Loading...
HomeMy WebLinkAbout1112 W 7 St 05-4134 SFRPERMIT ADDRESS 1 1 \ 41 CONTRACTOR PHONE NUMBER y C7 - 1 0 - D, PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR v MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION U I PERMIT # d - 1 DATE ` 0 PERMIT DESCRIPTION < PERMIT VALUATION SQUARE FOOTAGE 9 PA i Q m City of Sanford Certificate of Occupancy This is to certify that the building located at 1112 W 7th Street for which permit number 05-4134 has heretofore been issued on September 27, 2005 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family -Detached subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: F. Ortiz 06/27/06 Engineering & Planning: G. Hyatt 06/22/06 Public Works: M Replogle 06/23/06 Utilities: R. Blake 06/23/06 Fire Department: Bacon, Evans J & Cynthia D Property Owner Conditions (if blank, no conditions apply) Yy 2D 06/28/06 Building Official Date BUILDING DEPARTMENT - Re: 1112 W 7th St Page 1 From: RUBEN HYATT To: BUILDING DEPARTMENT Date: 6/22/2006 4:26 pm Subject: Re: 1112 W 7th St passed 06-22-06 BUILDING DEPARTMENT 06/21/06 4:49 PM >>> 05-4134 s/family Miller Construction 407-468-7205 BUILDING DEPARTMENT - Re: Fwd: 1112 W 7th St Clear 1 From: RICHARD BLAKE To: BUILDING DEPARTMENT Date: 6/23/2006 1:56 pm Subject: Re: Fwd: 1112 W 7th St Clear passed 6/23/06 Richard Blake City of Sanford Utility Engineer 407-330-5609 JOHN CHANIOT 11:05 am Thursday, June 22, 2006 >>> RICHARD BLAKE 6/22/2006 8:21 am >>> Richard Blake City of Sanford Utility Engineer 407-330-5609 BUILDING DEPARTMENT 4:49 pm Wednesday, June 21, 2006 >>> 05-4134 s/family Miller Construction 407-468-7205 BUILDING DEPARTMENT - Re: 1112 W 7th St 1 From: CATHY LOTEMPIO To: DEPARTMENT, BUILDING Date: 6/23/2006 10:35 am Subject: Re: 1112 W 7th St Approved 6.23.06 M.Replogle Cathy J. LoTempio Customer Service Rep Public Works Department 407-330-5681 fax# 407-330-5601 BUILDING DEPARTMENT 6/21/2006 4:49 pm >>> 05-4134 s/family Miller Construction 407-468-7205 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency r Expires February 28.2009 National Flood Insurance Program ' .. Important: Read'the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name J5" V.4A( /1 N NIA #eW Policy Number A2. Building Street Address (including Apt Unite Suite, 'a_n d/o rBldg. No.) or P.O. Route and Box No. Company NAIC Number City State ZIP Code ' / r G/ f / 3Z 7 71 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) / Lor -'S- LEsS tv 46-5 N/81 _T046Th(ee wily W Z2•ZS LoT'4 ZO 8 L vC K 0., T ,1EQ /w l Smart /N C L Y.f -K p a Z yG 75- A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.)[pEivT,¢,L A5. Latitude/Longitude: Lat. Long. Horizontal Datum: NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage 24 D sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name A Cognmunity Number B2. County Name N LE7 B3. State L B4. Map anel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date141al'?-f Effective/Revised Date Zone(s) AO, use base flood depth) 4/ S A 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9 FIS Profile FIRM [I Community Determined Other (Describe):Y4 B11. Indicate elevation datum used for BFE in Item 139: 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 1$(No Designation Date CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' Building Under Construction' IxFinished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-9 below according to the building diagram specified in Item A7. Benchmark Utilized Vertical Datum " Conversion/Comments ZOGA L `iOQ C/TY /&'60 00. O0 C14 -0 r 90A'D ,/ Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ . 4- [feet 0 meters (Puerto Rico only) b) Top of the next higher floor feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) feet meters (Puerto Rico only) d) Attached garage (top of slab) /0 /. ,©'feet meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building JD O. a feet meters (Puerto Rico only) Describe type of equipment in Comments) .,/ 0 Lowest adjacent (finished) grade (LAG) /, nM0 2-feet meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 1f. greet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. r I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are proviSlpd on back of form. cPA.A'v4t 1- 4 Ake&/1.yS Certifier's Name M 91-44 License Number Title 114 D4K r 1.4W /1l C,.E Company Name Address ( r City 4R r f-l! State 4 ZIP Code 5Z7 f /_ Kc a Signature Date 6 127 ,, Te ephone 46? PLACE AL FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions Randall L. Roberts, P.S.M. 114 Oak View Circle Lake Mary, F1 32764 407-399-6280 6/12/06 City of Sanford Building Division P. O. Box 1788 Sanford, Fl 32772-1788 Re: Block 8, Tier 14 City of Sanford, #1112 71' Street Job No. 01-127 To Whom It May Concern: The finished floor elevation of the residential structure located at 1112 71' Street, Sanford, Florida Building permit #05-4134 has an elevation that is 1.45' (17 &3/8") above said centerline of pavement. The above finished floor elevation meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec. 6-7(a). Sincerely, off° Randall L. Roberts, PSM Fl . Reg. No. 3144 AS —BUILT SURVEY" REAL PROPERTY DESMP77ON" LOT 5, LESS THE WEST 12.25 FEET AND (LESS THE NORTH 18 FEET FOR RAILROAD) BLOCK 8, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 75, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. TOGETHER WITH: THE WEST 22.25 FEET OF LOT 6, (LESS THE NORTH 18 FEET FOR RAILROAD) BLOCK 8, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 75. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 1 SOP) i 50'(P) i- 50'(P)------; RAILROAD R/W I$ N.90'00'00'E. 60' 1 r--------- ------------- I ( 47.75'(P) 112.25' 37.75'(D) 22.25'(0) 27.75'(P) 1 I\ "BioLIaNE OFRa naR' ii I (DL)T a eLoa aRKTNR 14SEWHOUEPA P PC 75 i a 2 PO 75 0+ 1 I 2 I 1 QD 1L' < LOT er PARK4TIFA14 PA 122 PC 75 g « tE• I I i 2 ty r i LOT W. BLOCK 4 TIER 141 y m P 2 PO 75 1 1 c63f i8 i 4 1 1 y v I I I I LE 1m I 1 g 16.8' 17.2' In SW CORNER LOT a 1 J I 1 I BLOCJL6TIER14 , , `r r , P. B.2 PARK I , Pa2PO7s47.75'( P) iT (0) 37.7; 22.25'(D) 27.75'(P)-------41-----------------`---- L-- - 7TH STREET gOpE OF PAVEMENT EW' R— PAVED ROAD) — — — — ri L A B A R E V I A T 1 0 N L E G E N E PAX - POWANOIT REFERDICE YOMRIW C.Y. - CONCRETE YDMAENT EL - ELEVATION CONC. - OOK01[I[ PAC. - POET O/ OOLWENODGNr P.B. - PUT BOOK A/t - AIR C009XTIOPM CLF - O M1 UNK FDIQ F.K - FIRE HNICRANT PA - PONT Or QWATM Ps - PAGE TVP. - r"m UP - WOOD PDIC! "a D - NAL NO OW PAA - POW OF REVID WE CIMARIAR MA - NON-RAMAL U.E. - UlLnY EASIMT C a O - AVID t CUTfm DAL - SENCI MARK PAC - PONT OF OOLIPOLRO OURVATURE RAIL - RCCAL O.E. - DRAINAGE EASEM04T CAN - CABLE 1DlNSIOLN REEIN PVW - PAM MINT P.T. - PONT OF TANODIC9 R. - RADUS Fl. - FOISM RAM MR - lmz%tm RNR FA - FEND BOOR pi. - PCNr OF L - ARC IDIOM i1 - WILDING WMACf TRAINS - TRMMiCWER PAD MX - YNOICE P.W. - PERMANENT CONTROL POM A - DELTA CAC - CONCIWIZ BUICK SIRUCTM LP. - LICIT POLE (A) - ACTUAL PALL - PONT ON UK RP. - RADIUS PONT -PUT P.P. - POLL POLE RICC - REOOVEW C8 - CMCAD EEAAiO R/W - KNIT -OF -WAY - MEASURED Ka - NARRAL OROIND N! - NO EURVVVM IM1i1CATKM TJL - TAHODIT EEARM E - CDfl01 IRE I CALM AIM WQ FT. - SWARE FEET RD - Fatm SURVEYORS NOTES. CER77F7E0 TD: 1. NOT VAUD WATHOUT THE SIGNATURE AND THE ORIGINAL CHARLIE B JONES RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. EVAN BACON 2. THE ' REAL PROPERTY DESCRIPTION" MOWN HEREON IS IN ACCORDANCE DANIA PAYNE WITH THE DESCRIPTION PROVIDED BY THE CLIENT. CARNACO LAND TRANSFER, INC. LAWYER'S TITLE INSURANCE CORPORATION 3. NO UNDERGROUND qPROVENENIS OR VISIBLE INSTALLATIONS HAVE BEEN SOVEREIGN BANK, ISAOA, ATIMA LOCATED OTHER THAN SHOWN. 4. BEARINGS ARE BASED ON THE EAST LINE OF SAID BLOCK 8, TIER 14 ASSUMED AS BEING N.00'00'35'E. 5. SURVEYOR HAS NOT ABSTRACTED LANDS SHORN HEREON FOR EASEMENTS, SURVEYORS C£RTIf7t:ATE. RIOHTS-OF- WhY OR ANY OTHER MATTER OF RECORD MUCH MIGHT AFFECT THE TITLE OR USE OF SAID WM INS IS TO CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TEDWCAL STAFIDARDS AS SET FORTH BY THE FLORIDA BOARO 'OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6; FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLOF40A STATUTES. v'/g it.-t4gWENT.' CHARLESJWSRANDALLLRCIBMTS, P.S.M. /' JOB NUMBER: 01-127 PROFESSIONAL SURVEYOR & MAPPER G \0042\ 01-127--4.000 FLORIDA REGISTRATION NUMBER 3144 COMMENTS nELD DATE OMCE DA 7E NOT NNI ILA ILA R.R. 11/24/Nu PNAA R. R. RR. R.R. Do/DRANDAL L L. ROBERTS, P.S.M. ODCIOW AV= R.R. OS1271bT PROFESSIONAL SURVEYOR & MAPPE R 114 OAK VIEW CIRCLE LAKE MARY. FLORIDA AH. ( 407) 399-6280FAX (407) 302-7763 CITY OF SANFORD PERMIT APPLICATION Permit # : 5/.3 Z-/ / Date: % Job Address: (I ! ,7 Y % Description of Work: X&, `J /?e S1 4!2e4r Cv ,tZ4.1 (o r Ilistoric District: " Zoning: Value of Work: S d Permit Type: Building Electrical - Mechanical Plumbing Fire Sprinkler/Alann Pool Electrical: Ncw Service - # of AMPS / 5^ V 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-Conunercial Replacement New ( Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair- Residential or Commercial _ Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than \) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: tf ,4 41,re —MyM6—S Phone: Contractor Name & Address: / .r JJ 41/ k -e ,46..0! P-- Z eezP c-2 —/.fie C Ze d " a/a 4t> Sl ' L State License Number: L^ G ej 04 Phone & Fax: Contact Person: _jo" I& .- . pmti Phone: _% %' y 8 lfz Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: Phone: Fax: Application is hereby made to obtain a pcnnit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a pcnnit and that all work will be perlonned to meet standards of all laws regulating construction in this jurisdiction. I understand thin a separate pcnnit must be secured lbr ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. OWNERS AFFIDAVIT: I certify (hill all of the foregoing inlonnation 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 pennit, 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 fcdenl agencies. Acceptance of pcnnit is verification that I will notify the owner of the property of the requirements of Florida L' Law, FS 713. Signature of Owner/Agent Date Signature ofContractor/Agent Date iK/, s , C r. , • -5 A- - ! Print Owner/ Agents Name P , I itac Agcnt's Ne Signature of Notary -State of Florida Date Srg rc-of Notary -St, c of %r dam"""- (e I e DD 1. 3, r9, Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID ProduCEd'ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: Initial & Date) ( Initial & Date) C)-)-H13 Permit # : Job Address: ' 1 Z. CITY OF SANFORD PERMIT APPLICATION S Date: I I rw Description of Work: 1 1 e W `ur)l 1u t4ca historic District: Zoning: Value of Work: S 3(OUD Permit 'type: Building Electrical Mechanical Plumbing _ Fire Sprinkler/Alarni Pool Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial # of Fixtures Plumbing/New Residential: # of Water Closets_ Occupancy Type: 1esidential Commercial Construction Type: # of Stories: Addition/Alteration Change of Service 'femporary Pole_ Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial _ Industrial Total Square Footage: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name R Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Contact Person: Phone: Phone: Fax: Phone: Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS. HEATERS, "TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESU1 1- IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the propcny of the requirements of FI rid a ' , FS 713. Signature of Owner/Agent Date Signature of Contracto ent Date Print Owner/Agents Name Pri Contract r/ ent'. Dame Signature of Notary -State of Florida Date Signature of(NotaryState of Florida e r LGRE14GE A. 0c GrRAV, MY COMMISSION # DD 16428(, EXPIRES: November 12, 2006 Owncr/ Agent is _ Personally Known to Me or tra Q Age9tris,e ray f - , t, IYa;if tuown to Me or Produced ID Produced ID i, APPLICATION APPROVED BY: Bid g: _ Zoning: Utilities: FD: Iniva atej' (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 105-77040 BUILDING PERMIT MOMBER:QS 11(CITY) UNIT ADDRESS: ! l / I ,- --f- 1 ii;rt TRAFFIC ZONE: JURISDICTION: 0 SEC: TWP: RNG: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: P q r C. 41 26c DATE : C1T1' OF UMFORD COUNTY NUMBER: CITY OF SANFORD PARCEL: TRACT: BLOCK: LOT: OWNER NAME: `-- / c,i _ /-,-c>/r • l.S .: ADDRESS: /o /9•L. APPLICANT NAME: ADDRESS: LAND USE CATEGORY: 001 - Single Family De hed 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 9 705.00 1 8 '705.00 ROADS COLLECTORS NORTH 0 dwl unit 9 142.00 1 9 142.00 LIBRARY CO -WIDE 0 dwl unit 9 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 9 1,384.00 AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: e /A/"- L-// jZ 13 Vic'"` SIGNATURE: PLEASE PRINT NAME) - GQATEOb 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 C)+E:CK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND' -CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** g- UQ ITV AC CANCADn DCDMIT ADDI 1!'AIrl ON Permit #: os — L ` q, Job Address: Description of Work: Historic District: Date: O 5 RECEIVED nrn A n Zoning: Dy Value of Work: $ O 0y 2003 Permit Type: Building 1 1Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS 2-0 O Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New _/f (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines A # of Gas Lines Plumbing/New Residential: # of Water Closets _L Plumbing Repair - Residential or Commercial Occupancy Typo; Resj a al Commercial Industrial Total Square Footage: 1 SSkA Construction Type:/ 1 # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ;` —5-- / " 3 O — Owners Name & Address: Contractor Name & Address: Phone & Fax: 4107 - 92 7 - Bonding Company: Address: Mortgage Lender: Address: O ( Attach Proof of Ownership & Legal Description) Phone: 03 State License Numbcr: Contact Person: Phone: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pennit and that all work will be perfomred to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this pennit, there may be additional restrictions applicable to this propeny that may be found in the public records of this county, and there may be additional permits required from other governmental entities suc>-S—mter management districts, state agencies, or federal agencies.... Acceptance of p nit is ven catRn that If t lnotifytheofthepropertyofthereeLtli, r' Sign. rc of O ner/Age D Date ont . ctor/Agent Date M' I I (E K Pri Owner/ Agent's Nlame Prir ontmct /Agents Name A 6 Sr otary- r.900Z't'ZAejAjs9jjdx3 e o da Date Sig u of Not. ry-State of on a Date ao'`Ao, o PY PGeG Cynthia Y Holt -Miller ytiBZOt] uotsslW 00 dyy + To i My Commission DD289522 Owner/Agent is V/ Pe c p= Comm .or/Agent is _ Personally K r t ires May 24, r008 0 Produc weedIDdelWuk*%'— U f APPLICATION APPROVED BY: Bldg: l Zoning: Utiliiics:*(Initial If D: Initial &Date) ( Initial & ate) Date) (Initial & Date) Special Conditions: T rm IMPACT FEES Seminole County Property Appraiser Get Information by Parcel Number Page 1 of l W GTH ST 1.A1.E DAviD JoHHSDN, CFA, ASA a$15 a$+ VU U PROPERTY APPRAISER 0$15 0$14 A .'J 4.':1 1 .F 1.A SEMINOLE COUNTY FL. 2. J 4ti' 1101 E. FJRST ST W 7TH ST D SANFORD, FL32771146a M < A r .. 407-665-750-750fi I 0 Loill94 1.0 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 25-19-30-5AI-0814-0040 Depreciated Bldg Value: SO Owner: BACON EVANS J JR & CYNTHIA D Value: $ODepreciatedEXFT Mailing Address: 1019 PERSIMMON AVE Land Value (Market): $14,418 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: SO Property Address: 7TH ST W Just/Market Value: S14,418 Subdivision Name: SEMINOLE PARK Assessed Value (SOH): 514,418 Tax District: S1-SANFORD Exempt Value: $O Exemptions: Taxable Value: S14,418 Dor: 00-VACANT RESIDENTIAL Tax Estimator 2005 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 01/2005 05607 0336 $95,000 Vacant No 2004 VALUE SUMMARY QUITCLAIM DEED 11/1992 02515 1627 $20,600 Vacant No 2004 Tax Bill Amount: $295 QUIT CLAIM DEED 10/1992 02508 1419 S100 Improved No 2004 Taxable Value: 514,391 QUIT CLAIM DEED 07/1992 02480 1362 $5,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM ARTICLES OF 01/1976 01097 1098 $3,800 Improved Yes ASSESSMENTS AGREEMENT WARRANTY DEED 01/1975 01057 1238 S100 Improved No Find Comparable Sales wits, n this '!,:)division LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... Method Frontage Depth Units Price Value LEG LOTS 4 5 + 6 (LESS N 18 FT FOR RR & FRONT FOOT & 120 115 .000 135.00 $14,418 E 27.75 FT OF LOT 6) BILK 8 TR 14 DEPTH SEMINOLE PARK PB 2 PG 75 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded properly your next ear's properly tax will be based on Just/Market value. http:i/www.scpafl.or,,/pls/web/re_web.seminole_county_title'?PARCEL=25193O5AI08140... 9/26/2005 PHIS INSTRUMENT PREPARED BY. fl / NAME r TTrF OF -COMMENCEMENT ADDR./ Permit No. Z2'l ( Tax Folio No. State of Florida County of Seminole 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 this Notice of Commencement. Description of property: (legal description of the property and street address if available)) Z-S— / 7— 3 ° —S'A j Uc) Sa .,1Z • 3 2- ff 2. General description of improvement: 3. Owner information ` o/. a. Name and address / D _ 2 % 7 b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) Contractor Name and address /J to o`Z Imo"` b. Phone number o 7 — 9 2 7' Fax number 5. Surety a. Name and address b. Phone number Fax n ber N I T c. Amount of bond CIR p1Q 6. Lender a. Name and address i SE b. Phone number Fax number 7. Persons within the State of Florida desi ate by O upon whom notices or other documen as provided by Section 713.13(1)(a)7., o 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 713.13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 yea4frod,)Lss ate of recua dif f ent date is specified)oOn O ner tT' Se Sto (or ed ubscribed efore me this v day of e i , 20 O S , by Personally K wn OR Produced Identification Type of Identification Produced MARYANNE MORSE, CLERK OF CIRCUIT COURT CLERK OF SEMINOLE COUNTY BK 05920 P6 1525 I P'"Y P°B4 NICHOLLE BUFFONO FILE NUM 2005165666 Signature of Notary Public, to of Florida MY COMMISSION # OD 109948 RECORDED 09/26/2005 03102 t 4i PM a EXPIRES: A016,2M RECORDING FEES 10.00 Commission Expires: +anp4 e-n,eTI'mBWo:;14W"SWAM RECORDED BY D Thotas 11111 n111111 t11111111111111111111111111111111111111111 IN DEVELOPMENT FEE WORKSHEET Utility Department Project Name: Owner/Contact .Person: A Address: S Date 4AA6 Phone: 1) TYPE OF DEVELOPMENT: Residential 9J Non -Residential Multi -Family Commercial, Industrial 2) TYPE OF UNIT(s): Single Familyo 3 TOTAL NUMBER OF UNITS or BUILDINGS: L! J 4) TYPE OF UTILITY CONNECTION: a) Meter: Individual Master Tap Required ® Tap Existing b Sewer Tap: Individual,® Common Tap Required Tap Existing 5) WATER METER SIZE: 3/4-inch 1-inch 1 '/s-inch 2-inch Supplied Contractor 6) AWS METER: None Individual Master ElSupplied by Alternative water supply) 7 Meter Meter Contractor a) Meter Size: 1/4-inch 1-inch 1 '/2-inch 2-inch Supplied by Contractor SUMMARY OF IMPACT FEES METER SET and TAP CHARGES Water impact fees........ $ I q3 Sewer impact fees........ $ Water Meter set .......... $ Water Meter set and tap $ Meter deposit and S/C.. $ Sewer tap ................ $ AWS Meter Set .........$ —" AWS Meter Tap & Set..$ TOTAL DUE .......... $ Signature - Utility Director or Engineer Date: iZ COMMENTS: Updated: July, 2005 Page 1 of 2 City of Sanford Utility Department P. O. Box 1788, Sanford, FI. 32772 Phone ( 407) 330-5641 FORM 60OA-2001 I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: charlie jones/baker Builder. jones & baker Address: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number. Climate Zone: Central I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 30.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No 6. Conditioned Floor area (ft2) 1201 112 c. N/A 7. Glass area & type Single Pane Double Pane _ a. Clear glass, default U-factor 139.2 ft2 0.0 ft2 _ 13. Heating systems b. Default tint 0.0 112 0.0 ft2 _ a. Electric Heat Pump Cap: 30.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 112 HSPF: 7.90 8. Floor types b. N/A a. Slab -On -Grade Edge Insulation R=0.0, 168.0(p) ft _ b. N/A c. N/A c. N/A 9. Wall types 14. Hot water systems a. Concrete, Int Insul, Exterior R=4.2, 1311.0 112 _ a. Electric Resistance Cap: 50.0 gallons b. Frame, Wood, Adjacent R=1 1.0, 220.0 ft2 _ EF: 0.90 _ c. N/A b. N/A d. N/A e. N/A c. Conservation credits 10. Ceiling types HR-Heat recovery, Solar a. Under Attic R=30.0, 1201.0 ft2 _ DHP-Dedicated heat pump) b. N/A 15. HVAC credits c. N/A CF-Ceiling fan, CV -Cross ventilation, 11. Ducts HF-Whole house fan, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.5, 45.0 ft _ PT -Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 20080 PASSTotalbasepoints: 20364 I hereby certify that the plans and specifications covered by this calculation are in mpliance with t e Florida Energy Code. PREPARED BY: 3 DATE: e a I hereby certify that this buil Ing, 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: EnergyGaugeO (Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1201.0 25.78 5573.1 Single, Clear N 1.0 8.0 15.9 30.19 0.99 475.6 Single, Clear E 1.0 8.0 47.7 63.97 0.99 3022.9 Single, Clear W 1.0 8.0 9.5 57.68 0.99 543.6 Single, Clear W 1.0 8.0 40.0 57.68 0.99 2286.4 Single, Clear S 1.0 8.0 26.0 48.22 0.98 1235.4 As -Built Total: 139.2 7664.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 220.0 0.70 154.0 Concrete, Int Insul, Exterior 4.2 1311.0 1.16 1520.8 Exterior 1311.0 1.90 2490.9 Frame, Wood, Adjacent 11.0 220.0 0.70 154.0 Base Total: 1531.0 2644.9 As -Built Total: 1531.0 1674.8 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.6 1.60 29.7 Exterior Wood 20.3 7.20 145.8 Exterior 38.8 4.80 186.3 Exterior Insulated 18.6 4.80 89.1 Adjacent Wood 18.6 2.40 44.6 Base Total: 57.4 216.0 As -Built Total: 57.4 279.5 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1201.0 2.13 2558.1 Under Attic 30.0 1201.0 2.13 X 1.00 2558.1 Base Total: 1201.0 2558.1 As -Built Total: 1201.0 2558.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 168.0(p) 31.8 5342.4 Slab -On -Grade Edge Insulation 0.0 168.0(p 31.90 5359.2 Raised 0.0 0.00 0.0 Base Total: 5342.4 As -Built Total: 168.0 5359.2 INFILTRATION Area X BSPM Points Area X SPM = Points 1201.0 14.31 17186.3 1201.0 14.31 17186.3 EnergyGauge® DCA Form 60OA-2001 EnergyGauge4D/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 22836.1 Summer As -Built Points: 23903.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 23903.4 1.000 1.082 x 1.150 x 1.00) 0.284 1.000 8455.9 22836.1 0.4266 9741.9 23903.4 1.00 1.245 0.284 1.000 8455.9 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge4D/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1201.0 5.86 1266.8 Single, Clear N 1.0 8.0 15.9 15.07 1.00 239.2 Single, Clear E 1.0 8.0 47.7 12.37 1.01 593.1 Single, Clear W 1.0 8.0 9.5 13.25 1.00 125.9 Single, Clear W 1.0 8.0 40.0 13.25 1.00 529.7 Single, Clear S 1.0 8.0 26.0 9.90 1.00 256.6 As -Built Total: 139.2 1744.5 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 220.0 1.80 396.0 Concrete, Int Insul, Exterior 4.2 1311.0 3.26 4273.9 Exterior 1311.0 2.00 2622.0 Frame, Wood, Adjacent 11.0 220.0 1.80 396.0 Base Total: 1531.0 3018.0 As -Built Total: 1631.0 4669.9 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.6 4.00 74.3 Exterior Wood 20.3 7.60 153.9 Exterior 38.8 5.10 197.9 Exterior Insulated 18.6 5.10 94.7 Adjacent Wood 18.6 5.90 109.5 Base Total: 57.4 272.2 As -Built Total: 57.4 358.1 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1201.0 0.64 768.6 Under Attic 30.0 1201.0 0.64 X 1.00 768.6 Base Total: 1201.0 768.6 As -Built Total: 1201.0 768.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 168.0(p) 1.9 319.2 Slab -On -Grade Edge Insulation 0.0 168.0(p 2.50 420.0 Raised 0.0 0.00 0.0 Base Total: 319.2 As -Built Total: 168.0 420.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1201.0 0.28 336.3 1201.0 -0.28 336.3 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeOfFlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4670.2 Winter As -Built Points: 7624.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 7624.8 1.000 1.074 x 1.160 x 1.00) 0.432 1.000 4103.0 4670.2 0.6274 2930.1 1 7624.8 1.00 1.246 0.432 1.000 4103.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 2564.00 7692.0 50.0 0.90 3 1.00 2507.02 1.00 7521.1 As -Built Total: 7521.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 9742 2930 7692 20364 1 8456 4103 7521 20080 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 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 112" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned spacetested. 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 6-12. Switch or clearly marked circuit breaker ( electric) or cutoff (gas must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge4D/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.4 The higher the score, the more efficient the home. 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') 1201 ft' 7. Glass area & type Single Pane Double Pane _ a. Clear - single pane 139.2 ft' 0.0 ft' _ b. Clear - double pane 0.0 ft' 0.0 ft' c. Tint/other SHGC - single pane 0.0 ft' 0.0 ft' _ d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 168.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.2, 1311.0 ft' _ b. Frame, Wood, Adjacent R=11.0, 220.0 ft' _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1201.0 ft' _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.5, 45.0 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 DFIP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 30.0 kBtu/hr SEER: 12.00 Cap: 30.0 kBtu/hr HSPF: 7.90 Cap: 50.0 gallons _ EF: 0.90 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 86 for a US EPA/DOE EnergyStar""designation), your home may qualify 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. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCPB v3.30) ResmanuJ(c) Version 3 * RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) Project Central Baseline IPrepaired by: Address 456 Example Way: ResFREE'97 ISouthern Energy Eval. Serv. City Central Base 1122 East Minnesota Avenue State/Zip FL 32805- Orange City,Fl 32763 Owner DCA Codes & Standards ITEL:1-800-329-SEES (7337) Builder Demonstration IFAX:1-800-639-SEES (7337) HVAC Contr Pietro M. Carrieri lemail:sees@iag.net Cond Floor Area = 1500 (Total Glass Area = 272 Conditioned Floor Area to Total Glass Area Ratio = 18.1% USA Climatic Conditions Design Conditions * Geographical Location I Maimi AP, Florida North Latitude / Elevation 1 250 9Ft. Above Sea Level Outdoor Winter Dry Bulb 1 480 Indoor Winter Dry Bulb 1 70° Winter Temperature Diff. (wTd) 1 220 Outdoor Summer Dry Bulb 1 890 Outdoor Summer Wet Bulb 1 770 Outdoor Summer Hum. Ratio Gr/Lb 149 Indoor Summer Relaltive Hum. 1 50% Indoor Summer Design Gr/Lb. 1 56 Indoor Summer Dry Bulb 175° Summer Temperature Diff.(sTd) 1 140 Summer Daily Range 1 150 (Low Deviation) HEATING SUMMARY * TESTER.ENB COOLING SUMMARY * SUBTOTAL 16938.4 1 STRUCTURE SENSIBLE = 15823.4 1 OCCUPANTS + 1800.0 1 APPLIANCES + 1200.0 I SUBTOTAL SENSIBLE = 18823.4 DUCT LOSS + 846.9 I DUCT GAIN + 1882.3 TOTAL LOSS = 17785.3 1 TOTAL SENSIBLE = 20705.7 MECHANICAL VENT.- 50 CFM = 1210.0 1 MECHANICAL VENT.- 50 CFM = 770.0 1 TEMP.SWING 3.0°@ 95° x 1.0 MINIMUM EQUIPMENT LOSS = 18995.3 1 MINIMUM EQUIPMENT SENSIBLE = 21475.7 20% OVERSIZE LOSS = 3799.1 120% OVERSIZE SENSIBLE = 4295.1 EQUIPMENT LOSS + 18995.3 1 EQUIPMENT SENSIBLE + 21475.7 MAXIMUM EQUIPMENT LOSS = 22794.4 I MAXIMUM EQUIPMENT SENSIBLE = 25770.8 I I TOTAL LATENT = 8625.9 I EQUIPMENT SENSIBLE + 21475.7 I EQT.SENSIBLE + LATENT = 30101.6 7--------------------------- AIR FLOW FACTORS * HEATING FACTOR (BTUH/CFM) = 20.0 I COOLING FACTOR (BTUH/CFM) = 12.7 HEATING CFM = 949.8 1 COOLING CFM = 1451.7 EQUIPMENT SELECTION * EQT. MANUF RHEEM I SENSIBLE_21000 BTUH) COND.UNIT MOD# RPMC030jaz I LATENT CLG_7400 BTUH) AIR HAND. MOD# RBHCJ06nfg I TOTAL CLG_28400 BTUH) HEATING INPUT_29000 1 TONAGE_ 2.4 HEATING OUTPUT_29000 1 S)EER 12.0 HEATING CFM_1113@.SSP I COOLING CFM_1113@.SSP AFUE/COP/HSPF_7.90 I TYPE HP Calculation Procedures A,B,C,D Procedure A Winter Infiltration HTM I I-------------------------------------------------------------------------------------------I 11. Winter Infiltration CFM Envelope Evaluation #2 (Good/Average) I I 1.6 Air Changes per hour x 12000 Cubic ft. x .0167 = 320.6 CFM I i I 12.,Winter Infiltration Btuh I I 1.1 x 320.6 CFM x 22 Degrees Winter TD = 7759.5 BTUH I I I 13. Winter Infiltration HTM I I 7759.5 Btuh / 270.4 Sq.Ft of total Glass & Door areas = 28.7 HTM I I I I I Procedure B Summer Infiltration HTM I I 11. Summer Infiltration CFM Envelope Evaluation #2 (Good/Average) I I .7 Air Changes per hour x 12000 Cubic ft. x .0167 = 140.3 CFM I I I 12. Summer Infiltration Btuh I I 1.1 x 140.3 CFM x 14 Degrees Summer TD = 2160.3 BTUH I I I 13. Summer Infiltration HTM I I 2160.3 Btuh / 270.4 Sq.Ft of total Glass & Door areas = 8.0 HTM I I I I Procedure C Latent Infiltration I I I 0.68 x 56 grains difference @ 50 RH x 140.3 CFM = 5341.9 BTUH I I I Procedure D Equipment Sizing I I 1. Sensible Sizing Load I I Sensible Ventilation Load I 1.1 x 50 VENT CFM x 14 Degrees Summer TD 770.0 BTUH Sensible Load for Structure 15823.4 BTUH I Sum of Ventilation & Structure Loads 16593.4 BTUH I Rating & Temperature Swing Multiplier (3.0°@ 95°) x 1.0 RSM I Equipment Sizing Load - Sensible 16593.4 BTUH I I 2. Latent Sizing Load I I Latent Ventilation Load I 0.68 x 50 VENT CFM x 56 differance 1904.0 BTUH I Internal Loads = 230 Btuh x 6 people 1380.0 BTUH I Infiltration Load from Procedure C 5342.6 BTUH I Equipment Sizing Load - Latent 8625.9 BTUH I I Abbreveations Glass/Windows S.C.= Single Clear I S.T. = Single Tint I S.R. = Single Reflective D.C.= Double Clear I D.T. Double Tint I D.R. = Double Reflective T.C.= Triple Clear I T.T. Triple Tint I T.R. = Triple Reflective Shdg= Shading I Ovhg Overhang I Btm = Bottom I Hgt = Height I Sc = Shading Coefficient Inside Shading N.S.= No shades I D/B Drapes or Blinds I R.S. Roller Shades Other * Whtm = Winter Heat Transfer Multiplier I Shtm = Summer Heat Transfer Multiplier Infiltration Is: 1..Sub Standard/Poor 2..Standard 13..Better 14..Excellent Building Componet Heat Loss Gain Calculations Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh N -No Shdg Fctr D.C. R.S. 1.0 5.0 n/a 1.0 33.8 14.3 483.3 17.6 594.9 Ne-No Shdg Fctr D.C. R.S. 1.0 4.0 n/a 1.0 33.8 14.3 483.3 39.6 1338.5 E -Shaded Area D.C. R.S. 1.0 4.0 3.0 1.0 1.8 17.6 31.7 E -Solar Area D.C. R.S. 1.0 4.0 3.0 1.0 32.0 56.6 1811.2 E -Total Area D.C. R.S. 1.0 4.0 3.0 1.0 33.8 14.3 483.3 Se-Shaded Area D.C. R.S. 1.0 4.0 3.0 1.0 13.7 17.6 241.1 Se -Solar Area D.C. R.S. 1.0 4.0 3.0 1.0 20.1 28.6 574.9 Se -Total Area D.C. R.S. 1.0 4.0 3.0 1.0 33.8 14.3 483.3 S -All Shaded D.C. R.S. 1.0 4.0 3.0 1.0 33.8 14.3 483.3 17.6 594.9 Sw-Shaded Area D.C. R.S. 1.0 4.0 3.0 1.0 13.7 17.6 241.1 Sw-Solar Area D.C. R.S. 1.0 4.0 3.0 1.0 20.1 28.6 574.9 Sw-Total Area D.C. R.S. 1.0 4.0 3.0 1.0 33.8 14.3 483.3 W -Shaded Area D.C. R.S. 1.0 4.0 3.0 1.0 1.8 17.6 31.7 W -Solar Area D.C. R.S. 1.0 4.0 3.0 1.0 32.0 56.6 1811.2 W -Total Area D.C. R.S. 1.0 4.0 3.0 1.0 33.8 14.3 483.3 Nw-No Shdg Fctr D.C. R.S. 1.0 4.0 n/a 1.0 33.8 14.3 483.3 39.6 1338.5 Glass Infiltration: 270.4 25.0 6760.0 7.0 1892.8 Glass Sub Totals: 270.4 10626.4 11077.4 Componet Type Exposure R-Value Area Whtm Loss/Btuh Shtm Gain/Btuh Wood Stud Exterior 11.0 860.0 2.0 1720.0 2.0 1720.0 Wood Stud Adjacent 11.0 155.0 2.0 310.0 1.2 186.0 Insulated Core/Metal Exterior n/a 20.0 13.0 260.0 12.8 256.0 Insulated Core/Metal Adjacent n/a 20.0 9.0 180.0 10.2 204.0 Door Infiltration: 40.0 25.0 1000.0 7.0 280.0 Slab on Grade 3.5 160.0 11.2 1792.0 0 0 Under Attic 30.0 1500.0 0.7 1050.0 1.4 2100.0 SKETCH OF DESCRIPTION/PLOT PLAN " LOT 5, (LESS THE NORTH 18 FEET FOR RAILROAD) AND ALSO LESS THE WEST 12"25 FEET THEREOF, BLOCK 8, TIER 14. SEMINOLE PARK ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 75 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. TOGETHER WITH: LOT 6, (LESS THE NORTH 18 FEET FOR RAILROAD) AND ALSO LESS THE EAST 27.75 FEET THEREOF, BLOCK 8, TIER 14, SEMINOLE PARK ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 75 OF THE PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA. I EAST LINE BLOCK 8 11 ER ST OERiRUDE ADg110M m 47.75'(P) i 12.25' u I IBLOCKEMI I I P. i I 8 S I rq LOT TIERBLOCKIIINOUEPKK P.B. 2 PG 75 I 1 I A I I I I N I I s i 47.75'(P) L----- I 12.25' Sw CORNER LOT 4 BLOCK 8 TIER 14 SDANME PARK P.B. 2 PC 75 RAILROAD R/W N.90'00'00'E. 60.0' 37.75' 22.25' 1 I 14 PPAAW O I PC 75 1. V1 orarJOn a 17.0' 9I91 37 N.9( Lj 17.0' I I I II 22.25 60.0' P.B. 1 PP 112-113 ! 113-1171 Co 147.75' I 27.75' I— I llcv— BLOCK TIER 'DDITIONaER°TFUCE A S I PA. 1 PP 112-113 at 115-117 S I I I I Ki 6 n D K6OLE TIER 14PARK I ENOIE0 PORTIONUNDW9 I Z L 2 PG 75 1 OF BLOCK 8 TIER 14 ST. OERiRLDE ACIMTIO1 1? S D A1PA. I PP 112-113 ! 115-117 I d O Z I 18 m I I rn 1 I g I I I I I I 27.75' " 147.75' I-- 41-- t 7TH STREET 56' R/9 PAVED ROAD) A PJiY - PE1>11mmT A£FERITIfE YOMMWT B A R E V I A T I O N L F G F N 0 CLF -amm - CO/U KTEFDICOIVO F.X. FRE "WRANTCY, P.& CONCAf1E MONUMENT PUtBOOK A - AMELE001O1 T11 P. O.C. - POINT OF OU6E)1100"T lA P1M1'lIL'/i LFENCE wy. - SOD N ! D - NAIL NO O9C P. 0 - PONT OF CURVATURE pp rOM- RADIAL LLE UnUTY F.ASFLENTC ! 0 - OJIO !CUTTER Ca MT PAC - POINT OF BEVE1 X CURVATURE N]I. RAMRADIAL D.E. ORANAM EAmtMT CATV - CUBE TsLr4moN R>i11 PVMT. PAVOE)If P.C. C.- PONT OF COMPOUND 0AVATUK RADA FF. FM983 i100R TElE - 14EP11WE R15FR Dow FIELDMA P.T. - Pow OF TANOU CY A. L ARCLOOM 6.S. MIAID IrMAO1 TRANS _ 1RANNOOW011 PAD M PJ. - POINT a NICISECTIOM CONTROL POINTA DELTA CAL- OOMOKi[ BLOCK1IiRUC11I8 LP. UGHT POLE ACTUAL P.CP. - PEbLj NT RP. RAMS POINT P )))) PUT P.P. - POW POLL IIEC KOOMTrO PALL -POUT CM IJIE CB. - C110RD OEAANo MfA9MRLD N.4 - NAl1itAL MOUND I19 Mq 9R11[VORS ODI11F1CA110N TJL - TAM MT Mi10 E FAI 1E11 ULL Y C) FWD CALCULAIED FOUND SS FT. - SQUARE FEET NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. SMEYOR'S NOTES, 1. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2 THE ' REAL PROPERTY DESCRIPTION' SHOVM HEREON IS IN ACCORDANCE NTH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. NO UNOfROROLIND W "YEl"TS OR VMCtW F INSTALLATIONS HAVE BEEN LOCATED OTHER THAN SHONN. 4. BEARINGS ARE BASED ON THE EAST UNE OF SAID BLOC( 8, TIER 14 ASSUMED AS BEING N.00 00'OO'E S SURVEYOR HAS NOT ABSTRACTED LANDS SHOVIN HEREON FOR EAMENTS. RIWTS-OF- WAY OR ANY OTHER MATTER OF RECC D MUCH WONT AFFECT THE TITLE OR USE OF SAD LANDS CLIENT.• CHARLIE B..A7FYES JOB NUM& N. 01-128 OMPO-C: % OW%Oi-12B.ONG CERTIFIED TO: CHARLIE B. JONES EVANS BACON SURVEYOWS CERTIFICATE• THIS tS TO CERTIFY THAT THIS SIETCH MEETS THE MINIMUM TEOMICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61017-6. FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027. FLORIDA STATLI T.^.. R. L R08'rRT5. P.S.M. PROfESSKV4AL SURVEYOR & YAPPER FLORIDA REGISTRATION NUMBER 3144 Ad Btts Buiideng materials, 19C. During July and August of 1997, we experienced four sets of trusses falling due to improper temporary bracing. Thankfully there were no injuries involved. However, the property, labor and material damage will probably exceed $60,000. In addition to the incidents we know about, there may have been other accidents that went unreported. On August 18, 1997, a worker in Orlando was killed when the roof collapsed when he prematurely removed critical bracing from the roo£ As the General Contractor or Owner/Builder, you are responsible for safety on your job.. - As the Truss Manufacturer, we provide a copy of `HM-91" is a Summary of the industry standards for the proper handling, erection and bracing of wood trusses. I seldom go to a job that even remotely followed their recommendations. Unfortunately that sometimes produces costly and tragic results. Trusses can be very dangerous when they are not properly handled. The most common causes of -truss accidents are the use of 2 x 4 blocks or cleats for bracing. You may be interested to know that the industry term for these are `killer cleats". The other primary cause is rushing to get the crane off the job. I urge you to carefully study the enclosed `=-91" and insist that more appropriate -bracing and handling practices be used on your jobs. We have allheard the excuse from framers in the field "we have always done it that way". Well the trusses we use to build for houses "in the old days" were 30' spans and 4/12 pitch. Now 50' or longer trusses are very common and the typical pitch is 6/12. These trusses are very top heavy and you just can't get away with doing things like "in the old days". At Adams Building Materials, we take safety seriously. We also take protecting our liability seriously. You need to take the.safety on your job seriously and you need to handle our products Properly to protect the liability for everyone involved. Someday you may be on the witness stand explaining how despite receiving safety instructions, you chose to ignore them.......... THINK ABOUT IT. Greg Adams President WINTER HAVEN 1801 Seventh Street, S.W. Winter Haven, FL 33880-4376 Tel: ( 863) 294-0611 Fax: ( 863) 293-9633 Lumber & Trim Division DUNDEE 101 Shepard Avenue Dundee, FL 33838-4381 Tel: ( 863) 439-3691 Fax: ( 863) 439-5478 SANFORD 2445 W. Airport Blvd. Sanford, FL 327.71-3019 Tel: ( 407) 323-2100 Fax: ( 407) 323-2268 LAKELAND 2540 McJunkin Road Lakeland, FL 33803 Tel: ( 863) 294-0611 Fax: ( 863) 293-0812 BROOKSVILLE 16090 Flight Path Drive Brooksville, FL 34609-6824 Tel: ( 352) 796-0096 Fax: ( 352) 796-7752 Adams Building Materials, Inc. 1801 Seventh Street. S.W. Winter Haven, FL 338 8 0 Office: (863) 294-0611 Fax: (863) 293-0812 Cliente: Nuestro # de trabajo Esdmado Cliente: Adjunto encontrara una copia de su orden de armadura, ingenieria, y una copia de Armaduras de Soporte de Madera: Comentarios y Recomendaci ones. Por favor revise toda esta informacion cuidadosamente y verifique to sigLdente: 1. Las extensiones de las armaduras . 2. Grado de inchnaci6n 3. Detalles y dimensiones del techo, si es aplicable 4. Las localizaciones de soportes interiores, si es aplicable 5. Cualquier soporte permanente 6. Toda la.informac16a general Por favor preste mucha atencion a todos los detalles a informaci6n senalados, tambi6n asegdrese de leer y seduir las instrucciones dadas acerca de la instalaci6n apropiada de las armaduras. La Politics de Recargos Adams Building Materials, Inc. (ABC) no aceptara recargos, no importando la falta, sin previo aviso por el cliente durante las 24 horas de haber puesto las armaduras, para que podamos investigar y determinar que medidas correctives apropiadas se tomaran. ABC reserva el derecho de hacer cualquier repay-acion. EvIPORTANTE Por favor notifiquenos inmediatamente si encuentra las armaduras rotas o danadas. Nd 6orte o altere ning*iina armadura sin previo consentimiento de un representante autorizado de ABC. Gracias por la orden, nosotros apreciamos su negocio Greg Adams Presidente - Adams Building los Mateiiales DETENGA LO QUE EST 4 HACIENDO Y LEA ESTO Durante Julio y Agosto, experimentamos la caida de cuatro juegos de armaduras debido al soporte inapropiado temporal. Felizmente, no hubo ninguna lesion involucrada. Sin embargo, la labor y el daiJo de materiales de la propiedad probablemente excederan S60,000. Ademas de los incidentes de los cuales tenemos conocimiento, pudo haber habido otros accidentes que no fueron reportados. El is de Agosto de 1997, un obrero en Orlando se mato cuando el tej ado se derrumbo despues de que el gtuto el soporte principal del tejado. Como Contratista General o Dueiio/Edificador, usted es responsable por la seguridad en su trabajo. Como Fabricante de las Armaduras, proporcionamos una copia de "FHB-91" pars cada trabajo. "HIB-91" es un resumen de las normas de industria pars el manejo apropiado, ereccion y soporte de las armaduras de madera. Raramente voy a un trabajo que remotamente siguen sus recomendaciones. Desgraciadamente a veces producen resultados costosos y tragicos. Las armaduras pueden ser muy peligrosas cuando no se manejan apropiamente. La causa mas comun de accidentes de armadura es el use de bloques 2x4 o tojinos para asegurar. Puede que le interese saber que el termino de la industria pars estos es " los- tojinos asesinos". La otra causa primordial es apresurarse para sacar la g da fuera del trabajo. Le into a estudiar cuidadosamente el "HIB-91" adjunto y que insista en usar mas prdcticas apropiadas en sus trabajos. Todos hemos escuchado las excusas de los for adores en el campo "Siempre to hemos hecho de esa manera " Bien, las armaduras que construiamos para las casas "en los dias del pasado" eran 30' de extencion y 4/12 grados de inclinacion. Ahora 50' o las armaduras mas largas son muy comunes y el grado de inclinacion ttipico.es de 6/12. Estas armaduras son muy grandes por arriba y simplemente no pueden seguir haciendo las cosas como "en los dias del pasado." En Adams Building Materials, tomamos la seguridad en serio. Tambi6n tomamos. seriamente la protecc16n de nuestra responsabilidad. Necesita tomar en serio la seguridad en su trabajo y necesita manejar nuestros productos apropiamente para proteger la obliga.cion de todos los involucrados. Alin dia podria estar en la silla de testigo explicando como, a pesar de las instructions desseaundad recibidas, escogio ignorarlas........ PIENSE EN ESTO. Greg.Adams ._._......_........... - - -- --- .._. _ . _.... _ - - ._.......__ . Presidente---- MiTeklnciustics, Inc. march 2,' 1995 Adams Building Material ' 6239 Edgewater Dr. Orlando., FL 328.10' RE: BOtwOm Chord -Bracing iTej< 200.0 engineering drawings 'the bottom chord . bracing .Will equently indioate "sheathed"_ This means a rigid ceiling iry.wall) directly applied to the bottom chord* in accordance with applicable model building codes As- per TPI 85 Desi an Specification for Metal ?!at Connected Wo.-,d T_ Ste, Sec. 3.4.11 , page 11 "Where .sheathing or ceiling is na; led to a compression chord (either top or bottom) lateral support of the supported axis may -be assumed to be continuous ... " Sec- 3:F.7 Column Bracing in the Commentary on the NationalDesinSpecificationforWood 'Construction confirms the r_zpaaility.of gypsum board as adequate lateral support. 1 Zj re this helps to clarify the situatiaa. :. If v4u have any adz: •t{ onal questions., or need any additignal 'information please cor, :act Chris Newhouse,_-1t ';1-;'"' Sincarely,• rJ Stephen W. Cabler, P.E_ •'=' esident of Eni ineerinVicePrq g • ^}• ... ; • ., • . P.O. Box 7359 - St Locus. MO 63177-1359 ' 14515 N. Oucci Fotfy Road • Suico 3D0 - Chestei scld, MO 63017-5746 ntdl A%4_1700 •'t8001 33.5-8075 - Fax_- (314) 434-5343 STANDARDANDARD LATERAL-. WEd B.P.• ACING- ry La.;= cen= TRu s ®24' 0.C- 7Yp . AC w iH BAILS O 6' SAMES AND. GRAO E A S 3 (2x6 w `) WEE 'SEL-'CTION DE Af..L 7-c: BRACE —MUST EE 80 : TriE LENGTH OF ir{c WE3- ' TriIS OETAIL IS TO ' BE US- AS AN AL-MZNA i. FQR •COWtINUOUS LAM-RAL BRACING. qlMuml GrADE OF LUMBER, i_1-52 Crit TO•.SL EPAic cNGiN ING DWG. Revised: L^.. .. 7/7/9L DOING (PSG)- [S TR- INCR.: JOBSITE PACKAGE IMPORTANT DOCUMENTS ENCLOSED PLEASE REVIEW WARNING: The handling, storing, installing and bracing of structural building components requires specialized training, dearly implemented procedures, and careful planning and communication among the contractor, all installation crews and any crane operators. Handling and installing components without appropriate training, planning and communication may result in property damage and/or serious bodily injury. Prior to component installation, the documents should be examined and disseminated to all appropriate personnel, in addition to proper training and a clear understanding of the installation plan, any applicable fall protection requirements, and the intended bracing requirements. Examine the structure, including the framing system, bearing locations, and related installation locations and begin component installation only after any unsatisfactory conditions have been corrected. Do not cut, modify, or repair components Report any damage before installation. The enclosed documents are offered as minimum guidelines only. Nothing contained in this jobsite package should be construed in any manner as expanding the scope of responsibility of, or imposing any additional liabilities on the component manufacturer. ADVERTENCIA: El manejo, almacenamiento, instalacon y soporte de componentes estructurales de con- strucci6n requieren capacitaci6n especializada, procedimientos claramenta implementados y una planificad6n y comunicad6n cuidadosa entre el contratista, todo el personal de instalaci6n y todos los operadores de gr6as. Manejar a instalar componentes sin la capacitaci6n, la planificad6n y la comunicad6n adecuadas puede ocasionar danos a la propiedad y/o graves lesiones corporales. Antes de la instalaci6n de componentes, los documentos adjuntos deben ser examinados y difundidos a todo el personal apropiado, adem6s de la capacitaci6n pertinente y un claro entendimiento del plan de instalac6n, de todo requisito aplicable de protecci6n contra ca(das y de los requisitos de soporte deseados. Examine la estructura, inclusive el sistema de enrejado la ubicad6n de los apoyos a instalaciones correspondientes y comience la instalac6n de los componentes s6lo despues de haber corregido toda condid6n insatisfactoria. No corte, modifique ni repare componetes a informe cualquier dano descubierto antes de proceder a la instalad6n. Los documentos adjuntos se ofrecen solamenta como pautas minimas. Nada de to incluido en este paquete para la obra debe interpretarse de manera que exceda el alcance de la responsabilidad del fabricante de componentes, ni en forma tal que imponga responsabilidades adicionales sobre este. NOTES: no The text appearing below is from "ANSI/TPI/WTCA 4- 2002 National Standard and Recommended Guidelines on Responsibilities for Construction using Metal Plate Connected Wood Trusses." For information on design responsibilities contact your Truss Manufacturer or the Wood Truss Council of America (WTCA) at 608/274- 4849 or www.woodtruss.com. 5.1. Truss Submittals and Structural Element Submittals, and any supplemental information provided by the Truss Manufacturer, shall be provided to the Contractor or the individual or organization responsible for the installation of the Trusses and Structural Elements. 5.2 5.3 5.4 5.5 5.6 The Truss Manufacturer and Truss Designer shall not be responsible for determining appropriate field storage, handling, and installation measures for the Trusses and Structural Elements. Either the Owner, Building Designer or Contractor, as determined by Contract or as set forth in the Building Structural System Design Documents, shall determine the require- ments of, provide all materials for, and install adequate temporary bracing for the Building Structural System. The Truss Manufacturer and Truss Designer shall not be responsible to review or inspect Trusses delivered or to review and inspect Trusses after erection for any problems, including dislodged/missing connectors, cracked, dislodged or broken members, or any other damage that may impair the structural integrity of the Truss. In the event that damage to the Truss is discovered that would likely impair the structural integrity of the Truss, the area within the Building shall remain clear and free of plumbing, electrical, mechanical, bridging, bracing, etc., until such field repairs have been properly completed. Where required by Contract, the Truss Manufacturer shall be notified in writing as to the need and extent of any Truss repair or replacement required. In such event, all Truss repairs shall be approved in writing by a Truss Designer or other qualified person prior to the performance of the repair. The Truss Manufacturer and Truss Designer are not responsible for, nor do the Truss Manufacturer and Truss Designer have control of, construction means, methods, techniques, sequences, procedures, programs and safety in connection with the handling, storing, installation and bradng of the Trusses. The Truss Manufacturer and Truss Designer are furthermore not responsible for the failure to carry out the construction work related to the Trusses and the Structural Elements in accordance with the handling and installation information and/or the Building Structural System Design Documents. The Truss Manufacturer and Truss Designer are not responsible for the permanent bracing for the Building, including all the Trusses and Structural Elements. Although the approximate location for permanent bracing of Truss members subject to buckling due to compression forces will be indicated on the Truss Design Drawings to prevent truss member buckling due to design loads, it is the responsibility of others to specify how the permanent lateral bracing is to be anchored or restrained to prevent lateral movement if all Truss members buckle together. Consideration shall be given to one of the following methods for providing this restraint or anchorage: (a) anchorage to end walls designed to resist the lateral loading; (b) permanent diagonal bracing in the, plane of the Truss members; or (c) other means when demonstrated by the Building Designer or other qualified person to provide equivalent lateral resistance. 6.1 The Truss Manufacturer shall communicate the truss design criteria and requirements from the Building Structural System Design Documents and those requirements set forth in writing by the Owner, Building Designer or Contractor, to the Truss Designer. 6.2 Where required by Contract, Legal Requirements or the Local Building Official, the Truss Manufacturer shall provide Truss Design Drawing(s) sealed by a Truss Design Engineer. 6.3 Where required by Contract, Legal Requirements or the Local Building Official, the Truss Manufacturer shall submit the Truss Submittals and Structural Element Submittals to the Local Building Official, Owner, Building Designer and/or Contractor for review and/or approval. 6.4 In preparing the Truss Submittals and the Structural Element Submittals, the Truss Manufacturer shall rely on the accuracy and completeness of information furnished in writing by the Owner, Building Designer or Contractor, and by the Building Structural System Design Documents. 6.5 The Truss Manufacturer shall manufacture the Trusses in accordance with the final and approved (if applicable) Truss Design Drawings, using the quality criteria required of the Truss Design Standard. 6.6 Where required by the Contract, the Truss Manufacturer shall prepare the Truss Placement Plan. The Truss Placement Plan shall be permitted to include identifying marks for other products, including Structural Elements otherwise supplied by the Truss Manufacturer so that they may be more easily identified by the Contractor during field erection. As the Truss Placement Plan serves only as a guide for Truss installation and requires no engineering input, it does not require the seal of a Truss Design Engineer. 7.1 The Truss Designer shall prepare the Truss Design Drawings based on the Truss design criteria and requirements set forth in writing by the Owner, Building Designer or Contractor, by the Building Structural System Design Documents, and in conformance with the requirements set forth in the Truss Design Standard. 7.2 The Truss Designer is only responsible for the singular element design depicted on the Truss Design Drawing. 7.3 The Truss Designer is also referred to as a Truss Design Engineer when the Truss design calculations and/or Truss Design Drawings resulting from the design of the Trusses shall be sealed by an engineer as required by the Contract, the Legal Requirements or the Local Building Official. The Truss Design Engineer shall define the scope of work undertaken with respect to sealed Truss Design Drawings as required by Legal Requirements. 7.4 To the greatest extent possible, repair designs shall be based on: applicable wood engineering standards such as the Truss Design Standard, The National Design Specification@ for Wood Construction, and other code recognized reports and standards; design loads specified in the Building Structural System Design Documents, or otherwise specified in writing, and used in the preparation of the original Truss Design Drawing(s); the determination of forces and moments present at the repair location based on structural analysis; and reevaluation of all member stresses and deflections and joint designs (plating) for the repaired condition using the Truss Design Standard design criteria. The Wood Truss Council of America 608/274-4849 • www.woodtruss.com VV7YEdR' Copyright ' 2004 Wood Truss Council of America JobsiteCS 20041115 I Truss Technology Checklist for Handling and Installing Trusses If improperly handled, installed and/or braced, i, trusses can become dangerous and may cause property damage and/or bodily injury. When handling and erecting trusses, we suggest the = following: O Inspect the trusses at the time of delivery = FJO (SITE and after installation for: PACKAGE = ^ 1) Conformance with the Truss Design Drawings 2) Dislodged/missing connector plates 3) Cracked, dislodged or broken members 4) Any other damage that may impair the structural integrity of the trusses Notify your component manufacturer if truss repairs are necessary. After installation, if you discover damage to the trusses that you be- lieve would weaken them, make sure the area is clear of plumbing, electrical, mechanical, bridging, bracing, etc. until the field repairs have been properly completed. DO NOT cut, drill, relocate or add any truss member or metal connector plate until you have received instructions from your component manufacturer. O Protect trusses from weather, corrosion, bending, damage and deterioration when stored at the jobsite. When trusses are stored at the site for longer than three weeks, use blocking, pallets, platforms or other supports to store them off of the ground or in a braced upright position to avoid damage from bending. O Carefully review the Truss Design Drawings, the Truss Placement Diagram and all JOBSITE PACKAGE documents prior to handling and installing trusses. O Examine the building, the building's structural framing system, bearing locations and related installation conditions. Begin installing trusses only after any unsatisfactory conditions have been corrected. IMPORTANT DOCUMENTS ENCLOSED PLEASE REVIEW Review all the enclosures in the JOBSITE PACKAGE to ensure compliance with industry recommendations. O During construction, distribute material loads plywood, roofing tools or other construction materials) on the trusses to stay within the limits of the carrying capacity for each truss. Only load HVAC units, fire sprinklers, etc., on trusses if the trusses were designed to accommodate these specific point loads. Review the Truss Design Drawings for specific point loads. O Use a spreader bar'/2 to 2A of the truss span for trusses over 30' and less than 60'. O Install erection bracing in accordance with the guidelines in the JOBSITE PACKAGE to prevent trusses from toppling during erection. Erect trusses using the design spacing indi- cated, and with the plane of the truss webs vertical and parallel to one another. Anchor trusses securely at bearing points. Space trusses no more than plus or minus'/8" from Truss Placement Diagram location. O Install all truss web member bracing depicted on the Truss Design Drawings. O Comply with the owner's, or the owner's retained design professional's, permanent bracing, anchorage, connections and field assembly. Requirements for this information Copyright 0 2002-2004 Wood Truss Council of America, Inc. All Rights Reserved. TTBHIBCHECK-0403 may be provided in the structural framing system design documents or a separate document. O Give special attention to connecting all beams and components that support trusses affected by wind uplift. O Girder trusses may consist of more than one truss. Review the Truss Design Drawings to determine the proper number of plies and the correct attachment methods to be used at the jobsite. O Refer to the Truss Placement Diagram for the hanger locations. Hangers must be adequately attached. They may be supplied by your component manufacturer, but refer to hanger manufacturer's specifications for instal- lation information. O Install roof sheathing as soon as possible. Trusses hold their profiles best when they have been plumbed properly, braced properly and covered with roof sheathing. Sheath early... sheath oftenl Handling and installing trusses without reviewing the recommendations presented in the JOBSITE PACKAGE could result in property damage and/or serious bodily injury. Install roof sheathing as soon as possible. Installing components constitutes acceptance of existing building and component conditions. The building's owner and framing installer take responsibility for satisfactory performance. Erecting trusses, including proper handling, safety precautions, temporary bracing and other safeguards or procedures, is the responsibility of the building's owner and those framing installers responsible for truss installation. Under industry guidelines, trusses that have been field altered on the jobsite or overloaded during the installation phase of construction may null or void your truss manufacturer's limited warranty. Check your truss manufacturer's limited warranty for specific Information. Wood Truss Council of America Orie WTCA•Center 6300 Enterpris6.L6he.•'.'Madisoh, WI 53719 608/2744849 •. 608/274-3329 fax www.woodtruss.com a .wt6b@woodtruss.com An informational series designed to address the issues and questions faced by professionals in the building construction process. Copyright ® 2002-2004 Wood Truss Council of America, Inc. All Rights Reserved. Reproduction of this document, in any form, Is prohibited without written permission from WTCA. This document should appear In more than one color. GENERAL NOTES NOTAS GENERALES Trusses are not marked In any way to Identify Los trusses no estiin marcados de Nng6n modo qua the frequency or location of temporary bracing. klentifique Is frecuencia o k cal mcl6n de los ariostres Follow the recommendations for handling, bracing) temporales. Use las remmendadones de manejo, Installing and temporary bracing of trusses. Instalad6n y arriostre temporal de los trusses. Vea el f7jt= Refer to RCM 1.03 Guide to Good Practice forMetalPlate BCSI 1-03 Wit de Buena Prbdlo Data d Manphp. Irstalad6nHandlino. Installing A Bracing ofConnectedWoodTtuccaeformore detailed y, Afflostre de T ,ccae de Madera nnecados can Racas de MetilfQara para mayor Information. Information. ThpsS Design Drawings may specify locations of Los dfbujos de dLseft de los trusses pueden espedficarlastoailradonesdelosanlostrespermanentesenlos permanent bracing on Individual compression mlembr05 Indivlduales an compresi&p. Vea lahOja B members. Refer to the SCSI-B3 Summary B[SI-113 fuparalosaniostrespermanentesvreerzos de losQeet - Web Member Permanent Bradno/Web ReIO en for more Information. All other permanent bracing design Is the respons(bility mlembros secu des (webs! Para mayor Infonnad6n. B resto de an10Sb permanentes son la responsabifklad del of the Building Designer. 01seriador del EdiHdo. The consequences of improper handling, Installing and bracing may be a collapse of the structure, or .; worse, serious personal injury or death. El resultado de un manejo, Instalad6n y arriostre inadecuados, puede ser la caida de Is estrudura o a6n peor, muertos o heridos. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 2V or _ 17f Trusses 30 or less, support LJ less, support at at peak. quarter points. r ` Levante Levante de del pico los los cuartos trusses de 20 de tramp los pies o mends trusses de 30 Thun-sms up to 201 Trusses up to 30' Thpsses haste 20' Pies o mends. Theses hasta 30' HOISTING — LEVANTAMIENTO QHold each truss In position With the erection equipment until temporary bracing Is Installed andtrussisfastenedtothebearingpoints. Sostenga cada truss en posid6n con la gria haste qua el arriostre temporal esto Instalado y el truss asegurado an los soportes. p Do not lift busses over 30' by the peak. No levante del pico los trusses de mas de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN Banding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO Q gloves when handling and safety glasses when POR LONGITUD DEL TRUSS cutting banding. Empaques y placas de metal denen bordes 4 y afliados. Use guantes y lentes protectores cuando 92 corte los empaques. HANDLING - MANE)O Allow no more No pernita mas Use special care In than 3" of deflec- de 3 pulgadas de windy weather or tion for every 10 pandeo por cada 10 near power lines of span. pies de tramo. and airports. QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord.- verticales de busses. ONE WEEK OR LESS MOR! THAN ONE WEEK 4 ; QBundles stored on the ground for oneweekormoreshouldberaisedbyblocking at 8' to 10 on center. Los paquetes almacenados en la tierra por una semana o mas deben ser elevados can bloques a cada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento par mayor tlempo, cubra los paquetes pars prevenir aumento de humedad pero permits ventllad6n. Utilice cuidado especial en dias ventosos o cerca de cables eldctricos o de aeropuertos. Too-Ini Spreader bar for truss bundles Tagline aeon O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. m Avoid lateral bending. — Evlte la flexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. Itrusses sueltos. Do not store on No almacene en uneven ground. tlerra desigual. Tagllne Spreader bar 1/2 to 2/ 3 trues length TRUSSES UP TO 60' TRUSSES HASTA 60' 01. r r. P. 00"'a-Mm'.0 INMEN, Approx. 1/2 i truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Locate Spreader bet Attach 10 above or adttback O. C. mid - height N Nly bl Spreader bar length to If 3r4 truss length Tegline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING — ARRIOSTRE mRefer to B(SI-82 Summary Sheet - Trucc Installa- tionandTemporaryBracingformoreInformation. Vea el resim n BCSI-82 - I stalad6n de Trusses y Arriostre Temporal pars mayor informael6n. Do not walk on unbraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly Inlinewithallrowsoftopchordtemporarylateral bracing. Coloque los arriostres de Berra pars el primer truss directamente en Ifnea con cada una de las alas de arlostres laterales temporales de la cuerda superior. Brace first truss well I before erection of additional trusses. AB9 ' Top Chord Temporary Lateral Bracing ( TCTLB) min. RACING FOR THREE PLANES OF ROOF L ARRIOSTRE EN TRES PLANOS DE TECHO J71 This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este m6todo de arrlostre es para Dodo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. I TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Lon stud de Tramo Espaciantlento del Arriosb a Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies mdtdmo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies m3ximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies m"mo 60, to 80'• 4' o.c max. 60 a 80 pies, 4 pies maximo Unsult a Professional Engineer for trusses longer than 60'. Consulte a un Ingenlero Para trusses de mas de 60 pies. 7f See BCSI-132 for TCTL B options. J Vea el SCSI-B2 Para las apdones de TCTL.B. ts Refer to BCST--86SummarySheet - Gable End Frame ": " =-•rr •;; !:'ia r.: L , <, .;;:x.:i `, „ -r,• Repeat diagonal braces. Vea el resumer- N. L Ita los arriostresBC51-B6 - Arrlostre 3 !;<r• " Re P del truss terminal diagonales. de un [echo a dos 89uas• I'7f Set first five trusses with spacer pieces, then add diagonals. Repeat tJ process on groups of four trusses until all trusses are set Instale los cinco primeros busses con espadadores, luego los arriostres dlagonales. Repita dste procedimiento en grupos de cuatro trusses hasty que tDdos los trusses estdn Instalados. BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. , 10'-15' max. Diagonal braces every 10 buss spaces (20' max.) Some chord and web members not shown for clarity. WEB MEMBER PLANE—PLANO DE LOS MIEMBROSSECUNDARIOS Web DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2. Refer to BCSI97 Summary Sheet Temporary and Permanent Bradna for Parallel Chord lot= for more Information. 10 0 15 Maximum lateral brace spacing 10' o.c. for 3x2 chords' 151 o.c. for 4x2 chords Vea el res6men SCSI-B7 - Arrlostre - temporal v pennanente de The end diagonal n trusses de cuerdas brace for cantilevered Rardlelas para mayor trusses must be placed Infonnad6n. on vertical webs In line with the support. Lateral braces 2x4x12' length lapped over two busses. INSTALLING — INSTALACION f-7( Tolerances for Out -of -Plane. — lblerandas Para Fuera-de-Plano. max Mex. eow Max. Bow ~_ h -' Q Tolerances for 7 Out -of -Plumb. Tolerandas pars i Fuera-de-Plomada. Plumb l bob 0/50max D/50 D (ft.) 1/4' 1' 1/2' 2' 314' 3' 1' 4' 1-1/4' 5' 1-1/2' 8' 2' z B Diagonal braces every 15 truss spaces (30' max.) Bow Length 3/4- 12.6 7/8- 14.9 1' 16.T 1-1/8' 18.8. 1-1/4' 20.8' 1-=' 22.9' 1-1/2' 25.0' 1-3/4' 29.2' 2' 2 33.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Do not proceed with construction until all bracing Is securely Maximum Stack Height and property In place. for Materials an Trusses No proceda con la construccl6n hasta que todos los arriostres estdn colocados en forma apropiada y segura. Gypsum Board 12' Do not exceed maximum stack heights. Refer to RrSI:B4 Summary Sheet - fanstruction Loading for more Information. . No exceda las m3xlmas alturas recomendadas. Vea el resmrn BCSI-84 Carga de Construcc16n pars mayor Infonnad6n. 0 Do not overload small groups or single trusses. No sobrecargue pequeflos grupos o trusses Indivlduales. Materiel No1gM (h) aPlace loads over as many messes as possible. lipColoquelascargassobretantostrussescomoseaposible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES Refer to SCSI-85 Summary Sheet - Truss Damage. ]gbslte Modifications and Installation Errors. Vea el resumen SCSI-BS Dahos de busses, Modiflcadones en la Obra y Errores de Instalad6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Dravdng. No torte, altere o perfore ning6n miembro estructurel de los trusses, a menos que estd espedficamente permiddo en el dibu)o del diseho del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturers prior approval may render the Truss Manufacturer's Ilmited warranty null and void. Trusses que se han sobrecargado durante la construcd6n o han sido alterados sin una autorhad6n prevla del Fabrlcante de Trusses, pueden reducir o eliminar la garantfa del Fabrlcante de Trusses. NOTM The Thu Mamtunedi and Tus Designer must rely on the Rd that are ronhatmr and tone operator (V appCure ble) am- pebk to umles ke the wart[ they tune •Bred to do on a pardader peola t. The Contredan Ctordd seek any regWrd as tance regerdtrry axtstrwbrr pradlon ham a o mpeW party. Te melTods and proceDao WdInd are •amid to eman Chet the overall exubmt on tedadqun eno"W we tad floor seed mof truY. sses b= ptace WaTheseremnurxMaDonsforhandling, Insts ng and try I wood masses arc based upon tie maecove epenenm of kadbV terMlol pesomxl In the wood truss bduxry, but mud, due to the nacre of resperW6latln brwlved, 0e presented ady as a GUIDE for use by a quaaped DAdkV Designer or EreN aylrpatld on Cantraoe It la not fiftdthat these remmmendatkw be b terp+etd n superior to arty design cpeetAmtbn (provided by either an Architect Engkem the Sid dbq Destgney the Eretnon/ ImtaWon Commar oro&mfte) for Mdit WhNng and bredng wood trusty and It does not preclude the use of other epulvalent meticds Air br--- and wovldhp sablRy for Vells waad oohanm as may be detmNrxdby trussthe truss Emodon/I staaatlon Contractor. Tnq thewoodrmTunCaofAmniaanddeTauPlatetrodudeovesslydtsdabnanyrrsponsibmtyfordamagesartstn9homtheuse. appamdon, or re4an ce on the mosmmaffitlons and Warmadon containedhere)n. Ili WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterydse bane • Madlson, WI 53719 583 DOrwfrb Odw • Madison, WI 53719 608/274.4849 • www.woodbtm.mtn 608/ 833.5900 • www.tpinst.txg BIWARMILX17 031L25 DESIGN WIND Sit) 'MMPH-" MEAN ROOF.HEIGHT s 30 FT. EXP: B OCCUPANCY CAT: If ENCL OR PARTIALLY ENCL BUILD. PLYWOOD GUSSETS (TYP) SEE NOTE #3 BELOW), CONTINUOUS LATERAL BRACE (TYP) SHIM SOLID) SUPPORTING TRUSS PIGGYBACK TRUSS NOTES: 1).' Refer to seperate piggyback and base truss engineering for truss configuration, plating, lumber grades, bracing, etc. 2). Continuous bracing per base truss engineering @ 48" o.c., connected to top chord of each supporting truss w/2-16d nails and connected to bottom chord of.piggyback w/2-16d rialls. Diagonal bracing is also required per building design engineer (20'-0" o.c: max). Refer to BCSI.1 /03 for additional -bracing' Information. 3), 1/211x8"x8" ext, type plywood gussets on each:face, at 410" o:c., nailed w/6;-8d nails on each face (3 nails In each chord) 4). This drawing applies to trusses spaced at 24" o.c. TRUSS DESIGN ENGINEER: STEVEN LIEBERMAN, P.E. (FL LICENSE 058912) PROFESSIONAL ENGINEERING SERVICES 22D W. BRANDON BLVD., SUITE 204, BRANDON, FL 33511 REVISION DATE: 04/14/05 FILE NAME: PIGGY -BACK DETAIL. MIN. GRADE OF LUMBER ASCE-7/1998 TC: 2X4 #2 SYP CCa-2X4-#•2 SYP. FBG-2001, VERTICALS: 2X4 #3 SYP LOADING LIVE DEAD TC (PSF) 20 20 BC (PSF) .0 10 pp 1 9.2005 SPACING: 24. 4 wr- 1J • ICJ rM I'll I CA I NI) I tL H bUF'FJ J14 434 1587 TO 14073232268 P:03iO3 I April 4, 2001 Standard Gable End ST GBL.92 L L_i LOADING (psi PLATES M20 ASCE 7-06L a= TCLL 20.0 (9a) DESIGN WIND SPEED Q 130 MPHTCOL10.0 Plater ncease 1.13 SCLL 0.0 Lumbrr Inavaaa 1.1 MEAN ROOF HEIGHT & 25 FEET SCOL 1o.o Code ANSTf 1-1665. USC, SSBCATEGORY II BUILDING EXPOSURE c Mrrek Indu;ctrie s, Inc. __DIAGONAL BRACE 4•- 0. O.C. MAX 4X4 = 1X4 Typical 12 J Varied to Common Truss r' ih I A 3x4 - 04 = 30 0 Diagonal -! racing Refer to : 2cdon A -A Continuous Bearing Stud ' SpI; Ojos Stud Wkhout Meg. Sl2e13GodeSpadnyBraceBraceI M= dmm rued eta 2X4 I SYF No.3 12.O.C, 6.11-4 12•F-C 2Xd S 'P vo. 16" O.C. 4- 1-0 11-2-te 2X4 81P Jo.3 2d- 0.0, 4-9.5 M-0 2X_ V&S-13 -/Agri Nadi Vertical Stud 4) - 10d NAILS MINIMUM; PLYWOOD SHEATHING TO 2x4 STD SPF BLOCH Roof Sheathing Page 1 of 1 r \ 30NAL PACE C4NiIECTDWG. BRACE' W TH FRAMING ANcu F•^ R r2011 2x4 St ` 2:5 Stud 0dNOTE: 1. MINIMUM OF' %DE OF a2 MATERIAL IN THE TOP 1'-3" Maxt}-godNAILS AND SO'rTOI. I CHORDS, 2. CONNECTIO• I BETYVE:EN BOTTOM CHORD OF GABLE ENO RUSS AND WALL TO B6 PROVIDED PROJECT' ENGINEER OR ARCHITECT.• BRACING SH )WN IS FOR INDIVIDUAL TRUSS U4STUOC1RBEIi BY T(CIS s l 24"O.C. ONLY. CONS• ILT SLOG. ARCHITECT ORENGINEER fi:)R T6MPORY AND PERMANENT BRACtNt3 OF ROOF SYSTEM. Latt?Cai BiaCfnERP e'SvA4:6D®4g-O.C. d. DIAGONAL M ACE TO BE APPROXIMATELY 4b DEGREBS TO ROOF DIAPHRAM AT 4.0- o.c. as RequiredWEEN STRONGaACK MEETS THE GAas 8 C) iORD, PROVIDE ME BLOCKING S. CONSTRUCT L-BRACB CONNECTING A Zr STUD AND A 2r,4 S; JO AS ,MOWN WITH 10d NAILS THE F RST TWO TRUSSES AS NOTED. AQOVC. ATTACM STRONG2tACK TO ELOCK)NG SPACED 8- C C. L• WE TO BE LOCATED AT THE MIOSPA:.I OF TMG LONGEST STUD. ATTACH LEDGER WITH ( d). tOd NAILS. TO VERTICAL STUDS WITH (2) ted NAILS, STRONGSACK REFER TO S.:CT10N q A) End Wall, - TOTAL F'AGE.03 ** JUN 25 '02 17*.29 FR MITEK IND TECH SUPP 314 434 1587 TO 140732326B P-C.A/04 VALLE'TRUSS -'*'\ RESTS ON 2. 6 O.E-AIL .4 GREATER THAt 3112?IT.CH) AINUARY- 3 2002 I HUssFD VALLEY sir of AIL ST-VAL L EY3 1 GA2L_ _ND, C MN4CN TRUSS LIVE DAD = 50 P S F (MAX) OR GIRDER T?t155 DEC LO,^ _ ; - ? SF 1110:,:il D.O.L.INC= i.15 5C MPH WINO NGT^: VALL = STUD SP=.cIONG NOT TO .nC=0 43' O.C. SPACING 3s P r SS (iY" OJ=) OR GIRDER; RUSS 3 1 SEE DETAIL C I cBELOW (TY, .) BELOW y 12 „ ,o TOE - NAIL VALLEY TO BASE TRUSS W1 Z) 16d TOE tdAILS i ATTACH ZcS CONTINOUS NO= SPF _ ATTACH 4 CONTINOUS NO_ SP. TO THE FACE OF THE ROOF W1 TTNO BLCCK TO THE FACE OFTHE ROOF WI TW0.16di.131-X=-NAILS INTO EACH_ ____... - -.• ---•--. Tfzu.= 2E=W TRUSS BELOW. EACH TRUSS BED MUST HAVE A BLC--K ATTACHED TO IT. TOE - NAIL VALLEY TO BASE TRUSS W/ 2) 16d TOE NAILS I ATTACH SEVE'+D ''mod CONTINCUS NO? 6PF TO THE FACE OF THE ROOF Wi TWO IBd (.131"z3SJ NAILS INTO EACH TRUSS BELOW ATTACH VALLEY TO BEVELED 2(4 W/ 2) 16d TOE NAILS 7F.-a1 L C TOE - NAIL VALL=_Y TO GRE 7i E.R 7H1' N 3/12 PITC i BASE TRUSS 'All LESS THAN iJ 12 PITCH) (2 )16d TOE NAILS I PpLY ShER T iiNC T:) TOP CHORD CF SUPPCRTING TRUSSES. VALE =Y TRUSSES 1dAY PROVIDE BRACING IF SHFJI: 41NG IS NOT APPLIED. Z TRUSS23 iAJST EE DESIGN=] FCR =URL;N SPAC;NG E=11VAL=.NT TO VALLEY TRUSS SPACNG (NOT TO EXCEED i; O C.I. S. INSTALL YAL' EY—R'USSES (:a• C..^_, MAXIMUIV0 ..ND SEVURE TC BASS TRUSSES AS ?SR =SAP A CA 3 ABOVE a. ERAC_'VALYY'v"J ==e INA.:-.:AGANCE WIT -I THE INCMDUPL DE31GN CRAWINGS. DETAIL B 3/12 PITCH OR LESS) w. TIIT•'N Cnr^ n • .,.... FApril 4, 2001 1 Standard Gable End 1 «W JI GJJ ST GBL.9? TC'-- 20.0 TC«.L 10.0 SCLLG0.0 1a tz0(nl 1 Fiat_= tnaxase Lrlru Incyya 1-i° f Cxe ANS ,I, 1.1-1695, U5C, SS2C ASSCET-6a fOESIGNVANC120M'PH UP -AN ROOF KMI; CAMEGORY11SUILCING XPOSURE C I PifTEk Indu_ pie :.Inc—O)ACa1VAL SPi CE NIAX dX; I 1.4 Typical 12 Varim m Common Truss i I i—AellI 4X5 = • - - 31c4 = I - E • bi3gunal 3r2cing Refer to : -. Jon A -A Stud 1 Species Stud Without Size I &Gade Sparing BFdce Diag. Brace t 1 Mxdmult 1wd LoMth 2 I SYr N0.2 12-O.C, rr11-4 12- 1 21c4I S' •c vc.] 16" O.G 5-11 0 1 11t=1< 1 2X4 I SNP 4!: 2t-0.C, 4-g-5 TY;I= L-arm= NOW T o 2>L VN6cils -fam ; Nals yy1 i fl , VOrStal Saco/ 1 24• Mail {may i 3.), Ylf•• 4) -1Od NAILS7NIINIMLIM, PLYWOOD SHEATHING TO 2x4 STO SPF BLOCK, Roof Sheathing — NOTE: T-3" Max. I. MINIMUM GP WE OF a2 MATERIAL IN THE TOP AND EOTTO41 CHORDS, 2. CONNECTIO• I RETV4EEN BOTTOM CHORD OF GABLEENO RUSS AND WALL TO BE PROVIDED BY PROJECT ENGINE=R OR ARCHITECT, s, BRACING Sh )WN IS FOR INOMDUAL -,-A 9 ONLY. C'NS• ILT BLDG, ARCHITECT OR i ENGINEER P:1R TEMPORY AND PERMANENT BRACING OF ROOF SYSTEM. Lateral BraCln 4. OL GONAL BI ACE TO SE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT =0' O.C. as Required 5. CONSTRUCT _-BRAC CANNEMING A jX6 S. UD AND A 2:4 S' JO AS BROWN YM11 1 ad NAILS SPACED II' C C. L-8114CE TO BE LOCATED AT LEDGES jTHEMIDSPAetCFTHELCNG-EST STUD. ATTACH TD VERTICAL STUDS'MTH (2) tad NAILS, REFER TOE: nDNA-A) End Wali- P2ae 1 of i I i MAGONAL BRACE IECT CNG. 2RACE FLING ANGI4 t I e - 2) • 1 Od I \ 10d NAILS t 1. 1• Tnls r s L 24" o.c_ 12XA STUD OR BE rER SPAI:ED a o48' O.C. WHERE 5 nONGBACK MEETS THE GAe__ TOP CHORD. PROVIDE 2v4 2LOCKING isiBETWEENEFIRSTTWOTRUSScSAS NOTED ABOVE Ai IAC.4 STRONMACK70 BLOC;CNG WITH ( 4)- IOd NAILS. STRCNGBACIC I TOTAL PACE.03 :Khc 5'-0" CORNER SET DETAIL DESIGN WIND SPEED 5 120 MPH MEAN ROOF -HEIGHT 5 30 FT CORNER JACK 5'-W END JACKS EXP: B gyp) — (Typ OCCUPANCY CAT: 11 \'T F3 ENCL OR PARTIALLY ENCL BUILD. A ALS r-(r WX) I. W4r (KAX) CORNER JACKS P&S PARTIAL ROOF LAYOUT HIP JACK REVISION DATE: XX/XX/XX FILE NAME: X TPI-2002 MIN. GRADE OF LUMBER ASCE-7/1998 TC: 2X4 #2 SP rbC-2001 p LOADING as LIVE DEAD TC(PSF) 20 20 BC (PSF) 0 10 del 16DURATIONlullyFACTORvrx SPACING: 24" APR 0 8 4 D 5,* r EOF 10 to 1 T d r, tovi LL.(V ate. 00 Q Fb 4) m In L 3 V I 1111111III' G RTIFIC,4.. No. 3617-7 ' -A The following is the typical repair for non stnictural bottom chord fillers STATE OF 40 TO 111 11 RECOMMENDED REPAIR PROCEDURE l/ v-_ 1. MEASURE DISTANCE FOR NEW LENGTII OF FILLER. P,/12-03 R2 2. APPLY NEW 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB I'D B0170M CIIORD AND FILLER WITH (3)-16d NAILS EACH END of VERTICAL. 3. PEAL BACK THE PLATE OFF THE TOP OF EACH VERTICAL IN THE UNNEEDED LENGTH OF FILLER. 4. CAREFULLY REND BACK THE PLATE OVER TIIE WIDE FACE OF THE BOTT014 CHORD FOR CLEARANCE OF NEW CEILING. 5. CUT UNNEEDED,LENGTII OF FILLER OFF AT EDGE OF VERTICAL SCAB. RI NOTE: BOTTOM CHORD FILLER MAY BE COMPLETELY REMOVED BEING CAREFUL TOFOLLOWPROCEDUREN3ABOVE. R2 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB.1 ATTACH TO BOTTOM CHORD AND FILLER WITII (3) NAILS; IN EACII•. () m ---- 7MI"C CPJ%" llVCn n r. nnnnrr I TT SRN ET-nFTA!L w. .....,., DESIGN WIND SPEED 9 120 MPH MEAN ROOF HEIGHT s 30 FT EXP: B CORNER JACK m'P) OCCUPANCY CAT: II ENCL OR PARTIALLY ENCL BUILD. is 2.64.6 r" P) 18d TOES NAILS 2.0, (MAX) T-O- (MAX) R CORNER JACKS• PfTCW1.41 12 3)18d TOE NAILS 3.8' MIN EQ EQ Z-10' 8-10-1 (MAX) HIP JACK REVISION DATE: XX/XX/XX I FILE NAME: X TPI-2002 MIN. GRADE OF LUMBER ASCE-7/1998 TC: 2X4 #2 SP FBC-2001 BC: 2X4 #2 SP LOADING LIVE DEAD TC (PSF) 20 20 BC (PSF) 0 10 DURATION FACTOR 1.6 SPACING: 24" t 1, 20 ELZTR OF APR 0 8 p6stilli Construction loads come from workers, equipment, and building materials on an unfinished structure. For example, bundles of panel sheathing or gypsum board stacked on trusses temporarily create construction loads. Cargas de construccion vienen de trabajadores, equipo, y materiales de construccion en una estructura sin acabar. Por ejemplo, bultos de entablado de panel o tabla de yeso amontonada sobre los trusses creando cargas de construccion. Make sure that the truss assembly is properly braced ac- cording to the guidelines in BCSI-B1 and BCSI-B2 before placing any construction loads on an unfinished structure. Asegurese que el montaje de truss este adecuadamente arriostrado segun el directriz en BCSI-BI y BCSI-B2 antes de colocar alguna carga de construccion en una estructura sin acabar. Q Stacking excessive construction loads on floor or roof trusses is an unsafe act. Failure to follow these recommendations could lead to property damage, or worse, serious personal injury or death. Apilando cargas de construccion excesivas en trusses de piso u techo es un acto peligroso. Fallar en seguir estas recomendacidnes puede causar dano a la propiedad, o peor, grave herida personal o muerte. Q Trusses that have been over -stressed due to excessive construction loading will usually show excessive sagging deflection), or in more severe cases may show broken webs and/or chord members or web members that have pulled out of the plated joints. Trusses que han sido estresados de mas debido a cargas de construccion excesivas usualmente demuestran una desviacidn excesiva, o en casos mas severos pueden demostrar miembros secundarios quebrados y/o miembros de cuerda o miembros secundarios que han jalado fuera de la lamina de coyunctura. CONSTRUCTION LOADING Q_QS AND DON'TS QUE HA Y NO HA CER CON LAS CARGAS DE CONSTRUCCION DON'T stack materials on unbraced (S) DONT exceed stack heights listed in the table. trusses. NO exceda la altura de monton indicada en la tabla que sigue NO amontone materiales sobre trusses que no ester) arriostrados. S) DON'T overload the trusses. NO sobrecargue los trusses. Maximum Stack Height for Material on Trusses Maximua Altura de Monton par Material arriba de los Trusses Material - Material Height - Altura Gypsum Board - Tabla de Yeso 12" - 12 pulgadas Plywood or OSB - Madera Contrachapadu u OSB 16" - 16 pulgadas Asphalt Shingles - Teja de Asfalto 2 bundles - 2 bultos Concrete Block - Bloque de Concreto 8" - 8 pulgadas Clay Tile - Azulejo de Barro 3-4 tiles - 3-4 azulejos WonstLoad 20040501 0 DO distribute loads over as many trusses as possible. Position sheets flat with the longest edge perpendicular to the trusses as shown. SI distribuye cargas sobre el mayor numero de trusses que sea posible. Posicione laminas con el filo mas largo perpendicular a los trusses Como indica el dibujo. u DON? allow the stack to lean against walls, or stack materials so they overload single or small groups of trusses. NO permite que el monton se incline contra ninguna pared, o apile materiales para sobrecarguen uno u grupos pequenos de trusses. J( DO stack materials along outside supports or directly over inside supports of properly braced structures. SI apile materiales a el lado de los soportes de afuera o directamente sobre los soportes de adentro de estruc- turas que estan arristradas apropiadamente. MINION III DON'T overload trusses with materials midway between supports. NO sobrecargue los trusses con materiales a mitad de los soportes. DON'T drop loads on trusses. The impact can damage the trusses even if the load is small. NO deje caer cargas arriba de los trusses. El impacto puedo dan" ar los trusses a6n que sea pequena la carga. ili v I I\ 1 1%I DO leave construction materials on lifting equipment until installation, if possible. SI deje materiales de construcccion arriba de el equipo de levantar hasta la instalacion si es posible. DON? stack materials at locations that will produce instability, such as on cantilevers or near truss -to -girder connections. NO apile materiales en un lugar que puede producir in- estabilidad como en voladiza o cerca de /as conecciones de trusses a viga. Cantilever-.i Girder Truss r This document replaces WTCA's TTB Construction Loading This document summarizes Part 4 of an 11-part informational series titled: Building Component Safety Information BCSI 1-03 - Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Copyright © 2004 Wood Truss Council of America and Truss Plate Institute. All Rights Reserved. This guide or any part thereof may not be reproduced in any form without the written permission of the publishers. Printed in the United states of America. U111CR' WOOD TRUSS COUNCIL OF AMERICA One WTCA Center 6300 Enterprise Lane • Madison, WI 53719 608/274. 4849 • www.woodtruss.com TRUSS PLATE INSTITUTE 583 D' Onofrio Drive Madison, WI 53719 608/833- 5900 • www.tpinst.org Adams Building Materials 2443 W Airport Blvd. To: Delivery List Job Number: 311223SanfordCharlieJones Phone:1 Fax:1 Page: 1 Date: 04-26-2005 - 11:26:39 AM Project: County Seminole Model: Loading shingle Project ID: 311223 Contact: Site: Office: Deliver To: 1300 West 12th Street Account No: Charlie00 Designer: mtm Name: Phone: 407468-7205 Sanford, FL Salesperson: House Designer Craig Seats yesTentativeDeliveryDate: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Load By: 9-7 1 A01 26-0-0 ROOF TRUSS 5.00 1-4-0 1-4-0 140 lbs. each 2X4/2X6 1 0.00 pS - 9-7 1 A02 26 - 0 - 0 ROOF TRUSS 5.00 1-4-0 1-4-0 119 lbs. each 0.00 T .om - 4-7-7 2 A03 26 - 0 - 0 ROOF TRUSS 5.00 1-4-0 1-4-0 118 lbs. each 0.00 Set-- 1 A04 26 - 0 - 0 ROOF TRUSS 5.00 1-4-0 1-4-0 119 lbs. each 0.00 pS- 5-5-7 1 A05 26 - 0 - 0 ROOF TRUSS 5.00 1-4-0 1-4-0 133 lbs. each I Row Lat Brace 2.50 Saws - 6-3-7 13 A06 26 - 0 - 0 SCISSORS 5.00 1-4-0 1-4-0 127 lbs. each 1 Row Lat Brace 2.50 6-3.7 3 A07 26-0-0 FINK 5.00 1-4-0 1-4-0 119 lbs. each 0.00 Q1 CorripSaw - il-7 1 B01 16-4-0 ROOF TRUSS 5.00 0-0-0 1-4-0 70 lbs. each 0.00 1 mp,}y- - 3-9-7 1 B02 16 - 8 - 0 ROOF TRUSS 5.00 0-0-0 1-4-0 66 lbs. each 0.00 5 EJ5 4 - 11 - 0 ROOF TRUSS I1-1 5.00 1-4-0 0-0-0 17 lbs. each 0.00 Q-T Comps - 3-9-7 9 EJ7 7-0-0 ROOF TRUSS 5.00 1-4-0 0-0-0 24 lbs. each 0.00 T CompS - 3-3-1 1 EJ7A 7-0-0 MONO TRUSS 5.00 0-0-0 0-0-0 31 lbs. each 2X4/2X6 0.00 T Comp,SnwS - 1-3-1 10 CJl 0 - 11 - 0 ROOF TRUSS 5.00 1-4-0 0-0-0 5 lbs. each 0.00 CT OompqaWS - 9 CJ3 2- 11 - 0 ROOF TRUSS 1_1 5.00 1-4-0 0-0-0 I I lbs. each 0.00 1-6-10 1 CJ3A 2-7-0 ROOF TRUSS 5.00 0-0-0 0-0-0 8 lbs. each 0.00 Q - 6 05 4 - 11 - 0 ROOF TRUSS 11-1 5.00 1-4-0 0-0-0 17 lbs. each 0.00 I1-5 2 KJ5 7 - 0 - 14 ROOF TRUSS 3.54 1 - 10 - 10 0-0-0 29 lbs. each 0.00 OT CompsawS - 3-9-5 3 KJ7 9 - 10 - 13 ROOF TRUSS 3.54 1 - 10 - 10 0-0-0 41 lbs. each 0.00 2 5 8 1 VK1 8-0-0 KDVALLEY 6.00 1-4-0 1-4-0 40 lbs. each 2X6/NONE 0.00 1 1 1 QT .om - Adams Building Materials 2443 W A port Blvd. TO Delivery List Job Number: 311223SanfordCharlieJones Phone:l Fax:1 Page: 2 Date: 04-26-2005 - 11:26:39 AM Project: County Seminole Model: Loading shingle Project ID: 311223 Contact: Site: Office: Deliver To: 1300 West 12th Street Account No: Charlie00 Designer: mtm Salesperson: House Name: Phone: 407-468-7205 Sanford, FL Designer Craig Seats yesT-t.ri- rWi.,a'., rl.t • MISC. ITEMS Quantity: Description: 2 LUS24 WARNING: We wam that trusses can cause property damage or personal injury if improperly installed or braced. Customer's, or his agent's acceptance hereof shall constitute his affirm- ative repesentation that he is fully trained in the proper and safe methods of truss installation and bracing. Refer to the provided pamphlet entitled " Bracing Wood Truss: Commentary and Recommendations", published by Truss Plate Institute, Inc. Do not cut, alter, or use damaged trusses without engineering approval. It is the customer's responsiblity to provide access to the jobsite. Trusses remain our property until full payment is made. ACCEPTED BY: Date: Job Truss Truss Type Oty Ply CHARLIE JONES -12TH 8 OLIVE - CRH 311223 A01 ROOF TRUSS 1 1 Job Reference (optional) Adams buy.%[g Marenals, ,,anroru, rL JLf r 1, Anna UaV15 .-Y .. ... , — —1 - , ,. , OV-611- • "I 1-4-0 1 4-0-5 7-0-0 11 0 9 14-11-7 19-0-0 21-11-11 26 0-0 27 4-0 1-4-0 4-0-5 2-11-11 4-0-9 3-10-13 4-0-9 2-11-11 4-0-5 1-4-0 5ca14 . 1:40.9 4t0 = 3 U4 = Zt4 II say = 4 5 0 2K5 II Us = 4c5 = 40 = 24 11 0-M 0-" 7-" 11-0.9 14-11-7 19-" 26-0-0 7-0-0 4-0-9 3-10-13 4-0-9 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.17 12-13 >999 360 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.32 12-13 >941 360 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 140lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 2-10-3 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 7 = 1394/043-0 2 = 1835/041-0 Max Horz 2 = 60(load case 4) Max Uplift 7 =-199(load case 3) 2 =-199(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1.2 = 31 2-3 = -3929 3-4 = -3923 4-5 = -3324 5-6 = -3324 6.7 = -2792 7.8 = 31 BOTCHORD 2-13 = 3540 13-14 = 3590 12-14 = 3590 11.12 = 3923 10-11 = 2506 9-10 = 2506 7-9 = 2497 WEBS 3-13 = 978 3.12 = 408 4-12 = 257 4-11 = -743 5-11 = -180 6-11 = 1003 6-9 = 175 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; enclosed;MWFRS interiorzone;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 7 and 199 lb uplift at joint 2. 5) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 474.81b down at 7-0-0, and 700.Olb down at 9-0-0 on bottom chord. The design/setecdon of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Luml Job Truss Truss Type Oty Ply CHARLIE JONES - 12TH 8 OLIVE - CRH 311223 A02 ROOF TRUSS 1 1 Job Reference o tlonal 1720-0 o a. — a may ov — m1 I V. If1uubw1 , Inc. I ue Apr za I]:] bi Luuo rage 7 1-4-0 7-" 11-0-9 14-11-7 19-" 26-0-0 27-4-0 1-4-0 7-" 4-0-9 3-10-13 4-0-9 7-" 1-4-0 Scala • 1:46.9 4x6 = 3 3.4 = 2.4 II 4x6 = 6 6 2x4 II 3x4 = 3a6 = Us = 2.4 II 0-" 0-" 7-" 11-0.9 14-11-7 19-" 26-0-0 7-" 4-0-9 3-10-13 4-0-9 7-" LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) l/deff Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.24 11-12 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.45 11-12 >668 360IBCLL0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.14 7 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 120lb LUMBER TOP CHORD 2 X 4 SYP No.2 SOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 2-7-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 1980/0-8-0 7 = 1980/0-8-0 Max Horz 2 = 57(load case 5) Max Uplift 2 = 199(load case 2) 7 = 199(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 27 2-3 = -4181 3-4 = 4580 4.5 = -4577 5.6 = 4578 6-7 = 4182 7-8 = 27 BOT CHORD 2-13 = 3761 12-13 = 3793 11-12 = 4579 10-11 = 3793 9-10 = 3793 7-9 = 3761 WEBS 3-13 - 647 3-12 = 974 4-12 = 421 4-11 = .2 5-11 = 420 6-11 = 971 6-9 = 648 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf; BCDL=S.Opsf; Category 11; Exp 8; enclosed;MWFRS interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift atjoint 2 and 199 lb uplift at joint 7. 5) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 474.81b down at 19-0-0, and 474.81b down at 7-0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Job Truss Truss Type Oty Ply CHARLIE JONES -12TH 8 OLIVE - CRH 311223 A03 ROOF TRUSS 2 1 WAdamqR1ru— Mnf—i.le q.. mrd Fl q»A.—, n— F—. Job Reference (optional) 3 ter " "'' " --u—, u1c. l ue r,pr zo , 1:1 bldeua rage 1 1-4-05-8-11 9-M 17-" 20-3-5 26-0-0 27-4-0 1- 4-0 5-8-11 3-3-5 8-" 3-35 5-8-11 1-4-0 SUM • 1:48.9 0-" sxe = 4xa = 4 e U4 = 3x4 = 9- 0 0 17-" 26-0-0 9- 0-08-" 9-0-0 0-" LOADING( psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-" Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2001/ANSI95 CSI TC 0.43 BC 0.45 WB 0.10 Matrix) DEFL Vert( LL) Vert( TL) Horz( TL) in ( loc) 0. 08 11 0. 23 7-9 0. 06 7 I/ deb 999 999 n/ a Ud 360 360 n/ a PLATES GRIP M1120 249/190 Weight: 119 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP No.3 BRACING TOPCHORD Sheathed or 4-5-12 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS T- Brace: 2 X 3 SYP No.2 - 5-11 Fasten T and I braces to narrow edge of web with 1 Od Common wire nails, gin o.c.,with 41n minimum end distance. Brace must cover 90% of web length. REACTIONS ( lb/size) 2 = 1027/041-0 7 = 102710-8-O Max Horz 2 =- 68(load case 5) Max Uplift 2 =- 203(load case 4) 7 =- 203(load case 51 FORCES ( lb) - First Load Case Only TOP CHORD 1- 2 27 2-3 1806 3- 4 1615 4-5 1484 6- 6 1615 6-7 1806 7- 8 27 BOTCHORD 2- 11 1607 10-11 1484 9- 10 1484 7-9 1607 WEBS 3- 11 159 4-11 261 5- 11 0 5-9 262 6- 9 160 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf; BCDL=S.Opsf; Category 11; Exp B; enclosed;MWFRS interior zone;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift atjoint 2 and 203 lb uplift atjoint7. LOAD CASE(S) Standard Job Truss Truss Type oty Ply CHARLIE JONES - 12TH 8 OLIVE - CRH 311223 A04 ROOF TRUSS 1 1 Jab Reference o tional V-u ,.,ay — — l an nuusmes, Inc. i ue ,vpr zo 1 in bt-6uuo rage 1 1-4-0 6$5 11-0-0 15-" 19-5-11 26-0-0 27-4-0 1-4-0 6-6-5 4-5-11 4-0-0 4-5-11 6-6-5 1-4-0 Sc4M • 1:46.9 Ors = 4.5 - 4 5 3 20 u 0-0-0 0-0-0 6-6-5 11-0-0 15-" 19-5-11 26-" 6-6-5 4-5-11 4-0-0 4-5-11 6-6-5 Plate Offsets (X,Y): [2:0-3-0,0-1-8] [7:0-3.0,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.12 9-11 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) 0.19 9-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight 120 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 44-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 1027/0.8-0 7 = 1027/0-8-0 Max Horz 2 =-78(load case 5) Max Uplift 2 =-217(load case 4) 7 =-217(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 27 2-3 = -1857 3-4 = -1404 4-5 = -1256 5-6 = -1404 6-7 = .1857 7-8 = 27 BOT CHORD 2.13 = 1638 12-13 = 1638 11-12 = 1256 10-11 = 1638 9-10 = 1638 7-9 = 1638 WEBS 3-13 = 129 3-12 = -456 4-12 = 309 5-11 = 309 6-11 = 456 6-9 = 129 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; enclosed;MWFRS Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift atjoint 2 and 217 lb uplift atjoint 7. LOAD CASE(S) Standard 311223 IA05 Type TRUSS Z 5.100 s 26 11: 1-4-0 1 5-10-0 11-" 1 15-" 20-2-0 26-0-0 27-4-0 1.4-0 5-10-0 5-2-0 4-0-0 5-2-0 5-10-0 1-4-0 Sulu • 1:45.7 W = 4 W = 5 3.6 0-0-0 0-" 5-10-0 11-" 13-0-0 15-" 20-2-0 26 0 0 5-10-0 5-2-0 2-0-0 2-" 5-2-0 5-10-0 LOADING(psf) TCLL 20.0 SPACING Plates Increase 2-" 1.25 CSI TC DEFL in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber Increase 1.25 0.33 BC 0.71 Vert(LL) Vert(TL) 0.26 11 0.49 11 999 619 360 360 M1120 249/190 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.31 7 n/a n/aBCDL10.0 Code FBC2001/ANS195 Matrix) Weight: 134 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.2 *Except* F22X4SYP No.3 BRACING TOP CHORD Sheathed or 3-3-7 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-11.10 oc bracing. Except 1 Row at midpt 7-10 REACTIONS ( lb/size) 2 = 1027/0-8-0 7 = 1027/0-8-0 Max Horz 2 =- 77(load case 5) Max Uplift 2 =- 217(load case 4) 7 =- 217(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1- 2 = 24 2-3 = -3256 3- 4 = -2613 4-5 = -2819 5- 6 = -2613 6-7 = -3256 7- 8 = 24 BOT CHORD 2- 13 = 2973 12-13 = 2978 11- 12 = 2421 10-11 = 2421 9- 10 = 2978 7.9 = 2973 WEBS 3- 13 = 91 3-12 = -541 4- 12 = 286 4-11 = 630 5- 11 = 630 5-10 = 286 6- 10 = -541 6-9 = 91 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; enclesed;MWFRS interior zone;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Bearing atjoint(s) 2, 7 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 2 and 217 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type pry Ply CHARLIE JONES -12TH 8 OLIVE - CRH 311223 A06 SCISSORS 13 1 Job Reference o 0onal 3 r vB j" co . ,:, bt-6vuo rage 1 1-4-0 B-8-8 13-" 19-3-8 26-0-0 27 4-0 14-0 6-8-8 6-3-8 6-3-8 6-8-8 1.4-0 sub - 1:45.9 05 = us _ o-0-0 oo-ooao - 6.8.8 13-M 19-3-8 26-0-0 6-8-8 6-3-8 6-3-8 6-8-8 LOADING(pso SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.26 9-10 999 360 M1120 249/190TCDL7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) 0.50 8-9 603 360 BCLL 0.0 Rep Stress Ina YES WB 0.61 Horz(TL) 0.31 6 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 128lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.2 'Except' F2 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 3-2-5 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-3-13 oc bracing. Except 1 Row at mldpt 6-9 REACTIONS (lb/size) 2 = 1027/0.8.0 6 = 1027/0-8-0 Max Horz 2 = 87(load case 5) Max Uplift 2 = 228(load case 4) 6 = 228(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 24 2-3 = -3250 3-4 = -2368 4.5 = -2368 5-0 _ -3250 6-7 = 24 BOTCHORD 2-10 = 2970 9.10 = 2974 8-9 = 2974 6-8 = 2970 WEBS 3-10 = 123 3-9 = -769 4-9 = 1415 5-9 = -769 5-8 = 123 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98; 120mph; h=20ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp 8; enclosed;MWFRS interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing atjoint(s) 2, 6 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228 lb uplift atjoint 2 and 228 lb uplift atjoint6. LOAD CASE(S) Standard ob Truss Truss Type city Ply ICHARLIE JONES -12TH 8 OLIVE -CRH 71223 A07 FINK 3 1 Job Reference o tlonal Adams Btd" Materials, Sanford, FL 32771. Anna Davis 5.100 s May 30 2003 MITek Industries, Inc. Tue Apr 26 11:11:30-eB5 Page i 14-07-5-6 13-0-0 18-6-10 26-0-0 27.4-0 1- 4-0 7-5-6 5-6-10 5-6-10 7-5-6 14-0 scab • 1:48.3 0- M 45 = 4 z. 4 n 7- 5.6 13-" 18-6-10 26-0-0 7- 5-6 5-6-10 5-6-10 7-5.6 0-" 1i LOADING( psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-" Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2001/ANSI95 CSI TC 0.39 BC 0.50 WB 0.42 Matrix) DEFL In floc) Well Ud Vert( LL) -0.08 2-11 >999 360 VeNTL) - 0.18 2-11 >999 360 Horz( TL) 0.06 6 n/a n/a PLATES GRIP M1120 249/190 Weight: 119 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 4-3-13 oc purtins. BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS ( lb/size) 2 = 1027/0.8-0 6 = 1027/0-8-0 Max Horz 2 =- 89(load case 5) Max Uplift 2 =- 229(load case 4) 6 =- 229(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1- 2 = 27 2-3 = -1820 3- 4 _ -1257 4-5 = -1257 5- 6 = -1820 6-7 = 27 BOTCHORD 2- 11 = 1599 10-11 = 1599 9- 10 = 1599 8-9 = 1599 6- 8 = 1599 WEBS 3- 11 = 156 3-10 = -573 4- 10 = 653 5-10 = -573 5- 8 = 156 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98; 120mph; h=20ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; enclosed;MWFRS Interior zone;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 2 and 229 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply CHARLIE JONES -12TH 8 OLIVE - CRH 311223 B01 ROOF TRUSS 1 1 edv,nc Ru1lAinn \A reANn CnnrnM Job Reference(optional) may av cwe nu tun 111-uluu. 111U. I Uu Apr za i r--m:JL euuo Yage 1 4.8-0 8-0-0 11-4-0 16-4-0 17-8-0 4-8-0 3-4-0 3-4-0 5-0-0 14-0 Sc44 • 1:29.3 4,e = 2.4 II 3 W _ 4 4.8-0 8-M 11-4-0 164-0 4-8-0 3-4-0 3-4-0 5-0-0 LOADING(psf) SPACING 2-" CSI DEFL In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.04 5.7 999 360 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.04 5-7 999 360 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 71 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 1 = 48/0-8-0 5 = 645/0-84 9 = 1314/0-8-0 Max Horz 1 =-64(load case 5) Max Uplift 1 =-91(load case 7) 5 = 408(load case 5) 9 =-505(load case 5) Max Grav 1 = 47(load case 5) 5 = 648(load case 7) 9 = 1314(foadcase 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 352 2-3 533 34 533 4-5 992 5-6 27 BOT CHORD 1-9 262 8-9 329 7-8 880 5-7 857 WEBS 2-9 976 2.8 1022 3 8 256 4-8 411 4.7 328 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; encfosed;MWFRS interior zone; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 1, 408 lb uplift at joint 5 and 505 lb uplift at joint 9. 5) Girder carries hip end with 5-0-0 end setback 6) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 215.81b down and 87.41b up at 114-0, and 201.41b down and 81.61b up at 4-" on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. Job Truss Truss Type Ply CHARLIE JONES - 12TH 8 OLIVE . CRH 311223 B02 ROOF TRUSS 7'7y 1 AdamAdaBuildina Materials. Sanford. FL 32771. Anna Davis Job Reference optional) ay an uwusuicn, inc. i ue Apr co .71. L7:32 NVD rage 1 7- 0-0 9 1-0 16-8-0 V V V 18- M 7- 0-0 2-8-0 7-0-0 1-4-0 scm.. 1:29.4 4. e - 05 = 2 3 t 30 = 0-" 0-" 7-" 9-8-0 7- M 2-8-0 7-" li 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 FBC2001/ANSI95 CSI TC 0.37 BC 0.40 WB 0.07 Matrix) DEFL in (loc) I/defl L/d Vert( LL) -0.06 1-7 >999 360 Vert( TL) -0.14 1-7 >999 360 Harz( TL) 0.02 4 n/a n/a PLATES GRIP M1120 249/190 Weight 67lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 5-9-9 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 1 = 594/Mechanical 4 = 694/0-8-0 Max Harz 1 =- 65(load case 5) Max Uplift 1 =- 89(load case 4) 4 = 168(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1- 2 = -1028 2-3 = -862 3- 4 = -1006 4-5 = 27 BOTCHORD 1- 7 = 882 6-7 = 889 4. 6 = 855 WEBS 2. 7 = 130 2-6 = -42 3- 6 = 131 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98; 120mph; h=20ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; enclosed;MWFRS interior zone;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 1 and 166 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 12TH 8OLIVES-,C4RH 311223 CJ1 ROOF TRUSS 101ce7CHAReLf"eEreJrONES a A...n C..IIA1.... I.. ..J..I.. C.. l.. 1 nnn optional) I 0-" .-- " .- -- ..." a^ -I ........ n.0 ny1 co 1 ... I.— 4vuo raga I 0-11-0 I r1 Scale - 1:5.4 LOADING(pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-" Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2001/ANSI95 CSI TC 0.10 BC 0.02 WB 0.00 Matrix) DEFL in (loc) I/de0 Vert(LL) 0.00 5 >999 Vert(TL) 0.01 1 >999 Horz(TL) 0.00 3 n/a Ud 360 360 n/a PLATES GRIP M1120 249/190 Weight: 5 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 0-11-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = -30/Mechanical 2 = 170/0-8-0 4 = 2/Mechanical Max Horz 2 = 42(load case 4) Max Uplift 3 =-30(load case 1) 2 =-128(load case 4) Max Gray 3 = 53(load case 4) 2 = 170(load case 1) 4 = 2(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 26 2-3 = -33 BOTCHORD 2-5 = 0 4-5 = 0 NOTES 1) Wind: ASCE 7.98; 120mph; h=20ft; TCDL=4.2psf; BCDL=5.opsf; Category 11; Exp B; enciosed;MWFRS interior zone; porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift atjoint 3 and 128 lb uplift atjoint 2. LOAD CASE(S) Standard Job Truss Truss Type City Ply CHARLIE JONES -12TH 8 OLIVE - CRH 311223 CJ3 ROOF TRUSS 9 1 1-2-4 Job Reference (optional) 1 o ,nar ev cwa m i nn umusultls, inc. i ue Ap6 ft 1 :l 1:s3 zuuo rage 7 2.4 = 2-11-0 -%xLn scd. • 1:9.0 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-" Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Code FBC20011ANSI95 CSI TC 0.14 BC 0.03 WB 0.00 Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in (loc) Well Ma - n/a 0.02 1 >839 0.00 3 n/a 0.00 2-4 >999 L/d 999 360 n/a 360 PLATES GRIP M1120 249/190 Weight 11 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 2-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 38/Mechanical 2 = 214/0-8-0 4 = 26/Mechanical Max Harz 2 = 70(load case 4) Max Uplift 3 =-22(load case 3) 2 =-147(load case 4) 4 =-22(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 27 2-3 = -43 BOT CHORD 2-4 = 0 NOTES 1) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf; BCDL=5.opsf; Category 11; Exp B; enclosed;MWFRS interior zone; porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for buss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 3, 147 lb uplift at joint 2 and 22 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply JONES - 12TH 8 OLIVE - CRH 311223 CJ3A ROOF TRUSS 1 1 CHARUE 1-1-6 Job Reference (optional) II-0——..., 0 ,—y — cvw N 1.tl41rl—bulub, 1116. 1 uu Mpr za 1 r r11:CJ [uue rage I I 2-7-0Q i 2-7-0 scre • 1:8.8 7.. _ 2-7-0 2-8-0 2-7-0 0-1-0 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 Incr YES Code FBC2001/ANSI95 CSI TC 0.05 BC 0.02 WB 0.00 Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) Wlnd(LL) In (loc) n/a 0.00 1.3 0.00 2 0.00 1-3 Well n/a 999 n/a 999 Ud 999 360 n/a 360 PLATES GRIP M1120 249/190 Weight: 8 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 2-7-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 79/0-8-0 2 = 57/Mechanical 3 = 22/0-3-8 Max Horz 1 = 40(load case 4) Max Uplift 1 =-34(load case 4) 2 = -38(load case 4) 3 =-18(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 22 BOT CHORD 1-3 = 0 NOTES 1) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2pst; BCDL=S.Opsf; Category II; Exp B; enclosed;MWFRS interior zone; porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift atjoint 1, 38 lb uplift atjoint 2 and 18 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply CHARLIE JONES - 12TH 8 OLIVE - CRH 311223 CJS ROOF TRUSS 6 1 Aflame R. lldinn M.t.riale R ford ci 10771 A....., n.,,... Job Reference . Clonal 2-0-4 V-V-V t ix1 = 4-11-0 ny' vd-b...aa cvva rage 7 Scale • 1:Izs LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.19 Vert(LL) n/a . n/a 999 M1120 249/190TCDL7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.02 1 834 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight 18lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOPCHORO Sheathed or 4-11-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 105/Mechanical 2 = 274/0.8-0 4 = 45/Mechanical Max Horz 2 = 98(load case 4) Max Uplift 3 =-58(load case 4) 2 =-110(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 27 2-3 = 34 BOTCHORO 2-4 = 0 NOTES 1) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; enclosed;MWFRS interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3 and 110 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type City Ply CHARLIE JONES -12TH 8 OLIVE - CRH 311223 11___ EJS ROOF TRUSS 5 1 Job Reference (optional) 2-04 v-J-o 1 2M = U. Mhf LD„1 i-1 i:aa zuuo rage i sca. • 1: 12.6 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plates Increase 1.. 5 TC 0.19 Vert(LL) n/a . n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.02 1 >834 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 18 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 4-11-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3 = 105/Mechanical 2 = 274/0-8-0 4 = 45/Mechanical Max Horz 2 = 98(load case 4) Max Uplift 3 = 58(load case 4) 2 = 110(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 27 2-3 = 34 BOT CHORD 2-4 = 0 NOTES 1) Wind: ASCE 7.98; 120mph; h=20ft; TCOL=4.2psf; BCDL=5.0psf; Category II; Exp B; enciosed;MWFRS Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 Ib uplift at Joint 3 and 110 lb uplift at Joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply JONES - 12TH S OLIVE -CRH 311223 EJ7 ROOF TRUSS 9 1 ICHARLIEJobReference o IlonalArLin o --...-.-• . - __.- _„-.,, ;,. a —ay av —va — j un inuusuies, mc. i ue Apb!6-d 1:1 i:;T.7 zuuD rage 1 1-4-0 7-M S.W. • 1:17.1 3 0-0-0 LW = 0-" LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) We - n/a 999 MII20 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.17 1 >120 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 24 lb LUMBER TOP CHORD 2 X 4 SYP No.2 SOT CHORD 2 X 4 SYP No.2 BRACING TOPCHORD Sheathed or 6-" oc purllns. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 167/Mechanical 2 = 34610.8-0 4 = 66/Mechanical Max Horz 2 = 127(load case 4) Max Uplift 3 =-96(load case 4) 2 =-115(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 27 2-3 = 53 BOTCHORD 2-4 = 0 NOTES 1) Wind: ASCE 7-96; 120mph; h=20ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; enclosed;MWFRS interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at Joint 3 and 115 lb uplift at Joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply CHARLIE JONES -12TH rt OLIVE - CRH 311223 EJ7A MONO TRUSS 1 1 Job Reference (optional) ar ,,., .„,uajYjj?411, t un eV1 co 11.1 1:04 cuuo rage i 4-0-5 i 7-" 4-0-5 2-11-11 3x4 II Scat. - 1:1Q4 Z 4-0-5 7-0-0 4-0-5 2-11-11 Plate Offsets (X,Y): r1:0-1 0,0-1 -81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.07 1-3 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.15 13 >528 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 31 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No.1 D WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 7-0-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 9-8-4 oc bracing. REACTIONS (lb/size) 1 = 409/03.8 3 = 689/Mechanical Max Horz 1 = 95(load case 4) Max Uplift 1 =-32(load case 4) 3 =-72(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 56 23 = -181 BOTCHORD 1-4 = 0 3-4 = 0 NOTES 1) Wind: ASCE 7.98; 120mph; h=20ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; enclosed;MWFRS Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32lb uplift at joint 1 and 72lb uplift at joint 3. 4) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 601.21b down at 5-0-12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert 13 = -20.0 1-2 = -54.0 Concentrated Loads (lb) Vert 4=-601.2 Job Truss Truss Type Oty Ply JONES -12TH & OLIVE - CRH 311223 KJ5 ROOF TRUSS 2 1 ICKARLIEJobReference (optional)2-0-1 11 g-0io -...-- —.- '.. vv a —ay " c-w — , en 111G. I un M11r za 1 I; 1:JJ NV o VOW 1-10-10 1 4-1-11 1 7-0-14 1-10-10 4-1-11 2-11-3 z a = 2-0-12 0-" 0-0-0 LOADING(ps0 SPACING 2-" CSI DEFL in (loc) UdeO L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.02 2.7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.07 1 >374 360 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight 30 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP No.3 BRACING TOPCHORD Sheathed or 6-" oc pudins. BOTCHORD Rigid ceiling directly applied or 9-5-11 oc bracIng. REACTIONS (lb/size) 4 = 70/Mechanical 2 = 457/0.11-5 5 = 236/Machanical Max Horz 2 = 108(load case 2) Max Uplift 4 = 42(load case 3) 2 = 372(load case 2) 5 = 207(load case 21 FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 28 2-3 567 3-4 = 15 BOTCHORD 2-8 = 500 7.8 500 6.7 = 500 5-0 0 WEBS 3-7 = 151 3-6 553 NOTES 1) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; enciosed;MWFRS interior zone; porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42lb uplift at joint 4, 372lb uplift at joint 2 and 207 lb uplift at joint S. 4) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88.41b down and 184.51b up at 4.4-12 on top chord, and 15.11b down at 1-6-12, and 45.41b down at 4-4-12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4 = -54.0 2-5 = -20.0 Concentrated Loads (lb) Vert 7=-45.4 3=-88.4 8=-15.1 Job Truss Truss Type city Ply CHARLIE JONES -12TH 8 OLIVE - CRH 311223 KJ7 ROOF TRUSS 3 1 Job Reference (optional) o, iuu a may oV cuvo mi i eft muusures, mc. 1 ue Npr zb 11:11:j4 [uub 11CM, 1-10-10 4-11.6 9-10-13 1-10-10 4-11.6 4-11-7 24 = 2-10-12 0-)-0 0-" 3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.03 6-7 999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) 0.09 1 307 360 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n1a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 42lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4 = 240/Mechanical 2 = 42610-11-5 5 = 336/Mechanical Max Horz 2 = 182(load case 2) Max Uplift 4 =-227(load case 3) 2 =-131(load case 2) 5 =-53(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8 = 24 2-8 = 24 2-3 = -859 3-4 = 50 BOTCHORD 2-7 = 807 6-7 = 807 5-6 = 0 WEBS 3-7 = 136 3-0 _ -846 NOTES 1) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf; BCDL=S.Opsf; Category 11; Exp B; enclosed;MWFRS interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift atjoint 4, 131 lb uplift at joint 2 and 53 lb uplift atjoint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-8 = -54.0 Trapezoidal Loads (plf) Vert 8=0.0-to-4=133.6, 2=1.7-to-5=-49.5 Job Truss Truss Type Oty Ply CHARLIE JONES -12TH 8 OLIVE - CRH 311223 VK1 KDVALLEV 1 1 Job Reference (optional) 0 WS ouuwny malnnais, Cidi , rL ucr r 1, Anna Davis 5.100 SM30 2003 MiTek Industries, Inc. Tue Apr 26 11:15:04 2005 Pape 1 4-0-0 8-0-0 8-4-0 4-0-0 4-0-0 1-4-0 8-" LOADING(psf) SPACING 2-" TCLL 20.0 Plates Increase TCDL 7.0 Lumber Increase BCLL 0.0 Rep Stress Ina BCDL 10.0 Code 0-5-8 Design Problems *** REVIEW REQUIRED Truss Unstabin — Scat • 1:19.2 0 ti L zADGIME: 3BUILDING MATERIALS JOB NUMBER: 311223 CUSTOMER: CHARLIE JONES JOB NAME: 12TH & OLIVE DRAWN BY : CRAIG DATE: 11/17/04 PITCH: 5/12 O.H.: 16" BEARING: 8" LOADING: SHINGLE m^ Ln GENERAL NOTES l DIMENSIONS ARE SHOWN IN F-I-S FORMAT l FEET-wcs-Sn T[DM6 ) INTERIOR BEARING WALLS ® HEIGHTS NOTED DESIGN WIND LOAD IS 120 MPH ANY TRUSSSHALTY L BE RESPONSIBLEEkOR THE REOUIREDREPAIR SURMMARY SHEETHANDLING TRUSS PLATERNSTITUTE (T.IP.I.) BYABUILDERLUNLESSTOTHERWISENN07ED YFRAMEDAREAS A- e Im k/ &CRAG wa!ƒ 8 B RFz 0 2-zUSPq ffAffR k - ke ! 2 k C/) E% < w W O Z IS 2 u K Z s@— LAO LLj 2] 6 2 § 0 o e d z @ o r @ T- L q eCykL6 2 k z o I ofE b i'" 'a CITY OF SANFORD PERMIT APPLICATION Permit # ; O y I / Date: / / , Job Address: L7 l.n. S :52AIr/tQ Description of Work: 4/_--- r 0 Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Electrical: New Service ZNon- MPS Mechanical: ResidentialResidential Plumbing/ New Commercial: # of Fixtures _ Plumbing/New Residential: w of Water Closets. Mechanical f Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pule _ Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines It of Gas Lines Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: _ # of Dwelling Units: Flood Zone: (FEM11A form required for other than X) Parcel #: Owners Name & Address: T.Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Attach Proof of Ownership & Legal Description) Phone: r jtState License Number: Contact Person: (S_Phone: .3c Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured I'or ELECTRICAL_ WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and toning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI E: In addition to the requirements of* this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county. and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 42AA,4:2 Signature of Owner/Agent Date Signature of Contractor Agent Date Print Owner/Agent's Name Pri Signature of Notary -State of Florida Date Owner/Agent is __ Personally Known to Me or Produced ID 41 C' APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) (Initial & Date) Special Conditions: Dr u EiANTON ON # DD 188491 rujr 2s 2107. 4gent is Pcrso ialw KndH n to Utilities: FD: Initial & Date) Date mrnai a: Irate) POWER OF ATTORNEY Date: 3 D c BiAll a ov, P.avi G 1.6s 1, 410ojijgw l3Arre7r , do herby authorize t1X S to pull. the. 14 rPx% nermit for 1/l,2 Gv r 7f7 -:K Tore ofnermir P.flhIPG Not rr Personally Anown to me or drivers license # State of Florida, County of yAMM KAG , 20 Ole. 0h ,addIress BW-W-- Lf- I?I on day of 31D7o JENNIFER FRANTZ Notary Public. State of Florida asMy comm. expires May 06, 2007 No. OD0077651