-9012072 WEBS 3-15=0/242. 3-13-487/39Z 4-13-218t555. 5-13-160218. 5.12-160218, 6.12d216f555, 7.12=-487/392, 7-10-0242 NOTES 1) This truss has been checked for uniform roof live bad only, except as noted. 2) Wind: ASCE 7-02: 120mph (3eecond gust); h-30tt TCDL-4.2psf: BCDL-6.0psY Category II; Exp B; enclosed: MWFRS gable end zone and C-C E#erbr(2) zone; Lumber DOL-1.60 plate grip DOL-1 W. This truss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live bad nombncunenl with any other live bads. touplift 2 533lb )olnl 8. enu0pa4a 09 A f ey° 4, 5) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 533 at joint anduplift at 1. > G •• dt p LOAD CASE(S) StandardJ c rus Q.: F •;F9e No. 34245a1 x - VATE CW alf'wSums! A. Groe nterg, PE. DANSCO Eng veering, ll.0 P. O, Box WD Apollo BWOh, FLBU12 CA zw48 Date: 1019106 IVarningl-Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer, Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the cremor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSVrPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing ofMetalPlateConnectedWoodTrussesfromTrussPlateInstitute, 583 D'Onofrio Drive, Madison, WI 53719. i' 8 itilttfJP'L - " • r i I t'>t it + 4 4 lJtT.tr DF..1ah # R4AP_260R93 Job Truss Truss Type Oty Ply 11387 HID ROOF TRUSS 1 1 Job Reference lw COA"W-NTS, APOPKA. FL o.300 Apr le 2005 iA,ax ,nd ndaa. ,re. Man W ea 08;40;06G[ raga i F1 -4A 74-0 15-0-0 21-0-0 2"-0 36-0-0 374A 14-0 74-0 7-8-0 6-0-0 7-8-0 7-4-0 14-0 sur • us e 7i.4u aav ad= car: m= 2 4 II , 9-4-0 94-0 74-0 15-M 21-M 28-M 36-M 74-0 7.8-0 6-M 7-8-0 74-0 LOADING(psf) SPACING 2.0-0 CSI DEFL In (bc) Odell Ud PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.51 Vert(LL) 0.17 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 125 BC 0.55 Ven(iL) -0.35 12.14 >999 240 BCLL 0.0 Rep Stress Ina YES WB 023 Horz(TL) 0.13 7 Na n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Weight: 187 m LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pursns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid telling directly applied or 6.54 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mbpi 3-12, 6-11 REACTIONS ( D/sIze) 2-1403/0.5-8, 70403/0.5-0Max Horz2-122(bad case 5) Max Upga-533(lood case 6), 7z533(load case 7) FORCES ( lb) - Maximum CompresslarVMaximum Tension TOP CHORD 1-2-0/M. 2-3-244511256. 34-1802/1034, 4-5=153311025, 5-6-180211034. 6-7a-244511256, 74=0f33BOT CHORD2-14=-9322099. 13-14a93=099, 12-13--93212099. 11-12-504/1532, 10-11-9322099. 9-10z93221399, 7-9z9322098 WEBS 3-14W/329, 312me35/ 476, 4-12=125/466. 4-11=99/100, 511= 125/466. 6.11--834/476, 644/328 NOTES 1) This truss has been checked for uniform roof live bad only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); hr.30tt TCDL-4.2psY BCDL-6.Opsf; Category II; Fxp B; enclosed; MWFRS gable end zone and C-0 Fxtertor(2) zone: LumberDOL-1.60plategripDOL-1.60. This buss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water pending. 401e10/1,V,,, 4) This truss has beendesignedfora10.0 psf bottom chord livebad nonconarerlt with anyother live bads. - 1t 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 2 and 533 tb uplift at joint 7. a •pG 6 rV $.•. l LOAD CASE(S)Standard 1 , •: tC9 No. 34245 t P b r STA'9E CP NO Samug'. A. Greant-erg, P. E, DANSGO Eeg mering, LLC- P. O, Box 340 Apollo Beach, r-1 33M72 CA 2048 Date: 1019106 IVarningl- Ver(fy design parameters and read notes before use. This design is based only upon pammetets shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or miss engineer. Bracing shown is for lateral support of individual web members Only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building'designer. For general guidance regarding fabrication, quality contiol, storage, delivery, erection and bracing consult ANSI/fPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood mussesfrom Truss Plate Institute, 583 D'Onofsio Drive, Madison, WI 53719. nF lnh # RQAP_?//IR93 JOb Truss Tnes Type OlY ply 11387 HIE ROOF TRUSS 1 1 1 lJoba •nn Reference rw w... 4o nnn= uR.4 ,Mw1 .. Inn 41nn AM as M•lrl•nAJnnG nnw t 84 COAI"IfNTS, APOPKA, ht- rr ro FIA: , 7A-0 12-10-15 17-0-0 19-0-0 23-1-1 28-M 36-0-0 a7:4 1-0-0 74-0 5-6-15 4-1A 2-0-0 4-1-1 5-6-15 7.4-0 1-0-0 ea,,. u,a a m= ace= m= m= us= sn= ass= 9-4-0 9.4-0 9-3-4 17-0-0 19-0-0 26-8-12 36-0-0 9-3-4 7.8-12 2-0-0 7.8-12 9-3-4 LOADING(psf) SPACING 2.0-0 CSI DEFL In (loc) Wall LJd PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.44 Vert(LL) 0.18 13 -999 360 MT20 2441190 TCOL 7.0 Lumber Increase 125 BC 0.64 Ved(TL) -0.45 2-16 -IM6 240 BCLL 0.0 Rep Stress Ina YES WB 0.56 Horz(TL) 0.11 9 Na n/a BCDL 10.0 Code FBC20041rP12002 (Matrix) Weight 210 lb LUMBER BRACING TOP CHORD 2X 4 SYP Not TOP CHORD • Structural wood sheathing directly applied or 3-7-1 cc purins. SOT CHORD 2X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 6.3-13 oc bracing. WEBS 2X 4 SYP No.3 REACTIONS (lb/size) 2-1403I0.5-0, 9-140310.5-8 Max Horz2-140(load case 5) Max Upsft2=-5330oad case 6). 9-533(toad case 7) FORCES (lb) - Maximum CompressbNMa4mum TensionTOPCHORD1-2-0/33, 2-3-239311273, 3-4-2213/1290, 4-5=-1574/1032, 5-0>137(1977, 6-7a1572/1030, 7.8=-2214/1290. 8-9=-2394/1273. 9.10-0/d3 SOT CHORD 2-16a9392051, 15. 16-630/1646, 14.15-630/1646. 13.14-392/1364, 12-13z830/164e, 11-12=-6i0r1648, 9-11=-9392052 WEBS 3-16=•307/380, 4-16=-271/537. 4-14=-523/441. 5.14=-307/508. 6-14a94190, 6.13-315/520. 7-13-5331447. 7-11=-272/540, S-11a305n79 NOTES 1) This truss has been checked for uniform roof live bad only, except as noted. 2) Wind: ASCE 7-02; 120mph (3•second gust); h=30ft TCDL-4.2psf; BCDL=&Dpsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C•C Fxtedor(2) zone; Lumber DOL=1.60plategripDOL-1.60. This buss Is designed for C-0 for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 40ksssseNii 4) Thistruss has been designed for a 10.0 psi bottom chord live load nonconanent with any other live loads. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 533 Ile uplift st joint 2 and 533lb uplift at Joint 9. .t'{ A• G F,'ii.. LOAD CASE(S)StandardiJ%y pErVSF x GO No. 34245 y / ia Sarnue! A. Oreenherg, P.E, DANBCO Erlg meting, lLCP. O, Box 340D Apollo Beech, FL 33572 CA 25648 Date: 1019106 tVarningl— Ver(fy design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual• building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is theresponsibilityoftheerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing Consult ANSVI PI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & BracingofMeta/ Plate Connected Wood Tasses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. fir. - .:1lm i . 'L; - . i -- — 1111"r, -- I . 13F'11111.a-. DF Jnh fi RJAP_76117R07 Job Truss Truss Type Cry Ph/ 11387 H2 ROOF TRUSS 1 1 Job Reference ors 64 COMPONJ_ T§, APOPKA. FL a Apr 19 2006 MITek Industdas. Inc. an Oct O9 08.d9j1%2006 Page 1 1-4-0 7-" 10-0-0 13-0-0 20-0-0 214-0 14-0 7-0-0 3-0-0 3-0-0 7-0-0 14-0 s,r . txx m. B-1-2 4 1. 6 8-1-2 7-0-0 7-0-1 13-0-0 20-" 7-" 0-0-1 5-11-15 7-04) Plate Offsets X Y • 12'0-3-0 0-1-121 13:0.3-80-241 15:0.3-B 0-2-0116:0-3-00-1-121 LOADING(psf) SPACING 2-0.0 CSIDEFL In (loc) I/deff Lid PLATES GRIP . TCU. 20. 0 Plates increase 125 TC 0.75 Vert(LL) 0.15 9.11 >999 380 MT20 244/190 TCOL 7. 0 Lumber Increase 125 BC 0.54 Vert(TL) 0.19 9.11 >999 240 BCLL 0. 0 Rep Stress Ina NO WB 0.52 Horz(TL) 0.02 8Na Na BCDL 10. 0 Code FBC20D4/iP12002 Matrix) Weight: 119In LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 4-1b ec purtins, except end vertcals. SOT CHORD 2 X 4 SYP Not BOT CHORD Rigid calling directly applied or 5-1-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpl 2-11. 69 REACTIONS (b/ sim) 12-1553M-3.8, B-155610.5-8 Max H_ 12-119(bad case 4) Max Upgft12- 1234(bad case 5). 8-1245(bW case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2-0137. 2-3-2086/1706, 3-13-179811609, 4-13=-1797/1608. 4.14-1801/1624, 5-14-1801/1625, 5-0d2090/1724, 0-7-0137. 2-12-148111271 8-8-1484/1282 BOT CHORD 11. 12-175202. 11.15- 1491/1882. 10-15-1491/1862, 1D-16b1491/1862. 9-18-1491/1682. 8-9 -84201 WEBS 3.11a283/524, 4.11-127260, 4-9s120229, 5-9-251/523, 2.11-1345/1614. 6-9=1376/1618 NOTES 1) ThIs buss has been checked for uniform roof Me bad only, except as noted. 2) Wind: ASCE 7-02; 120mph (3- second gust); ha9011; TCDL-4.2psf; BCDL-&Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL-1.60. 3) Provide adequate drainage to prevent water pondtog. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ma bads. 5) Provide mechanical connection (by others) oftrusstobearingplatecapableofwithstanding1234toupliftatjoint12and1245bupliftal)cint 8. 6) Hanger(s) or other connection deV.* s) shelf be provided sufficient to support concentrated bads) 205 b dawn and 335 to up at 7-0-0. 111 to down and 180 Ile up at 9-0.12, and 111 b down and180 Ile up at 11-0-12, and 205 Ib down and 344 Ile up at 13," on top chord. and 370 Ile down and 378 in up at 7-0.1, 87 lb down and /7b up of9- 0-12, end S7 Ib down and 171b up at 11-0-12, and 370 Ib down and 378 Ib up et 12.114 on bottom chord. The deslgn/selectlon at such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, bads applied b the face of the truss are noted as front (F) or back (B} LOAD CASE(S) Standard 1) Regular. Lumber Increase-1.25. Plate Increases/25 Uniform Loads (ptf) Vert: 1-2-54. 2.3-54, 35=-54, 56-54. 6-7=-54. 8.12-20 Concentrated Loads (Ile) Vert: 3>205(F) 5>205(F) 11>369(F) 9-369(F) 13-111(F) 14=-111(F) 15-56(F) 16a56(F) GritF pe Jti: hvs y i No. 34245 T.'9E OF nx; S4rnUB'. A. Ofeenherg, PE. DANSCO Eng rleering, LLC P.O, Box 340D Apollo Beach; FL MM72CA M48 Date: 1019106 IVarningi-Verify design parameters and read notes before use This design is based only upon parameters shown, -and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPI I National Design Standard for Metal Plate Connected Wood Truss Constructionand BCSI 1-03 Guide to Good Practicefor Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from TrussPlate Institute, 583 D'Onofrio Drive, Madison, WI 53719. TC T—L 44 DAAD 14AV02 J0D Truss Tess Type Dry 11387 H2A ROOF TRUSS 1 Ift1 JOD Relererce o o4 GUMVUrV9r`jr 4, Arvrro% — 1-4-0 4-2-7 9-0.1 11-0-0 15-9-9 20-0-0 21-0-0 1-4-0 4-2-7 4-9-9 1-11-15 4-9-9 4-2-7 1-4-0 7= — — asp— 8-1-2 8-1-2 9-0-1 l l -" i 20-" 9-0.1 1-11-15 9-0-0 Plata Offsets (X,YI. f5'0-5-4 G-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL In (bc) IldaL Lid11 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) -0.11 9-10 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.28 9.10 -853 240 BCLL 0.0 Rep Sinew Ina YES WB 0.35 Horz(11) 0.02 9 n/a nla BCDL 10.0 Code FBC2004/TP12002 Matrix) Weight 127 to LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly appled or 6." tic purlins, except end verticals. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiMg directly applied or 1 D" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 13-813/D$8, 9=81310-5-8 Max Harz 13-137(load case 4) Max UpIIR13-369(load case 6). 9s369(bad case T) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2-0/37. 2-3-281/88, 3.14a76&476, 4-14—M2/485, 4.5-4W500, 5-15-691/485. 6.15-767/476. 6.7-261/86, 7-8=0137, 2-13s250267, 7-9s25o267 BOT CHORD 12-13-250(674, 11.12=-921635. 10-11-92/835, 9-10-2491874 WEBS 3.12=-49/195, 4-12=-40/189, 5-12=-71/72, 5-10n-43/189, 6.1D-50/195, 3.13=-727/490. 6.9s-728k90 NOTES 1) This truss has been checked for uniform rod Ilve bad only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h-10ft TCDL-4.2psY BCDL-6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and CC Exterbr(2) zone; end vertical left and right exposed: Lumber DOL-1.6D plate grip DOL-1.60. This truss Is designed for CC for members and forces, and for MWFRS for 4nlp'llpa reactions specified. 0 ter 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrentwith any otherlive bads. r• {iry Sly' ( 5) Provide mechank;el connection (by others) of truss to beating plate capable of withstanding 369 Ile uplift at Joint 13 and 369 to uplift at joint 9. J ,\C+E rV Q. 9' LOAD CASE(S) Standard GO No, 34245 x P-11 STAIE aP di"(01 ` SarnuB' A. Graanterg, P.E, DANSCO Eng meting, lLC P.O, Box 340 ACApolio ch, FL 3MI2 Date: 1019106 Warning/—Ver(jy design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and -proper incorporation of component is responsibility of building designer - not truss designer or Huss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, oonsult ANSIl1'PI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing ofMetal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. QF. Jnh # 94AP_260R93 Truss Teas Type Oty Ply 1101011387 W2 ROOF TRUSS 1 1 105-10 n •nn Job Reference n nnll= „T. ,M...,A.. ,.,n Inn AM na IIe•IA•,'1 'JnM D.„. , 84 COMPONENTS, APOPKA. FL 9-4-0 3-3-10 fr-4-O LOADING(psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2.0.0 Plates Increase 125 Lumber Increase 125 essRepStrIna NO Code FBC2004/TP12002 CSI TC 0.32 DC 0.07 WB 0.00 Matrix) DEFL In (bc) Udefi Ud Vert( LL) -0.00 2.4 >999 360 Vert( TL) -0.01 2-4 >999 240 Horz( TL) -0.00 3 Na We PLATES GRIP MT20 244/190 Weight 13 m LUMBER BRACING TOP CHORD 2 X4 SYP Not TOP CHORD Structural wood sheathing directly applied or 3.3.10 one purtins. SOT CHORD 2 X4 SYP Not BOT CHORD Rigid ceiling directly applied or 100.0 be bracing. REACTIONS ( lb/stre) 3=31/Mechanical. 2=27SM-9-0, 4-29/1vechanical Max Horz2=115(bad rase 3) ' Max UpIll'13-31(load case 6). 24282(bod case 3) Max Grav3-31(bad case 1). 2=278(bad rase 1). 4=53(ioad case 2) FORCES ( lb) - Maximum Compressbn/MaAmum Tension TOP CHORD 1-2-0/34. 2-3-47/8 BOT CHORD 2-5-010. 4-5=010 NOTES 1) This truss has been checked for uniform roof five bad only, axcept as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft TCDL-4.2psf; BCDL-&Opsh Category I% Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.80 plate grip DOL=1.80. 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurtent with any other he bads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding31 lb uplift at joint3 and 262 in uplift at pint2. apm 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated bad(s) 21 to up at 1.5.12, and 11 Ile down end 5 lb up at 1-5-12 on `404mP 84"0 bottom chord. The design/selection of such connection device(s) Is the responsibillty, of others. 7) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). j J{`.•, C.•• S••/j/ LOAD CASE(S) Standard 9 i 1) Regular. Lumber Increase=1.25, Plate Increase=125 i Uniform Loads (pIQ Vert: 1.3z54, 2.4=-20 NO. '34245 Concentrated Loads (lb) Vert: 5=-O(Fa11, B-11) a . P- KTA`SE (If olf ! Samue'. A. Gtonterg, P.E. DANSGO Eno nearing, lLC P. O, Box 340D Apollo Beach, FL =1'2 CA M48 Date: 1019106 IVarningl— Verify design parameters and read notes before use. This' design is baud only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of dcsign parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/I'PI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of MetalPlate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. nP lnh ff RJAP_?AQR07 JaD Truss Truss Type Qty Ply 11387 H.17 ROOF TRUSS 2 t Job Raferernee o one efAw. f rAnn AM fq aa•IMf•NIM Dmw.t_ e4 COMPONENTS, APOPKA FL 94-0 -. -•.._ .__. ..... __ ..__..._ . _-. Men __ _- --.._..- ---_ . -U-R,u 1 10 10 5.10-11 _ 9-10-13 5.10-11 9-10-13 LOADING(psq SPACING 2.0.0 CSI OEFL In (be) I/deb Ud PLATES GRIP TCU. 20.0 Plates Increase 125 TC 0.31 Ven(LL) 0.03 6.7 -09 360 M720 244/190 TCDL 7.0 Lumber Increase 125 BC 0.40 Vert(TL) -0.06 6.7 -999 240 BCLL 0.0 Rep Stress Incr NO WB 023 Horr(7L) 0.01 6 Na Na BCDL 10.0 Code FBC2004rTP12002 (Matt) Weight 42 It, LUMBER TOP CHORD 2 X 4 SYP Not BOT CHORD 2 X 4 SYP Not WEBS 2 X 4 SYP No.3 REACTIONS (lb/slue) 4-108Mbchanical, 2-51910.7-12, 5-350/Mechanical Max Horz2=243(bad case 3) Max Uptlft4-117(load case 3), 2=352(bad case 3), 5=-183(load case 3) BRACING TOP CHORD Structural wood Nneatlnlrng directly applied or 8.0.0 oc purllns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (b) - Maximum CompresslonlMaximum Tension TOP CHORD 1.2-0/34. 2-8=879246. 3-0z589261. 3-9-74/41, 4.9=-4528 BOT CHORD 2.10=-3701589. 10-11-3701589. 7-11-3701589. 7-12-3701589. 6-12-370/589. 543,-010 WEBS 3-7- 01362, 3-0=-88?/429NOTES 1) That truss has been checked for uniform roof theload only, except as noted. 2) Wind: ASCE7-02; 120mph (3-second gust); h-30ft: TCDL4.2psf; BCDL-.Opsh Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.60 plate grip OOL= 1.60. 3) This trusshasbeendesignedfora 10.0 psf bottom chord the bad nonconanrnt with any other lire bads. 4) Refer to gbder(s) for truss to truss connections. 5) Provide mechanicalconnection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 4, 352 Ile uplift at pint 2 and 183 to uplift at pint 5. 6) Hanger( s) or other connection device(s) shag be provided sufficient to support concentrated load($) 0 b down and 31 lb up at 4-2.15.0 b down and 31 ID up at 4-2.15, and 50 b down and 108 b up at 7-0-14. and 58 Ile down and 108 lb up at 7-0-14 on top chord, and 21 b up at 1-4-15. 21 lb up at 1-4-15, 14 Ile down at 4.2.15, 14 Ile down at 4-2.15. and 54 b down at 7-0.14, and 54 to down at 7-0-14 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. ' 7) In theLOADCASE(S) section, baits applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ' 1) Regular. Lumber Increase=125, Plate Increase-125 Uniform Loads (Pit) Vert: 1-4 - 54. 2-5=-20 Concentrated Loads (lb) Vert: 8=15( F-7, B-7) 9-116(F=-58, 8-58) 10=21(F-11, B=11) 11=-14(F=-7, Bz7) 12d54(Fd27, B-27) titi A. GRFF°, Pa •:.° sF •..Fye No. 34245 ' Ili XrA'9E CW rilllu SQMUB! A. Oreanherg, P.E, DANSCO Eng rsering, lLC P.O, Box 3409CA Apollo S oh, FL =12 Date: 1019106 IVarningl— Verify design parameters and read notes before use. This design isbasedonlyuponparametersshown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - net truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during constructionistheresponsibilityoftheerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANS VfPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ConnectedWood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. nip ,.r, n Aeep_nAo Job Truss Truss Type Dry Ply 11397 HJ7A ROOF TRUSS 2 1 Job Reference o i..,+..+ oat,.. , a4 GVMrurren ra, nrvr+v ram. 8-1-2 ------ ------__ - - v-+-c 1-10-10 4-11-0 9-10-13 4-11-0 9-10-13 4-11-0 4-11-13 LOADING(psf) SPACING 2.0.0 CSI DEFL In (bc) Udall Lid PLATES GRIP TCU. 20.0 Plates Increase 125 TC 0.44 Vert(LL) 0.08 6.7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase /25 BC 0.46 Vert(TL) -0.12 6-7 >936 240 BCLL 0.0 Rep Stress Ina NO WB 0.30 Horx(TL) -0.01 5 We No BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight 54lo LUMBER TOP CHORD 2 X 4 SYP Not SOT CHORD 2 X 4 SYP Not WEBS 2 X 4 SYP No.3 REACTIONS (m/size) 8=541/D-7-12.4=147/Mechanical. 5=333IMechankel Max Horz8=285(bad case 5) Max UPOMa490(load case 3), 4-170(load case 3). 5=347(bed case 3) set,: ur•r BRACING TOP CHORD Structural wood sheathing directly applied or 8-0.0 oc purfins, except end vertlwts. SOT CHORD Rigid calling directly applied or B." oc bracing. FORCES (ID) - Maximum CompressbnlMaximum Tension TOP CHORD 2.8-5111416. 1-2=007. 2-9-5181418. 9.10=-444/431, 3-10-4391397. 3-11-79/J8, 4.11-64140 BOT CHORD B-124189/1, 12-13>18911, 7.13s18911. 7-14-5321454, 6-14-532/454. 5-6W/0 WEBS 2-7-3771487.3.7=-48242.3-6-5431637NOTES1) This truss has been checked for uniform roof live bad only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=301t TCDL=4.2psf; BCDL=B.Dpsf: Category II; Exp B; enclosed; MWFRS gable and zone end vertical left exposed; porch left exposed: Lumber DOL=1.60 pie grip DOL=1.60. 3) This truss has been designed for a 10.0 psf bottom chord Iva bad nonconcurrent with any other Iva bads: 4) Rater to girders) for truss to buss connections. 5) Provide mechanicalconnection (by others) of truss to bearing plate capable of wlthstand)ng 49D m uplift at joint 8, 170 Ile uplift at joint 4 and 347 lb uplift at joint 9) Hanger(s) or Mier connection devices) shot be prodded sufficient to support concentrated load(s) 4 Ile down and 70 to up at 4-2-15, 4 to down and 70 to up at 4-2-15, 59 to down and 127 ID up at 7.0-14. 59 Ile down and 127 m up at 7 14, and 34 lib down at 1-4-15, and 34 Ile down at 1.4-15 an by chord, and 12 Ile down and 1lbupat4-2-15. 12 to down and 1 le up at 4-2-15, 50lb down at 7-0.14. 50lb down at 7 14, and 27 Ile up at 1-4-15, and 27 lb up at 1.:15 on bottom chord. The designiselection of such connection devices) Is the responsibility of others. 7) in the LOAD CASE(S) section, bads applied to the fare of the truss are noted as tronI (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=125 Uniform Loads (off) Vert 1-2- 51, 2.4-54. 5-6-20 ConcentratedLoads (lb) Vert: 10a3(F=- 1, B=-1) 11-118(F=-59, B=59) 13-9(F—S, B=-5) 14=-62(F=-31, B=-31) C s ry s '4A rF •• _Elie coIfirV7 NO.34245 • a STAVE CW f1r Sarnue: A. Gfoe nherg, PE, DANSCOEng rleering, IL. 0 P.O, Box WD GAApollo S 0, FIL 33512 Date: 1019106 rVerningl—Verify design parameters and read notes before use. This design is basedonlyuponparametersshown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters end proper incorporation of component is responsibility ofbuildingdesigner — not truss designer or tntss engineer. Bracing shown is far lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected WoodTrusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. nro Y—L " 9.4AD_1411902 Job Truss Tees Type Oy Pry 9-9-8 11387 J7 ROOF TRUSS 8 1 o Jab Reference o one our urr.. 1..1,,.,a.. — u,.. n,•1 no na•an•1a Anna 0•,1w 1 11-• 10.1 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2.60 Plates Increase 1.25 Lumber increase 125 Rep Stress Ina YES Code FBC2004RPI2002 CSI TC , 0.16 BC 0.01 WB 0.00 Math) DEFL In (bc) Udell Ud Vert(LL) .0.00 2 >999 360 Vert(TL) -0.00 2 1999 240 Horz(TL) 0.00 3 n/a Na PLATES GRIP MT20 244/190 Weight 8 b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc purUns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing. REACTIONS (lb/she) 2-173A-5.8, 4-9ANerhenical, 3=-34/Mechenical Max Harz 2=80(load case 6) Max Uplia-200(tood rase 6). 3a34(l)ad case 1) Max Gmv2-173(load case 1), 4-19(bad rase 2), 3=63(bad case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2.3=-42r35 BOT CHORD 24r0/0 NOTES 1) This truss has been checked for uniform roof live bad only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust): h--= TOOL-4.2psF BCDL-8.0psf', Category II; Exp B; enclosed: MWFRS gable end zone and C-C Exterbx(2) zone; Lumber DOL-1.60 plate grip DOL-1.60. This truss is designed for C-C for members and faces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psfbottom chord live bad nonconcunenl with any other live bads. 4) Refer to gtrder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 200 to uplift at joint 2 and 34 lb uplift at Joint 3. 4ptttwtW l#Q. LOAD CASE(S) Standard a y cErvsF ;BF sa1y . -• 9G si. J tNO.34245 x -0JilsrAIECWAwa Samue: A- Gfeanberg, PE, DANSCO Eng neering, LLC P0. Box M Apollo Beach, FL 33512 CA ZW48 Date: 1019106 IVarningl—Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or true engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing ontsuit ANSI/fP1 I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing ofMetal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. WL Job Truss Truss Type Oty PIY 11387 J1A ROOF TRUSS 4 JotiReererce o lion 84 COMPONENTS, APOPKA. FL 8-1-2 zoo ".;2 e,. n 1-" I:, " LOADING(pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0.0 Rates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Code FBC20D4/TP12002 cSl TC 0.29 BC 0.08 WB 0.00 Matrix) DEFL In (bc) Udetl Ud Ven(LL) 0.00 5 -W9 360 Vert(TL) 0.00 5 x999 240 Horz(TL) -0.01 3 Na Na PLATES GRIP MT20 244/190 Weight 7 to LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 14)-0 oc purfins, except end verticals. BOT CHORD 2X 4 SYP Not BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. WEBS 2X4SYP No.3 REACTIONS ( b/stze) 5-19IM-5-0, 4-4/Mechanical, 3a42A*chanW Max Harz5-82(load case 6) Max UpGM-106(lood case 6), 4a44(bad case 8). 3a42(load case 1) Max GravS=191(load case 1). 4-13(bad case 2). 3-15(bad Casa 6) FORCES ( lb) - Maximum Campression/Maxbnum Tension TOP CHORD 2-5-171/208. 1-2=37, 2-3=-3917 BOT CHORD 4S-0/0 NOTES 1) This truss has been checked for uniform roof Gee load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h-= TCDL-4.2psf: BCDL-6.0psf; Category It: Exp B; enclosed; MWFRS gable end zone and CC Extertor(2) zone; end vertical left exposed: Lumber DOL-1.6D plate grip DOL-1.60. This truss Is designed for CC for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord the bad noneonarrent with any other Ova bads.4) UBssptfp Refertogirder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beefing plate capable of withstanding 106 lb uplift at joint 5, 44 to uplift at Joint4 and 42 lb uplift at Joint 3. 4 4A, C1/T f llfy LOAD CASE(S) Standard ati No. 34245 g; XrA' VEOF Sarnue'. A. Oreenterg, PE. DANSCO Eng neering, lLC P. O, Box 3409 Apollo Beach, FL B M12 CA M48 Date: 1019106 Warning! — Verify design parameters and read notes before use. This design is based only uponparameters shown, and is for an individual building component to be installed and loaded venially. Applicability of design pammctcrs and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI?PI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and SCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal PlateConnected Wood Trusses from TrussPlate Institute, 583 D'Onofrio Drive, Madison, WI 53719. JAL rc 1r_c u 9AAn'Icnon2 Job Truss Tess Type ty Ply 11387 J3 ROOF TRUSS 4IQ 1 10-9-81'.. a •,nn Reterorlee o n9 o nI,M u1T. , ..nAe I M IIO aa•Ifl•te 7lIM Oerr 1 3-0-0 LOADING(psf) TCLL 20.0 TCDL . TO BCLL 0.0 BCDL 10.0 SPACING 2-0.0 Plates Increase 125 Lumber Increase 125 Rep Stress Iner YES Code FBC20D4/TPI2002 CSI TC 020 BC 0.07 WS 0.00 Matrix) DEFL In (be) Udell Lid Vert(LL) -0.00 2-4 >•999 380 Vert(TL) -0.01 2-4 >999 240 Horz(TL) -0.00 3 We Na PLATES GRIP MT20 2441190 Weight 12 In LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural woad sheathing directly applied or 3.0.0 oC Purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10" ocbracing. REACTIONS (b/size) 3-47/Medmnbal, 2-215A-5.8, 4-27/Mechanical Max Horz2-133(bad rasa 6) ' Max UpOft3-46(bad ease 6), 2-175(bad case 6) Max Gmv3-47(bed case 1). 2-215(bad case 1). 4=51(bad case 2) FORCES (b) - Miudmum CompressbNMadmum Tension TOP CHORD 1.2=0/33, 2-3=-52/18 BOT CHORD 24-0/0 NOTES 1) This truss has been checked forundorm rod Ove bad only, except as noted. 2) Wait: ASCE 7-W; 120mph (3-second gust); h-30R TCDL-42pst, BCDL-6.0psf: Category 11; Exp 8; enclosed: MWFRS gable end zone and GC Exterbr(2) zone; Lumber DOL-1.60 plate grip DOL-1.60. This suss Is designed for C-C for members and farces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord Ove bad nonconcumant with any other live bads. 4) Refer to girder(s) for lass to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46Its uplift st)olnt 3 and 175 m upMl st Jdnt 2. 4Ysnsm Wia LOAD CASE(S) Standard A• aRF' GO s N0.3424v nr1pp s 9TAGECWlfiluxj Sarnua`• A- Gfeanberg. P•@, DANSGO Eng maring, lLC P.O, Box WO Apollo Beech, FL 33572 CA ZW4a Date: 1019106 IVarningl—Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation ofcomponentisresponsibilityofbuildingdesigner - not truss designer or thus engineer. Bracing shown is for Iateml support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/1'P1 I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practicefor Handling, Installing & Bracing ofMetal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. t _ nF _lnh f! RdAP-76nRg3 Truss Truss Type City Ply 1, 1013 11367 J3A ROOF TRUSS 1 lJob Reteroncel 84 COMPONENTS, APOPKA FL 8-1-2 "•-' - - '" -3-7-7 1 A-0 3-0-0 e • M.., W 11 3-" i LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep.Stress Ina YES Code FBC2004/rP12002 CSI TC D.45 BC 023 WB 0.00 Maubc) DEFL In (bc) Udell Ud Vert(LL) 0.02 4-5 -999 360 Vert(TL) -0.01 4-5 >999 240 Horz(TL) -0.05 3 Na Na PLATES GRIP M720 244/190 Weight 14lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 3-" oc purins, except end ver icab. SOT CHORD 2 X 4 SYP Not BOT CHORD Rigid calling directly appled or 1D-" or bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/slze) 5=210A-5-8. 3=551Mechanical, 4-25TAechanlcai Max HorzS=173(bad case 6) Max Up1115>97(bad case 6). 3=-88(bad case 6). 4-19(bad case 6) Max Gmv5d210(load case 1), 3=55(bad case 1). 4=52(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=179/203, 1-2cV37, 2-3=72/18 SOT CHORD 4-5-0/0 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust): h=3Dft TCDL=4.2psf; BCDL=B.0psf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; end vertical left exposed: Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other tive loads. 4hstttttk+ll4) Refer to g1rder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to beabg plate capable of withstanding 97 to uplift atjoint 5, 86 lb uplift stjoint 3 and 19 lb uplift at)olnl 4. Standard LOADCASE(S) s*: No. 34245*" ZTAW OF M?4] Sanun! A. Ofeanherg, PE, DANSCO Eng rsering,ll.0 P. O, Box 940 APO* SwO, FL M1572 CA 2048 Date: 1019106 IVarningl— Ver(fy design parameters and read notes before use. Thisdesignisbasedonlyuponparametersshown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPI I National Design Standard for Metal Plate Connected Wood Truss Construction and SCSI 1-03 Guide to Good Practicefor Handling. Installing & Bracing of MetalPlate Connected Wood Trusses from Truss Plate Institute, 583 D'O nofrio Drive, Madison, WI 53719. T)F _Tn6 fi RdAP_7ROR93 Job Truss Truss Type Oty Py 11387 J5 ROOF TRUSS 1 11-9-0JobReferenceo 84 COMPONENTS, APOPKA, FL 94-0 9W-10 ear - ew LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2.0-0 Plates Increase 125 Lumber Increase 125 Rep Stress Ina YES 1'PICodeFBC2004/2002 CSI TC 0.29 BC 021 WB 0.00 Matrix) DEFL in (bc) Well Ud Vert(LL) -0.03 24 >999 360 Vert(TL) -0.06 24 -676 240 HorzM) -0.00 3 Na Na PLATES GRIP MT20 244/190 Weight 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purtlns. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-00 oc bracing. REACTIONS (lb/she) 3-11Z%%chanical, 2-277/D,5.8, 4=47/Mechanlcal Max Horz2-188(bad case 6) Max UP90'-123(load case 6). 2=-179(load case 6) Max Grav3=112(load case 1), 2-277(bad case 1). 4=94(load case 2) FORCES (lb) - Maximum Compression lvtudmum Tension ' TOP CHORD 1-2=0133, 2-3-113/41 BOT CHORD 24=0/0 NOTES 1) This truss has been checked for uniform root gve bad only, except as noted. 2) Wind: ASCE 7-02: 120mph (3-second gust); h=3gft TCDL-4.2pst. SCDL=6.0pst; Category II; Exp B; enclosed; MWFRS gable end zone and C-0 Etdedor(2) zone: Lumber DOL=1.60 plate grip DOL=1.60. This truss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 patbottom chord the bad nonconntrent with any other he bads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 m uplift at Joint 3 and 179lb uplift at joint 2 LOAD CASE(S) Standard 40eh t8q p IC7Af oJtiti Y F9atir'vSF NO, 34245 * f x ,TAVE 0T n%€ Samun`• A- Greanherg, PE, DANSOO Eng mering, U.0 P.O, Box 3403 Apollo Beach, FL 33572 CA M48 Date: 1019106 Yarning! —Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer, Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/1'PI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to GoodPracticeforHandling, Installing & Bracing ofMetal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onoftio Drive, Madison, WI 53719. i .- _ .. 1 iriSi\i•II .-: '•. __ y _ ...:ik _r .*L.i! . : J._ :-'i nL' Y—L # DAAD '74111On2 Job Truss Tess Type Oty Ply 11387 J5A ROOF TRUSS 4 1 Job Reference o 6-1-Z 1-4-0 ear • ,a&r a n 5-0-0 LOAD ING(psQ SPACING 2-0-0 CS1 DEFL In (bc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.80 Vert(LL) 0.08 4-5 >703 360 KMO 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) 0.06 4-5 HMO 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hors(TL) -0.15 3 Na Na BCDL 10.0 Cade FBC2004/TPI2002 Matrix) Weight 20 b LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 5-M oc purling, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid telling dbecey applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 5-274M-5-a, 3-113/Mechanlcal, 4t51/Mechanical Max Horz5-228(bad case 6) Max UpW 5>118(lood case 6), 3=-143(load case 6). 4-10(load case 6) Max Grov5-274(bad case 1), 3n113(bad case 1). 4--W(load case 2) . FORCES (b) - Maximum CompressionlMaximum Tension TOP CHORD 2-5-229R84, 1-2=0/37, 2.3=11Sr39 SOT CHORD 4-5-0/0 NOTES 1) This truss has been checked for uniform roof live bad only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h-3Dtt TCDL-4.2psf; BCDL=B.Opsf; Category II; Exp S; enclosed; MWFRS gable and zone and C-0 Exterlor(2) zone; end vertical left exposed: Lumber DOL-1.60 plate grip DOL-1.80. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconanant with any other he bads. ut'mw+r4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable orwithstanding 118 lb uplift atjoint 5, 143 Ito uplift at joint 3 and 10 to uplift at Joint 4. 0%en G F2v yA LOAD CASE(S) Standard`1i y ENSF No. 34245 Smug' A- Greenberg. PE, DANSCO Eng neer(ng, ILC P.O, Box 340 Apollo > Ch, FL 3MI2 Date: 1019106 IVarningl—Ver(fy design parameters and read notes before use. This design is based only upon parameters shown, and is for on individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for [meta( support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality conuol, storage, delivery, erection and bracing consult ANSIITPl.I National Design Standard for Metal Plate Connected Wood Truss Construction and BCS1 1-03 Guide to Good Practicefor Handling, Installing & Bracing ofMeral Plate Connected Wood Trusses from Truss Plate hutitme, 583 D'Onofrio Drive, Madison, WI 53719. 11V Y—L 44 DAAD_14AD02 JOb Truss Tess Type Oty Ply 11387 JK2 ROOF TRUSS 4 ' 1 9-4-0JooReferenceo e4 GUMYVNtN rS,q rp^ — 24-0 e -A LOADING(psf) TCLL 20'0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2.0-0 Plates Increase 1.25 Lumber Increase 125 Rep Stress Incr YES Code FBC2004rrP12002 CSI TC 020 BC 0.04 WB 0.00 Matrix) DEFL In (bc) Udell Ud Vert(LL) -0.00 2 >999 360 Vert(TL) -0.00 24 >999 240 Horc(TL) -0.00 3 Na We PLATES GRIP MT20 244/190 Weight 10 lb LUMBER BRACING TOP CHORD 2 x 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 240 oc purans. BOT CHORD 2 x 4 SYP Not SOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (b/slze) 3-14/MatltaniW. 2-197/0-5-8, 4-20/Mechanicel Max Horz2-112(bad case 6) Max Up=-22(bad case 7), 2>182(bad case 6) Max Grev3-14(bad case 1). 2-197(bse adca1). 4-41(bad ease 2) FORCES (lb) - Maximum Compressbn/Madmum Tension TOP CHORD 1-2-0/33. 2-3-45/5 BOT CHORD 24=0/0 NOTES 1) This truss has been checked for uniform roof Ova bad only, except as noted. 2) Wind: ASCE 7.02; 120mph (3-second gust); h=301t TCDL=4.2ps$ BCOL-B.OPsf: Category II; Exp B; enclosed; MWFRS gable end zone and CL Exterbr(2) zone; Lumber DOL-1.60 plate gdp DOL=1.60. This buss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This buss has been designed for a 10.0 psf bottom chord five bad nonconcurrent w@h any other Ow bads. 4) Refer to girder(s) for truss to truss connections. 5) Providemechanicalconnection (by others) of truss to bearing plate capable of withstanding 22Ib uplift at Joint 3 and 182 b uplift at )dnt 2. LOAD CASE( S) Standard epagpplea" A• Gp'& Ky atiLrvSF:yms, No- 34245rf1 R: QTAVE OF i!J'J'r:LJ xSamue: A. Greanbefg, P.E. DANSCO Engmering, LLC P.O, Box 3409Apollo s ch, FI_ B3572Ap2048 Date: 1019106 IVarningl—Verjfy design parameters and read notes before use. This design is baudonlyuponparametersshown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility ofbuildingdesigner - not truss designer or truss engineer.. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction istheresponsibilityoftheerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/rPI I National Design Standard for Metal Plate ConnectedWood Truss Construction mid BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected WoodTrusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Tans Truss Type OtY PIY 11387 JK2A ROOF TRUSS 3 1 104-12 n inn Job Reference o w... ,o nnnn u,T L ,M,w,Aww ,rr• L1nnM m0 ma•Im•M 7mM Dn,w 1 84 COMPONENTS, APOPKA, FL 2-0-0 tP4+U ear,. ,*A LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING . 2-0-0 Plates Increase 125 Lumber Increase 125 Rep Suess Ina YES Code FBC2004/TP12002 CS! TC 0.16 BC 0.16 WB 0.00 Matrix) DEFL In (bc) Well L/d Vert(LL) -0.00 24 nit 120 Ven(TL) .0.01 24 nit 120 Horz(TL) 0.00 lure n/a PLATES GRIP MT20 244/190 Weight 10 m LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 2-" oc purfins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid cei6tg directly applied or S." oc bracing. REACTIONS (Ib/size) 3-214Mtechanical, 4d23Mbchanical Max Horz3-364(load Case 6). 4-476(bad Case 6) Max UpOfG-216(load case 6). 4=-20(bad case 4) Max Grov3d214(bad case 1), 4-45(bad case 2) FORCES (Ile) - Maximum Compressbn/Maxdmum Tension TOP CHORD 1-2-0/32, 2-3z865/403 ' BOT CHORD 2-4-349/734 NOTES 1) This truss has been checked for uniform rod five bad only. except as noted. 2) Wind: ASCE 7-02: 12pmph (3-second gust); h=30ft TCDLa42pst BCDL-6.0psf: Category II: Fxp B: enclosed; MWFRS gable end zone and CC Fxterbr(2) zone: cantilever left and right exposed : Lumber DOL-1.60 plate grip DOL-1.60. This buss is designed for CC for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord he bad nonconcurrent with any other five bads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 216 to uplift atjoint 3 and 2D to uplift at Joint4. auiaa4h 7 rt4'A6) Non Standard bearing condition. Review required. A E f YLOADCASE(S) Standard rVMf:L xGO :9Ca i No.34245 i srA'SE Ch- d% SarnuB'• A. Greenberg, PE, DANSCO ER mering, LLC P.O, Box 340 Apopo Beach, Fl 3MI'2 CA z%48 Date: 1019106 IVarningl—Ver(fy design parameters and read notes before use This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation ofcomponentisresponsibilityofbuildingdesigner - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I National Design Standardfor Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice forHandling, Installing & Bracing ofMetat Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 4161 1 r_1i_jfiakA nF Tnh fi RdAP_7lfIR03 Job True Truss Type Oh' PIY 11387 JK7 ROOF TRUSS 12 1 n .nn. Job Releronee ohm e....o -- .-.. IM„e„ 1.. ,,,n u,,.ney rM M•In• 9naa P.M 1 84 COMPONENTS, APOPKA FL 9.4-0 1.4-0 7-0-0 tr vw LOADING(psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 24)-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Code FBC2004/rP12002 CSI TC 0.49 BC 0.43 WB 0.00 Matrbt) DEFL In (bc) l/deff Lid VergLL) -0.11 2-4 >757 380 Vert(TL) -0.27 2-4 >303 240 Horr(TL) -0.00 3 Na n/a PLATES GRIP MT20 244/190 Weight 24 to LUMBER BRACING TOP CHORD 2X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purOns. SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid wiling directly applied or 10" oe bracing. REACTIONS (Itisize) 3n17011vlechanlcW, 2=347/0.5-6, 4n67/Mechanical Max Horz2-243(bad case 5) Max UpW -190(load case 5). 2-193(load case 5) Max Grov3-170(load case 1), 2=347(bW case 1). 4n134(load case 2) FORCES (lb) - Ma*num Compressbn/Madmum Tension TOP CHORD 1-2=0/33, 2-3n-114/62 BOT CHORD 2.4=0/0 NOTES 1) This truss has been checked foruniform rodOva bad only, except as noted. ' 2) Wind: ASCE 7-02; 120mph (3-second gust); hn30ft TCOLW.2psY BCDL-6.OpsY Category II; Exp 8; enclosed; MWFRS gable and zone; Lumber DOL-1.60 plate grip DOL-1.60. 3) This truss has been designed for a 10.0 psf bottom chord Ova bad nonconcurrent with any other the bads. 4) Refer toglyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 to uplift at joint 3 and 193 lb uplift at Joint 2 4 grnye+ LOAD CASE(S)Standard No. 34245y p 6 srA'IEof nji''I j SamuB:1.l3reenberg. PE. DANSCO Eng mering, U.0 P0, Box WD Apollo Beach, FIL MU12 CA 2W48 Date: 1019106 Varningl—Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation ofcomponentisresponsibilityofbuildingdesigner — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensurestabilityduringconstructionistheresponsibilityoftheerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing consult ANSIrrPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practicefor Handling. Installing & Bracing ofMetal Plate Connected Wood Trusser from Truss Plate Institute, 583 D'Onofi•io Drive, Madison, WI 53719. lop Truss Truss Typa Gty Pty 11387 JK7A ROOF TRUSS 4 1 JOD Reference lnM ulT. M•In•77 7n(ri Panw t 84 COMPONENTS, APOPKA, FL 8-1-2 1-4-0 7-" 7-" x :ur•r LOADING(pso TCLL 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2.0-0 Plates Increase 1.25 Lumber Increase 125 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.86 SC 0.46 WB 0.00 Matrbc) DEFL h Vert(LL) 0.18 Vert(TL) -0.24 Horz(TL) -0.22 bc) Well Ud 4.5 >456 360 4-5 >337 240 3 Na n/a PLATES GRIP M720 244/190 Weight 26 b LUMBER BRACING TOP CHORD 2X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-&0 oc purtins, except end verticals. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly appliedor 100-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=344N-5.8, 3=165Mbchanlcal, 4=76/K*chanicaI Max Horz5=283(lood case 5) Max UPfifL5=-139(load case 5). 3a196(bad case 5). 4-5(load rase 5) Max Grav5=344(load rase 1). 3=165(bad case 1), 4=127(load case 2) FORCES (b) - Maxarrum Compressbn/Maximum Tension TOP CHORD 2.5d2Wn5, 1-2-J7, 2-3-111158 BOT CHORD 4-5*10 NOTES 1) This truss has been checked for uniform roof he bad only, exceptas noted. 2) Wlnd: ASCE 7-02; 120mph (3second gust): h=30ft TCDL=4.2psf•, BCDL-6.0Psf; Category 11; Fxp B; enclosed; MWFRS gable end zone; cantilever left exposedendverticalleftexposed: Lumber DOL=1.60 plate grip DOL=1.60. 3) This truss has been designed for a 10.0 psf bottom chord five bad nonconarent with any other live bads. 4) Refer to girder(s) for truss to truss connections. Uttm5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 In uplift at joint 5, 196 Ile uplift at )olnl 3 and 5 lb uplift stjolnt 4. `11o40 C: LOAD CASE(S) Standard R4j4a C rVs y No, 34245 s_ -O i! TrAVE OF n%%4 Samua: A. Oreanberg, PE, DANSCO Eng Peering, lLC P.O, Box 340 Apollo 0. Fl 3MI2 Date: 1019106 Warningl—Verjfy design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of resign parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing consult ANSIfrPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practicefor Handling. Installing & Bracing ofMetal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Y'i L' Y-L 4A 0.4 AD 'f A;/)D02 Job Truss Tram Type Dry Pry 11387 TI ROOF TRUSS 9 1 Job Reference one oa l VM1tx4,'fry r0. nNr - i1-0-0, 7-0-0 f 12-10-15 ( 18-M 23-1-1 28-0-0 36-0-0 137-04 1-0-0 74-0 5.6-15 5.1-1 5-1-1 5-6-15 7A-0 1.4-0 11- • ue• W. a 94-0 9-0-0 9-3A 18-0-0 26-8.12 36-" 9-3A 8-8-12 8-8-12 9-3-4 LOADING(pso SPACING 2-0-0 CSI DEFL in (bc) Udell Lid PLATES GRIP TCLL 20.0 Pates Increase 1.25 TC 0.43 Vert(LL) 0.19 12 1,999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.45 2-14 a958 240 BCLL 0.0 Rep Stress Ina YES WB 0.89 Horx(TL) 0.12 8 We n/a BCDL 10.0 Code FBC20D4/TPI2002 (Matrlx) Weight 188 6 LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing drectly applied or 3.7.1 cc purtlns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mldpt 4.12, 6-12 REACTIONS (lb/size) 2-1403I0.58, 8-1403I0.5.8 Max Haaz2-148(bad case 5) Max Upll -533(load case 6). 8z533(bad case 7) FORCES (b) - Maximum Compressbntiv axbnum TensionTOPCHORD1-2-0133, 2-3-239411281, 3-4>2214/1299. 43a1524/1005. 5.6-152411005. 6.7=-2214/1299. 7-8-239411281. 8-9=0/33BOTCHORD2-14=-9482052, 13.14=-841/1647, 12-13=-641/1647, 11.12=-641/1647, 10-11-64111647. B-10=-8462052 WEBS 3.14-,%M/377, 4-14=-2671539. 4-12-544/459, 5-12-8181102g. 6-12-544/459. 6-10-267/539. 7-10=-304/377 NOTES 1) This truss has been checked for uniform roof M badonly, except as noted. 2) Wind: ASCE 7-02: 120mph (3•second gust); h-3t TCOL-4.2pe. BCDL-8.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone and C-C Exterlor(2) zone; Lumber DOL-1. 60 pate grip DOL-1.60. This truss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This Wss hasbeendesignedfora10.0 psf bottom chord live loadnoneoncurrent with any other live bads. 40111G 04" 4) Provide mechanical connection ( by others) of tress to bearing pate capable of withstanding 533 lb uplift at Joint 2 and 533 lb uplift of )Dint S. 4 LOAD CASES) Standard A; ' f o J • GO No. 34245 : t i!' srA'IE OF r A, Samm' A- Gtoo nhetg, P.E. DAN800Eng nearing, LLC P.O, Box 340 Apollo SwO, FI. 3M?2 CA M48 Date: 1019106 IVarningl- Verify design parameters and read notes before use This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of buildingdesigner - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall me= is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing ofMetal Plate Connected Wood Trussesfrom Truss Plate Institute, 583 D'Onofsio Drive, Madison, WI 53719. nF lnh 9 R1ddP_7XfiR03 Job Truss Tees T Oly Ply 11387 T1A ROOF TRUSS 2I 1 Job Relererce o ono 94 COkSIQNENTS, APOPKA. 1'4 YY_'LGr'iIII r-0, 7.4-0 18-0-0 20-" 24-10-3 I 28-8-0 36-" R7-4 14-0 74-0 10-" 2-" 4-10-3 3-9-13 74.0 14-0 rr • ,ar., 20-0-0 8-1-2 9-4'0 7-4-0 ( 18-0-0 1 1 I 24-8.0 2W.12 28-8-0 I 36-0-0 I 7.4-0 10-04) 1-0-8 4-8-0 0-2-12 3-94 74-0 0-5-8 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0.0 Plates Increase 1.25 Lumber increase 1.25 Rep Stress Met NO Cade FBC2004rrPI2002 CBI TC 0.99 BC 0.93 WB 0.79 Matrix) DEFL In (bc) Udell Lid Ved(LL) -0.60 15.17 -498 360 Ved(TL) -0.90 15-17 -329 240 Horz(TL) 0.05 9 n/a Na PLATES GRIP MT20 244/190 Weight 254 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not 'Except' TOP CHORD Structural wood sheathing directly applied• except and verticals. 72 2 X 6 SYP Not, Tt 2 X 6 SYP No.1 SOT CHORD Rigid telling directly applied or 4-5.7 oc bracing. SOT CHORD 2 X 6 SYP SS 'Excepr WEBS 1 Row at midpt 13.19, 6-14 132 2 X 4 SYP Not JOINTS 1 Brace at Jgs} 19 WEBS 2 X 4 SYP No.3 'E cepr WI X4 SYP No.1 REACTIONS (D/stre) 18-1553M-5.8, 9=78610.6.8, 12=1333M-5.8 Max Harz 18=184(bad case 5) Max UpOft1Bz458(bad case 6). 9s492(bad case 7), 12=-457(l)ad case 7) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1.2-0/J8, 2.3a19231586. 3-4=164WI6, 4-5=-192/J0, 5-6-1BV45, 6-7=-12Dg/576, 74 =-705f336, 8.9--1D9V671, 9.1D=0(J3, 2.18=-1416/640 BOT CHORD 17-1Bz373/713, 16-17=-311/1551, 15.16-311/1551. 14-15=-121/14, 12-13-301573, 11.12=-412/894, 9.11=-4121894 WEBS 3-17-=39, 7-13-163/710, 7-12--942I406, 8-12-448/075. 8-11-291250. 2-17c=Z 4-19-1593I1029, 15-19=0/683, 5-19-0203, 13-15-381/1956, 6-19s1625/1174, 13-19-191511062, 13.14-g60/1/8. 6-13=-958/1427 NOTES 1) This truss has been checked for uniform roof M bad only, except as noted. TCDL-4.2psY BCDL-.Opsf: Category 11; Exp B; enclosed; MWFRS gable end zone and C-C E terbr(2) 4 tlRay+' GTi2) Wind: ASCE 7-M; 120mph (3-second gust); h-Mzone; end vertical left exposed; porch right exposed; Lumber DOL-1.60 plate grip DOL-1.60. This truss Is designed for C-C for members and forces, and for a y MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconarrant with any other tlee beds. J v ctirvsF'•F49Q 4) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 458 uplift at Joint 18, 492 Ili uplift al joint 9 and 457 an uplift etJointch 5) Load easels) 1 has/have been modified. Building designer must review bads to verify that they are correct for the Intended use of this buss. i : No. 34245 ' 6) In the LOAD CASE(S) section, bads applied to the face of the truss we noted as front (F) or back (B).ofA LOAD CASE(S) Standard Except 1) Regular. Lumber Increase-1.25, Plate Increa5e-125 Uniform Loads (pIQVert1-2--54. 2.5=-54. 5.10=-54, 17.1Bz20, 15.17>100(Fa-W0 14-15=-20, 9.13=-20 A-a 1 Samun! A. Greariterg, PE, DANSCO E-g r:9ering, LLC P.O, Box 3409 Apollo Beech, Fl 33572 CA Z%4a Date: 1019106 IFarningl-Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/1'PI 1 National Design Standard for Metal Plate Connected flood Truss Construction and BCSI 1-03 Guide to Goad Practice forHandling. Installing & Bracing ofMetal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofsio Drive, Madison, WI 53719. nF TnA R Rd n-?AfiR07 Truss Trues Type Oty1387IJ: b T1B ROOF TRUSS 2 1 Job Reference o na 84 1.;c7NWvni9:Nr b. AY rll%- F1-4-0, 7.4-0 18-0-0 20-0-0 24-10-3 28-8-0 36-0-0 074-0 1.4-0 7.4-0 10-0-0 2-0-0 4-10-3 3.9-13 74-0 14-0 mo g 0 , B-1-2 2B- 11. 94-0 7-4-0 18-" 119-0-8. I 24-8-0 2fe12 28-8-0 I 36-" I 74-0 10-8-0 1-6.8 4.8-0 0-2-12 3.94 74-0 0-5-8 LOADING(psf) SPACING 24)-0 CSI DEFL In (bc) Well L/d PLATES GRIP TCU. 20.0 Plates increase 125 TC 0.99 Vert(U.) 0.60 15.17 >397 380 MT20 244/190 TCOL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) 0.90 15-17 >263 240 BCLL 0.0 Rep Stress Ina NO WB 0.78 Morr(TL) 0.05 9 Na Na BCDL 10.0 Code FBC2004/fP12002 Matrix) Weight 254 to LUMBER BRACING TOP CHORD 2 X 6 SYP No.2'Excepr TOP CHORD Structural wood sheathing directly applied, except end verUcaLa. 73 2 X 4 SYP Not, T4 2 X 4 SYP Not BOT CHORD Rigid celtlng directly applied or 4-5.7 oc bracing. BOT CHORD 2 X 6 SYP SS 'Fxcepr WEBS A Row at midpt 13-19. 6.14 82 2 X 4 SYP Not JOINTS 1 Brace at Jgs): 19 WEBS 2 X 4 SYP No.3'Excepr Wt 2 X 4 SYP No.t REACTIONS (Ib/size) 18=1613/0.5-8. 9-774/0-5-8. 12=161210.5.8. 14-3271058 MaxMatz18= 184(bad case 5) Max UpMB> 510(bad case 6). 9s485(bad case 7), 12-638(bad case 6), 14-327(bad case 1) Max Gmv1B= 1613(bad case 1). 9=774(bad case 1). 12=tel2(bad case 1). 14d283(load case 6) FORCES (to) - Maximum Compression/Maximum Tension TOP CHORD1-2-0/38. 2-3a20331669. 34-1757/803. 45=-2432, 5-6-2091M. 6.7a1370/697, 74P= 680/315, 8-9-10671650. 9.10=0/33, 2-18+1476f686 SOT CHORD 17.18>3751716, 16-17a366/1B53, 1&10d38911653, 14.15=-79/1. 12-13-14/5M. 11.12-394/872, 9.11=-3941872 WEBS 3-17-0/245. 7- 13=-357/985. 7-12=1219/617, 8.12=-447/675. 8-11-290249. 2-17=-21/951, 4.19=-1571/1012. 15-19-0/825, 5-19-0236. 13.15=-4332025. 6-19z1641/1188, 13-19=-1764/948, 13.14a829/D, 6-13-979/1453 NOTES 1) This truss has been checked for uniform roof live bad only, exceptas noted. 2) Wlnd: ASCE 7-02; 120mph ( 3-second gust); h=3Dft TCDL=4.2pst BCOL=6.0psh Category II; Exp B; enclosed; MWFRS gable end zone and C•C Exterlog2) zone: and vertical left exposed; porchrightexposed; Lumber DOL=1.60 plate grip DOL=1.60. This buss is designed for C-C for members and forces, andfor - MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord five badnonconarrenl with any other live bads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 510 to uplift at joint 18, 466 lb uplift st)oint 9. 638 lb uplift at Joint 12 and 327 b uplift at joint 14. 5) Load easels) 1has/ham been modified. Building designer must review bads to verify that they are correct for the Intended use of this truss. 6) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except 1) Regular. Lumber Increase=125. Plate Increase=125 Uniform Loads (Pit) Vert: 1.2=- 54. 2-5- 54, 5-10-54. 17-16-20. 15.17a100(F=-M), 14-15-20. 9-13-20 GR No. 34245 yi / g Cc rd ZrA'9E OF r///;V Samue'• A. Gmanberg, PE, DANSOO En neering, ll.0 PO. Box M Apollo O, FIL = 72 Date: 1019106 Warning! -Verify design parameters and read notes before use. This design is based only uponpammetersshown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters mid proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/TPI I National Design Standard for Metal Plate Connected Woad Truss Construction and SCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of MetalPlateConnected Wood Trusses fromTruss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. nF Krih fi RdAP_?XfiRO? Job Tans Truss Type Guy PIY 11387 TIG ROOF TRUSS 1 1 lJob Referorlce9nl,n II,T.• ,M.,e, .. ,M Ilan AM e0 ReIa•@.LIreR De,r 1 e0 L;UaW4w&:rwr a,-rj%- 1.4-0 2-0-0 i 4-" i 6-0-0 i 8-" i 10-0-0 t 12-0-0 i 14-0-0 18-0-0 20-" v 22-" i 24-" i 26-" i 28-0-0 i 30-0-0 i 32-0-0 , 34-0-036-" 14-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-" 2-" 4-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-" 2-0-0 2-0-0 2-0-0 2-0-0 14-0 as . ,frs ors= g d a 24-a-0 B-1-2 8-1-2 9 4-0 2-" 1 4-0-0 6-0-0{ 8-0-0 I10-" I 12-0-0-I 14-" {18-" - 20-" F 22-" I24-0-0{ 8f•428-0-0 I 3D-0-0 I 32-" I 34-0-0 I36-0-02- 0-0 2-0-0 2-0-0 2-" 2-0-0 2-0-0 2-0-0 4-0-0 2-0-0 2-0-0 2-0-0 "-'o I 2- 0-0 2.0-0 2-0-0 2-0-0 2-0-01- 4-0 LOADING( psQ TCU. 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2.0-0 Plates Increase 1.25 Lumbar Increase 125 Rep Stress Iner NO Code FBC2004/TPI2002 CSI TC 0.89 SC 0.94 WB 0.66 Matrix) DEFL In (bc) Vdefl Ud Vert( U.) 0.35 39.40 >Wfl 360 Vert( TL) -0.60 39-40 >390 240 Horz( TL) -0.01 45 We Na PLATES- GRIP KMO 244/190 Weight: 310to LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5.2-11 oc purlIns. except and verticals. BOT CHORD 2 X 4 SYP No.2 'Eccepr SOT CHORD Rigid caging day appled W 1D-0-0 oc bracing. Except Bl 2 X 4 SYP No.1, Bt 2 X 4 SYP No.1 6.0-0 oc bracing: 4445,36.37 WEBS 2 X 4 SYP No.3 9.5.9 oc bracing: 37-38. WEBS 1 Row at midpt 10-38. 12-36. 11.35 JOINTS 1 Brace at Jt(s): 32 REACTIONS ( lb/size) 45-92&0.5-0, 28-454/3-1.8, 34-746/0-5-B, 22=54ao-5.8 Max 1-1oa28=188(bad case 4) Max Uplll45=-412(bad case 5). 28z332(bad cage 6), 34-197(bad case 6). 22-380(load case 6) FORCES ( b) - Maximum Compression/Maximum Tension TOP CHORD 1.2-0137, 2.3=660rJ05, 34a962rJ67, 4-5=-9281411. 55--894/400, 6.7-867/403. 741-460/396, B-9>7361373, 9-10=538r308, 10.11=-5121340, 11- 12-488rd28, 12.13=-429282, 13-14:340251. 14-15z390240. 15-16-4241216. 1640-408/180, 17-46--400/171, 17-18=-465226. 1847=- 498220, 19-47-493/218. 1948522249. 2048=550241. 2049-684/377. 2149-677/370. 21.22-740/363, 22-23=-0/33, 245- 10851447 BOT CHORD4445a97/70. 4344s143/ 797, 4243-143/797, 4142a143/797, 0-41-64nils. 39-00=-64/788. 38-39=0I528, 37-38=01528, 36-37=-59/26, 34-36=010. 33.34=OID, 32-35- Or". 31-32=0/d08. 31-50=0/341, 30-50=01341, 30-51-WUI, 29-51=01341. 29-52-01341. 2852=0KJ41, 4psggspa4a 28.53=-116/462. 27-53=-11(11462, 27-54=-116/462, 2654=-1161462, 26-55-2641609. 2555-264/609. 25-56-264/609. 2456s260609, 1b A• 22-24-264/609 WEBS 3444 4-327/1244. 3=-43180. 542-4VM. 741=-32/39. 840a240/ 488. 9-39=-159/334. 1D-38-49/54. 35.36=-469/181, 12-35-288/622. 1117. 21-24=0158.20-26-229284, 13-31=298/55, 1450=--61/95. 1528=-43137, 16-28=-127/85, 17-27-1491176, 19-26-791108. 20-25-135 17-28=-272rd30, 14-31-1211164, 5-41d28r208, B-39n-8561494, 244•-28311107. 11-37>290/J84, 35.37 974, 11-35z908/538, 9 Q 32-34=-5891191 it GO i S. I' NOTES No. 34245 cc2) 1) This truss has been checked for uniform rod eye bad only. except as noted. Wind: ASCE 7- 02; 120mph (3-second gust): h Oft TCDL4.2psf; BCDL-6.0psf. Category 11: Exp B; enclosed; MWFRS,gable end zone: end vertical Wit A OF exposed; porch right exposed; Lumber DOL=1.80 plate grip DOLm1.80. 3)All plates are 2.5x4 MT20 unless otherwise Indicated. V-P 4) This truss has been designed for a 10.0 psf bottomchord live bad nonconarnent wdh any other live bads. to bearing capable ofwithstanding 4120t upliftat joint 45. 332 Ib uplift at joint 28, 197 Ib up10 at )oint 34A%and 5) Provide mechanical connection (by others) of truss plate 380 b uplift et joint 22. apsan 9411150 6) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s)4 b down and 34 to up at 27-74. 21 Ile dawn and 34 to up at29.74. and 21 lb down and 34 lb up at 31-74, and 36lb down and 57 bupat33-74 on top chord, and 5 b down and 32 lb up at 21.74, 5 b down and 32 lb up at 23.74. 5 b down and 32 lb up at 25.74. 1 b down at 27- 74, 1 lb down at 29.74, and 1 b down at 31.74. and 14 to down at 33.74 on bottom chord. Samun! A. G rea:tefg, PE. The design/selection of such connection devices) is the responsibility of others. C+ EDg r eering, ll.0 DANSC E n 7) In the LOAD CASE(S) section, bads applied to the face of the truss lienotedasfront (F) or back (B). PO, BOX LOAD CASE(S) Standard ApOl i Beach. Fl 33512 1) Regular. Lumber Increase-1.25, Plate Increase=125 CA &%4a Uniform Loads (off) Vert 1.2=54, 2-12=- 54. 12.23-54. 3345-20. 22-32-20 Continued on page 2 Date: 1019106 IVarningl-Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, oonsull ANSIrrPI 1 National Design Standard jar Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. ILI Job Truss Tees Type Oty Ply 11387 T1G ROOF TRUSS t Job Reference W I.UMYlJ1YC,,, O, I NYN - LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 48=34(F) 47=34(F) 48=3lfl 48=57(F) 50s3(F) 51d3(F) 52=3(F) 53z0(F) 54s0(F) 55-0(F) 56s9(F) GAJtiyCErV y No. 34245 ; + 110 STA SE OF 116 Samun! A. Gfeanterg, PE. DANSCO Erlg rearing, lLC P0. Box WD Apollo Beach, FL 3MI2 CA M4a Date: 1019106 Warning! —Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for [metal support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricmion, quality control, storage, delivery, erection and bracing, consult ANSI/rPl 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing ofMetal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Wl 53719. nV 7..L 44 04AD'VanOn2 Job Truss Truss Type Dry Ply 11387 T2 ROOF TRUSS 1 Job Reference M an nA-eflt\o 'JnM Pnnw 1 1.4-0 5-1-12 10-" 14-10-4 20-" 21-4-0 1-4-0 5-1-12 4-104 4-10.4 5.1-12 1-4-0 ae e 81 ee,a "A-1-2 10-" i 20-" 10-0-0 10-" Plate Offsets Y • 15440 0-"1 19:0 4-BA-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL In (bc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.12 9.10 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) 0.31 9-10 -768 240 BCLL 0.0 Rep Stress Ina YES WB 0.46 Horz(TL) 0.02 B Na Na BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight 115 b LUMBER TOP CHORD 2X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing dtrectly applied or 6-" oc purtins, except end verticals. SOT CHORD 2 X 4 SYP Not SOT CHORD Rigid calling directlyapplied or 10-M oc bracing. WEBS 2X 4 SYP No.3 REACTIONS (b/size) 10-81310.5.8. 8-81310-5-6 Max Horz 10=95(load case 7) Max Upift10z369(bad case 6). 8-369(bad case 7) FORCES (b) - Maximum CompressWVMa*num Tension TOP CHORD 1.2-0/37, 23-283/112. 3.11-737/464. 4-11-6791474, 4.12=-6791474. 5-12=-737/484. 58d2831112. 6.7-W7, 2.10-300/310, 6.8-300/310 BOT CHORD 9.10-3011690. 8-0z301/690 WEBS 3-0-1DOnfl. 4-9-1511396, 5.9=-104rae, 3.10-4 7/453, 53d877/453 ' NOTES 1) This truss has been checked for uniform roof live bad only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft TCDL-4.2psf: BCDL-6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterbr(2) zone; Lumber DOL=1.60 plate grip DOL-1.60. This truss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psi bottom chord live bad nonconament with any other live bads. 4palgnapii74) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 b uplift atjoint 10 and 369 lb uplift at Joint a. 4d4 C: Iy LOAD CASE(S) Standard y * : No. 34245 t P- STAVE CW 1/fle Sarnua! A. Gtoo nberg, P.E, DANSCD Eng r.9ering, LLC P. O, Box 3409 AAA sch, FL MM12 Date: 1019106 IVarningl— Verify design parameters and read notes before use. Thisdesignisbasedonlyuponparametersshown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSUTPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and SCSI 1-03 Guide to Good PracticeforHandling, Installing & Bracing of MetalPlate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Arl 53719. x 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 7, 2007 Contact Person: Alex Yassein Contact Phone Number: 407-312-0313 Contact Fax Number: 407-370-2188 Contact E-mail Address: Reference Number: Project Description: New single family residence Job Address: 1107 Willow Ave (Hendon Residence) OFFICE 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 Provide a roof plan with truss identification to verify that the uplift connectors called out are adequate. S-2 Provide the product approvals for the windows and doors to demonstrate compliance with the wind load requirements. MECHANICAL M-1 All submittals for the energy calculations submitted after December 8, 2006 shall utilize the 4.51 software version. M-2 Provide heat loss calculations. FRC M1401.3 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@)ci.sanford.fl.us. iA 1- foQRM 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: 1107 Willow Ave Builder. ANROW Construction C Address: 1107 Willow Ave Permitting Office: City of Sanford City, State: Sanford, FL 32771- Permit Number. O 'I -1 1 10 IOwner. Hendon Residence Jurisdiction Number. q' 5 O OClimateZone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number ofunits, ifmulti -family 1 _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 1387 ft' 7. Glass type I and area: (Label regd. by 13-104.4.5 if not default) a. U-factor. Description Area or Single or Double DEFAULT) 7a. (Dble, U=0.8) 120.0 ft' b. SHGC: or Clear or Tint DEFAULT) 7b. (SHGC=0.4) 120.0 ft' _ 8. Floor types a. Slab -tin -Grade Edge Insulation R=3.5, 155.0(p) ft _ b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior R=11.0, 1080.0 ft' _ b. Frame, Wood, Adjacent R=11.0, 160.0 W _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1387.0 ft' b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 92.0 ft b. N/A 12. Cooling systems a. Central Unit/Package b. N/A c. N/A 13. Heating systems a. Electric Heat Pump/Split 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 heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.09 Total as -built points: 16852 PASSTotalbasepoints: 18915 I hereby certify that the plans. and specifications covered by this calculation are incompliance with the Florida Energy Code. PREPARED B 41, 6W CiVIA).- ISV - DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy C d . OWNER/AG NT: DATE: POlh - q__ Ay'7 1 Pradominanf class tvne_ For actual nlaaa tvna anrt araac A CIImM r . 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 553.9'08 Florida Statutes. BUILDING OFFICIAL: DATE: s winter Glass output on a es 284 Cap: 48.0 kBtu/hr _ SEER: 13.00 Cap: 48.0 kBtu/hr _ HSPF: 7.70 Cap: 40.0 gallons _ EF: 0.92 CF, _ P OF BOUNDARY SURVEY for DEE NENDON Legal Description LOT 8, BLOCK 13, TIER G. E.R. RD'S MAP OF THE TOWN OF SANFORD, according to the Plat thereof as recorded in Plat Book 1, Page I 1S, of the Public Records of Seminole County, Florida. tit 8 1l; gN ! 3 . 11 T e N 8s•48'21" W 117.00' 1 11. VACANT LOT 5e49.97 SOFT. 4 10 SCALE: 1 "=30' I I SURVEY NOTES: 1) The street address of the bed property is 1107 WILLOW AVENUE 2) The above -described property lies i a Flood Zone X. VEYOR'S CERTIFICATE This is to certify that I have wade a Survey 0 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 M Lunt Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. RE fnNG.- INC. F161DON iittirAMBIMAN TM IMURANCE COMPANY R. BLAI KiTll[ER--'P.L,a. NO. 3382 Post office Bmi.ii23;.SenToril, Fl. 32772-aB23 4V7) -W-20W . PROJECT NO: .524 SURVEY 0 E: 10 OCT06ER ZM City of Sanford Application for Engineering Permit ffm The Friendly City" This permit shall authorize work to be done in the City of Sanford based on the approved construction plans and the information provided below: Check One: Right -of -Way Utilization Driveway THIS APPLICATION IS SUBMITTED BY: PROPERTY OWNER(S)/ PLICANT: Applicant Name: j,0dri Firm: Address: 0292V Phone: 9-927 7ik 1 a Fax: Date: 0 4/-1n -, 1. PROJECT LOCATION OR ADDRESS: 2. TITLE OF APPROVED DEVELOPMENT PLANS: APPROVAL DATE: 3. SCHEDULE OF WORK: FROM TO EMERGENCY REPAIRS 4. PROPOSED ACTIVITY: YDriveway Installation Aerial Installation Underground Utilities Bore and Jack Open Cutting of Roadway Sidewalk Installation Other 5. SPECIFIC DESCRIPTION: 6. EXCAVATION INFORMATION: Total Length (Feet) Number of Open Roadway Cuts 7. AERIAL INFORMATION: Length (Feet) Number of Poles (Existing) (New) IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY OF SANFORD'S JURISDICTION AND THE RIGHT, TITLE, OR INTEREST IN THE LAND TO BE ENTERED AND USED BY THE PERMITTEE. THE PERMITTEE SHALL AT ALL TIMES ASSURE ALL RISKS OF AND INDEMNIFY, DEFEND, SAVE HARMLESS THE CITY OF SANFORD FROM AND AGAINST ALL LOSS, COST, DAMAGE, OR EXPENSE ARISING IN ANY MANNER ON ACCOUNT OF THE PERMIT REQUEST BY SAID PERMITTEE OF THE AFORESAID RIGHTS AND PRIVILEGES. IN THE EVENT THAT ANY FUTURE CONSTRUCTION OF ROADWAYS, UTILITIES, STORMWATER FACILITIES, OR ANY GENERAL MAINTENANCE ACTIVITIES BY THE CITY BECOMES IN CONFLICT WITH THE ABOVE PERMITTED ACTIVITY, THE PERMITTEE SHALL REMOVE AND/ OR RELOCATE AS NECESSARY AT NO COST TO THE CITY OF SANFORD, INSOFAR AS SUCH FACILITIES ARE IN THE PUBLIC RIGHT-OF-WAY. CALL THE PBLIC RKS DEPT. AT (407)330-5681 TO SCHEDULE A PRE -POUR INSPECTION ' OURS E ORE YOU DIG CALL SUNSHINE 1-800-432-4770 Applicant Signature Date: SO d OFFICIAL USE ONLY Application No: Fee: Date: Reviewed: Public Works DATE: Utilities DATE: Approved: Engineering DATE: Eng_ prmt.pdf P OF BOUNDARY SURVEY for DEE HENDON Legal Description LOT 9, BLOCK 13, TIER G. E.R. RO'S MAP OF THE TOWN OF SANFORD, according to the Plat thereof as recorded in Plat Book 1, Page 115, of the Public Records of Seminole County, Florida. p o Or os 8 N 89'48'21" W 117.00'. 3 oN I VACANT LOT 4 L' o 5649.97 SOFT. o D I o o I i 1£ ~-- N 89.48 21 W 117.00 I 10 I SCALE: 1 "= 30' SURVEY NOTES: 1) The street address of the above4estxibed property is 1107 WILLOW AVENUE 2) The above -described property lies Id a Flood Zone X. VEYOR'S CERTIFICATE - This is to certify that I have wede a Survey, of the above described property and that the plat hereon delineated is on arcuate rgxresentstion of the' sane. I further certify that this Survey mists the htiniaa Technical. Standards set forth by the Florida Board of Laind Surveyors purmnnt to Section AV.07? of the Florida Statutes. REVISIONS. CERTIFIED CORRECT Ms SURVEYING.-.Y—NC— , DEERBIM COWNIT R. BLAIR KiTNER-- P.E,a'. NO. 3382 Post Office Bmi.a23'-tienTottl, F1. 32Tf2-0823 407) 322-2000 . . PROJECT NO: 06, 524SURVEY 0 E: 10 OCTOSER 2M The Friendly City" City o Sanford y + Application for Engineering Permit' raga , This permit shall authorize work to be done in the City of Sanford based on the approved construction plans and the information provided below: Check One: Right -of -Way Utilization Driveway THIS APPLICATION IS SUBMITTED BY: PROPERTY OWNERS)/APPLICANT: Applicant Name: q Firm: L.O 7 Address: y • C Phone: 7 it Faz: % Z Date: 1. PROJECT LOCATION OR ADDRESS: 2. TITLE OF APPROVED DEVELOPMENT PLANS: 1/ t V APPROVAL DATE: 3. SCHEDULE OF WORK: FROM TO EMERGENCY REPAIRS 4. PROPOSED ACTIVITY: Driveway Installation Aerial Installation Underground Utilities Bore and Jack Open Cutting of Roadway Sidewalk Installation Other 5. SPECIFIC DESCRIPTION 6. EXCAVATION INFORMATION: Total Length (Feet) Number of Open Roadway Cuts 7. AERIAL INFORMATION: Length (Feet) Number of Poles (Existing) (New) IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY OF SANFORD'S JURISDICTION AND THE RIGHT, TITLE, OR INTEREST IN THE LAND TO BE ENTERED AND USED BY THE PERMITTEE. THE PERMITTEE SHALL AT ALL TIMES ASSURE ALL RISKS OF AND INDEMNIFY, DEFEND, SAVE HARMLESS THE CITY OF SANFORD FROM AND AGAINST ALL LOSS, COST, DAMAGE, OR EXPENSE ARISING IN ANY MANNER ON ACCOUNT OF THE PERMIT REQUEST BY SAID PERMITTEE OF THE AFORESAID RIGHTS AND PRIVILEGES. IN THE EVENT THAT ANY FUTURE CONSTRUCTION OF ROADWAYS, UTILITIES, STORMWATER FACILITIES, OR ANY GENERAL MAINTENANCE ACTIVITIES BY THE CITY BECOMES IN CONFLICT WITH THE ABOVE PERMITTED ACTIVITY, THE PERMITTEE SHALL REMOVE AND/OR RELOCATE AS NECESSARY AT NO COST TO THE CITY OF SANFORD, INSOFAR AS SUCH FACILITIES ARE IN THE PUBLIC RIGHT-OF-WAY. CALL THE PBLIC WORKS DEPT. AT (407)330-S681 TO SCHEDULE A PRE -POUR INSPECTION • 4 OURS RE YOU DIG CALL SUNSHINE 1-800-432-4770 Applicant Signature Date: OFFICIAL USE ONLY Application No: Fee: Date: Reviewed: Public Works DATE: Utilities DATE: Approved: Engineering DATE: Eng_prmt.pdf FORM 60OA-2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Buildinq Performance Method A Project Name: 1107 Willow Ave' Builder: ANROW Construction Co' Address: 1107 Willow Ave Permitting Office: City of Sanford City, State: Sanford, FL 32771- Permit Number: Owner: Hendon Residence Jurisdiction Number: Climate Zone: Central I . New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I 4. Number of Bedrooms 3 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 1387 ft' 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a. (Dble, U=0.8) 120.0 ft' b. SHGC: or Clear or Tint DEFAULT) 7b. (SHGC=0.4) 120.0 fl' 8. Floor types a. Slab -On -Grade Edge Insulation R=3.5, 155.0(p) ft b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior R=1 1.0, 1080.0 ft' _ b. Frame, Wood, Adjacent R=1 1.0, 160.0 ft' _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1387.0 ft' b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 92.0 ft b. N/A 12. Cooling systems a. Central Unit/Package Cap: 48.0 kBtu/hr SEER:13.00 _ b. N/A _ c. N/A 13. Heating systems a. Electric Heat Pump/Split Cap: 48.0 kBtu/hr HSPF:7.70 _ b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A Cap: 40.0 gallons EF: 0.92 c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF, CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, DM!_-C-Multizonecooling, ,S RE%jIEM7-H-Multizone n rr _`Iw+T1r OF S.ANFORE) Glass/Floor Area: 0.09 Total as -built points: 16852 PASSTotalbasepoints: 18915 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED B ANC DATE: _7 b, a 7 I hereby certify that this building, as designed, is in compliance with the Florida Energy C d . OWNER/AG NT: DATE: YP'/ - ,V- .;'-7 1 Predominanr olass tvne_ For actual nlass tvne and areas sao Summor 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: Winter Glass output on pages 2&4 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1107 Willow Ave, Sanford, FL, 32771- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or 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 NFPA, 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 cir breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency, of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Duds in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. r.....n.A1n .....TM r%I'A cn.... CnnA 7nnAo rl Dr`00 ..A G FORM 60OA-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1107 Willow Ave, Sanford, FL, 32771- PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 40.0 0.92 3 1.00 2460.00 1.00 7380.0 As -Built Total: 7380.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 8592 2943 7380 18915 1 7190 2282 7380 16852 PASS C.. -. d-_,.. -TM Mt'A C-- CnnA OnnAo c1 o(`co ..A a FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1107 Willow Ave, Sanford, FL, 32771- PERMIT #: BASE AS -BUILT Winter Base Points: 5312.8 Winter As -Built Points: 4117.8 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 48000 btuh ,EFF(7.7) Ducts: Unc(S),Unc(R),Gar(AH),R6.0 4117.8 1.000 1.078 x 1.160 x 1.00) 0.443 1.000 2282.4 5312.8 0.5540 2943.3 4117.8 1.00 1.250 0.443 1.000 2282.4 C........,/:n„n,.7L nr`A C..— CnnA 7nnAo C.. -.,/"_1. n-&1/CI,.00C"7nnA CI orco -A 9 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1107 Willow Ave, Sanford, FL, 32771- PERMIT #: 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 1387.0 9.11 2274.0 1.Double, U=0.75,SHGC=O. N 1.5 7.0 15.0 10.24 1.00 153.0 2. Double, U=0.75,SHGC=O. W 1.5 7.0 30.0 9.37 1.01 283.0 3.Double,U=0.75,SHGC=O. E 1.5 7.0 45.0 8.93 1.01 407.0 4.Double,U=0.75,SHGC=O. S 1.5 7.0 30.0 7.65 1.03 236.0 As -Built Total: 120.0 1079.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 160.0 1.80 288.0 1. Frame, Wood, Exterior 11.0 1080.0 2.00 2160.0 Exterior 1080.0 2.00 2160.0 2. Frame, Wood, Adjacent 11.0 160.0 1.80 288.0 Base Total: 1240.0 2448.0 As -Built Total: 1240.0 2448.0 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 20.0 4.00 80.0 1.Exterior Insulated 40.0 5.10 204.0 Exterior 60.0 5.10 306.0 2.Adjacent Insulated 20.0 4.00 80.0 3.Exterior Insulated 20.0 5.10 102.0 Base Total: 80.0 386.0 As -Built Total: 80.0 386.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1387.0 0.64 887.7 1. Under Attic 30.0 1387.0 0.64 X 1.00 887.7 Base Total: 1387.0 887.7 As -Built Total: 1387.0 887.7 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 155.0(p) 1.9 294.5 1. Slab -On -Grade Edge Insulation 3.5 155.0(p -1.90 294.5 Raised 0.0 0.00 0.0 Base Total: 294.5 As -Built Total: 155.0 294.5 INFILTRATION Area X BWPM Points Area X WPM = Points 1387.0 0.28 388.4 1387.0 -0.28 388.4 C .,......./...,..,. r%t-A C-- CMA 'MnAO C.......,./_n,,... SNICI..DCC")nnA C1 orco -A r. FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1107 Willow Ave, Sanford, FL, 32771- PERMIT #: BASE AS -BUILT Summer Base Points: 26436.3 Summer As -Built Points: 23286.3 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 48000btuh ,SEER/EFF(13.0) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 23286 1.00 1.09 x 1.150 x 1.00) 0.260 0.950 7189.9 26436.3 0.3250 8591.8 23286.3 1.00 1.250 0.260 0.950 7189.9 nrA c....., cnnA ')nAAD c1 onco ,.A c FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1107 Willow Ave, Sanford, FL, 32771- PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1387.0 24.35 6079.0 1.Double,U=0.75,SHGC=O. N 1.5 7.0 15.0 13.53 0.96 193.0 2.Double,U=0.75,SHGC=O. W 1.5 7.0 30.0 28.00 0.94 789.0 3.Double,U=0.75,SHGC=O. E 1.5 7.0 45.0 31.31 0.94 1325.0 4.Double, U=0.75,SHGC=O. S 1.5 7.0 30.0 22.99 0.90 622.0 As -Built Total: 120.0 2929.0 WALL TYPES Area X. BSPM Points Type R-Value Area X SPM = Points Adjacent 160.0 0.70 112.0 1. Frame, Wood, Exterior 11.0 1080.0 1.90 2052.0 Exterior 1080.0 1.90 2052.0 2. Frame, Wood, Adjacent 11.0 160.0 0.70 112.0 Base Total: 1240.0 2164.0 As -Built Total: 1240.0 2164.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 20.0 1.60 32.0 1.Exterior Insulated 40.0 4.80 192.0 Exterior 60.0 4.80 288.0 2.Adjacent Insulated 20.0 1.60 32.0 3.Exterior Insulated 20.0 4.80 96.0 Base Total: 80.0 320.0 As -Built Total: 80.0 320.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1387.0 2.13 2954.3 1. Under Attic 30.0 1387.0 2.13 X 1.00 2954.3 Base Total: 1387.0 2954.3 As -Built Total: 1387.0 2954.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 155.0(p) 31.8 4929.0 1. Slab -On -Grade Edge Insulation 3.5 155.0(p 31.80 4929.0 Raised 0.0 0.00 0.0 Base Total: 4929.0 As -Built Total: 156.0 4929.0 INFILTRATION Area X BSPM Points Area X SPM = Points 1387.0 14.31 19848.0 1387.0 14.31 19848.0 nrrA C- -., annA ')nnAo ci 0100 ..A c ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.6 The higher the score, the more efficient the home. Hendon Residence, 1107 Willow Ave, Sanford, FL, 32771- New construction or existing New 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft') 1387 ft2 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a. (Dble, U=0.8) 120.0 ft' b. SHGC: or Clear or Tint DEFAULT) 7b. (SHGC=0.4) 120.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=3.5, 155.0(p) ft b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior R=11.0, 1080.0 ft' b. Frame, Wood, Adjacent R=1 1.0, 160.0 ft' c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1387.0 ft' b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 92.0 ft b. N/A 12. Cooling systems a. Central Unit/Package Cap: 48.0 kBtu/hr _ SEER:13.00 _ b. N/A c. N/A 13. Heating systems a. Electric Heat Pump/Split Cap: 48.0 kBtu/hr HSPF:7.70 _ b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons _ EF: 0.92 _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF, CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building ttB sT Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed C de compliant features. Builder Signature: Date: e .. ,617 04y o 1 Address of New Home: 1` City/FL Zip: ar% D ,T$ `FCpp WE ki NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar 'A designation), your home may qual ify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity A,fj-airs at 8501487-1824. I Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2&4. 8nerP,vGauge® (Version: FLRNIB v4.5) BUILDING INPUT SUMMARY REPORT Title: 1107 Willow Ave Family Type: Single Address Type: Street Address H Owner: Hendon Residence New/Existing: New Lot #: N/A V W of Units: 1 Bedrooms: 3 Subdivision: N/A n Builder Name: ANROW Construction Co. Conditioned Area: 1387 Platbook: N/A Z Climate: Central Total Stories: 1 Street: 1107 Willow Ave a Permit Office: City of Sanford Worst Case: No County: Seminole Jurisdiction #: (blank) Rotate Angle: 0 City, St, Zip: Sanford, FL, 32771- 0 0 L Floor Type R-Val Area/Perimeter Units N 0 0 Door Type Orientation Area Units 1 Slab -On -Grade Edge Insulation 3.5 155.0(p) ft 1 1 Insulated Exterior 2 Insulated Adjacent 3 Insulated Exterior 20.0 ft' 2 20.0 ft' 1 20.0 ft' 1 0 Ceiling Type R-Val Area Base Area Units 0 Z System Type Efficiency Capacity 1 Under Attic 30.0 1387.0 fN 1387.0 W 1 1 Central Unit/Package SEER: 13.00 48.0 kBtu/hr Z J J_ 0 W 0 V VCreditMultipliers: None Credit Multipliers: Ceil Fn N J J Q 3 Wall Type Location R-Val Area Units Z Q W System Type Efficiency Capacity 1 Frame - Wood Exterior 11.0 1080.0 ' 1ft 2 Frame - Wood Adjacent 11.0 160.0 W 1 1 Electric Heat Pump/Split HSPF: 7.70 48.0 kBtu/hr Credit Multipliers: None U LotBtfon Lxatlon Aircatlonler pppp ppRuV8ILeh iPanesTintOrntAreaOHLengthOHHghtUn 1 D, U=0.75 SHGC=0.4 N 15.0 ft' 1.5 ft 7.0 it 1 2 D, U=0.75 SHGC=0.4 W 15.0 W 1.5 ft 7.0 it 2 3 D, U=0.75 SHGC=0.4 E 15.0 ft' 1.5 ft 7.0 ft 3 4 D, U=0.75 SHGC=0.4 S 15.0 ft' 1.5 ft 7.0 ft 2 1 Uncond. Uncond. Garage 6.0 92.0 it Credit Multipliers: None cc System Type EF Cap. Conservation Type Con. EF 1 Electric Resistance 0.92 40.0 None 0.00IJJ H Q n Use Default? Annual Operating Cost Electric Rate 1 Yes N/A N/A 0 LL Z EnergvGauge® (Version: FLRCSB v4.5) 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: CSF1387 Builder: ANROW CONST Address: 1107 WILLOW AVENUE Permitting Office: SANFORD City, State: SANFORD, FL 32771 Permit Number: 0-1- ( (o Owner: ANROW CONSTRUCTION Jurisdiction Number: 691500 Climate Zone: Central I . New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 3 5. Is this a worst case'? No _ 6. Conditioned floor area (ft') 1387 tt= _ 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a. (Sngle Default) 166.0 ft' _ b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 166.0 ft2 _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 184.0(p) ft _ b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior R=21.0, 1097.0 ft2 - b. Frame. Wood. Adjacent R=21.0. 174.0 ft' _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Anic R=30.0. 1387.0 ft- b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. Ali(Sealed):Garage Sup. R=6.0. 150.0 ft b. N/A I 12. Cooling systems a. Central Unit Cap: 27.8 kBtu/hr SEER: 13.00 b. N/A _ c. N/A _ I 13. Heating systems a. Electric Hcat Pump Cap: 27.8 L-Btwhr _ HSPF: 7.70 b. N/A c. N/A 14. Hot water systems a. Electric Resistance 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, M --C-Multizone cooling. ML-H-Multizonc heating) Glass/Floor Area: 0.12 Total as -built points: 17279 PASSTotalbasepoints: 18450 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED B •._ DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCPB v4.5) Cap: 40.0 gallons _ EF: 0.92 _ PT. OF SHE S742, f. DD WE• FORK4'600A'2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: CSF1387 Builder: ANROW CONST Address: 1107 WILLOW AVENUE Permitting Office: SANFORD City, State: SANFORD, FL 32771 Permit Number: Owner: ANROW CONSTRUCTION Jurisdiction Number: 691500 Climate Zone: Central I . New construction or existing New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 _ 5. Is this a worst case? No _ 6. Conditioned floor area (W) 1387 ft2 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a. (Sngle Default) 166.0 ft2 b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 166.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 184.0(p) ft _ b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior R=21.0, 1097.0 W _ b. Frame, Wood, Adjacent R=21.0, 174.0 W _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1387.0 W b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Scaled):Garage Sup. R=6.0, 150.0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MI-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 17279 PASSTotalbasepoints: 18450 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGaugeO (Version: FLRCPB v4.5) Cap: 27.8 kBtu/hr _ SEER: 13.00 Cap: 27.8 kBtu/hr HSPF: 7.70 Cap: 40.0 gallons EF: 0.92 _ PT, 1T11E ST.gl o 20 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.9 The higher the score, the more efficient the home. ANROW CONSTRUCTION, 1107 WILLOW AVENUE, SANFORD, FL, 32771 I . New construction or e..6sting New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I 4. Number of Bedrooms 3 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 1387 ft' 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor. Description Area or Single or Double DEFAULT) 7a. (Sngle Default) 166.0 ft' b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 166.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0. 184.0(p) ft _ b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior R=21.0, 1097.0 W _ b. Frame, Wood, Adjacent R=21.0, 174.0 ft' _ c. N/A d. N/A c. N/A 10. Ceiling types a. Under Attic R=30.0, 1387.0 ft- _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ref Unc. AH(Sealed):Garage Sup. R=6.0, 150.0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Pleating systems a. Electric Heat 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 heat pump) 15. HVAC credits CF-Cciling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the a nergy saving features which will be installed (or exceeded) in this home before fina Lion@t n ise. w EPL Display Card will be completed based on installed C complian eat s. Builder Signature: Date: Address of New Home: I In_ IT'04_. 40 City/FL Zip:S J Cap: 27.81cBtu/hr _ SEER: 13.00 Cap: 27.8 kBtu/hr _ PISPF: 7.70 Cap: 40.0 gallons _ EF: 0.92 PT. 01 THE STq2'NA' OTE. The homes estimated energy performance score is only available through the FLA/RE.S computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 for a US EPA/DOE EnergyStar"' designation), your home Wray qualify for energy efficiency mortgage (F_EA11) incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edufor information and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824. I Predominant glass type. For actual glass type and areas, see summer & Winter Glass output on pa es 2&4. EnergyGauge® ( Version: FLRC B v4.5) FORM'600A-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1107 WILLOW AVENUE, SANFORD, FL, 32771 PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1387.0 24.35 6079.0 1.Single, Clear E 1.0 6.0 15.0 63.97 0.97 931.0 2.Single, Clear E 1.0 6.0 15.0 63.97 0.97 931.0 3.Single, Clear S 1.0 6.0 15.0 48.22 0.95 685.0 4.Single, Clear S 1.0 6.0 15.0 48.22 0.95 685.0 5.Single, Clear W 1.0 9.0 40.0 57.68 0.99 2293.0 6.Single, Clear W 1.0 6.0 15.0 57.68 0.97 839.0 7.Single, Clear N 1.0 4.0 6.0 30.19 0.94 170.0 8.Single, Clear N 1.0 6.0 15.0 30.19 0.98 441.0 9.Single, Clear N 1.0 6.0 15.0 30.19 0.98 441.0 10.Single, Clear N 1.0 6.0 15.0 30.19 0.98 441.0 As -Built Total: 166.0 7867.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 174.0 0.70 121.8 1. Frame, Wood, Exterior 21.0 1097.0 0.89 971.6 Exterior 1097.0 1.90 2084.3 2. Frame, Wood, Adjacent 21.0 174.0 0.27 47.2 Base Total: 1271.0 2206.1 As -Built Total: 1271.0 1018.9 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 1.Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 2.Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1387.0 2.13 2954.3 1. Under Attic 30.0 1387.0 2.13 X 1.00 2954.3 Base Total: 1387.0 2954.3 As -Built Total: 1387.0 2954.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 184.0(p) 31.8 5851.2 1. Slab -On -Grade Edge Insulation 0.0 184.0(p 31.90 5869.6 Raised 0.0 0.00 0.0 Base Total: 5851.2 As -Built Total: 184.0 6869.6 INFILTRATION Area X BSPM Points Area X SPM Points 1387.0 14.31 19848.0 1387.0 14.31 19848.0 EnergyGaugeO DCA Form 60OA-2004R EnergyGaugeO/FlaRES'2004 FLRCPB v4.5 FORM'600A-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1107 WILLOW AVENUE, SANFORD, FL, 32771 PERMIT #: I BASE AS -BUILT Summer Base Points: 25361.0 Summer As -Built Points: 25947.7 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 278tmbtuh ,SEER/EFF(13.0) Ducts:Unc(S),Unc(R),Gar(AH),R6.0(INS) 25948 1.00 (1.09 x 1.150 x 0.95) 0.260 0.950 7611.1 25361.0 0.3250 8242.3 25947.7 1.00 1.188 0.260 0.950 7611.1 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 FORM.'600A-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1107 WILLOW AVENUE, SANFORD, FL, 32771 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 1387.0 9.11 2274.0 1.Single, Clear E 1.0 6.0 15.0 12.37 1.01 187.0 2.Single, Clear E 1.0 6.0 15.0 12.37 1.01 187.0 3.Single, Clear S 1.0 6.0 15.0 9.90 1.01 149.0 4.Single, Clear S 1.0 6.0 15.0 9.90 1.01 149.0 5.Single, Clear W 1.0 9.0 40.0 13.25 1.00 529.0 6.Single, Clear W 1.0 6.0 15.0 13.25 1.00 199.0 7.Single, Clear N 1.0 4.0 6.0 15.07 1.00 90.0 8.Single, Clear N 1.0 6.0 15.0 15.07 1.00 225.0 9.Single, Clear N 1.0 6.0 15.0 15.07 1.00 225.0 10.Single, Clear N 1.0 6.0 15.0 15.07 1.00 225.0 As -Built Total: 166.0 2165.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 174.0 1.80 313.2 1. Frame, Wood, Exterior 21.0 1097.0 0.99 1081.3 Exterior 1097.0 2.00 2194.0 2. Frame, Wood, Adjacent 21.0 174.0 0.91 159.1 Base Total: 1271.0 2607.2 As -Built Total: 1271.0 1240A DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 1.Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 2.Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1387.0 0.64 887.7 1. Under Attic 30.0 1387.0 0.64 X 1.00 887.7 Base Total: 1387.0 87.7 As -Built Total: 1387.0 887.7 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 184.0(p) 1.9 349.6 1. Slab -On -Grade Edge Insulation 0.0 184.0(p 2.50 460.0 Raised 0.0 0.00 0.0 Base Total: 349.6 As -Built Total: 184.0 460.0 INFILTRATION Area X BWPM Points Area X WPM Points 1387.0 0.28 388A 1387.0 -0.28 388.4 EnergyGauge® DCA Form 6MA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 FORM.'600A-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1107 WILLOW AVENUE, SANFORD, FL, 32771 PERMIT #: I BASE AS -BUILT Winter Base Points: 5104.9 Winter As -Built Points: 4572.9 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 27800 btuh ,EFF(7.7) Ducts: Unc(S), Unc(R),Gar(AH),R6.0 4572.9 1.000 1.078 x 1.160 x 0.95) 0.443 0.950 2287.5 5104.9 0.5540 2828.1 4572.9 1.00 1.188 0.443 0.950 2287.5 EnergyGaugeTm DCA Form 60OA-2004R EnergyGaugeS/FlaRES'2004 FLRCPB v4.5 FORM*600A-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 1107 WILLOW AVENUE, SANFORD, FL, 32771 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 Bedrooms Ratio Multiplier 3 2460.00 7380.0 40.0 0.92 3 1.00 2460.00 1.00 7380.0 As -Built Total: 7380.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 8242 2828 7380 18450 1 7611 2288 7380 17279 PASS 4zaE sT9T r C20 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/RaRES'2004 FLRCPB v4.5 FORM. 600A-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 1107 WILLOW AVENUE, SANFORD, FL, 32771 PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.R. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windowstdoors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame 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, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or 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 NFPA, 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 circuit 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 readi accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 Residential Window Diversity MidSummer ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central 3/1 /2007 Summer design temperature 95 F Average window load for July 7316 Btuh Summer setpoint 75 F Peak window load for July 9983 Btuh Summer temperature difference 20 F Excusion limit(130% of Ave.) 9511 Btuh Latitude 28 North Window excursion Jul 472 Btuh WINDOW Average and Peak Loads Limit for excursion 4000.00 f 8000.00 12 Hour Average 7000.00 t\ 6000.00LMi J 5000.00 0 o 4000.00 3000.00 2000.00 1000.00 0.00 8 a.m. 10 12 2 p.m. = p.m. 6 p.m. $ p.m. a.m. Total July Window Load(Radiation and conduction) Warning: This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required or some rooms may require zone control. EnergyGauge® S ern Sizing for Florida residences only PREPARED BY: "- • _ . .. DATE: -Zz' -\ -, EnergyGauge® FLRCPB v4.5 System Sizing Calculations - Summer Residential Load - Room by Room Component Details ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central Reference City: Sanford (User customized) Summer Temperature Difference: 20.0 F 3/1/2007 Type' Overhang Window Area(sgft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, 1.27, B-L, N,H E 1ft. Eft. 15.0 0.0 15.0 28 56 838 Btuh 2 1, Clear, 1.27, B-L, N,H E 1ft. 6ft. 15.0 0.0 15.0 28 56 838 Btuh 3 1, Clear, 1.27, B-L, N,H S 1 ft. 6ft. 15.0 15.0 0.0 28 31 421 Btuh 4 1, Clear, 1.27, B-L, N,H S tft. 6ft. 15.0 15.0 0.0 28 31 421 Btuh 5 1, Clear, 1.27, B-L, N,H W 1ft. 9ft. 40.0 0.0 40.0 28 56 2235 Btuh 6 1, Clear, 1.27, B-L, N,H W tft. 6ft. 15.0 0.0 15.0 28 56 838 Btuh 7 1, Clear, 1.27, B-L, N,H N 1 ft. 4ft. 6.0 0.0 6.0 28 28 168 Btuh 8 1, Clear, 1.27, B-M, 0.45, H N 1 ft. 6ft. 15.0 0.0 15.0 29 29 435 Btuh 9 1, Clear, 1.27, B-M, 0.45,H N 1 ft. 6ft. 15.0 0.0 15.0 29 29 435 Btuh 10 1, Clear, 1.27, B-M, 0.45,H N 1 ft. 6ft. 15.0 0.0 15.0 29 29 435 Btuh Window Total 1 166 (sgft) 1 7063 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 Frame - Wood - Ext 21.0/0.07 1097.0 1.5 1665 Btuh 2 Frame - Wood - Adj 21.0/0.07 174.0 1.5 260 Btuh Wall Total 1271 (sgft) 1925 Btuh Doors Type Area (sgft) HTM Load 1 Wood - Adjacent 18.0 16.7 301 Btuh 2 Insulated - Exterior 20.0 10.8 217 Btuh Door Total 38 (sgft) 518 Btuh Ceilings Type/Color/Surface R-Value Area(sgft) HTM Load 1 Vented Attic/DarkShingle 30.0 1387.0 1.8 2429 Btuh Ceiling Total 1387 (sqft) 2429 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 184 (ft(p)) 0.0 0 Btuh Floor Total 184.0 (sgft) 0 Btuh Zone Envelope Subtotal: 11936 Btuh Infiltration Type ACH Volume(cuft) wall area(sgft) CFM= Load SensibleNatural 0.23 12483 1271 47.9 1 1051 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 3600 4520 Btuh Sensible Envelope Load: 17507 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) DGM of 0.098) 1716 Btuh Sensible Zone Load 19223 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central 3/1 /2007 Sensible Envelope Load All Zones 17507 Btuh Sensible Duct Load 1716 Btuh Total Sensible Zone Loads 19223 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 19223 Btuh Totals for Cooling Latent infiltration gain (for 46 gr. humidity difference) 1494 Btuh Latent ventilation gain 0 Btuh Latent duct gain 297 Btuh Latent occupant gain (4 people @ 200 Btuh per person) 800 Btuh Latent other gain 4800 Btuh Latent total gain 7392 Btuh TOTAL GAIN 26615 Btuh EQUIPMENT 1. Central Unit # 27800 Btuh Key: Window types (Pn - Number of panes of glass) SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) U - Window U-Factor or'DEF' for default) InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) ExSh - Exterior shading device: none(N) or numerical value) BS - Insect screen: none(N), Full(F) or Half(H)) Omt - compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central Reference City: Sanford (User customized) Summer Temperature Difference: 20.0 F 3/1/2007 Type' Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Ornt Len Hqt Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, 1.27, B-L, N,H E 1ft. Eft. 15.0 0.0 15.0 28 56 838 Btuh 2 1, Clear, 1.27, B-L, N,H E 1ft. Eft. 15.0 0.0 15.0 28 56 838 Btuh 3 1, Clear, 1.27, B-L, N,H S 1ft. Eft. 15.0 15.0 0.0 28 31 421 Btuh 4 1, Clear, 1.27, B-L, N,H S 1 ft. Eft. 15.0 15.0 0.0 28 31 421 Btuh 5 1, Clear, 1.27, B-L, N,H W 1ft. 9ft. 40.0 0.0 40.0 28 56 2235 Btuh 6 1, Clear, 1.27, B-L, N,H W 1ft. Eft. 15.0 0.0 15.0 28 56 838 Btuh 7 1, Clear, 1.27, B-L, N,H N 1ft. 4ft. 6.0 0.0 6.0 28 28 168 Btuh 8 1, Clear, 1.27, B-M, 0.45,H N 1ft. 6ft. 15.0 0.0 15.0 29 29 435 Btuh 9 1, Clear, 1.27, B-M, 0.45, H N 1ft. 6ft. 15.0 0.0 15.0 29 29 435 Btuh 10 1, Clear, 1.27, B-M, 0.45,H N 1ft. 6ft. 15.0 0.0 15.0 29 29 435 Btuh Window Total 1 166 (sgft) 7063 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 Frame - Wood - Ext 21.0/0.07 1097.0 1.5 1665 Btuh 2 Frame - Wood - Adj 21.0/0.07 174.0 1.5 260 Btuh Wall Total 1271 (sgft) 1925 Btuh Doors Type Area (sgft) HTM Load 1 Wood - Adjacent 18.0 16.7 301 Btuh 2 Insulated - Exterior 20.0 10.8 217 Btuh Door Total 38 (sgft) 518 Btuh Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load 1 Vented Attic/DarkShingle 30.0 1387.0 1.8 2429 Btuh Ceiling Total 1387 (sgft) 2429 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 184 (ft(p)) 0.0 0 Btuh Floor Total 184.0 (sqft) 0 Btuh Envelope Subtotal: 11936 Btuh Infiltration Type ACH Volume(cuft) wall area(sgft) CFM= Load SensibleNatural 0.23 12483 1271 93.6 1 1051 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 3600 4520 Btuh Sensible Envelope Load: 17507 Btuh Duct load DGM of 0.098) 1716 Btuh Sensible Load All Zones 19223 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Whole House Total sensible gain Totals for Cooling Latent infiltration gain (for 46 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (4 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 3/1 /2007 17507 Btuh 1716 Btuh 19223 Btuh 0 Btuh 0 Btuh 19223 Btuh 1494 Btuh 0 Btuh 297 Btuh 800 Btuh 4800 Btuh 7392 Btuh 6615 Btuh 1. Central Unit # 27800 Btuh Key: Window types (Pn - Number of panes of glass) SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) U - Window U-Factor or'DEF' for default) InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) ExSh - Exterior shading device: none(N) or numerical value) BS - Insect screen: none(N), Full(F) or Half(H)) Omt - compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central Reference City: Sanford (User customized) Winter Temperature Difference: 32.0 F 3/1/2007 Window Panes/SHGC/Frame/U Orientation Area ft X HTM= Load 1 1, Clear, Metal, 1.27 E 15.0 40.6 610 Btuh 2 1, Clear, Metal, 1.27 E 15.0 40.6 610 Btuh 3 1, Clear, Metal, 1.27 S 15.0 40.6 610 Btuh 4 1, Clear, Metal, 1.27 S 15.0 40.6 610 Btuh 5 1, Clear, Metal, 1.27 W 40.0 40.6 1626 Btuh 6 1, Clear, Metal, 1.27 W 15.0 40.6 610 Btuh 7 1, Clear, Metal, 1.27 N 6.0 40.6 244 Btuh 8 1, Clear, Metal, 1.27 N 15.0 40.6 610 Btuh 9 1, Clear, Metal, 1.27 N 15.0 40.6 610 Btuh 10 1, Clear, Metal, 1.27 N 15.0 40.6 610 Btuh Window Total 166 ft 6746 Btuh Walls Type R-Value Area X HTM= Load 1 Frame - Wood - Ext(0.07) 21.0 1097 2.4 2624 Btuh 2 Frame - Wood - Adj(0.07) 21.0 174 2.4 416 Btuh Wall Total 1271 3040 Btuh Doors Type Area X HTM= Load 1 Wood - Adjacent 18 17.3 311 Btuh 2 Insulated - Exterior 20 11.2 224 Btuh Door Total 38 5356tuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin 30.0 1387 1.0 1414 Btuh Ceiling Total 1387 141413tuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 184.0 ft(p) 37.8 6948 Btuh Floor Total 184 6948 Btuh Zone Envelope Subtotal: 18683 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 0.45 12483 1271 93.6 3290 Btuh Ductload Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DLM of 0.068) 1499 Btuh Zone #1 Sensible Zone Subtotal 23471 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central 3/1 /2007 Subtotal Sensible 23471 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 23471 Btuh 1. Electric Heat Pump # 27800 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) Frame types - metal, wood or insulated metal) U - Window U-Factor or'DEF' for default) HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5 Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central Reference City: Sanford (User customized) Winter Temperature Difference: 32.0 F 3/1/2007 Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 1 1, Clear, Metal, 1.27 E 15.0 40.6 610 Btuh 2 1, Clear, Metal, 1.27 E 15.0 40.6 610 Btuh 3 1, Clear, Metal, 1.27 S 15.0 40.6 610 Btuh 4 1, Clear, Metal, 1.27 S 15.0 40.6 610 Btuh 5 1, Clear, Metal, 1.27 W 40.0 40.6 1626 Btuh 6 1, Clear, Metal, 1.27 W 15.0 40.6 610 Btuh 7 1, Clear, Metal, 1.27 N 6.0 40.6 244 Btuh 8 1, Clear, Metal, 1.27 N 15.0 40.6 610 Btuh 9 1, Clear, Metal, 1.27 N 15.0 40.6 610 Btuh 10 1, Clear, Metal, 1.27 N 15.0 40.6 610 Btuh Window Total 166 ft 6746 Btuh Walls Type R-Value Area X HTM= Load 1 Frame - Wood - Ext(0.07) 21.0 1097 2.4 2624 Btuh 2 Frame - Wood - Adj(0.07) 21.0 174 2.4 416 Btuh Wall Total 1271 3040 Btuh Doors Type Area X HTM= Load 1 Wood - Adjacent 18 17.3 311 Btuh 2 Insulated - Exterior 20 11.2 224 Btuh Door Total 38 535Btuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin 30.0 1387 1.0 1414 Btuh Ceiling Total 1387 141413tuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 184.0 ft(p) 37.8 6948 Btuh Floor Total 184 6948 Btuh Envelope Subtotal: 18683 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.45 12483 1271 93.6 3290 Btuh Ductload DLM of 0.068) 1499 Btuh All Zones Sensible Subtotal All Zones 23471 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central 3/1 /2007 Subtotal Sensible 23471 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 23471 Btuh 1. Electric Heat Pump # 27800 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) Frame types - metal, wood or insulated metal) U - Window U-Factor or'DEF' for default) HTM - Manual.l Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other Floor types ) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5 Page 2 Residential System Sizing Calculation Summary ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central 1/1 /2nn7 Location for weather data: Sanford - User customized: Latitude(28) Altitude(55 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77 Humidity difference 46 r. Winter design temperature 38 F Summer design temperature 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 32 F Summer temperature difference 20 F Total heating load calculation 23471 Btuh Total cooling load calculation 26616 Btuh Submitted heating capacity of talc Btuh Submitted cooling capacity of talc Btuh Total (Electric Heat Pump) 118.4 27800 Sensible (SHR = 0.70) 101.2 19460 Heat Pump + Auxiliary(5.OkW) 191.1 44865 Latent 112.8 8340 Total Electric Heat Pump) 104.5 27800 WINTER CALCULATIONS Winter Heatina Load (for 1387 sqft Load component Load Window total 166 sqft 6746 Btuh Wall total 1271 sqft 3040 Btuh Door total 38 sqft 535 Btuh Ceiling total 1387 sqft 1414 Btuh Floor total 184 sqft 6948 Btuh Infiltration 94 cfm 3290 Btuh Duct loss 1499 Btuh Subtotal 23471 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 23471 Btuh Summer Coolina Load (for 1387 sqft euctnra%) in ra ( 000ra(2%) Flaars SUMMER CALCULATIONS Load component Load Window total 166 sqft 7063 Btuh Wall total 1271 sqft 1925 Btuh Door total 38 sqft 518 Btuh Ceiling total 1387 sqft 2429 Btuh Floor total 0 Btuh Infiltration 48 cfm 1051 Btuh Internal gain 4520 Btuh Duct gain 1716 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 19223 Btuh Latent gain(ducts) 297 Btuh Latent gain(infiltration) 1494 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupantslother) 5600 Btuh Total latent gain 7392 Btuh TOTAL HEAT GAIN 26615 Btuh Latent otemaV21%) nt.Gan(17%1 oucts(e%) to wa (29 :M11 eants(6%) I Pfa0ows(27%) cem)gs(9%) van(7%) T. 000ro n ra (t 0%) ( 2%) EnergyGauge® S Version 8 PREPARED BY:`'Sc.— For Florida residences only DATE: ' ct oroc .,n r Job #: CSF1387 Performed by TRICIA HIGGINS for: ANCIENT CITY 11 07 WILLOW AVENUE SANFORD, FL 32771 First floor ANROW CONSTRUCTION COMPANY Fax (386) 775-7051 Scale 1 : 86 Page 1 Right -Suite Residential 6.0.53 RSR39772 2007-Mar-01 16:06:51 My Documents\Wrightsot HVAC\.-j Fax: (386) 775-7051 Duct System Summary Job: Mary • Dade: Mar 01, 2007 Entire House By: TRICIA HGGINS ANROW CONSTRUCTION COMPANY e-roject inTormation For: ANCIENT CITY 1107 WILLOW AVENUE, SANFORD, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 1.00 in H2O 0.34 in H2O 0.66 in H2O 0.60/0.06 in H2O 0.147 in/100ft 927 cfm 448 ft Cooling 1.00 in H2O 0.34 in H2O 0.66 in H2O 0.60 / 0.06 in H2O 0.147 in/100ft 927 cfm Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) Rect Size (n) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BEDRM 3 c 2527 87 104 0.248 6 Ox 0 VIFx 16.1 224.6 st2 M BEDROOM c 3790 81 156 0.152 7 Ox 0 VIFx 22.5 370.0 st3 DINING h 2448 101 99 0.253 6 Ox 0 VIFx 15.7 220.0 st1 LIVING c 5147 114 212 0.152 8 Ox 0 VIFx 22.7 370.8 st3 M BATH h 2643 109 29 0.147 6 Ox 0 VIFx 34.4 370.4 st3 WIC h 496 20 5 0.149 4 Ox 0 VIFx 30.8 370.0 st3 KITCHEN h 4428 182 129 0.251 7 Ox 0 VIFx 17.7 220.0 st1 LNDRY h 336 14 8 0.245 4 Ox 0 VIFx 18.4 224.6 st2 BEDRM 2 c 2334 69 96 0.240 6 Ox 0 VIFx 23.5 224.6 st2 BATH c 76 2 3 0.246 4 0x 0 VIFx 18.2 224.6 st2 STUDY h 3626 149 84 0.224 7 Ox 0 VIFx 37.1 229.6 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam Rect Duct Duct Name Type cfm) cfm) FR fpm) in) Size (in) Material Trunk st3 Peak AVF 324 404 0.147 740 10 0 x 0 VinIFIX st1 SO Peak AVF 607 631 0.147 804 12 0 x 0 VinIFIX st2 Peak AVF 320 296 0.224 587 10 0 x 0 VinIFIX Wnghtsoft Right -Suite Residenbal6.0.53RSR39772 2007-Mar-0116:06:44 C;K CAMy DocumentsMdghtsoft HVAC\CSF1387.rrp Calc= MJ8 Orientation = E Page 1 Return Branch Detail Table Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) RectSize n) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 927 927 43.0 1 0.100 664 16 Ox 0 VIFx wngtjtsoft Right -Suite Residential6.0.53RSR39772 2007-Mar-0116:06:44 CA:k C:1My Documents\Wrightsoft HVAC\CSF1387.rrp Calc = MJ8 Orientation = E Page 2 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: CSF1387 Builder: ANROW CONST Address: 1107 WILLOW AVENUE Permitting Office: SANFORD City, State: SANFORD, FL 32771 Permit Number: '0-1- I t Owner: ANROW CONSTRUCTION Jurisdiction Number: 691500 Climate Zone: Central I . New construction or existing New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I 4. Number of Bedrooms 3 _ 5. Is this a worst case? No _ 6. Conditioned floor area (112) 1387 112 _ 7. Glass type I and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a. (Sngle Default) 166.0 112 b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 166.0 ft2 _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 184.0(p) ft _ b. N/A c. N/A 9. Wall types a. Frame, Wood, L"xterior R=21.0, 1097.0 tie b. Frame, Wood, Adjacent R=21.0, 174.0 ft' _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1387.0 ft2 b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Scaled):Garage Sup. R=6.0. 150.0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Cciling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling. MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 17279 PASSTotalbasepoints: 18450 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY. DATE: -1 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCPB v4.5) Cap: 27.8 kBtu/hr _ SEER: 13.00 Cap: 27.8 kBtu/hr _ HSPF: 7.70 Cap: 40.0 gallons _ EF: 0.92 PT. FORIV'' 00A-2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: CSF1387 Builder: ANROW CONST Address: 1107 WILLOW AVENUE Permitting Office: SANFORD City, State: SANFORD, FL 32771 Permit Number: Owner: ANROW CONSTRUCTION Jurisdiction Number: 691500 Climate Zone: Central l . New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 5. is this a worst case? No 6. Conditioned floor area (W) 1397 ft= _ 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a. (Sngle Default) 166.0 ft= b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 166.0 IF _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 184.0(p) ft _ b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior R=21.0, 1097.0 ft2 _ b. Frame, Wood. Adjacent R=21.0, 174.0 ft- _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0. 1387.0 ft2 b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. Afi(Scaled):Garage Sup. R=6.0. 150.0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Ilot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan. PT -Programmable Thermostat, MT-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 17279 PASSTotalbasepoints: 18450 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BA DATE: ,1 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGaugeO (Version: FLRCPB v4.5) Cap: 27.8 k13tu/hr _ SEER: 13.00 Cap: 27.8 LBtu/hr HSPF: 7.70 Cap: 40.0 gallons EF: 0.92 PT. O* ZFiE S7,g0 0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.9 The higher the score, the more efficient the home. ANROW CONSTRUCTION, 1107 WILLOW AVENUE, SANFORD, FL, 32771 I . New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 ._ 5. is this a worst case? No _ 6. Conditioned floor area (ft=) 1387 W _ 7. Glass type i and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor. Description Area or Single or Double DEFAULT) 7a. (Sngle Default) 166.0 ft' b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 166.0 W 8. Floor types a. Slab -On -Grade Edge Insulation R-0.0, 184.0(p) ft b. N/A c. N/A 9. Wall types a. Frame, Wood. Exterior R=21.0, 1097.0 ft= _ b. Frame, Wood, Adjacent R=21.0, 174.0 ft- _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1387.0 d= _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. All(Sealed):Garage Sup. R=6.0, 150.0 ft b. N/A 12. Cooling systems a. Central Unit Cap: 27.8 IcBtu/hr _ SEER: 13.00 b. N/A c. N/A 13. Heating systems a. Electric Heat Pump Cap: 27.8 kBtu/hr _ I•ISPF: 7.70 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons EF: 0.92 b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits PT. _ CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through thAanergy saving features which will be installed (or exceeded) in this home before Finaon. rwise. w EPL Display Card will be completed based on installed C compltan ea S. Builder Signature: Date: 2 Address of New Home: 1 I wt I IC1a City/FL Zip: e 4'ODWE ATOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA%DOE EnergyStar"' designation), vour home may qualify for energy effnciencv mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the.Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fcec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pa es 2&4. EnergyGaugeg (Version: FLRCFB v4.5) a 1 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1107 WILLOW AVENUE, SANFORD, FL, 32771 PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1387.0 24.35 6079.0 1.Single, Clear E 1.0 6.0 15.0 63.97 0.97 931.0 2.Single, Clear E 1.0 6.0 15.0 63.97 0.97 931.0 3.Single, Clear S 1.0 6.0 15.0 48.22 0.95 685.0 4.Single, Clear S 1.0 6.0 15.0 48.22 0.95 685.0 5.Single, Clear W 1.0 9.0 40.0 57.68 0.99 2293.0 6.Single, Clear W 1.0 6.0 15.0 57.68 0.97 839.0 7.Single, Clear N 1.0 4.0 6.0 30.19 0.94 170.0 8.Single, Clear N 1.0 6.0 15.0 30.19 0.98 441.0 9.Single, Clear N 1.0 6.0 15.0 30.19 0.98 441.0 10.Single, Clear N 1.0 6.0 15.0 30.19 0.98 441.0 As43uilt Total: 166.0 7867.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 174.0 0.70 121.8 1. Frame, Wood, Exterior 21.0 1097.0 0.89 971.6 Exterior 1097.0 1.90 2084.3 2. Frame, Wood, Adjacent 21.0 174.0 0.27 47.2 Base Total: 1271.0 2206.1 As -Built Total: 1271.0 1018.9 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 1.Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 2.Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As$uilt Total: 38.0 139.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1387.0 2.13 2954.3 1. Under Attic 30.0 1387.0 2.13 X 1.00 2954.3 Base Total: 1387.0 2964.3 As4Buitt Total: 1387.0 2954.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 184.0(p) 31.8 5851.2 1. Slab -On -Grade Edge Insulation 0.0 184.0(p 31.90 5869.6 Raised 0.0 0.00 0.0 Base Total: 6861.2 As43uilt Total: 184.0 6869.6 INFILTRATION Area X BSPM Points Area X SPM Points 1387.0 14.31 19848.0 1387.0 14.31 19848.0 EnergyGauge® DCA Form 60OA-2004R EnergyGauge91FIaRES'2004 FLRCPB v4.5 FORM 600A-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1107 WILLOW AVENUE, SANFORD, FL, 32771 PERMIT #: BASE AS -BUILT 1111111111101 Summer Base Points: 25361.0 Summer As -Built Points: 25947.7 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 27800btuh ,SEER/EFF(13.0) Ducts:Unc(S),Unc(R),Gar(AH),R6.0(INS) 25948 1.00 (1.09 x 1.150 x 0.95) 0.260 0.950 7611.1 25361.0 0.3250 8242.3 25947.7 1.00 1.188 0.260 0.950 7611.1 EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1107 WILLOW AVENUE, SANFORD, FL, 32771 PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point 18 1387.0 9.11 2274.0 1.Single, Clear E 1.0 6.0 15.0 12.37 1.01 187.0 2.Single, Clear E 1.0 6.0 15.0 12.37 1.01 187.0 3.Single, Clear S 1.0 6.0 15.0 9.90 1.01 149.0 4.Single, Clear S 1.0 6.0 15.0 9.90 1.01 149.0 5.Single, Clear W 1.0 9.0 40.0 13.25 1.00 529.0 6.Single, Clear W 1.0 6.0 15.0 13.25 1.00 199.0 7.Single, Clear N 1.0 4.0 6.0 15.07 1.00 90.0 8.Single, Clear N 1.0 6.0 15.0 15.07 1.00 225.0 9.Single, Clear N 1.0 6.0 15.0 15.07 1.00 225.0 10.Single, Clear N 1.0 6.0 15.0 15.07 1.00 225.0 As -Built Total: 166.0 2166.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 174.0 1.80 313.2 1. Frame, Wood, Exterior 21.0 1097.0 0.99 1081.3 Exterior 1097.0 2.00 2194.0 2. Frame, Wood, Adjacent 21.0 174.0 0.91 159.1 Base Total: 1271.0 2607.2 As -Built Total: 1271.0 1240A DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 1.Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 2.Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPESArea X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1387.0 0.64 887.7 1. Under Attic 30.0 1387.0 0.64 X 1.00 887.7 Base Total: 1387.0 887.7 As$uilt Total: 138T.0 887.7 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 184.0(p) 1.9 349.6 1. Slab -On -Grade Edge Insulation 0.0 184.0(p 2.50 460.0 Raised 0.0 0.00 0.0 Base Total: M.6 As -Built Total: 184.0 460.0 INFILTRATION Area X BWPM Points Area X WPM Points 1387.0 0.28 M.4 1387.0 -0.28 388.4 EnergyGauge® DCA Form 60OA-2004R EnergyGaugeOfFlaRES'2004 FLRCPB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1107 WILLOW AVENUE, SANFORD, FL, 32771 PERMIT #: I BASE AS -BUILT Winter Base Points: 5104.9 Winter As -Built Points: 4572.9 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 27800 btuh ,EFF(7.7) Ducts:Unc(S),Unc(R),Gar(AH),R6.0 4572.9 1.0001 1.078 x 1.160 x 0.95) 0.443 0.950 2287.5 5104.9 0.5540 2828.1 4572.9 1.00 1.188 0.443 0.950 2287.5 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1107 WILLOW AVENUE, SANFORD, FL, 32771 PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 40.0 0.92 3 1.00 2460.00 1.00 7380.0 As43uilt Total: 7380.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 8242 2828 7380 18450 1 7611 2288 7380 17279 PASS EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1107 WILLOW AVENUE, SANFORD, FL, 32771 PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame 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 Penetrationstopenings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or 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 p2rimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or dearly marked circuit 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 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2004R EnergyGaugeO/FlaRES'2004 FLRCPB v4.5 Residential Window Diversity MidSummer ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central 3/1 /2007 Summer design temperature 95 F Average window load for July 7316 Btuh Summer setpoint 75 F Peak window load for July 9983 Btuh Summer temperature difference 20 F Excusion limit(130% of Ave.) 9511 Btuh Latitude 28 North Window excursion Jul 472 Btuh WINDOW Average and Peak Loads Limit for excursion 9000.00 saao.00 12 Hour Average 70ao.00 L 60a0.00 5000.00 0 4aa0.00 3000.00 200.00 1000.00 a.ao 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m a p.m. s. m. Total July Window Load(Radiation and conduction) Warning: This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required or some rooms may require zone control. EnergyGauge®S s em Sizing for Florida residences only Am PREPARED B DATE: EnergyGauge® FLRCPB v4.5 System Sizing Calculations - Summer Residential Load - Room by Room Component Details ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central Reference City: Sanford (User customized) Summer Temperature Difference: 20.0 F 3/1/2007 Type' Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/In$h/ExSh/IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, 1.27, B-L, N,H E 1ft. Eft. 15.0 0.0 15.0 28 56 838 Btuh 2 1, Clear, 1.27, B-L, N,H E 1ft. 6ft. 15.0 0.0 15.0 28 56 838 Btuh 3 1, Clear, 1.27, B-L, N,H S 1 ft. 6ft. 15.0 15.0 0.0 28 31 421 Btuh 4 1, Clear, 1.27, B-L, N,H S 1 ft. 6ft. 15.0 15.0 0.0 28 31 421 Btuh 5 1, Clear, 1.27, B-L, N,H W 1 ft. 9ft. 40.0 0.0 40.0 28 56 2235 Btuh 6 1, Clear, 1.27, B-L, N,H W 1ft. 6ft. 15.0 0.0 15.0 28 56 838 Btuh 7 1, Clear, 1.27, B-L, N,H N 1ft. 4ft. 6.0 0.0 6.0 28 28 168 Btuh 8 1, Clear, 1.27, B-M, 0.45,H N 1ft. 6ft. 15.0 0.0 15.0 29 29 435 Btuh 9 1, Clear, 1.27, B-M, 0.45,H N 1ft. 61t. 15.0 0.0 15.0 29 29 435 Btuh 10 1, Clear, 1.27, B-M, 0.45,H N tft. 6ft. 15.0 0.0 15.0 29 29 435 Btuh Window Total 1 166 (sqft) 7063 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 Frame - Wood - Ext 21.0/0.07 1097.0 1.5 1665 Btuh 2 Frame - Wood - Adj 21.0/0.07 174.0 1.5 260 Btuh Wall Total 1271 (sqft) 1925 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Adjacent 18.0 16.7 301 Btuh 2 Insulated - Exterior 20.0 10.8 217 Btuh Door Total 38 (sqft) 518 Btuh Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load 1 Vented At ic/DarkShingle 30.0 1387.0 1.8 2429 Btuh Ceiling Total 1387 (sqft) 2429 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 184 (ft(p)) 0.0 0 Btuh Floor Total 184.0 (sqft) 0 Btuh Zone Envelope Subtotal: 11936 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= Load SensibleNatural 0.23 12483 1271 47.9 1 1051 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 3600 4520 Btuh Sensible Envelope Load: 17507 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DGM of 0.098) 1716 Btuh Sensible Zone Load 19223 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central 3/1 /2007 Sensible Envelope Load All Zones 17507 Btuh Sensible Duct Load 1716 Btuh Total Sensible Zone Loads 19223 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 19223 Btuh Totals for Cooling Latent infiltration gain (for 46 gr. humidity difference) 1494 Btuh Latent ventilation gain 0 Btuh Latent duct gain 297 Btuh Latent occupant gain (4 people @ 200 Btuh per person) 800 Btuh Latent other gain 4800 Btuh Latent total gain 7392 Btuh TOTAL GAIN 26615 Btuh 1. Central Unit # 27800 Btuh Key: Window types (Pn - Number of panes of glass) SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) U - Window U-Factor or'DEF for default) InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) ExSh - Exterior shading device: none(N) or numerical value) BS - Insect screen: none(N), Full(F) or Half(H)) Omt - compass orientation) r Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central Reference City: Sanford (User customized) Summer Temperature Difference: 20.0 F 3/1/2007 Type' Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, 1.27, B-L, N,H E 1ft. Eft. 15.0 0.0 15.0 28 56 838 Btuh 2 1, Clear, 1.27, B-L, N,H E 1ft. 6ft. 15.0 0.0 15.0 28 56 838 Btuh 3 1, Clear, 1.27, B-L, N,H S 1 ft. 6ft. 15.0 15.0 0.0 28 31 421 Btuh 4 1, Clear, 1.27, B-L, N,H S 1ft. 6ft. 15.0 15.0 0.0 28 31 421 Btuh 5 1, Clear, 1.27, B-L, N,H W 1 ft. 9ft. 40.0 0.0 40.0 28 56 2235 Btuh 6 1, Clear, 1.27, B-L, N,H W 1ft. 6ft. 15.0 0.0 15.0 28 56 838 Btuh 7 1, Clear, 1.27, B-L, N,H N 1 ft. 4ft. 6.0 0.0 6.0 28 28 168 Btuh 8 1, Clear, 1.27, B-M, 0.45,H N 1 ft. 6ft. 15.0 0.0 15.0 29 29 435 Btuh 9 1, Clear, 1.27, B-M, 0.45,H N 1ft. 6ft. 15.0 0.0 15.0 29 29 435 Btuh 10 1, Clear, 1.27, B-M, 0.45,H N 1 ft. 6ft. 15.0 0.0 15.0 29 29 435 Btuh Window Total 1 166 sgft 7063 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 Frame - Wood - Ext 21.0/0.07 1097.0 1.5 1665 Btuh 2 Frame - Wood - Adj 21.0/0.07 174.0 1.5 260 Btuh Wall Total 1271 (sgft) 1925 Btuh Doors Type Area (sgft) HTM Load 1 Wood - Adjacent 18.0 16.7 301 Btuh 2 Insulated - Exterior 20.0 10.8 217 Btuh Door Total 38 (sgft) 518 Btuh Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load 1 Vented AttiGDarkShingle 30.0 1387.0 1.8 2429 Btuh Ceiling Total 1387 (sgft) 2429 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 184 (ft(p)) 0.0 0 Btuh Floor Total 184.0 (sgft) 0 Btuh Envelope Subtotal: 11936 Btuh Infiltration Type ACH Volume(cuft) wall area(sgft) CFM= Load SensibleNatural 0.23 12483 1271 93.6 1051 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 3600 4520 Btuh Sensible Envelope Load: 17507 Btuh Duct load DGM of 0.098) 1716 Btuh Sensible Load All Zones 19223 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central 3/1 /2007 Sensible Envelope Load All Zones 17507 Btuh Sensible Duct Load 1716 Btuh Total Sensible Zone Loads 19223 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 19223 Btuh Totals for Cooling Latent infiltration gain (for 46 gr. humidity difference) 1494 Btuh Latent ventilation gain 0 Btuh Latent duct gain 297 Btuh Latent occupant gain (4 people @ 200 Btuh per person) 800 Btuh Latent other gain 4800 Btuh Latent total gain 7392 Btuh TOTAL GAIN 26615 Btuh EQUIPMENT 1. Central Unit # 27800 Btuh Key: Window types (Pn - Number of panes of glass) SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) U - Window U-Factor or'DEF for default) InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) ExSh - Exterior shading device: none(N) or numerical value) BS - Insect screen: none(N), Full(F) or Half(H)) Omt - compass orientation) y Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central Reference City: Sanford (User customized) Winter Temperature Difference: 32.0 F 3/1/2007 Window Panes/SHGC/Frame/U Orientation Area ft X HTM= Load 1 1, Clear, Metal, 1.27 E 15.0 40.6 610 Btuh 2 1, Clear, Metal, 1.27 E 15.0 40.6 610 Btuh 3 1, Clear, Metal, 1.27 S 15.0 40.6 610 Btuh 4 1, Clear, Metal, 1.27 S 15.0 40.6 610 Btuh 5 1, Clear, Metal, 1.27 W 40.0 40.6 1626 Btuh 6 1, Clear, Metal, 1.27 W 15.0 40.6 610 Btuh 7 1, Clear, Metal, 1.27 N 6.0 40.6 244 Btuh 8 1, Clear, Metal, 1.27 N 15.0 40.6 610 Btuh 9 1, Clear, Metal, 1.27 N 15.0 40.6 610 Btuh 10 1, Clear, Metal, 1.27 N 15.0 40.6 610 Btuh Window Total 166 ft 6746 Btuh Walls Type R-Value Area X HTM= Load 1 Frame - Wood - Ext(0.07) 21.0 1097 2.4 2624 Btuh 2 Frame - Wood - Adj(0.07) 21.0 174 2.4 416 Btuh Wall Total 1271 3040 Btuh Doors Type Area X HTM= Load 1 Wood - Adjacent 18 17.3 311 Btuh 2 Insulated - Exterior 20 11.2 224 Btuh Door Total 38 5356tuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin 30.0 1387 1.0 1414 Btuh Ceiling Total 1387 14146tuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 184.0 ft(p) 37.8 6948 Btuh Floor Total 184 6948 Btuh Zone Envelope Subtotal: 18683 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.45 12483 1271 93.6 3290 Btuh Ductload Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DLM of 0.068) 1499 Btuh Zone #1 Sensible Zone Subtotal 23471 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central 3/1 /2007 Subtotal Sensible 23471 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 23471 Btuh 1. Electric Heat Pump # 27800 Btuh y Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) Frame types - metal, wood or insulated metal) U - Window U-Factor or'DEF for default) HTM - ManuaU Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5 Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central Reference City: Sanford (User customized) Winter Temperature Difference: 32.0 F 3/1/2007 Window Panes/SHGC/Frame/U Orientation Area ft X HTM= Load 1 1, Clear, Metal, 1.27 E 15.0 40.6 610 Btuh 2 1, Clear, Metal, 1.27 E 15.0 40.6 610 Btuh 3 1, Clear, Metal, 1.27 S 15.0 40.6 610 Btuh 4 1, Clear, Metal, 1.27 S 15.0 40.6 610 Btuh 5 1, Clear, Metal, 1.27 W 40.0 40.6 1626 Btuh 6 1, Clear, Metal, 1.27 W 15.0 40.6 610 Btuh 7 1, Clear, Metal, 1.27 N 6.0 40.6 244 Btuh 8 1, Clear, Metal, 1.27 N 15.0 40.6 610 Btuh 9 1, Clear, Metal, 1.27 N 15.0 40.6 610 Btuh 10 1, Clear, Metal, 1.27 N 15.0 40.6 610 Btuh Window Total 166 ft 6746 Btuh Walls Type R-Value Area X HTM= Load 1 Frame - Wood - Ext(0.07) 21.0 1097 2.4 2624 Btuh 2 Frame - Wood - Adj(0.07) 21.0 174 2.4 416 Btuh Wall Total 1271 3040 Btuh Doors Type Area X HTM= Load 1 Wood - Adjacent 18 17.3 311 Btuh 2 Insulated - Exterior 20 11.2 224 Btuh Door Total 38 535Btuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin 30.0 1387 1.0 1414 Btuh Ceilinq Total 1387 141413tuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 184.0 ft(p) 37.8 6948 Btuh Floor Total 184 6948 Btuh Envelope Subtotal: 18683 Btuh Infiltration Type ACH X Volume(cuff) walls(sgft) CFM= Natural 0.45 12483 1271 93.6 3290 Btuh Ductload DLM of 0.068) 1499 Btuh All Zones Sensible Subtotal All Zones 23471 Btuh EnergyGauge® FLRCPB 0.5 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central 3/1 /2007 Subtotal Sensible 23471 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 23471 Btuh 1. Electric Heat Pump # 27800 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) _ Frame types - metal, wood or insulated metal) U - Window U-Factor or'DEF' for default) HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other Floor types) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5 Page 2 Residential System Sizing Calculation Summary ANROW CONSTRUCTION Project Title: Code Only 1107 WILLOW AVENUE CSF1387 Professional Version SANFORD, FL 32771 Climate: Central Ai1 ignnr7 Location for weather data: Sanford User customized: Latitude(28) Altitude(55 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 46 r. Winter design temperature 38 F Summer design temperature 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 32 F Summer temperature difference 20 F Total heating load calculation 23471 Btuh Total cooling load calculation 26615 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity of talc Btuh Total (Electric Heat Pump) 118.4 27800 Sensible (SHR = 0.70) 101.2 19460 Heat Pump + Auxiliary(5.OkW) 191.1 44865 Latent 112.8 8340 Total Electric Heat Pump) 104.5 27800 WINTER CALCULATIONS Winter Heatina Load (for 1387 sqft Load component Load Window total 166 sqft 6746 Btuh Wall total 1271 sqft 3040 Btuh Door total 38 sqft 535 Btuh Ceiling total 1387 sqft 1414 Btuh Floor total 184 sqft 6948 Btuh Infiltration 94 cfm 3290 Btuh Duct loss 1499 Btuh Subtotal 23471 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 23471 Btuh oucb(a%) nra.(i Ooon(2%) SUMMER CALCULATIONS summer coolin Loaa Tor ijuf 5 n Load component Load Window total 166 sqft 7063 Btuh Wall total 1271 sqft 1925 Stuh Door total 38 sqft 518 Btuh Ceiling total 1387 sqft 2429 Btuh Floor total 0 Btuh Infiltration 48 cfm 1051 Btuh Internal gain 4520 Btuh Duct gain 1716 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 19223 Btuh Latent gain(ducts) 297 Btuh Latent gain(infiltration) 1494 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupantslother) 5600 Btuh Total latent gain 7392 Btuh TOTAL HEAT GAIN 26615 Btuh Latent ntema)(21 %) hi.Gaif(17%) oucts(e%) xtive(29%) eWg9(6x) Vhntlowa(27%) eeangs(1»e) Yan(7%) 0o (27.) in O.(10'A) EnergyGauge® iz Version 8 PREPARED BY: For Florida residences only DATE: ' '1 Job #: CSF1387 Performed by TRICIA HIGGINS for: ANGENT CITY 1107 WILLOW AVENUE SANFORD, FL 32771 First floor ANROW CONSTRUCTION COMPANY Fax (386) 775-7051 Scale 1 : 86 Page 1 Right -Sub Residential 6.0.53 RSR39772 2007-Mar-01 16:06:51 Documents\Wrightsot HVAC1.- Fax: (386) 775-7051 Duct System ' 7Summary Job: Date: MarMar01,7 2007 Entire House By: TRICIA HGGINS ANROW CONSTRUCTION COMPANY Froject intormation For: ANCIENT CITY 1107 WILLOW AVENUE, SANFORD, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 1. 00 in H2O 0. 34 in H2O 0. 66 in H2O 0. 60 / 0.06 in H2O 0. 147 in/100ft 927 cfm 448 ft Cooling 1. 00 in H2O 0. 34 in H2O 0. 66 in H2O 0. 60 / 0.06 in H2O 0. 147 in/100ft 927 cfm Supply Branch Detail Table Name Design Btuh) Htg cfm) Cig cfm) Design FR Diam n) Rect Size ( n) Duct Matl Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk BEDRM 3 c 2527 87 104 0.248 6 Ox 0 VIFx 16.1 224.6 st2 M BEDROOM c 3790 81 156 0.152 7 Ox 0 VIFx 22.5 370.0 st3 DINING h 2448 101 99 0.253 6 Ox 0 VIFx 15.7 220.0 st1 LIVING c 5147 114 212 0.152 8 Ox 0 VIFx 22.7 370.8 st3 M BATH h 2643 109 29 0.147 6 Ox 0 VIFx 34.4 370.4 st3 WIC h 496 20 5 0.149 4 Ox 0 VIFx 30.8 370.0 st3 KITCHEN h 4428 182 129 0.251 7 Ox 0 VIFx 17.7 220.0 st1 LNDRY h 336 14 8 0.245 4 Ox 0 VIFx 18.4 224.6 st2 BEDRM 2 c 2334 69 96 0.240 6 Ox 0 VIFx 23.5 224.6 st2 BATH c 76 2 3 0.246 4 Ox 0 VIFx 18.2 224.6 st2 STUDY h 3626 149 84 0.224 7 Ox 0 VIFx 37.1 229.E st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam Rect Duct Dud Name Type cfm) cfm) FR fpm) n) Size (in) Material Trunk st3 Peak AVF 324 404 0.147 740 10 0 x 0 VinIFIX st1 st1 Peak AVF 607 631 0.147 804 12 0 x 0 VinIFIX st2 Peak AVF 320 296 1 0.224 587 10 0 x 0 VinIFIX 1 wnghtsoft RightSuite Residential 6.0.53 RSR39772 2007-Mar-01 16:06:44 CAMy Doaments\Wrightsoft HVAC\CSF1387.rrp Calc = MJ8 Orientation = E Page 1 Return Branch Detail Table Name Grill Size (in) Htg cfm) clg cfm) TEL ft) Design FR Veloc fpm) Diam in) RectSize in) Stud/Joist Opening (in) Dud Matl Trunk rb1 0x 0 927 927 43.0 0.100 664 16 0x 0 VIFx C wnghtsoft RightSuite Residential 6.0.53 RSR39772 2007-Mar-01 16:06:44 Zak CAMy DowmentsIMIghtsoft HVAC\CSF1387.rrp Calc = MJ8 Orientation = E Page 2 CITY OF SANFORD PERMIT APPLICATION Permit # : 0 7 —1161 sob Address: 1107 Willow Avenue Description of Work: Plumbing - New Construction _ SFR Historic District: Zoning: Value ofWork: Date: March 5, 2007 Total Square Footage t6,450.00 Permit Type: Building Electrical Mechanical Plumbing XX Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout &. Energy 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 Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name & Address: Dee Hendon 2874 University Acres Drive, Orlando FL 32817 Phone: 407-716-1750 Contractor Name & Address: Walt t s Plumbing, Inc., 125 N Cypress Way Casselberry FL 32707 State License Number: CFC 057280 Phone & Fax: 407-834-5424 407-332-0771 Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF Y6U INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements ofthis 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 Acceptance of permit is verification that I will notify the owner ofthe property of the require a of F ri Lie FS 713. 3-5-07 ? Signature of Owner/Agent Date Signature of Contractor/Agent . Date Walt Stevenson Print Owner/Agent's Name n Contractor/Agent's a Y`v . 3 — — 0 7 i Signature of Notary -State of Florida Date Signature of Notary -State of FloAdaDate Owner/ Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 03/2006 UTIL: FD: o ! Contractor/ Agent is _ Personally Known to Me or J. E Produced ID ENG: BLDG: Feb 21 2007 10:25AM HP LASERJET FAX set- 34tM4- j ` CITY OF SANFORD PERMIT APPLICATION Application # : V 1 1 1 (0 Job Address: N. 16- /t' " ) i Parcel Ux 3 P P-1 I C^]-/ «nriro- zgna'-rf hmooimM U Submittal Date: Value ofweric P. 03-csa-c Hlstorle District: Permit Type: Building O Electrical O Mechanical Plumbing O Fire SptinkWAlarm O Pool O E{eetrieal: New Service — k of AMPS Addition/Alteration O Change ofService O Tempotary Pole C Meebaoical. ResidentielA Noo-Residential Q Reps mnwt O New O (Wu Layout & Energy Caic. Requited) PWatbisog/ New Commercial d ofFurtures Y of Water & Sewer lines d of Gas Limes Plumbimg/New Residential: d of Water Closets numbing Repair— Residential b Commercial I Occupancy Type: Residential O Conntercial O Irdustciid O Oceepancy Use Groap(s): construction 1)Vc: ) 0 of Stwi= Cl # of Dwelling Uni tr Flood Zone: (Ft?7MA form required) Prop" Owner.. - Comtrschar• Adds O —<P- Address: S. PI• ail: o tom Numbem Rentirmlil Cioutpanr Mortgage Lenders' - ` Address: Arehitect/Euglaeer: Address: Plan Revl-w Coataet Person: Address: a Pboiw. _ Fax: Phoue: Fax: E-mail: Appticatioo is hereby made to obtain a permit to do the work end installations as indkaW. I certify that no wort or installation has comntceood prior Useissta3naofapermitanddun -all wrot will be performed to meet sta lards of all Urns rcWtafitlQ censtructioe a thin " permit must be secured for ELECTRICAL WORK. PLUMBING. SIGNS. WEI S, POOLS, FURNACES, BOILERS, HEATERS. TANKS, and a AIR CO'NDLTIONERS. etc. OWNER'S AFFIDAVIT: I certify that all of the finegoing intbrmatioo is aeearate and that all worir will be dare in compliasae with all appii,:4 IM regulatingoonsmrch- and mMV& WARNM TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF'COMMENCEMENT MAY RESULT IN I OUR PAYINGTWICEFORIMPROVE]+!UM 70 YOUR PROPERTY. IF YOU MEND TO OBTAIN FINANC NQ CONSULT WITH YOUR LENDER OR ANAlYBEFOREREL'ORDING YOUR Nm im OF I MM In admao to the ro*nrcroem ot•this permit. time maybe additional restric ions applicable to tlris pmpoty that cry be f " in the p*ft of this comil . and there may be additional pamib required tiom adter Vvetonruxital entities such as water ntaoagemeat districts, state agencies, or federal agoomes. Aeceptaooe of permit is verification that ! will s. y the mmw ofMe property of the Silpatme ofOar WAgent Date Print OutnWAgeot's Name Sigrsmao ofNotary -State of Florida Date Owner/Agent is _ Pasoaaliy Known to Me or Produced 1D APPROVALS: TONING: Special Conditions' Rev 02=7 UTIL: FD: FS 713. Print L: Ou y 4, ?p ` ,% i zCo or/Agent is _ Pci.4Nu f451 QProducedID v •. 9 a ndedihN e• Q oClENT-CjTj[.>- ESY AIR CONDITIONING & HEATING 1060 E Industrial Dr Orange ON FL 32763 LICENSE & INSURED CAC033667 03/07/07 TO: CITY OF SANFORD RE: 1107 WILLOW AV SANFORD RESUBMIT ENERGY CAULKS & HVAC PERMIT TO WHOM IT MAY CONCERN:, ENCLOSED ARE THE NEW ENERGY CALKS FOR 1107 WILLOW AV SANFORD. IF YOU HAVE ANY QUESTIONS OR CONCERNS PLEASE GIVE ME A CALL. THANK YOU VERY MUCH, CAROL ANCIENT CITY AIR 386-668-5961 OFFICE 386-775-7051 FAX 1111113 Ill lllllllIll iiIll llill llill 11ill 11ill I1ill 11all ;idol THiS IMI KUIVICi\ 1 r1%L1n'-1- J /!-G"o' MARYANNE MORSE CLERK OF CIRCUIT COURT ADDD R;;:Zd?y fir/d lD' y NOTICE OF COMMENCEMENT SEMINOLE COUNTY Gnd', `-46 Pg 1262, (1 pg ) Perms o. Tax @ R'-1# w7om25%5 State of Florida RECORDED 01/08/2007 09: 15:01 AM County of Seminole RECORDING FEES 10.00 RECORDED BY H Bailey The undersigned hereby 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 tlus-Notice of Commencement.. CERTIFIED COPY 1. Descri do of property: (leg[ description of the pro rty and street address if available) MARYANNE MORSE lUY51LUUUKK IT ,COURT Ell, 0 NY i . F[ ORIDA r- 2. General description of improvement: e /0 i•-uc 9 a- " OEM T, r.I.FRK• 3. Owner information 9'A'^N O 8 200 1 a. Name and address /,C=n ii- / d t/i% 8'I "J b. Interest in property (5M'Ie/l c. Name and address of feesimple titleholder ( if other than Owner) 4. Contractor a. Name and address K, Phone number xd : z— 5. Surety a: Name and address CJ/J Fax number 4/0 7 -- -?7e") b. Phone number Fax number c. Amount of bond 6. Lender a. Name and address 11/1191 b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713. l3(1 Xa)7., Florida Statutes: a. Name and address b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.130)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date o recording unless a different date is specified) X Signature of Owner Sworn to (or affiged) and subscribed before me this ` day of 120 6 7 , by ze n o A Personally Known -'--OR Produced Identification Type of Identification Produced Signature of Notary Public, State of Florida DEBBIE BLAMTON Commission Expires: My COMMISSION A Do ISWI p EXPIRES: February 25.2007 1.900yNOTARY FL Notary D wwd AssOo. Co. gz/yc./, i ry THE COTTAGE RESIDENCE 1107 WILLOW AVE SANFORD, FLORIDA 32771 DONALD C. ROBERTS AIA ARCHITECT 1055 Kensington Park Dr. Unit 611 Altamonte Springs, Florida 32714 407) 786-9343 AR-6710 gF-Er I of 2 THE COTTAGE RESIDENCE 1107 WILLOW AVE SANFORD, FLORIDA 32771 11 mod WAIL-6 fffffFzN STUB DONALD C. ROBERTS AIA ARCHITECT 1055 Kensington Park Dr. Unit 611 Altamonte Springs, Florida 32714 407)786-9343 AR-6710 hoop FZoof= -7--RU5 aE 7/IfoA d S M E5LC'-4--'K ,&,LL fF-CX a5 OF TFv,UC-7 A D91` WALL D H aACC 5(vt4 e5oLT-5 ov r i c t , L LATT KAL 5K/A<:::cQG A-r f<r--AK WALL GAKAGr-- DONALD C. ROBERTS A.I.A. 1055 Kensington Park Drive, Unit 611 Altamonte Springs, Florida 32714 407) 786-9343 TO: City of Sanford Building Department RE: The Cottage Residence 1107 Willow Ave Sanford, Fl 32771 DATE: 4-19-07 Dear Plans examiner, I have inspected one of the installed aluminum fin windows. The finish siding and trim was left off this window so I could observe the anchorage. The builder assured me that all of the windows were installed as described below: After a review of the installation literature, I conclude that the window installation exceeds the manufacturers instructions. The literature calls for the window fins to be nailed 16 inches on center. 8d ring shank (blunt point) nails were used. 2 inch corrosive resistant screws were also installed at 8 inches on center adjacent to the nails. Grace Vycor plus self -adhered flashing was installed all around the jams, sill and head and lapped under the house wrap. Please call if you have any questions. Sincerely, laell ' I AA Donald C. Roberts AIA Architect DE Job # 2603-El 11387 IT1 84 COMPONENTS, APOPKA. FL r14'-0 74-0 1-4-0 7-4-0 ROOFTRUSS 10-8-0 2-0-0 4-10-3 W = 3-9-13 7-4-0 1-4-0 3.4 - 1:e2. I We 11 4xe= ev9= Ae= 2.5.411 20-0-0 8-1-2 p 9-4-0 7-4-0 18-0-0 119-6-8, 24-8-0 Aj -12 28-8-0 36-0-0 7-4-0 10-8-0 1-6-8 4-8-0 0-2-12 3-9-4 7-4-0 0-5-8 Plate Offsets (X,Y): [3:0-5-0,04-8], 9:Edge,0-0.41 12:0-3.8,0-2-01, 13:0-2-8,0-2-01 [15:0-2-0,0.4-8] 17:0-3.8,0-2-0] [18:Edge 0-3-81 19:0-3-80-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.60 15-17 498 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.93 Vert(TL) 0.90 15-17 329 240 BCLL 0.0 Rep Stress Iner NO WB 0.79 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2004rrP12002 Matrix) Weight: 254 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. T2 2 X 6 SYP No.2, T1 2 X 6 SYP No.1 SOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. BOT CHORD 2 X 6 SYP SS *Except* WEBS 1 Row at midpt 13-19. 6-14 B2 2 X 4 SYP No.2 JOINTS 1 Brace at Jt(s): 19 WEBS 2 X 4 SYP No.3 -Except' W12X4SYP No.1 REACTIONS ( lb/size) 18-1553/0-5-8, 9=786/0-5-8. 12=1333/0-5-8 Max Horz18=184(LC 5) Max Upliftl8=- 458(LC 6). 9=-492(LC 7), 12=-457(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0/38, 2-3=-1923/586, 3-4=-164W716, 4-5--192/30, 5.6--162/45, 6-7=-1209/576, 7.8=-705/336, 8-9=-1092/671, 9-10=0/33, 2-18=-1416/640 BOT CHORD 17.18=-373r713, 16-17=-311/1551, 15-16=-311/1551, 14-15=-121/14, 12-13=-30/573, 11.12=412/894, 9-11- 412/894 WEBS 3- 17=01239. 7-13=-163/710, 7-12=-942/406, 8-12=448/675, 8-11=-291/250, 2-17=0/852, 4-19=-1593/1029, 15.19=0/663, 5-19--0/203, 13-15=- 381/1956, 6-19=-1625/1174, 13-19=-1915/1062, 13-14--960/118, 6-13--958/1427 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7.02: 120mph; h-30ft; TCDL=4.2psf; BCDL-6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterlor(2) zone; end vertical left exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL-1.60. This truss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 458lb uplift at joint 18, 492 lb uplift at joint 9 and 457 lb uplift at joint 12. 5) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard Except: 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( pin Vert: 1- 2=-54, 2-5--54, 5-10=-54, 17-18=-20, 15-17=-100(F=-80), 14-15=-20, 9-13--20 PROBLEM: BEARING MOVED AS SHOWN SOLUTION: NO REPAIR REQUIRED 5smuG-A. Grocr+L-ar_1F.c. DANSCO Engir, aerErg, LLC P O. Bout34C 3 ADcto Saacn, ,=L a 3572 CA258413 Date: 5130107 Job Truss Truss Type Oty Ply DE Job # 2603-E1 11387 T1A ROOF TRUSS 2 1 Job Reference (optional) 84 COKSONENTS, APOPKA. FL. 6. bmar 6 2007 Mi ek inuubbiea, alG. Tuft May (e 14.20.a>Y)WO/ rage v 7-4-0 18-0-0 , 20-0-0 1 24-10-3 28-8-0 36-0-0 7-4-9 1-4-0 7-4-0 10-8-0 2-0-0 4-10-3 3-9-13 7-4-0 1-4-0 ear • r:ez.r a.e = 11.16 n 2.5.4 II 20-0-0 6.1.2 cc qq pp 9-4-0 7-4-0 18-0-0 ,19-6-8 24-8-0 2ttf12 28-8-0 36-0-0 7-4-0 10-8-0 1-6-8 4-8-0 0-2-12 3.9-4 7-4-0 D-5-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) -0.60 15-17 >498 380 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 SC 0.93 Vert(TL) -0.90 15-17 >329 240 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 254 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T2 2 X 6 SYP No.2, T1 2 X B SYP No.t SOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. BOT CHORD 2 X 6 SYP SS 'Except' WEBS 1 Row at midpl 13-19. 6-14 B2 2 X 4 SYP No.2 JOINTS 1 Brace at Jt(s): 19 WEBS 2 X 4 SYP No.3 'Except* W1 2 X 4 SYP No.1 REACTIONS (lb/size) 18=1553/0-5-8, 9=786/0-5-8. 12=1333/0-5-8 Max Horz18=184(LC 5) Max Upliftl8=458(LC 6), 9=492(LC 7), 12=457(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2-0138, 2-3--1923/586, 34=-1640/716, 4-5=-192/30, 5-6=-162/45, 6-7=-1209/576, 7-8=-705/336, 8-9=-1092/671, 9-10=0/33, 2-18=-1416/640 BOT CHORD 17-18=-373/713, 16-17=-311/1551, 15-16=-311/1551, 14-15--121/14, 12-13=-30/573, 11-12=412/894. 9-11=412/894 WEBS 3-17=0/239, 7-13=-163/710, 7-12=-942/408, 8-12=-448/675, 8-11=-291/250, 2-17=0/852, 4-19=-1593/1029, 15-19=0/663, 5-19=0/203, 13-15=-381/1956, 6-19=1625/1174, 13-19=-1915/1062, 13-14--960/118, 6-13=-958/1427 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02: 120mph; h=30ft; TCDL-4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Extedor(2) zone; end vertical left exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 458 lb uplift at joint 18, 492 lb uplift at joint 9 and 457 lb uplift at joint 12. 5) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except 1) Regular. Lumber Increase=1.25, Plate Increase-1.25 WIC} Uniform Loads (plf) Vert: 1-2=-54, 2-5=-54, 5-10=-54, 17-18=-20, 15-17=-100(F--80), 14-15=-20, 9-13=-20 Sam. ur-A. GroonL-are, F.E. PROBLEM: BEARING MOVED AS SHOWN DANSCO Eng!rasr!rg, LLC P.O. Bout 34--3 SOLUTION: NO REPAIR REQUIRED Ap-c 10 B20C9. FL 33572 CA 2594E Date: 5130107 Job Truss Truss Type Oty pry DE Job # 2603-E1 11387 T1A ROOF TRUSS 2 1 JJoIRW.,ence(optional) 84 COMBIONENTS, APOPKA. FL. 9w:-0""' - r-q 7-4-0 18-0-0 20-0-0 24-10-3 28-8-0 36-0-0 37-4-9 1-4-0 7-4-0 10-8-0 2-0-0 4-10-3 3-9-13 7-4-0 1-4-0 BpY • 1:87.1 be= I ) ble 11 he= 50 sae= 2.5411 20-0-0 a-1-z q 9-4-0 7-4-0 18-0-0 .19-6-8 24-8-0 24-T02 28-8-0 36-0-0 74-0 10-8-0 1-6-8 4-8-0 0-2-12 3-94 7-4-0 0-5-8 LOADING(psf) SPACING 2-0-0 CSI DEFL In (Icc) I/deg L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) -0.60 15-17 >498 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.90 15-17 >329 240 BCLL 0.0 Rep Stress Ina NO WB 0.79 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 254 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T2 2 X 6 SYP No.2, T1 2 X 6 SYP No.1 BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. BOT CHORD 2 X 6 SYP SS 'Except' WEBS 1 Row at midpt 13-19. 6-14 82 2 X 4 SYP No.2 JOINTS 1 Brace at Jt(s): 19 WEBS 2 X 4 SYP No.3 'Except' W1 2 X 4 SYP No.1 REACTIONS (lb/size) 18-1553/0-5-8, 9=786/0-5-8. 12-133310-5-8 Max HorzlS=184(LC 5) Max Upliftl8=-458(LC 6), 9=492(LC 7), 12=457(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2-0/38, 2-3=-1923/586, 3.4=-1640/718, 4-5=-192/30, 5-6=-162/45, 6-7=-1209/576, 7-8=-705/336, 8-9=-1092/671, 9-10=0/33, 2-18=-1416/640 BOT CHORD 17-18=-373/713, 16-17=-311/1551, 15-16=-311/1551, 14-15=-121/14, 12-13=-30/573, 11-12=-412/894, 9-11=412/894 WEBS 3-17=0/239, 7-13=-163/r10, 7-12--942/406, 8-12=-448/675, 8-11=-291/250, 2-17=0/852, 4-19=-1593/1029, 15-19=0/663, 5-19=-0/203, 13-15=-381/1956, 6-19=-1625/1174, 13-19=-1915/1062, 13-14=-960/118, 6-13=-958/1427 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02: 120mph; h=30ft; TCDL=4.2psf; BCDL=6.OpsN Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch right exposed; Lumber DOL-1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 458 lb uplift at joint 18, 492 lb uplift at joint 9 and 457 lb uplift at joint 12. 5) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 1) Regular. Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2=54, 2-5=-54, 5-10=-54, 17-18=-20, 15-17=-100(F=-8O), 14-15=-20, 9-13=-20 8amur-A. Grawberc, R8. PROBLEM: BEARING MOVED AS SHOWN DANSCO Eng!raer!rg, LLC P.D. BOX 34C7 SOLUTION: NO REPAIR REQUIRED AD.c l0 6aacn, FL =72 CA 25948 Date: 5130107 Job Truss Truss Type Cry Ply DE Job # 2603-E1 11387 T1A ROOF TRUSS 2 1 JoDReference o tional 84 COMBONENTS, APOPKA, FL. 6.139ROmar 8 NU/ Mi iek industries, inc. 1 ue May ca 14:&v. axw4a rage 7-4-0 18-0-0 1 20-0-0 1 24-10-3 28-8-0 36-0-0 37-4-9r 1-4-0 7-4-0 10-8-0 2-" 4-10-3 3-9-13 7-4-0 1-4-0 8.5 • 1:82.1 tr8 = I 11.18 11 4r8 = L8 = 0a8 = 2.8.4 11 20-0-0 B-1-2 g p 0-4-07-4-0 18-0-0 19-6-8 24-8-0 24-I{F12 28-8-0 36-0-0 7-4-0 10-8-0 1-6-8 4-8-0 0-2-12 3-9-4 7-4-0 0-5-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deg Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) -0.60 15-17 >498 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.90 15-17 >329 240 BCLL 0.0 Rep Stress Ina NO WB 0.79 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 254 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. T2 2 X 6 SYP No.2, T1 2 X 6 SYP No.1 SOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. BOT CHORD 2 X 6 SYP SS 'Except' WEBS 1 Row at midpt 13-19. 6-14 B2 2 X 4 SYP No.2 JOINTS 1 Brace at Jt(s): 19 WEBS 2 X 4 SYP No.3 *Except' W12X4SYP No.1 REACTIONS ( lb/size) 18=1553/0-5-8, 9=786/0-5-8. 12=1333/0-5-8 Max Horz 18=184(LC 5) Max Uplift18=A58(LC 6), 9=-492(LC 7), 12=-457(LC 7) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=-1923/586, 3-4=-1640/716, 4-5=-192/30, 5-6=-162/45, 6-7=-1209/576, 7$=-705/336, 8-9=-1092/871, 9-10=0/33, 2-18=-1416/640 BOT CHORD 17-18=-373/713, 16-17-311/1551. 15-16--311/1551, 14-15--121/14, 12-13=-30/573, 11-12=-012/894, 9-11=Al2/894 WEBS 3-17=0/239, 7-13=-163/710, 7-12=-942/406, 8-12=-448/675, 8-11=-291/250, 2-17=0/852, 4-19=-1593/1029. 15-19=0/663, 5-19=-0/203, 13- 15=-381/1956, 6-19-1625/1174, 13-19=-1915/1062, 13-14=-960/118, 6-13=-958/1427 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph; h-30g; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL-1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 458 lb uplift at joint 18, 492 lb uplift at joint 9 and 457 lb uplift at joint12. 5) Load easels) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard Except: ^ 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 i1`J` UniformLoads (plf) Vert: 1-2--54, 2-5=-54, 5-10--54, 17-18=-20, 15-17=-100(F=-80), 14-15=-20, 9-13=-20 Sawnwa. A. Grawberc, F.c. PROBLEM: BEARING MOVED AS SHOWN DANSCO Englraer!rg, LLC RO. BOX 34--3 SOLUTION: NO REPAIR REQUIRED Aac to Baacn, x=L 3:57 CA 2594D Date: 5130107