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Home My WebLink About1300 W 12 St 05-2254 New SFHC7 ty PERMIT ADDRESS I C J W ` SUBDIVISION CONTRACTOR (\ •`\ &- ADDRESS PHONE NUMBER `-t C ' j P s3 I PROPERTY OWNER ADDRESS PHONE NUMBER —C l \, O US ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE PERMIT # US pl a S L( DATE PERMIT DESCRIPTION PERMIT VALUATION 0' p oc)c) SQUARE FOOTAGE Cityi4[II[Q1140TY. 11ME of Sanfard Certificate of Occupancy This is to certify that the building located at 1300 W. 12` h St.. for which permit number 05-2254 has heretofore been issued on April 15, 2005 and has been completed according to plans and specifications New Single Family Residence complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Building: F. Ortiz Engineering: G. Hyatt Date 09/ 13/05 09/ 14/05 Public Works: J. Crumpton 09/13/05 Utilities: R. Blake 09/15/05 Fire Department: Zoning: Charlie B Jones Property Owner Conditions (if blank, no conditions apply) Qb, )M 11 /08/05 Building Official Date 1° CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION q h New Single Family **** ` DATE: 09/12/05 PERMIT #: 05-2254 ADDRESS: 1300 W 121h Street CONTRACTOR: Miller Construction Services PHONE #: Charlie Jones The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering Fire Public Works Zoning Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT #: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family **** 09/12/05 05-2254 ADDRESS: 1300 W 121h Street CONTRACTOR: Miller Construction Services PHONE #: Charlie Jones The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works K Zoning c Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I i CERTIFCATE OF OCCUPANCY o REQUEST FOR FINAL INSPECTION New Single Familyr A- ` 1 1 1 1 1 DATE: 09/12/05 I 1 1 1 I I I PERMIT #: 05-2254 f ADDRESS: 1300 W 121h Street O CONTRACTOR: Miller Construction Services 41 W W Q PHONE #: Charlie Jones The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works Zoning ties r ,- Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 9/14/05 0 8 : 2 8 : 2 8 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 275175 25.19.30.5AH-0000-034J 1300 W 12TH ST Charlie B Jones Free -form information SW DEV FEE $1700.00 WA DEV FEE $650.00 BP05-2254 PD 4-19-05 SEE REC#7842 3/4"WA METER SET FEE $190.00 WA TAP FEE 120.00 (ST) SW TAP FEE $1860.00 PD 7-1-05 REC#7842 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel F16=Related pty data Ireland Surveying, Inc. 6001 Brick Court, Suite 117 Winter Park, FL 32792 Phone: 407-678-3366 Fax: 407-671-6678 Irelandsurveging@)cjLrr.com November 8, 2005 City of Sanford Building Division PO Box 1788 Sanford, FL 32772-1788 Re: The East 49.35' of the South 112.00 ' of Lot 34, Map of Robinson's Survey of an Addition to Sanford, Plat Book 20, Pages 51-52. Also Known As: 1300 West 12t' ST Sanford, FL To Whom It May Concern: The finished floor elevation of the structure located at the above referenced address and legal description meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sect. 6-7(a). Sincerely, Jamtbs P. lrelaN Presidertlireland Surveying, nc. PLS 4200 FEDERAL EY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 2005 Importart Read the fnsbuctfons on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION ' For h w&m Carpary use: BUILDING OWNER'S NAME CHARLIE B JONES BUILDING STREET ADDRESS 0. duidii Apt. Unit, Suite, andror Bbg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 1300 WEST 12TH ST CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Paroel Number, Legal Description, etc.) 35.1930-5A3-0A00-0100 BUILDING USE (e.g., Residential. Non-residential, Addition, Accessory, etc Use a Cormrends area, 9 necessary.) RESIDENTIAL LATTTUDFILONGITLIDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): 1NIP - fff - tllt Or or r1 .A41gghK') NAD 1927 MAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFP COARul1NITY NAM a COMAJMTY N 1041M B2 COUNTY NA6& ::Tm. STATE SANFCRD 120294 SROAXE W. MAP AND PANEL W. FIRM PANEL IN. BASE FLOOD ELEVATIONS) NUMBER W aym W. FM FM DATE ETFECrNEWVM DATE B8, FLOOD ZONES) Zone AO, uge deph of bod V) 12117CO045 E 4117u95 4117195 X WA B10. ndfcal a the source of the Base Flood Elwallon WE) data a base flood depth aft in B9. FIS Profile ® FIRM C ynuntiy Delemined Other (Describe): B11. IridrgEe the elevation datum used for the BFE In W. ® NGVD 1929 NAVD 1988 Otter (Describe): — 1312 Is the building bcated In a Coastal Barrier Faesormes System (CBRS) area or OQnerwise Pmleclled Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Buil" Under Ca auction' 0 Frished A new Elevation Ca6ficate will be required when construction of the building Is oornplete. C2- RAding Diagram Nlmnber I (Select the buidng diagram most wit to the building for which this cerU7cate's being campieled - see pages 6 and 7. a no diagram accurately represents the bu8cng, provide a sketch or pfhotograph.) C3. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (whin BFE), AR, ANA, ARIAE, ARIA l ", ARIAH, ARIAO Ccmplete Items C3.a4 below a000ning to the WkIg diagram speoiied in rem C2. State the datum used. 9 the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show yield rneasurenw is and datum conversion calculation. Use the space provided or the Conmerds area of Section D or Section G, as appropriate, to documernt the datum oonversion. Datum NGVD29 WA Elevation reference mark used PG2 Does the elevation rebel mark used appearcn the FIRM? ®Yes No - - o a) Top of bottom floor (ndidng basement or enclosure) 28. 13 t(m) o b) Top of next higher floor WA. _t(m) o c) Bcttorn of barest haiaonhd structuai member (V zones orty) NIA. _t(m) C\ o d) Attached garage (lop of slab) 27. 86 t(m) .. .. o e) Lowest elevation of mach" andto ecl ulprrhent >D sevidng Bhe bunldrg (Describein a Camherds area) 27.92 t(m) 22 E sP o f) lowestad)acent (finished) Bade (LAG) 27.0 t(m) zz o g) Highestadjacent (finished) grade (HAG) 27. 7 t(m) o h) No. of pemahent openings (flood vents) wft 1 ft. above a* -cent grade 0 10 1 I !J_S o ) Tonal area of all pemnanent openings (flood veils) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCWECT 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 informetlun in Sections A, 8, and C on this certihcete represents my best efforts to interpret the data available. I understand that,, jny Wss statement ma, be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME JAMEG P. ,MI AND LICENSE NUMBER 4200 TTTLEPRESIDENT COMPANY NAME RR.A D SURVEYING, INC ADDRESS CITY STATE ZIP CODE 6001 BRICK COURT 4117 WINTER PARK FL 32792 SIGNATURE h DATE TELEPHONE IN, 101140 407Z783366 FEMA Form 81--^ January See reverse side for continuation. Replaces all previous editions IMPORTANT: in these spaces, copy the corresponding information from Section a FatnauranaeCampary,Use BOLDING STREET ADDRESS Pli9 Apt, Unt Sure, andtr Bldg. No.) OR P.O. ROUTE AND BOX NO. Pefq Nrimber 130D W 12TM ST CiTY STATE ZIP CODE Gxrpary NAIL mynt er SAPFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Caffa to for (1) cormxmrly dW, (2) insuranoe agerftortp", and (3) buldng awe. COMMENTS REFERENCE MARK USED. FIRM REFERENCE MARK t>045.20. THE MACHINERY IN C,3(e) IS AN AIR CONDITIONER ON A CONCRETE PAD. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zane AO and Zane A (without BFE), oornpete items El tmo E4. If the Elevation Certificate is ndernded foruse as sk pportirg nfarnath far a LOMA a LOMR-F, Serlion C must be completed. El. & A" Diagram Number _(Seled the bolding dfagam most simlar to the building for which this cei ti fs being oonpleted — see pages 6 and 7. If no diagram aoarately repn> sentss the bullring, provide a sketch or 0"apt .) E2. The top d the bottom floor (mcludrng bas , a, or enclosure) d Ina building is _ t(m) _in.(rm) above or below (check one) the highest adaoerd Bade. (Use natural grade, f available). E3. For Butring Diagrams 6$ with openings (see page 7), the need higher floor or elevated floor (elevation b) of the building is _ fL(m) _n.(an) above the highest a$icerd grade. Complete items C3.h and C3.i on front of form. E4. The top of The platam of machinery mxft equipment servicing fie bolding is _ fl(m) _n.(an) above or below (check are) the highest adaoerd grade. (Use natural grade, If available). E5. For Zone AO oily: If no flood depth number is available, is fie top of The bottom floor elevated in aooadahoe with the s floodplan management ordnance? Yes No Unknown. The local dfidal must k:ertify this nfomhation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or avrner's authormed representative who oormpletes Sections A, B, C ftnns C3.h and C3.i ably), and E for Zone A (without a FEMA4ssued or oo m un- issued BFE)a Zane AO must sign here. The statements in Sections A R G and E one oared fo Ire best of my bawbc§e. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CiTY STATE DP OODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local Burial who is aufroriaed.by law a orninahoe to adninisle theo==Ws floocipl* management adna c e can oonplele Se*m A, B. C (a E), and G of It Elevation Cute. Carplete the applicable s) and sigh below. G1. The nraudon in Section C was faker,. from other doaurnentatiah that has been signed and embossed by a kernsed surveyor, engineer, or addted who is autuized by stale or kcal km- to o;3televation kionnadon. (hhkicate the source and date of the elevation data in Ire Camherds area below.) G2. A oon>rr r* d6dz completed Ski E for a building located in Zane A (wifhokd a FEMA-Issued or oommxudry4ssued BFE) or Zane AO. 0. The foimft nfomnatiah (Items G4-C-01sprovided for omr u* Iloodplain managenvyA purposes. G6. Elevation d as-" lowest floor (nduring ba wo,) of the building is: _. _R(m) Datum: G9. BFE or (n Zane AO) depth of flooding at the binding site is: _. _ t(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE , SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions DOUNDARY SURVEY Legal Description: THE EAST 49.35 FEET OF THE SOUTH 112.00 FEET OF LOT 34, MAP OF ROBINSON'S SURVEY OF AN ADDITION TO SANFORD, according to the Plat thereof, as recorded in Plat Book 20, Page(s) 51-52. Public Records of Orange County, Florida. W. 11 th. STREET ASPHALT ROAD) ' 0 THIS PORTION IS NOT INCLUDED) REC. /5 RdtC 6 ( P) 49.35' PLS 4200'(M) 49.49' L 0 T 13 4 O O N I I 246 t — — FND REBAR SET P.K. NAIL ELEVATIONS NOTE: ELEVATIONS SHOWN HEREON ARE BASED UPON A SEMINOLE COUNTY BENCHMARK ELEVATION OF 27.52. Graphic Scale 1 36 6 Scale: 1'=30' d For: Charlie B. Jones Ireland Surveyng, Inc. 6001 Brick Court Suite 1 17 WiTater Park, Florida 3Z 79,0 Office-407.678.3366 Fax-407.671.6678 REC. 15 RRC PLS 4200' 26 O O 04 CONC. 26.0' ORIVE FND 11• LP 49.3 EDGE OF PAVEMENT .i 1 e 12th. STREET . ASPHALT ROAD) PLOT PLAN: 09-23-04 HOUSE STAKE: 04-12-05 FINAL SURVEY DATE: 10-14-05 a flood Pone Area, Zone X Based on the F.I.R. (rood ki Number 12117 C Panel Number 0045 E Dated: 1-17-95 sn She— Hemon is Givan os o Courtesy orW b Subs- to lied , rminotion may De ollecfed Dy rood i"oclors ond or other info DR aiven to this Survavino Comoonv of the time of this En. voces- Survey is Based upon the Legal Description supplied by CI:enL Un ,%:und Utirtfes and rooters have JW been located JAYLM alhen.ree no, Subject to ony Easements and/or Restrictions of Record. Beorfrq Bach s en hereon. Is Assumed and dosed upon the tkve Denoted rilh o Building Ties am BW to be used to reconstruct Property Lines. Fence Omer" p is AW determined. Tree Sires if shown hereon this Survey. am Diameters of Trees measured of Breast 1'"ht. ADufting Properties Deeds have, JWJ been Researched for Gaps. Overlaps and/or Illofus. Survey h M]I_S Af.ID for any other Tromoefion [j 9O days from the totes e s — hereon. Use of This survey for Purposes oche! then Intended. Without Written Verificolipn, Will be. of the Users Sole Risk and Without C Cakuloted PC Point of Curvature Q centerline P9. Pb9e ce Concrete Block Pf Point of Intersection CN Concrete flonumenf P.O.B. - Point of ftinnfng Cone C-4. PAL - FoW on line D Ddcription PP Pb.er Pole DE t7oincys Eo.ement PRN anent Referenn PermE.- I. r.—t Monument FLUA - rz Enesgercy PT Point of Tongency n^ f Age R Rodua FrE nnished near Elevation Rod. Radial rrd. Feund RAC Reber A Cap IP son Pipe Rec. Recovered Roofed5/ 8• NhleasuadsetsetRebel NAD MOD A Disk Rebor A CaP Z'LS 12M. N. R Non-Rodef ORB Ofrcfot Recants Book l/C fly Easerneat P Pet Mel Mbt- Mat- P. B. Pet Book A Deno (Ccnfrol Mqk; Nbnd Fame It- Chain Unk rent• Zran. cl a ehr a a ^ •.+.4e. —1 task - veil -, Ok- W- en th. Dal. Sher, B—d - .br.. .- herd 1e W - N:A.d .nd C-nf— le th. 6M h— Teehnkol bke. bya L.-t S. v th. Shd..r re.ift a s--do— .rth is GIG, 7- e I'le, Abnkd.treifw Cady Pn.uent to S-tw. 27 rkvle, Steht- c Jarnes P. Irelan PI_ 00 LB 5M7 Data Signer : 10- 1 — SNM is rltalded CNY for k tae o1 Said CahTied P&bss m A01 VMD II M Ogled ad Emllaard w1W Srx)a's Sea. File No. 1, 314-04 00 rate is MWX S M7 1311-a/ RECEIVED CITY OF SANFORD PERMIT APPLICATION APR 1 1 2009 Permit # : © Date: Job Address:/ 3 h Description of Work: Historic District: Value of Work: S ;, 1:9 0 d Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # ofiAMPS Q B'D Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets I Plumbing Repair — Residential or Commercial Occupancy Type: esid ntial Commercial Industrial Total Square Footage: SS Z 5 Construction Type: ram# of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Address: AK,aS Phone & Fax: 1__\l11 — Attach Proof of Own ship Legal Phone• ZJ / ^ Y6 01A Bonding Company: '" Address: Mortgage Lender: Address: r , Architect/Engineer: + ne: `'• Address: 9 -- Application is hereby made to obtain a permit to do the work and installhtions as indicated. I certify that no wor 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"'( understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. r OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verifi ion tha ll notify the owner of the property of the6;gntuure merits of Flo ' , FS 7 Signature of Ow gent Date of Contractor/Agent Date t caner/Agent' N e XPrint o f or gent's ame o I 1345 / /_3 S' re of Notary -State of Florida Date Signat re of Notary -State f to P"k, FLORENCE A. DE GRAVE Offlfbi o MY COMMISSION 1 DD 164280 )J ,NTOtDD18849Owner/ IRES: November 12, 2006 ; i (j , , I' C"A& gtwfwvMc or Con actor/lAgent is Per§ohally nogh io_Pro _ Produced ID APPLICATION APPROVED BY: Bldgqj oS Zonin : 2• Utilities: FD: Initial & Date) (Initial & Date) (initial & Date) (Initial & Date) Special Conditions: A C 14 i oS rrrV ne CANGnRn PPDMrr evvr WATION Permit #:' JS"—,,?, , , 2 S G/ Job Address: 1600 w /oZ v Description of Work: Historic District: Zoning: Date: U Value of Work: S Permit Type: Building Electrical Mechanical Plumbing X_ Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 2, Plumbing Repair — Residential or Commercial Occupancy Type: Residential _X_ Commercial Industrial Total Square Footage: Construction Type: # of Stories: / # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Addr 0/2ton6 - F7 Phone & Fax•, - / Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: w O(P 7 Attach Proof of Ownership & Legal Description) Phone: NG- i eState Lic y se Nu her: Lf (.— L Contact Person: t AIAS /w.,M; Phone: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. vI OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pemvt is verification that 1 will notify the owner of the property of the requirements of Florida Lien La , F Signature of Owner/Agent Date Signature of Con for/Agent Date G fo l aA 760,J itAft Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature Nary -State of FfoAda Date Carolyn Boyd f+ My Commission DD156852 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Arersonally Know rtgdlCle kpires November 22, 2006 Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: 101 Initial & Date) (Initial & Date) APR 15 66 CITY OF SANFORD COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD >>> STATEMENT NUMBER I05-76755 DATE: BUILDING PERMIT UMBER: ( .r'' `k (CIT-.Y) COUNTY NUMBER: UNIT ADDRESS: 1 UCi A TRAFFIC ZONE: SEC: TWP: SUBDIVISION: JURISDICTION: Qk C11Y OF 56MCRRD RNG: PARCEL: S'' t \ - ^ f 1-cX,,:V-c,3'j' PLAT BOOK: 1 PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT DAME: ADDRESS: R CT: BLOCK: LOT: 7 LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction mot_ l FEE BENEFIT RATE FEE UNIT RATE PER # 4 TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH 0 dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE 0 dwl unit 4 .54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dal unit $1,384.00 1 $ 1,384.00 AMOUNT DUE 4 2,285.00 STATEMENT. - - _,.:. _.,....,.: •_. - , _ ,.. _ _ RECEIVED BY: Ten S SIGNATURE: PLEASE PRINT NAME) DATE - 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 MOTE'"* 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 PEES MUST HE 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 THP COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAIT IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD , BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REF'ERRNCE 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***'"**************** Seminole County Property Appraiser Get Information by Parcel Number Page I of I LU L" I III Jo"N61b?Q, cyx. X PROPERTY APPRAISER 3 Z;71 14& S-uraRt" FL 407 -AM77&J& 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 25-19-30-5AH-0000-034J Tax District: S 1 -SANFORD Depreciated Bldg Value: $0 Owner: JONES CHARLES B Exemptions: Depreciated EXFT Value: $0 Address: 1316 DOUGLAS ST Land Value (Market): $4,797 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 12TH ST W SANFORD 32771 Just/Market Value: $4,797 Subdivision Name: ROBINSONS SURVEY OF AN ADD TO SANFORD Assessed Value (SOH): $4,797 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $4,797 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $98 WARRANTY DEED07/2004 05426 1600 $6,000 Vacant 2004 Taxable Value: $4,797 WARRANTY DEED1 2/2003 05215 0762 $4,400 Vacant DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTc LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG E 49.35 FT OF S 112 FT OF LOT 34 FRONT FOOT & ROBINSONS SURVEY OF AN ADD 49 117 000 11000 $4797 DEPTH TO SANFORD PB 1 PG 92 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valoren tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. Jreweb.sern I iiole_county—title'?PARCEL=2519305AH0000034J&coparcel=25-l9--3 )0-5AH-(4/15/2005 Iy201.00 + 265•U0 + 64.00 1 24.00 + 17554.00*1. 0• c I7201• X 4U- 48rU41I-oo 265• x 20• _ 5+3U;•OU : 88• X 18 = I15d4.00 48040.00 + 57SUU•00 + 1s584.00 + 54, 924.0U*+ 0• c owy of Sanford, Flofi,4BuildingDivision P O Box 1788 - 32772-1788 Telephone: (407)330-5657 Fax: (407)328-3859 April 7, 2005 Charlie B. Jones 1316 Douglas Street Sanford, FL 32771 RE: Proposed Single Family Residence — 1300 W 12`h Street Tax Parcel Number: 25-19-30-5AH-0000-034J Dear Mr. Jones: The proposed new single family dwelling at 1300 W 12` h Street in an (Multi -Family) MR-2 zoning, as depicted on the enclosed exhibit is allowed based on the de minimus variance criteria of the Land Development Regulations. The exhibits supplied by you and enclosed herein provide for a front yard setback of not less than 30 feet from the front parcel line along 121h Street, a side street setback of not less than 16 feet along Olive Avenue, a rear yard setback of not less than 24 feet and a side yard setback of 7.5 feet. In addition, the parcel width at the building line and or street frontage is permitted at 49.5 feet and the parcel area is permitted to be 5543 square feet. The application of the above setbacks shall apply only to the proposed dwelling. Should the property be redeveloped in the future, then all applicable area and dimensional requirements i.e. setbacks) shall apply. A building permit can be issued for the proposed dwelling subject to providing all required applications, building plans and payment of applicable fees. If you have any questions, please call me at 407-330-5657. Respectfully, CITY OF SANFORD Russ L. Gibson, AICP Director Planning & Development Services enclosures: plot plan for property tax parcel no. 25-19-30-5AH-0000-0345 FASI IA_I:N(? BOM2005 130A caseMpproval letterAl300 W 12th St. admin approval.doc 413r 41.7 V. iR { ! a, " 1 .i. : i . ( Y es •{ ie `t: 41 • fORI `1 t THIS INSTRU NT P E ARED BY: , NOTICE OF COMMENCEMENT NAME / 3l PermitNo. ,7 Ste' 2 ADItnCo S'-" q_30 _ter'qH_a000-3Li Tax Folio No. 1)- 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. 1.. Description of property: (legal description of the property and street address if available) 44 •3 s T. _ A jfV 2. General desc ' tion im6rovem 1 L 3. Owner information a. N e and a e s j. X. Y::: 4b. Intere t in pridperty c. Name and address of fee simple 3 //: 7 if other than 4. Contractor a. N and address 1- b. Phone n ber zle - ` ;l, 3 Fax number 5. Surety IARYWE MRSE, OLM OF CIRCUIT MURT a. Name and address 5E1 IRME cam BK 05579 FOG 1&1541 b. Phone number Fax n c. Amount of bond Lt 0111472M 08:08z4g 6. Lender a. Name and address REMRM BY D Thous 7. b. Phone number Fax number Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number 8. In addition to himself or herself, Owner designates Fax number of 713. 13(1)(b), Florida Statutes. to receive a copy of the Lienor's Notice as provided in Section a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Si lure of Owner Ch("-' kj e A-'ane.S Sworn to (or ed) d subscribed before me this day of ) 20 S , by Personally Known OR Pro4pced 1jJentification Type of Identification Produced Si lure of N Public, State of Florida Cynthia Y Holt -Miller CO ssion Expires: .91 O My Commission DD289522 a0 0 OFFV Expires May 24, 2008 x, I L lJ 1 L Lti IV Legal Description: THE EAST 49.35' OF THE SOUTH 112.00' OF LOT 34, MAP OF ROBINSON'S SURVEY OF AN ADDMON TO SANFORD, •4ccording to the Plat thereof, as recorded in Plat Book 20, Page(s) 51-52, Public Records of Orange County,. Florida. W. 11TH. STREET ASPHALT ROAD) m THIS ' PORTION IS NOT INCLUDED) STT RnAR P) 49.35' M) 49.49' I 8 I I S" RBBAR 28.0' I Q PROPOSED ' o RESIDENCE o O O •. n1 r Cv PROPOSED cENTRY IIS.7.' ••• LP 9.3 (M) 49.49' ::: ..:.• EDGE• 0 P .•'': • ' I.• 2 S Y3 ' W. 12TH. STREET .. ASPHALT ROAD) RANS••RE' AWED CITY OF SANFORD C - aoa.on.e - Y PC - Po" p ofa..ob" Graphic $COI@ & _ Gbto ibcl _ =. of I"vftft CY - Qonn b Moiwnrrt P.O.R - Pak o/ ago C. - C ne•b PAL - Pbb m lh+ 15 0 •PLOT PLAN: 10-4-04 a - p + - p Scale: 1.=30' air. - I. , - A""?",,.".." f Plot Plan Prepared For: TRINITY HOMES, INC."' _ o _ d rogrK> O Ian Certified To: TRINITY HOMES. INC. AL - /wnr Rat - A060 t cap FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: charlie jonestbaker Builder. jones & baker Address: Permitting Office: City, State: Permit Number. Owner. Jurisdiction Number. Climate Zone: Central 1. 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 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1201 ft2 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 ft2 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=11.0, 220.0 ft2 _ EF: 0.90 _ c. N/A b. N/A d. N/A e. N/A a 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 compliance with th Florida Energy Code. PREPARED BY: DATE: hereby certify that this b ' din , as d signed, is in compliance with the Florida Energy Code. OWNERIAGENT: 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: , a- ___ -_ _ . DATE: rLA_13 t y I t .',: EnergyGauge® (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 Omt 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: 57A 216.0 As -Built Total: 67.4 279.5 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 2568.1 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 600A-2001 EnergyGauge®/FlaRES'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 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 FLRCPB J3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Poin 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-Bullt 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: 1531.0 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) A.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 600A-2001 EnergyGaugeWFIaRES'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 EnergyGauge*" DCA Form 600A-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 7621 20080 PASS EnergyGaugeTM DCA Form 600A-2001 EnergyGauge®/FIaRES'2001 FLRCPB w3.30 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 606.1ABC. 1.1 Maximum:.3 q"/sq.fL window area; .5 cfnVsq.fL 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 infikration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi - story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. BA- 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 as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficien of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 allons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Duds in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/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. 1. New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit hrCap: 30.0 kBtu- 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 - b. N/A 5. Is this a worst case? No 6. Conditioned Floor area (ft=) 1201 ft' c. N/A 7. Glass area & type Single Pane Double Pane - a. Clear - single pane 139.2 ft' 0.0 ft2 - 13. Heating systems b. Clear - double pane 0.0 ft, 0.0 ft2 - a. Electric Heat Pump Cap: 30.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft2 0.0 W - HSPF: 7.90 - d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 168.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1311.0 W - EF: 0.90 - b. Frame, Wood, Adjacent R=11.0, 220.0 ft- _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1201.0 ft- - 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Ali: Garage Sup. R=6.5, 45.0 ft - MZ-C-Multizone cooling, b. N/A 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: NOTE: The home's estimated energy per score is only available through the FI.A/RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar7mdesignation), 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 1Prepaired by: Address 456 Example Way: ResFREE197 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 iemail: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 1 700 Winter Temperature Diff. (wTd) 1 220 Outdoor Summer Dry Bulb 1 890 Outdoor Summer Wet Bulb 1 77° Outdoor Summer Hum. Ratio Gr/Lb 1 49 Indoor Summer Relaltive Hum. 1 50% Indoor Summer Design Gr/Lb. 1 56 Indoor Summer Dry Bulb 1 750 Summer Temperature Diff.(sTd) 1 140 Summer Daily Range 1 15° (Low Deviation) HEATING SUMMARY * TESTER.ENB COOLING SUMMARY * SUBTOTAL 16938.4 1 STRUCTURE SENSIBLE = 15823.4 1 OCCUPANTS + 1800.0 I APPLIANCES + 1200.0 1 SUBTOTAL SENSIBLE = 18823.4 DUCT LOSS + 846.9 1 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 3.00@ 950 x 1.0 MINIMUM EQUIPMENT LOSS = 18995.3 1 MINIMUM EQUIPMENT SENSIBLE = 21475.7 20% OVERSIZE LOSS = 3799.1 I -------------------------------------------- 1 20% OVERSIZE SENSIBLE = 4295.1 EQUIPMENT LOSS + 18995.3 1 EQUIPMENT SENSIBLE + 21475.7 MAXIMUM EQUIPMENT LOSS = 22794.4 1 MAXIMUM EQUIPMENT SENSIBLE = 25770.8 7------- I -------------------------------------------- I TOTAL LATENT = 8625.9 1 EQUIPMENT SENSIBLE + 21475.7 1 EQT.SENSIBLE + LATENT = 30101.6 AIR FLOW FACTORS * HEATING FACTOR (BTUH/CFM) = 20.0 1 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 CLG28400 BTUH) HEATING INPUT_29000 1 TONAGE_ 2_.4 HEATING OUTPUT29000 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 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 II 12. Winter Infiltration Btuh I I 1.1 x 320.6 CFM x 22 Degrees Winter TD = 7759.5 BTUH I I 13. Winter Infiltration HTM I I I I 7759.5 Btuh / 270.4 Sq.Ft of total Glass & Door areas = 28.7 HTM I I I I Procedure B Summer Infiltration HTM I I 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 12. Summer Infiltration Btuh I I I 1.1 x 140.3 CFM x 14 Degrees Summer TD = 2160.3 BTUH I I 13. Summer Infiltration HTM I I 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 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 I-------------------------------------------------------------------------------------------I 11. Sensible Sizing Load I I I Sensible Ventilation Load I I I 1.1 x 50 VENT CFM x 14 Degrees Summer TD = 770.0 BTUH I I Sensible Load for Structure + 15823.4 BTUH I I Sum of Ventilation & Structure Loads = 16593.4 BTUH I I Rating & Temperature Swing Multiplier (3.0°@ 95°) x 1.0 RSM I I I Equipment Sizing Load - Sensible = 16593.4 BTUH I I 12. Latent Sizing Load I I I Latent Ventilation Load I I I 0.68 x 50 VENT CFM x 56 differance = 1904.0 BTUH I I Internal Loads = 230 Btuh x 6 people + 1380.0 BTUH I I Infiltration Load from Procedure C + 5342.6 BTUH I I 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 Vs: 1..Sub Standard/Poor 12..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 Pb- Truss Truss Type City Ply JONES - 12TH 6 OLIVE - CRH 311223 KJ7 ROOF TRUSS 3 1 ICHARLIEJobReference (optional) D.IUu 3 May JU LUUJ MI I eK Inousules, Inc. VVeO NOV 11 IU:UJ:U4 LUU4 rage 1 1-1a10 4-11-0 9-10-13 1.10.10 4-11-6 4-11.7 2d= LOADING(psf) SPACING 2-" CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vart(LL) 0.03 6.7 999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.42 Vert(TL) 0.09 1 307 360 BCLL 0.0 Rep Stress Ina NO WB 0.38 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC20011ANSI95 Mablx) Weight: 42 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 Riold ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4 = 240/Mechanical 2 = 426/0-11-6 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) - Finn Load Case Only TOP CHORD 1-8 = 24 2.8 - 24 2-3 - -859 3-4 = 60 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=2011; TCDL-4.2psf; BCDL-5.0psf; Category II; Exp B; anciosed;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 at joint 4, 131 lb uplift at joint 2 and 53 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plo Vert 1-8 = -54.0 Trapezoidal Loads (plo Vert 8=0.0-W4=133.6, 2=-1.74o-5=-49.5 Lu-- NOV , 7 aooa PLA2S REVIEWED CITY OF SANFORD fob Truss Truss Type Oty, Ply JONES - 12TH a OLIVE - CRH 311223 KJS ROOF TRUSS 2 1 ICHARLIEJobReference (optional) Aaams ouiioing Ma[enahs, Sanror0, FL 32111 o.IUV s May;SV ZuuJ MI reK rncusuies, Inc. WOO NOV 1 r IU:V3:U4 ZVU4 rage 1 1-10-10 l 4-1-11 14-1 7-0.14 _ 1_1n_1n d_1_77 n_alh 711-7 E-= 1.6-12 4-1-11 1-4-1$ 7.0-14 1-6-12 2-8-15 0-3-0 2-8-2 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.02 2-7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.26 BC 0.21 Vertjt.) 0.07 1 >374 360 BCLL 0.0 Rep Stress Incr NO WS 0.14 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC20011ANSI96 Matrix) Weight 30 Ib 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 6-0-0 oc puffins. BOTCHORD Rigid ceiling directly applied or 95-11 oc bracing. REACTIONS (Ib/size) 4 = 70/Mechanical 2 = 457/0-115 5 = 236/Medhanical Max Horz 2 = 108(load case 2) Max Uplift 4 =-42(load case 3) 2 =-372(load case 2) 5 =-207(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1.2 = 28 2-3 - -567 34 = 15 BOTCHORD 25 = 500 7-8 = 500 6.7 = 500 5 8 = 0 WEBS 3-7 = 151 3-0 = 553 NOV 7 2 0 NOTES 1) Wind: ASCE 7-98; 120mph; h=20ft; TCDL-4.2psf; BCDL=S.Opsf,, Category II; Exp B; endosed;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 connectlonat 3) Provide mechanical connection (by others) of Was to bearing plate capable of withstanding 42 lb uplift at joint 4, 3721b uplift at joint 2 and 207111 uplift at joint 5. 4) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 88.4Ib down and 184.51b up at 44.12 on top chord, and 15.11b down at 1-6-12, and 45.41b down at 44-12 on bottom chord. The designJselectlon 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 14 = -54.0 2.6 = -20.0 Concentrated Loads (lb) Vert: 7=45.4 3=-88.4 8=-15.1 JJob Truss Truss Type Oty Ply CHARLIE JONES - 12TH ti OLIVE - CRH 311223 EJ7A MONO TRUSS 1 1 Job Reference (optional) 0-- a mnr a 4-4 M I ow u1UU*U;U3, IIIG. WUU NOV 1 r 1v:UJ:vd dVU4 rape 1 4-" 7-0-0 4-0-5 2-11-11 S[al. • r:rsA 2a4 II 4-M ( 5-0-12 ( 7-" 4-M 1-0-7 1-11.4 LOADING(psf) SPACING 2-" CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.07 13 999 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) 0.15 1.3 528 360 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(TL) 0.00 n/a n/a SCOL 10.0 Code FBC20011ANS195 Matrix) Weight: 31 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP NoAD WEBS 2 X 4 SYP No.3 BRACING TOPCHORD Sheathed or 7-" oc purilns, except end verticals. BOTCHORD R191d calling directly applied or 9.14 oc bracing. REACTIONS (Ib/size) 1 = 409/03-8 3 = 689/Mechanlcal 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 = 66 23 - .181 BOTCHORD 14 = 0 34 = 0 NOTES 1) Wind: ASCE 7-98: 120mph: h=20ft; TCDL=4.2psh BCDL=5.Opsf; Category 11; Exp B; anciosed;MWFRS Interior zone;Lumber DOL-1.33 plate grip DOL-1.33. 2) Rotor to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift st joint 1 and 72 lb uplift at joint 3., 4) Special hanger(s) or other connection device(V shall be provided sufficient to support concentrated load(s) 601.21b down at 6-0-12 on bottom chord. The deslgNselection 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 13 = -20.0 1-2 = 54.0 Concentrated Loads (lb) Vert: 4=-601.2 NOV 1 7 2OD4 Job Truss Truss Type Oty ply JONES - 12TH t1 OLIVE - CRH 311223 EJ7 ROOF TRUSSiob 11ARUE Reference tonal s •----^- . w... . . .-.... . V.IW = rvwy JV GWJ ml l eR I1IV —U3. Illc. ",au nuv 1 / 1V.VJ.V3 LWY rage 1 1-4-0 7-M I Scab • 1.17.1 tN = LOADING(pso SPACING 2-" CSI DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 VeR(LL) Na - Na 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 VMUTL) 0.17 1 >120 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) •0.00 3 Na Na BCDL 10.0 Code FBC20011ANS195 Matrix) Weight 24 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOTCHORO Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3 = 167/Mechanical 2 = 346/0.8-0 4 66/Mechanical Max Horz 2 = 127(load case 4) Max Uplift 3 =-96(load case 4) 2 =-115(load case 4) FORCES (lb) - Find Load Case Only TOP CHORD 1-2 - 27 2-3 = 53 BOTCHORD 2.4 = 0 NOTES 1) Wind: ASCE 7-98; 120mph; h-20ft; TCDL-4.2psi; $CDL=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 beating plate capable of withstanding 96 Ib uplift at joint 3 and 115 lb uplift at joint 2. LOAD CASE(S) Standard Ulm- d- WOU 7 710D 1 Job Truss Truss Type Oty Ply CHARLIE JONES - 12TH & OLIVE - CRH 31 / 223 EJS ROOF TRUSS 5 1 Job Reference (optional) I H hM v..vv a o y av &- m 1un 111uuuumu. 1OG. vvuu moo 11 1v:V3:uJ LVW raga 1 SUM • 1:13.4 LOADWG(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-" Plates Increase 1.26 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2001/ANS195 CSI TC 0.20 BC 0.10 WB 0.00 Matrix) OEFL In (loc) Vdefl Ud Vert(LL) n/a . Na 999 Vert(TL) 0.03 1 >726 360 Horz(TL) -0.00 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 18 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOPCHORD Sheathed or 5-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3 = 108/Meehanical 2 = 277/0-8-0 4 = 46/Mechanical Max Horz 2 = 99(load case 4) Max Uplift 3 =-60(load case 4) 2 =-110(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 27 2.3 = 34 BOTCHORD 2- = 0 NOTES 1) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf: BCDL=S.Opsf; I Category II; Exp 8; endosed;MWFRS Interior zone;Lumber DOL-1.33 plate grip DOL=1.33. UQ 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3 and 110 lb uplift NOVGN 2004 at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply CHARLIE JONES -12TH 8 OLIVE • CRH 311223 CJ5 ROOF TRUSS 6 1 Job Reference (optional) a —, — aw...—vn uwuamoa, ro. "..'— 1. W. .VC 4.v9 raga 1 1:13.4 2.4 LOADING(psf) SPACING 2-" CSI DEFL In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) We - n/s 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 VeR(TL) 0.03 1 726 360 BCLL 0.0 Rep Stress Ina • YES WB 0.00 Horz(TL) 0.00 3 rVa 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 5-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3 = 108/Mechanical 2 = 277/0-8-0 4 = 48/Machanical Max Horz 2 = 99(load case 4) Max Uplift 3 =-80(load ease 4) 2 =-110(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 27 2-3 = 34 BOTCHORD 2-4 = 0 NOTES 1) Wind: ASCE 7.98; 120mph; h=20ft; TCDL=4.2psf. BCDL=S.Opsf; Category I% Exp B; anclosed;MWFRS Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girders) for truss to truss conneclions. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3 and 110 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oty Pry JONES - 12TH s OLIVE - CRH 311223 CJ3A ROOF TRUSS 1 1 ICHARLIEJobReference(optional) 2-8-0 u. 1 VV = nler — zvuj m11 ea. 111uuumu5. trio. vvuu muw 1 / iv.va.uc zvvi rape r Scala • 1:9.0 EM LOADING(ps, SPACING 2-" CSI DEFL In (toc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.26 TC 0.06 Vert(LL) Na - n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.02 Vert(TL) -0.00 1-3 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Wind(LL) 0.00 1-0 >999 360 Weight: 81b LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 2-" oc purilns. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 REACTIONS (lb/size) 1 = 81/041-0 2 59/Mechanlcal 3 = 22/Mechanical Max Horz 1 42(load case 4) Max Uplift 1 =-35(IOad Case 4) J.. 2 = 40(load case 4) 3 =-18(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 - 23 BOTCHORD 1.3 = 0 NOTES 1) VYehd: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf; BCDL-5.0psF. Aj„) fly Category 11; Exp NB; endosed;MWFRS Interior zone; porch left and NOVI 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 35 lb uplift at Joint 1, 401b uplift at Joint 2 and 18 Ib uptlft at Joint 3. LOAD CASE(S) I Standard Job Truss Truss Type Oly Ply JONES - 12TH d OLIVE - CRH 311223 CJ3 ROOF TRUSS 9 1 CKARLIE Job Reference (optional) a mar w — -- umuauroa, mc, -uu .- a IU:VJ:V[ 4W9 raga 1 Scats • 1.9 1 1 1 2X4 — 3-0-0 i LOADING(psf) SPACING 2-" CSI DEFL In (toc) Well lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) rVa - rVa 999 M1120 249/190 TCDL 7.0 Lumbef Increase 1.25 BC 0.03 Verl(TL) 0.02 1 >844 360 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(TL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2001/ANSI95 (Matrix) W1nd(LL) 0.00 2-4 >999 360 Weight: 12lb LUMBER TOP CHORD 2 X 4 SYP No.2 SOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 3-0.0 oc purlins. BOTCHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = 42/Mechanical 2 = 215/0-" 4 = 26/Mechanical Max Horz 2 = 71(lead case 4) Max Uplift 3 =-23(load case 3) 2 =-147(load case 4) 4-22(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 - 27 23 - 43 BOT CHORD 24 = 0 NOTES j 1) Wind: ASCE 7.98; 120mph; h=20ft; TCDL-4.2psf; BCDL-5.0psf; NOVCategoryIt: Exp B; endosed;MWFRS Interior zone; porch left and right exposW:Lumber DOL=1.33 plate grip DOL-1.33. Q(j 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 3,147 Ib uplift at joint 2 and 22 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply CHARLIE JONES -12TH & OLIVE - CRH 311223 CJ1 ROOF TRUSS 10 1 Job Reference(optional) 1 v. I Vu s I y ov c a "I eft muusmeu. Inc. "eu NOV If 1u:uJ:V l ZVe4 rape h 3 1-" I I scr. • 1:5.5 LOADING(psf) SPACING 2-0 0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.01 1 999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC20011ANSI95 MeMx) Weight: 5lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 1-04) oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracin0. REACTIONS (Ib/size) 3 = 33/Mechanical 2 = 167/0-" 4 = 9/Mechanical Max Horz 2 = 43(load case 4) Max Uplift 3 = 33(load Case 1) 2 = 123(load case 4) Max Grav 3 = 40(load case 4) 2 = 167(load Case 1) 4 = 9(load Case 1) FORCES (lb) - First Lead Case Only TOP CHORD 1-2 = 26 2-3 = -36 BOT CHORD 2.4 = 0 NOTES 1) Wind: ASCE 7-98; 120mph; h=20ft; TCDL4.2psf; BCDL=5.0psf; 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 other) of truss to bearing plate capable of withstanding 33 Ill, uplift at )olnt Sand 123 lb uplift at joint 2. LOAD CASE(S) Standard vuf---- Gov 17 2004 Job Thus Truss Type Oly Ply CHARLIE JONES - 12TH & OLIVE - CRH 311223 B02 ROOF TRUSS 1 1 1. . 11. Job Reference(optional) w = may .w 4-4 mI I UK 1"UUUMU3. Inc. Wee NOV 7 ( HJ:V3:V l ZUU4 rage i 7-" 9-8-0 16-8-0 18-" { 7-" 2-8-0 7-" 1-4.0 Sca4 • 1:29.4 4% _ das = 2 2 2.4 _ 7-" 9-8-0 1 16-8-0 7-" 2-8-0 7-" R LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates increase 1.26 TC 0.37 Vert(LL) 0.06 1.7 999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.14 1.7 999 360 BCLL 0.0 Rep Stress Ina YES WB 0.07 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 67 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 5.9-9 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 c 594/Mechanical 4 = 694/0-8-0 Max Herz 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 4-6 - 27 BOT CHORD 1-7 = 882 6-7 - 889 4.6 = 855 WEBS 2-7 = 130 2-0 _ -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=S.Opsf; Category II; Exp B; enclosed;MWFRS Interior zgne;lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 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 168 lb uplift at joint 4. LOAD CASE(S) Standard NOV 1 %2004 Job Truss Truss Type Oty Ply CHARLIE JONES - 12TH 6 OLIVE - CRH 311223 801 ROOF TRUSS 1 1 Job Reference (optional) uanu ouuumy mauuwls, oaruuru, rL 32 r 2 b.100 s May 30 2003 MiTek Industries, Inc. Wed Nov 17 10:03:00 2004 Page 1 i 4-8-0 8-0 0 11-4-0 1 16-4-0 i 17-8-0 4-8-0 3-4-0 3-4-0 5-0-0 14.0 scats . 1:22.3 08 = 2.4 II 3 47 = 1 4-" ) 8-0-0 1 11.4-0 1 16-4-0 4-8-0 3.4-0 34-0 5-0-0 Plate Offsets (X,Y): 12:054,0-2-01,14:0-5-4,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.04 6-7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.26 BC 0.22 Vert(TL) -0.04 6-7 >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/ANSI95 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 N0.3 BRACING TOPCHORD Sheathed or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-0.0 oc bracing. REACTIONS (Ib/slze) 1 = 41/0.8-0 5 = 645/0.8-0 9 = 1314/0-8-0 Max Herz 1 = 64(load case 5) Max Uplift 1 = 91(load case 7) 5 408(load case 6) 9 = 505(load case 5) Max Gr.,, 1 = 47(load case 5) 5 = 848(load case 7) 9 = 1314(loadcase 1) FORCES (Ib) - First Load Case Only TOP CHORD 1.2 352 2-3 633 3-4 533 4.5 992 5-6 27 BOTCHORD 1-9 262 8.9 329 7.8 880 5-7 857 WEBS 2-9 976 2.8 1022 3-0 256 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=5.Opsf; Category II; Exp B; enclosed;MWFRS Interior zone; porch left exposed;Lumber DOL=1.33 plate grip DOL-1.33. 3) Provide adequate dratnage to prevent water pending. 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 cartes 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 87ALb up at 11-4-0, and 201.41b down and 81.61b up at 4-8-0 on bottom chord. The dasign1selection of such special connection device(s) is the responsibility of others. Job Truss Truss Type Oty Ply CHARLIE JONES - 12TH d OLIVE - CRH 311223 A07 FINK 3 1 Jab Reference Clonal 3 a. - V KWY JU CUVJ M I UK Ina USUleb, Inc, vvea NOV 7 r IU:UZ:0V ZUU4 rage 1 I -1-4-0 I 7-541 I 13-" 18-6-10 f- 26-" 274-0 1-4-0 7-5-6 5.6-10 5-6-10 7-5-6 1.4.0 Scab • 1:46.3 LX4 II 4.5 = Sae = 3.4 = 2.4 II 75.6 134)-0 18.6-10 26-0-0 75-6 5-6-10 56-10 7-5.6 I! LOADING(psf) SPACING 2-" CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plates hicrease 1.25 TC 0.39 Vert(LL) -0.08 2.11 >999 360 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.60 Vert(n) -0.18 2.11 >999 360 BCLL 0.0 Rep Strew Ina YES WB 0.42 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC20011ANSI95 Matrix) 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 purlins. BOTCHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 1027/O-B-0 6 = 1027/0-8-0 Max Hari 2 09(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 23 - -1820 3-4 1257 4-6 = -1257 6-6 1820 6.7 = 27 BOT CHORD 2.11 1599 10-11 = 1599 9-10 1599 6-9 = 1599 6.8 1599 WEBS 3-11 156 3-10 = -573 4-10 653 5-10 - 573 6-8 156 NOTES 1) Unbalanced roof live loads have been consideired for this design. 2) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf; BCDL=S.Opsf; Category It: 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 NOV 17 2004 Job Truss Truss Type Qty Ply CHARLIE JONES -12TH 3 OLIVE - CRH 311223 A06 SCISSORS 13 1 Job Reference Donal y ,..uwrw ar va,•ry , .icy i I O.1 VV 3 Mdy IV [WJ W I ex rrruu5V133, mr. vveu r4ov 1 r lu:uz:otP zuu4 rage 1 1-4-0 6-8-8 13-0-0 ( 103-8 26-0-0 , 27 4-0 I 1-4-0 6$$ 6.3.8 6-3-8 6-8-8 1-4-0 Scw • h:4e.9 05 = sd I tOOO 1 e 85 13-" 1935 26-0-0 65-0 6-3.8 6-3.8 6-85 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.26 9-10 999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.74 Vert(TL) 0.60 8-9 603 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.31 6 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix)Weight: 128 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 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 93-13 oc bracing. Except 1 Row at midpt 6.9 REACTIONS (lb/size) 2 = 1027/041-0 6 = 1027/0-8-0 Max Herz 2 87(load case 5) Max Uplift 2 = 2280oad case 4) 6 = 228(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 24 23 - 3260 3-4 = -2368 45 - -2368 5.6 = -3250 6.7 - 24 BOTCHORD 2.10 = 2970 9.10 = 2974 8-9 - 2974 65 - 2970 WEBS 3.10 = 123 3.9 - -769 4-9 = 1415 5-9 - -769 5.8 = 123 NOTES 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=20ft; TCDL=4.2psf, BCDL=5.Opsf; Category II; Exp B; endosed;MWFRS interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2,6 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228 lb uplift at Joint 2 and 228 lb uplift at joint 6. LOAD CASE(S) Standard NOV 17 2094 Job Truss Truss Type pty Ply CHARLIE JONES - 12TH 6 OLIVE - CRH 3 223 A05 ROOF TRUSS 1 1 Job Reference (optional) vv a ma7 — .... — UK muubwuz. mu. "ou Nov 1 r lu:uz:Da zvv4 rage 1 1-4-0 5-10-0 11-0-0 15-0-0 20-2-0 26-0-0 274-0 14-0 5-10-0 5-2-0 4-" 5-2-0 5-10-0 1-4-0 SCW . 1:46.9 4a7 = 40 - 4 6 lab 5.10-0 11-0-0 13-" 15-0-0 20-2-0 26-" 5-10-0 6-2-0 2-0-0 2-0-0 5-2-0 5-10-0 LOADING(psf) SPACING 2-" CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.26 TC 0.33 Vert(LL) 0.26 11 999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) 0.49 11 619 360 BCLL 0.0 Rep Stress Ina YES WB 0.29 Horz(TL) 0.31 7 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 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' F2 2 X 4 SYP No.3 BRACING TOPCHORD Sheathed or 3-3-7 oc purtins. BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. Except: 1 Row at midpt 7-10 REACTIONS (lb/slze) 2 = 102710-8-0 7 = 1027ro48-0 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 = -3266 34 = -2613 45 = -2819 55 = -2613 6-7 a -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: enciosed;MWFRS interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Bearing at joints) 2.7 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verity 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. jv,t NOV 17 20g LOAD CASE(S) Standard Job . Truss Truss Type Oly Ply CHARLIE JONES - 12TH d OLIVE - CRH 311223 A04 ROOF TRUSS 1 1 Job Reference o Donal u. iw s may . Luva mi i ex 1nuusale3, Inc. Wee NOV 1 r IU:UZ:01 2UU4 rage 1 1-4-0 6.6-5 11-0.0 15-0-0 19-5-11 26-0-0 274-0 14-0 6-6-5 4-5-11 4-0-0 4.5-11 8-0-5 14-0 S[W • 1:46.9 Us 4,.s 4 6 2.4 II 3A = 3A = 30 = 2.4 II 8 8.r 11-0 0 15-" 19-5-11 2"-0 6-6-5 4-5-11 4-" 4-5-11 6.8-5 3,N a Plate Offsets (X,Y): 12:03-0,0-1-01, 7:03-0.0-1.81 LOADING(psf) SPACING 2-" C81 DEFL In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.12 9-11 >999 360 M1120 2491190 TCOL 7.0 Lumber kxxease 125 BC 0.46 Vert(fL) -0.19 9-11 >999 360 BCLL 0.0 Rep Streas Ina YES WB 0.27 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 120 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 4-4-13 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/slze) 2 = 102710-8-0 7 = 1027/0-8-0 Max Hors 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 23 = -1857 3.4 a .1404 4.6 • -1256 5.6 = -1404 6.7 - .1857 7-0 = 27 BOTCHORD 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 a 129 NOTES 1) Unbalanced roof Ova loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h-201; TCDL4.2pst, BCDL=S.Opsf,, Category It: Exp B; enclosed;MWFRS Interior zone;Lumber DOL-1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water pending. 4) 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 Iu - 9JOv 1 71004 1311223 ROOF TRUSS 1 i -1-4-0 1 5-8.11 9-0-0 17-" 20-3-5 1 26-0-0 2 7 1-4-0 5-8-11 33-5 8-0-0 3-3-5 5-8.11 1-4-0 Scats • 1:46.9 6..5 = 46 = 4 5 Us = 30 = 30 = 9- 0 i 17-" 26-0-0 9-0-0 8-" 9-" U411 Plate Offsets (X,Y): 12:0-2-15,0-1-81,15:0-5-4,0.2-01.f7:0-2-16,0-1.81 LOADING(psf) SPACING 2-" CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates'lnerease 1.26 TC 0.43 Vert(LL) -0.08 11 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.26 BC 0.45 Verl(TL) -0.23 7.9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.10 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Mebix) 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 4.5-12 oc purtins. BOTCHORD Rigid calling directly applied or 10-" oc bracing. WEBS T-Brace: 2 X 3 SYP No.2 -5-11 Fasten T and I braces to narrow edge of web with IOd Common wire nails, gin o.c.,wlth 4in minimum end distance. Brace must cover 90% of web length. REACTIONS (th/slze) 2 = 1027/0-" 7 = 1027ro-0-0 Max Horz 2 -68(load case 5) Max Uplift 2 =-2030oad case 4) 7 =-203(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1.2 - 27 23 = -1806 3-4 = .1615 4-5 - -1484 5-6 _ .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-5.Opsf; Category 11; Exp B; endosed;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 at Joint 2 and 203 lb uplift at Joint 7. LOAD CASE(S) Standard U& NOV 17 20D4 Job , ' Thus -]Truss Type pty Ply CHARLIE JONES - 12TH 3 OLIVE - CRH 311223 A02I ROOF TRUSS 1 1 Job Reference (oolionall nua,u ouuuu,y mnuu,Uw, JtlNu Y, IL .41 f 1 0.1VV s May JU ZUUJ W I OK Inausulas, Inc. WOO NOV 1 r 10:U2:0b ZU04 Page 1 1 -1-4-0 1 7-" ) 11-0-9 i 14-11.7 1 19-" 1 26-" 1 27-4-0 1-4-0 7-" 4-0-9 3-10-13 4-0-9 7-" 1-4-0 S..W • V48.9 Us = 3 3.4 = 2a4 11 Us - 4 6 0 f = '- -- .. .- - 4i7 0 2.4 II 3,A = US = 4i5 = 2.4 II 1 7-" 11-" 14-11-7 1 19-" 26-0-0 i 7-" 4-0-9 3-10-13 4-0-9 7-" Plate Offsets (X,Y): [2:0-0-14,0-0-21, 3:0-6 4,0.2-01, 18:0-6-4,0-2-0I, (7:0-0.14,0-0-21 LOADING(psf) ' SPACING 2.0.0 CSI DEFL in (loc) Well 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 1.26 BC 0.93 Vart(TL) -0.45 11-12 >668 360 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.14 7 n/a n/a BCDL 10.0 Code FBC200VANS196 Matrix) Weight: 120 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 2.7-11 oc pudins. BOTCHORO Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 1980/0-8-0 7 = 1980/0-04) Max Horz 2 =-57(load case 5) Max Uplift 2 =-199poad case 2) 7 =-199(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 27 23 - 4181 34 _ 4680 4-5 - 4577 5-0 = 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 root 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; endosed;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 at joint 2 and 199 lb uplift at joint 7. 5) Special hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 474.81b down at 19-0-0, and 474.81b down at 7-" on bottom chord. The design/selection of such special connection devices) Is the responsibility of others. lu - Nov 17 2004 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Job • Truss Thus Type Oly Ply CHARUE JONES - 12TH 6 OLIVE - CRH 311223 A01 ROOF TRUSS 1 1 Job Reference (optional o.ivu s May Ju zvuj nu h ex Inou3mes, rnc. Waa Nov 1 r 1u:VZ:Ob ZOV4 rage 1 1.4-0 1 4-0-5 ) 7-" 11-0 9 ) 14-11.7 1 1941-0 1 21-11-11 2"-0 ( 27-0-0 i 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 S,. • V48.0 44s = 3a4 = 2.4 II cis = 4 5 s Us II Us = 4as = 40 = 2.4 11 I 7-" 9-0-0 11-0-9 14-11-7 I 19-" i 26-0-0 i 7-" 2-" 2-0-9 3-10-13 4-0-9 7-" LOADING(psf) SPACING 2-" CSI DEFL In (loc) udeft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.17 12-13 999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.26 BC 0.89 VadM) 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: 140 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 SOT CHORD 2 X 6 SYP N0.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 2.103 oc puriins. BOTCHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7 = 1394/041-0 2 = 1835/0-8-0 Max Horn 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 BOT CHORD 2-13 = 3540 13-14 - 3590 12-14 = 3590 11.12 = 3923 10-11 = 2506 9-10 - 2506 7-9 - 2497 WEBS NOV3-13 = 978 3-12 = 408 E 2 Dri 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=S.Opsf; Category 11: Exp B; endosed;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 at joint 7 and 199 lb uplift at joint 2. 5) Special hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 474.81b down at 7-". and 700.01b down at 9-0-0 on bottom chord. The design/selection of such spedal connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 i 2870 Kinnon Drive Orlando,Florida 32817 Phone 321-22y-5067 Nextel 158*92W59022 i H&H PLUMBING9 Fla. State Cert. CFC"32605 22' y/ c AVI n/ T 0'a IlG 5, in/l5 Va,4J #aAl.,e 5 M % /6.<J7' C c6 000- ZZ cb ram... ceroyn Boyd+ My Commission DD156852 Ala Expires November 22, 2008 26-0-8 A 1B-4-BA 3-8-0 /2-8-0 aL 8ENIAG WaLS 8'-0" HFF R'i (11 EC.To1Z gS J4'aU>0LE:- 41TU 60) vJ IIr N C t, a-) Wd 41Wo CAP: =1 Cw 2 - LUS2y h% fAS WILLIAM F. STUHRKE, PhD PROFESSIONAL ENGINEER FLORIDA REGISTRATION #22150 t 3! 404- N Qama V/ 0 C r W Q O V C co z NNW O QQ 1® O2 1 m < N x_ 09 LL W Z < zmN i;UX UJJ14a02Z W 9'!oWN NCO N WWV W Q$rJ4 ZOpmQSWZ QO2 N >W Z3Z cr a n m 1 OLn mm W O J Z_ n c0 u Z V) p w Ow 0 o O J r7 LLJ O N M U N U N 00 LLI MLLI 5m U') D O Z Z ZZEEO O w w U 0 d m V U) 0 CITY OF SANFORD BUILDING DIVISION OWNER/BUiLDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit, supervising, and doing the work in connection with the construction, maintenance, repair. and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within I year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection. an owner shall personally appear and sign the building permit application. State lacy requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25.000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within I year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I, y do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted stricture. Q b 11c S 0\vner/Builder Signature Datc Print 0\vner/Buildcr Manic c /> O.", r 5 Signature of Notary —State of Florida Datc 0\vncr is Personally Kno\vn to Me or has Produced ID CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Z__> *_,S_,-, Owner/Build er Signature Date Print Owner/Builder Name Signature of Notary —State of Florida Date Owner is Personally Known to Me or has Produced ID