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600 Persimmon Ave (3)PERMIT ADDRESS CONTRACTOR ADDRESS 1 2, PHONE NUMBER PROPERTY OWNER SUBDIVISION PERMIT # C)u DATE \q "O PERMIT DESCRIPTION PERMIT VALUATION( (�C� SQUARE FOOTAGE • ADDRESS �`C� �. `l�►J��-` ���t r PHONE NUMBER i ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE 0 Permit # :floc) Job Address: InOO Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION I Salo Date: Permit Type: Building Electrical Mechanical V Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential _L_-'� Replacement New ✓ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ^^ l (Attach Proof of Ownership & Legal Description) Owners Name & Address: F�(� T R A I N U an ^ Phone: Contractor Name & Adtd"re_ss`: {fit' e 3905 Si-• id hfQ1 Pi-L i't 3.271-7 1 State License Number: co SO `t'?i It Phone& Fax: 40_J-3')-7'1-- /q-!9J 3J>3�ntactPerson: 6!0 0 Phone: `LD?-3X-7-`7V55_ Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 I will notify the owner of the property of the�mentsI 'da L'aw, FS 713 YA4.0 Signature of Owner/Aeent Date Signature of Con rac r/A Date Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Produced ID Personally Known to.Me or APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Date Signature of Notary -State of MY COwnlolsl # DD 164329 Contractor Produuced cc ,, don2tr MINX _ 0z(' � "Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) CITY OF SANFORD PERMIT APPLICATION Q Permit # : U^IDate: Job Address: (0on Description of Work: e f T C� Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing 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 Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel a: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: 0 C 1\11/�) C Q �� ��; Zn r1 %I - 1kN``rNoZ1) ^�—y State License Number: —CA CO O4Z0 I Phone & Fax: 40-1-3Zz—��SS 3ZZ3d.�� Contact Person: 'RD %0 Phone:4d7-3�7 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 property of the re F ida Lie FS 713. a'10q Signatureo(Owner/Agent Date Sign r of Contractor/Agent)Date I erg Print Owner/Agent's Name I C c en s Name Signature of Notary -State of Florida Date Signature of Notary -State of on LHIS MY COMMISSION d DD 1fa4329 - EXPIRES: January 24, 2007 WS BMW lhv Notary Ptc6c urxletwt Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ Per _ Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: vc� '_�- �('_�1 (7)`l CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES HONE # 407-302-1091 * FAX #: 407-330-5677�i DATE: C' PERMIT #: - BUSINESS NAME / PROJECT: ADDRESS: (l't d e C- c-', : /1.1 . ✓t PHONE NO.: FAX NO.: CONST, INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEWX F. A. [ ] F.S. j HOOD [ ] PAINT BOOTH [ ] B RN P1�fjd,[TTENT PERMIT [ ]NK PERMIT (] OTHER �`.��,'��1— TOTAL FEES: $ ' 0C (PER UN7'vb_7) EE BELOW) ✓7 COMMENTS: ' e At—) CA // Address / Bldg. # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 14. 15. 16. 17. 18. 19. 20. Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 32771 Phone # -407- 330-5656. Proof of" Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of* Sanford, Florida. Sanford Fire Prev Lion Division Applicant's Signature State of Florida NOTICE OF COMMENCEMENT County of Seminole Permit No. Tax Folio No. (PID) 24 'C-9-36 `'3g0- o r i?) -0060 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) SOP) FERS-I knMQ 1 .S:q Li[RR62, A �3 Z 1, 1 GENERAL DESCRIPTION OF IMPROVEMENTWFARYANINIT- "WORSE - ry pK- OWNER INFORMATION Name and address Interest in property (Fee imple, Partnership, etc. NAME AND ADDRESS OF FEE SIlVIPLE TITLE HOLDER -(IF OTHER THAN OWNER) CONTRACTOR Name and address-51q(j�t AAs$4C1� C~D►1/5`roil t-T(Oli *?, tom.. r:4? 4!;' ,5�A n _ o e -'�! -,3 Z-I SURETY (Bonding Company Name and address /I Amount of Bond LENDER Name and address ��r IIIIIIIlt11111111111gill11tIUI11t1�10®pellWl®® MARYANNE MUHSEj CLERK OF CIRCUIT BK 05352 PG 1660 CLERK'S 0 2004095618 RECORDED 06/18/2004 02i21i2il PH RECURDINS FEES 10.00 Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713 13(1)(a)7 Flnridn Rtntnter A r Name and address C In addition to himself Owner designates of J ,04M C cf G, to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is I year from date of recording unless a different date is specified.) THIS PATRUMENT PRE ARED BYE ` f NAME T I'l( I�'VL�Cv►ti�. ADDR. Al�AI 17R - Signature of Awner �q�=�'l -UE; re me this Da of y ,n . PATRICIA A MANN s„ MY COMMISSION 0 DD 099327 EXPIRES: April 5, 2006 M Y Commission ExP fires: ", R OanoodT=NwrlPone unaowitora Notary Public _. The regoing ins nt was ac owledaed before me this If day of i by �1. (name of person acknowl ged), who is personally known to- me or who has produced/ff (type of identification) as identification and who did / did not take an oath 0 , CITY OR SANMRD PERMIT APPLICATION i 0 Permit# G�- _`� _ Date C, Job Address _COV_C3 r&-X5 M AF1V N 7 4- L / 1 ,tt.• I Description of Work; t 4/ N - 16,X 60 - Historic District: k10_ Zoning ,0MA2 erV #.4-L Vail of Work. $ 0 O Permit Type. Building Electrical Niechanical _ Piumbin� PS Piro Sprinkler/Alarm Wd _ Pool N0_, Electrical: New ScMce - # of AMPSEx i STiN � Addidon/Altctation -A— Q=ge of Service hln - Temporary Pole �lq Mechanical: Residential Non -Residential Replacetrttat New (Duct Layout & Energy Cale. Requires Plumbing/ New Commercial: # of Fixmres # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: #! of Water Closets Plumbing Repair —Residential or�mrneicial ����// 0 1 t?ecupaney Type: Residential Commercial Industrial Total Square footage MF Construction Type # of Stories: 4-- At of Dwelling' Units: _,_ Blood Zone: (FEMA forth required for other than X). . Parcel A. 7 —, / — 3b —300 (Attach Yroof of Ownership & Legal Description) Owners Nnmo Address: c:5)� � ;T4/t%S�R iY6%/ON �/G S"d6 V4ATo? 5-r. ,,rhcKSflw/LGe- Ft- .37z02 Phone: 467 Contractor Name lac Addrtss: P,QA �01(IiF' Phone & Fax: 322- Bonding Company: Addre": .,.,• Mortgage Lentler: Address: f ArehitmIEngincer: 1_! / Address: 122 /5", i F z-7 Person: State License Number: Pltant0 or - Application is hereby made to obtain a permit to do the work and installations as indicstid. i certify that no work or installation has eommencod 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 eeparare permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, ld£ATERS, TANKS, and AIR CONDITIONERS. ctc. Ow1v�R _$ nrf[O(wt T: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applia-Ihkt: laws fcyufacing construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUI ITt PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. If YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNt:Y Elf -FORE KI�CORDiNG YOUR NO-rtCE 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. Acccptancc��of permit is venti Lion that I will notify the owner of the p perry of the requiremenm of Florida Lien Iaw FS 713. . Vi SignaturcofG4**WAgcnt� Date SignaureofContraetor/Agent Dare r Prin Ge mer/Agents Name' rin tractorlAgent's N e , )) N+ y ^.. ;r7'," 35it.N # DD 188491 to Me or Co. / Date Sien, 6rcotaMyCOMMISSI 4260 Date z November 12, 2006 E IF1ES: ,. u Budget Notary Services, COW, f cnt is , ersonally Known to Me or Prcuiuced ID _ r APPLICATION APPKOVED BY: 8ldz- � �1 Zoning: • 1 L 0 (Initial & Date) (Initial & Date) Special Conditionm d< Ufdc) '-(IRiiial SHOEMAKER CONSTRUCTION 2701 West 25th Street P.O. Box 1885 Sanford, Florida 32772-1885 407/322-3103 407/322-1205 Fax SINCE 1956 POWER OF ATTORNEY July 19, 2004 I hereby authorize William S. Brumley, Jr., Vice -President, of Shoemaker Construction to pull and pick up any and all permits related to the work at 600 Persimmon Avenue, Sanford, Florida 32771. Alan Dean Shoemaker -President PATRIG Patricia A. Mann — N V . MY COMMISSION H pp 09y327 �� � EXPI n,N N S: AP015,26 o�ry ruSric Un<le+wrlIBM State of Florida County of of Seminole Before me this 19`h day of July 2004 appeared William S. Brumley, Jr. who is personally known to me. RESIDENTIAL -COMMERCIAL -INDUSTRIAL LICENSE NUMBERS: RG 0000958 & CBC052140 NATIONAL ASSOCIATION OF HOME BUILDERS CSX Transportation, Inc. 500 Water Street Jacksonville, FL 32202 POWER OF ATTORNEY July 19, 2004 I hereby authorize William S. Brumley, Jr., Vice -President, of Shoemaker Construction to pull and pick up any and all permits related to the work at 600 Persimmon Avenue, Sanford, Florida 32771. M. R. Farr State of Florida County of Seminole LC�2 TERRYtJMU�SLASCamnieww M OW 17350JM sa Weo Rough 4) FWIft �d Assn., hv— H'�HHsH. H0HHH9H60HHHH.H Z ;;9 is I SO da of July 2004 appeared William S. Brumley, Jr. who kn0wn to me. May 13 04 09:02a Seminole County Csvr 407GG57573 P.1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 CI Back D PARCEL DETAIL - seminuic Crwntq f, �nrcrl v ��mlrr r AE cirra-iret � ! 441,-4, r,s-^ c06 �.c. . 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 26-19-30-300-0180-0000 Tax District: SANFORD Number of Buildings: 0 Owner. CSX TRANSPORTATION Exemptions: Depreciated Bldg Value: $0 INC Depreciated EXFT Value: $0 Own/Addr: TX DEPT (J910) Land Value (Market): $10 Address: 500 WATER ST Land Value Ag: $0 City,State,ZipCode: JACKSONVILLE FL 32202 Just/Market Value: $10 Property Address: Assessed Value (SOH): $10 Facility Name: AUTO TRAIN Exempt Value: $0 Dor 98-CENTRALLY ASSESSED Taxable Value: $10 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $0 Deed Date Book Page Amount Vaclimp 2003 Taxable Value: $10 Find Comparable Sales within this DOR Code DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND LEG SEC 26 TWP 19S RGE 30E THAT PT OF SE Land Assess Method Frontage Depth Land Units Unit Price Land Value 1A LYING S OF SCL RR TO JACKSONVILLE N OF LOT 0 0 1.000 10.00 $10 LEESBURG BRANCH OF SCL RR & W OF PERSIMMON AVE : Assessedvalues shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax ses. Lou recent!y purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_countytitle?PARCEL=26193030001800._. 5/13/2004 CITY OF SANFORD PERMIT APPLICATION Permit # : 0 ((- d to ,� tf $-- p Date: Job Address: teD'C7 /ZorSrk.,.rin.n.i 19-:.tom, Description of Work: l 0--, Historic District: Ay Zoning: Value of Work: $_ e2.5C 0-*-0 Permit Type: Building Electrical Mechanical Plumbing 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 Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone (FEMA form required for other than X) Parcel a: Owners Name & Address: ­1 komtractor Name & Address: (Attach Proof of Ownership & Legal Description) Phone: State License Number. &_ e_ OZ Phone & Fax: 3 ©- alqoO 13 C 3 Contact Person: / ,'m Phone: Bonding Company - Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicahlt: 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 LENDI?It 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 I will notify the owner of the property of the require f Florida Lien Law, FS 713. g Y-.C* Signature of Owner/Agent Date Signature of Contractor/Agent Date ,rZr Print Owner/Agent's Name P t C tractor/A11 gent's a e Signature of Notary -State of Florida Date Si otary State of Florida Date +° • ;lc, FLORENCE & OE GR0r + * MY COMMISSION # DO 1641i•- Owner/Agent is _Personally Known to Me or Conte entEX November 1 2,0,N p�)yylgwp to Me or _ Produced ID _Produced lD APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: FD: (Initial & Date) (Initial & Date) (Initial & Date) Utilities: CITY OF SANFORD PERMIT APPLICATION Permit # :_ B LI — / / & g ~ Job Address: /&&0 i�P�51 M ►-A p A Description of Work' C �e—r--fel`L Historic District: /1 u Zoning: Date: AIM— lL x til ' b �� Value of Work: $ eo Permit Type: Building Electrical t� Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS (DD Addition/Alteration 44*wr Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial4 Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: Owners Name & Address: Aontractor Name & Address: (Attach Proof of Ownership & Legal Description) I State License Number: =;-c_ Phone & Fax: (9— � 33 - �4' 3 Contact Person: rv%. �ol �s 7I Phone: Bonding Company - Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wort or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. t, OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all wont 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 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 property of the Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Date Date Zoning: Lien 4 Signature of Con ctor/Agent 9_q_D�/ Date q'fiNo HIA11 It pate * * MY COMMISSION i DD 164280 1-4EXPIRES: November 12, 2006 No or to Bond,e�d/� ru Budget Notary Services Contractor/Agent is V Personally Known to Me or Produced ID (Initial & Date) Utilities: (Initial & Date) FD: (Initial & Date) Job Truss Truss Type Oly Ply (dg) Shoemaker Const/Sanford 310105 A01 ROOF TRUSS 1 2 Job Reference (optional) Aoams butiatng ma[ena1S, Oamoro, rL JZr r 1 5-7-13 o.luu s may Ju zuuJ MI I ex Imeusuies. Inc. t-n Jun 77 lu:,u:zu zuu4 rage 1 11-0-3 16.8-0 5.4-5 5-7-13 S.W. • 1:27.2 D.oe 12 q 111lF(i0 1 W17! 72 ; W3 W4 �� . W5 Wl1 N7 in 81 7 It 4x5 _ 20 II 2x4 11 YI 5-7-13 11-0-3 16-8-0 5-7-13 5-4-5 5-7-13 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.03 6-7 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.08 6-7 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.53 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight: 219lb 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 6-M oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-M oc bracing. REACTIONS (lb/size) 6 = 241410-3-8 5 = 2420/0-3-8 Max Horz a = 79(load Case 4) Max Uplift .8 =-107(load case 3) 5 =-124(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-8 = -1858 1-2 = -2687 23 = -2687 3-4 = -2758 BOT CHORD 7-8 = 131 6-7 = 2758 5-6 = -42 WEBS 1-7 = 3038 2-7 = 412 3-7 ' _ -85 3-0 _ -447 4-6 = 3292 4-5 = -1929 NOTES (6) 1) 2-ply buss to be connected together with 0.131'x3' Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows:*2 X 4 - 1 row at 0-9-0 pc. 2) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=S.Opsh BCDL=S.Opsf; Category It: Exp B; enclosed;MWFRS Interior zone; end vertical left and right 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 107 lb uplift at joint 8 and 124 lb uplift at joint 5. 5) Girder cartes Uo4n span(s): 10-1-0 from 0-" to 16-8-0 6) Segn: 407072006. Cate:6/8/2004 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 14 = -80.0 5-8 = -214.8 J b -- JUt4 i 120M 00) Oate Job Truss Truss Type Oty Ply Shoemaker Const/Sanford 310105 A02 ROOF TRUSS 19 1ab [t1g) Reference (optional) Aeams tsuiming marenars, sanroro, rL au r l ,.luu S may su zuus MI r eK mousures, mc. rn Jun 11 lu:0u:z1 zuuq raga 1 5-7-13 11-0-3 16-8-0 5-7-13 5-4-5 5-7-13 Scale • 1:27.2 0.05112 1 — 2 7 4 2.411 -- 2x4 11 rl 5-7-13 11-0-3 16-8-0 5-7-13 54-5 5-7-13 LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.02 6-7 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight: 97 lb 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 5.7-10 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 8 = 819/0-3-8 5 = 82510-3-8 Max Horz 8 = 81(load case 4) Max Uplift 8 =-85(load case 3) 5 =-103(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-0 _ -756 1-2 = -894 2-3 = -894 3-4 = -923 BOTCHORD 7-0 = So 6-7 = 922 5.6 = -17 WEBS 1-7 = 999 2-7 = -433 3-7 = -35 3-6 = -472 4-6 = 1112 4-5 = -780 NOTES (4) 1) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=S.Opsf; BCDL=S.Opsf; Category 11; Exp B; enclosed;MWFRS Interior zone; end vertical left ��� +4 1 and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 85 lb uplift at joint 8 and 103 lb uplift at joint 5. 4) Segn: 407072006, Date:6/812004 LOAD CASE(S) Standard Job Truss Truss Type Oly Ply (rig) Shoemaker Const/Sanford 310105 A03 ROOF TRUSS 1 Job Reference (optional) Aeams tlunaing Matenals. Sanrore, rL JZrr1 0.1UU 5 May JU ZUUJ MI I OK Imeu5me5, Imr. rn Jun 11 iu;ov:Zl ZUU4 rage i r— 5-7-13 + 11-0-3 ( 16-8-0 5-7-13 54-5 5-7-13 SaM. • V27.2 B.oa 112 1 — 2 3 e W1 WS WB B1 7 eUs_ A.. e 24 II 5-7-13 5-4-5 5-7-13 W II M LOADING(psf) SPACING 2-" CSI DEFL in (loc) VdeO Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.03 6-7 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.08 6-7 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.53 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight 219 lb 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 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. REACTIONS (lb/size) 8 = 2414/0-3-8 5 = 2420/0-" Max Harz 8 = 79(load case 4) Max Uplift 8 = -107(load case 3) 5 = -124(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-0 _ -1858 1-2 = -2687 2-3 = -2687 3-4 = -2758 BOT CHORD 7-8 = 131 6-7 = 2758 5.6 = -42 WEBS 1-7 = 3038 2-7 = 412 3-7 = -85 3.6 = 447 4.6 = 3292 4-5 = -1929 NOTES (6) 1) 2-ply truss to be connected together with 0.131'x3' Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98; 120mph; h=15ft: TCDL=S.Opsf; BCDL=S.Opsf; Category 11; Exp B; enciosed;MWFRS interior zone; end vertical left and right exposed;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 107 lb uplift at Joint 8 and 124 lb uplift at joint 5. 5) Girder canes dean span(s): 10-1-0 from 0-" to 16-8-0 6) Segn: 407072006, Date:6/812004 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-0 _ -80.0 5-8 = -214.8 uzg- JUN 1 1 Zppq Job Truss Truss Type Oty Ply (tlg) Shoemaker Const/Sanford 310105 A04 ROOF TRUSS 1 1 Job Reference (optional) Roams ounamg malenals, aanluro, rL ou 7I o.iuu s may au zuuo mr i ex meusmes, mc. rn dun n iu:ou:zz 4uuq rage i 2-" 5-9-8 10-9-2 15-6-8 2-" 3-9-8 4-11-10 4-9-6 u. 394 // 3 a,® // 11 10 4 3x4 = 5 2-" 5-9-8 15- -8 2-" 3-9-8 9-9-0 a scab • 1:27.3 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.03 1-11 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.12 7-8 >945 360 BCLL 0.0 Rep Stress Ina YES WB 0.38 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight 129lb 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.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing: 8-9. REACTIONS (lb/size) 7 = 275/Mechanical 8 = 125010-M Max Herz 8 = 191(load case 4) Max Uplift .7 =-55(load case 3) 8 =-291(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 91 23 = 235 3-4 = 403 4-5 = 397 5-0 _ -58 6-7 = -175 BOTCHORD 1-11 = 4 10-11 = 0 9-11 = 60 2-12 = -47 9-12 = 0 8-9 = 46 7-0 7 = 0 WEBS 3-12 = -59 5-7. _ -15 43 = 384 3-8 = -465 5-8 = -598 JUN 112004 NOTES (8) 1).Wind: ASCE 7-98; 120mph; h=15ft; TCDL=S.Opsf; BCDL=5.Opsf; Category 11; Exp B; enclosed;MWFRS interior zone; cantilever left exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detair 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-" oc. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 7 and 291 lb uplift at joint 8. 8) Segn: 407072009. Date:61512004 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply (tlg) Shoemaker Const/Sanforo 310105 A05 ROOF TRUSS 4 1 Job Reference (optionall Aaams 13Ullamg Materials, bantora, t-L J2111 22.: b.loo s May 30 2003 Ml I ek Inaustnes. Inc. t-n Jun 11 1o:be:"L3 Z004 Page 1 2-" 5-9-8 10-9-2 ( 15-" 2-" 3-9-8 4-11-10 4-9-6 2a4 II U4 = 2a4 II Scale • 1:25.7 D 6411 4 6 6 U4 // U4 II 11 to 2.4 II 2-" 5-9-8 15-6-8 2-" 3-9-8 9-9-0 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.03 1-11 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.12 7-8 >945 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight 101 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 TOPCHORD Sheathed or 6-" oc purlins, except end verticals. BOT CHORD Rigid coiling directly applied or 10-" oc bracing. Except: 6-" oc bracing: 8-9. REACTIONS (lb/size) 7 = 275/Mechanical 8 = 1250/0.8-0 Max Herz 8 = 191(loadcase 4) Max Uplift 7 =-55(load case 3) 8 =-291(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 91 2.3 = 235 3-4 = 403 45 = 397 BOT CHORD 1-11 = 4 10-11 = 0 -� 9-11 = 60 2-12 = 47 9.12 = -60 8-9 = -46 7-0 = 70 WEBS 1 12004 3-12 = -59 5-7 = -15 ,SUN 4-8 = -384 3-8 = 465 5-0 _ -598 NOTES (5) 1) Wind: ASCE 7-98: 120mph; h=15ft; TCDL=S.Opsf; BCDL=S.Opsf; Category 11; Exp B; enclosed:MWFRS Interior zone; cantilever left exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) Refer to girder(s) for buss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 7 and 291 lb uplift at joint 8. 5) Segn: 407072010. Date:6/5/2004 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply (tig) Shoemaker Const/Sanforo 310105 A05A ROOF TRUSS 1 1 Job Reference (optional) „yams ouumng matunam, aamum. rL ou r I 0.7uu s may ov cuVa m1 I eK mousmes, mc, rn dun 7 i w:ov:td 4uun rage i 2-" 5-9.8 10-9-2 15-6-8 2-" 3-9-8 4-11-10 4-9-6 2x4 11 3.4 = 2.411 1 3.4 — 2 3 4 1 W2 W3 W2 W4 W4 W2 II It II 83 2x4 II us = axe = W II 2x4 II 2.411 2-" 5-9-8 2-" 3-9-8 9-9-0 scHa • 1:27.0 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.02 5-0 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.13 5-6 >887 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight: 90lb 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jqs): 7 REACTIONS (lb/size) 5 = 378/Mechanical 6 = 947/0-8-0 Max Uplift 5 = -43(load case 3) 6 =-226(load case 2) FORCES (Ib) -First Load Case Only TOP CHORD 1-2 = 140 2-3 = 140 3-4 _ -60 4-5 = -176 BOT CHORD 6-7 = 0 5-6 = 198 WEBS 1-7 = 9 3-5 = -176 2-0 = -383 1.6 = -191 111 3-6 = -432 1 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98: 120mph; h=15ft; TCDL=S.Opsf. BCDL=S.Opsf; Category 11; Exp B; endosed;MWFRS interior zone; cantilever left exposed ;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 43lb uplift at joint 5 and 226 lb uplift at Joint 6. 6) Segn: 407072011. Date:6/5/2004 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Shoemaker Const/Sanford 310105 A058 ROOFTRUSS 1 1ob [g) Reference (optional) Aaams uutia1ng ma[enals, James, rL JLr r 1 a.lau s may Ja ZUVJ m1I ex Inausales, Inc. rn Jun 11 lu:0u:zq zuuq rage 1 3-9-8 8-9-2 13-" 3-9-8 4-11-10 4-9.6 2x4 It 3x4 = 2x4 11 Scmle • 1:27.0 1 30 — 2 3 4 W2 W3 W2 W4 W4 W7 11 l 11 4 II 63 2.411 3.4 = 3.8 = 2.4 II 2" 11 2x4 II 3-9-8 9-9-0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.02 5.6 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.13 5.6 >887 360 BCLL 0.0 Rep Stress Ina YES WB 0.27 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight: 90lb 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 TOPCHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7 REACTIONS (Ib/size) 5 = 378/Mechanical 6 = 947/0-M Max Uplift 6 = -43(load case 3) 6 =-226(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 140 2-3 = 140 3-4 _ -00 4S = -176 BOT CHORD 6-7 = 0 5-0 = 198 WEBS = -383 3-6 = -432 1-7 3-0 _ -432 1-7 = 9 1-0 _ -191 J NOTES (6) 1) Unbalanced roof live loads have been considered for this design. '� /MA/J JUN 2M4 2) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=S.Opsf; BCDL=S.Opsf; Category II; Exp B; enclosed;MWFRS interior zone; cantilever left exposed :Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(6) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 5 and 226 lb, uplift at joint 6. 6)Segn:407072012,Date:6/5/2004 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Shoemaker Const/Sanford 310105 AOSC ROOF TRUSS 1 1ob [0g) Reference (optional) Adams wilding Materials, Santora, FL :12//1 b.100 a May 30 2003 MI I ek Inaustrles, Inc. Fri Jun 11 10:50:24 2004 Page 1 i 1-9-8 6-9-2 ( 11-" 1-9-8 4-11-10 4-9-6 2=4 11 3=4 = 2=4 11 scam • 1:27.0 2 3 4 W2 W2 W4 W4 W2 112 4 11 W 2.411 3=4 = >xa = 2.4 II 2.4 II 1-9$ 11-64 9-9-0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.01 5-6 >999 360 M1120 2491190 TCDL 20.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.12 5-6 >927 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight: 78lb 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 puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jqs): 7 REACTIONS (lb/size) 5 = 442/Mechanical 6 = 683/0-8-0 Max Uplift 5 = 50(load case 3) 6 =-131(load case 2) FORCES (lb) -First Load Case Only TOP CHORD 1-2 = -11 2-3 = -11 34 = -69 4-5 = -173 BOTCHORD 6-7 = 0 55 = 282 WEBS 35 = -286 2-6 = -306 35 = -347 1-7 = 46 1-6 = 22 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=S.Opsf; BCDL=5.Opsf; Category It: Exp B; enclosed;MWFRS Interior zone; cantilever left exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 5 and 131 lb uplift atjoint6. 6) Segn: 407072013, Date:6/5/2004 LOAD CASES) Standard Job Truss Truss Type Oty Ply Shoemaker Const/Sanford 310105 A05D ROOF TRUSS 1 [g) ob Reference (optional) Adams Buadmg Malenais, Sanford, FL 3277 i S.Tuu s May su 2003 rvll l ex industries, Inc. Fri dun T 1 Tu:ou:zo zuu4 rage i 4-8-8 9-5-0 4-8-8 4-" 2A 11 3.4 = 2a4 II Scale • 1:22.5 1 2 3 wl W2 T1 W2 a wl e, US = 9-5-0 9-5-0 LOADING(psQ TCLL 20.0 TCDL 20.0 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 0.38 BC 0.21 WB 0.19 (Matrix) DEFL In (loc) Well L/d Vert(LL) 0.16 4-5 >691 360 Vert(TL) -0.12 4-5 >923 360 Horz(TL) 0.00 4 n/a n/a PLATES GRIP M1120 249/190 Weight: 55lb 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, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 5 = 456/0-4-0 4 = 456/Mechanical Max Uplift 5 =-163(load case 2) 4 =-163(load case 2) FORCES (lb) - First Load Case Only TOPCHORD 15 = -170 1-2 = -58 23 = 58 3.4 = -170 BOTCHORD 45 = 298 WEBS 25 = 310 2-4 = 310 NOTES (5) 1) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=S.Opsf; BCOL=5.Opsf; Category II: Exp B; enclosed;MWFRS Interior zone; cantilever left and right exposed ; porch left and right exposed;Lumber DOL=1.33 plate grip 33. p� � � 2) Provide adequate drainage to prevent water pending. adequate N J V f V [(J�Jl� M 3) Refer to girder(s) for buss to truss connections. 4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 163 lb uplift at Joint 5 and 163 lb uplift at joint 4. 5) Segn: 407072014, Date:6/5/2004 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply (0g) Shoemaker Const/Sanford 310105 A06 ROOF TRUSS 1 1 Job Reference Lionel Adams t3uilding Matenals. Santora, FL UZ111 b.1 uu a May 3U zuu3 mi i eK inaustneS, inc. r-n Jun 11 1U:*U:Zb ZUU4 rage 1 2-" 5-9-8 + 10-9-2 155" 1 �:1 r8 2-" 3.9-8 4-11-10 4-941 0-4-0 3r4 = Scale - 1:27.3 3 axe rr 4 5 e 7 32 3s4 rr 12 11 2-" 5-9-8 15-6-8 15-10r8 2-" 3-9-8 9-9-0 0-4-0 LOADING(psf) SPACING 2-" CSI DEFL in (toc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.03 1-12 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.12 8-9 >940 360 BCLL 0.0 Rep Stress Ina YES WB 0.38 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight: 130lb 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.3 BRACING TOP CHORD Sheathed or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS (lb/slze) 8 = 314/Mechanical 9 = 1249/0.8-0 Max Herz 9 = 191(load case 4) Max Uplift 8 =-75(load case 3) 9 =-291(load case 2) FORCES Via) - First Load Case Only TOPCHORD 1-2 = 91 2-3 = 235 3-4 = 403 45 = 397 55 = -57 6-7 = 0 6-0 = -214 BOT CHORD 1-12 = 4 11-12 = 0 10-12 = 60 2-13 = -47 10-13 = -50 9-10 = -46 8-9 = 68 WEBS 3-13 = 59 5.8 = -15 4-0 = -385 3-9 = -465 5-9 = -596 NOTES (8) 1) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed;MWFRS interior zone; cantilever left exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MTek "Standard Gable End Detail' 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x4 M1120 unless otherwise Indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 751b uplift at joint 8 and 291 lb uplift at joint 9. 8) Segn: 407072015, Date:6/5/2004 LOAD CASE(S) Standard j � JUN 1 1 2U04 Job Truss Truss Type Oty Ply (rig) Shoemaker Const/Sanford 310105 A07 ROOF TRUSS 4 1 Job Reference (optional) Acams nunoing marenais, oamoro, rL au r i ...... may ... m aeo . r 2-" 5-9-8 10-9-2 15-8-8 1$ 1 ¢8 2-" 3-9-8 4-11-10 4-9-6 0-4-0 20 n 3.4 0 2.4 II Scale • 1:20.0 3 Oa0 // 4 5 0 7 32.2 3.4 // 2.4 II 12 11 2114 II 2-" + 5-9-8 15-6-8 2-" 3-9-8 9-9-0 0-4-0 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/de8 Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.03 1.12 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.12 8-9 >940 360 BCLL .0.0 Rep Stress Ind YES WB 0.38 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight 102lb 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS (lb/size) 8 = 314/Mechanical 9 = 1249/0-8-0 Max Horz 9 = 191(load case 4) Max Uplift 8 =-75(load case 3) 9 =-291(load case 2) FORCES (lb) -First Load Case Only TOP CHORD 1-2 = 91 23 = 235 34 = 403 4-5 = 397 5.6 = 57 6-7 = 0 6-8 = -214 BOTCHORD 1-12 = 4 11-12 = 0 10-12 = 60 2-13 = 47 10-13 = 50 9-10 = -46 8-9 = 68 WEBS 3-13 = 59 5-8 = -15 4-9 = 385 3-9 = 465 5.9 = 596 NOTES (5) 1) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=S.Opsh BCDL=S.Opsf; Category 11; Exp B; enclosed;MWFRS interior zone; cantilever left exposed :Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Refer t0 girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 8 and 291 lb uplift at joint 9. 5) Segn: 407072016, Date:6/5/2004 LOAD CASE(S) Standard jL4.'g-. JUN 11 2004 Job Truss Truss Type Oty Ply (dg) Shoemaker ConsUSanford 310105 A07A ROOF TRUSS 1 1 Job Reference (optional) D.IeV s May Je LYVJ MI I ex Inousines, inc. rn Jun 11 iu:0e:Lr zuuq rage 1 2-" 5-9-8 ( 10-9-2 15-6-8 1 Orb 2-" 3-9-8 4-11-10 4-9-6 0-4-0 2.4 II 3.4 = 2.4 II 1 2.4 — 2 7 4 6 TI W2 W3 W2 W4 W4 W2 II it II B3 6 214 II 3x6 = 3a8 = 2.4 11 2a4 II 2.4 11 2-" 5-9-8 15.6-8 15 10r8 2-0-0 3-9-8 9-9-0 0-4-0 LOADING(psf) SPACING 2-" CSI DEFL in (loc) 1/de0 Ud TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.02 6-7 >999 360 TCDL 20.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.13 6-7 >883 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) 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 puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. JOINTS 1 Brace at Jt(s): 8 REACTIONS (lb/size) 6 = 417/Mechanical 7 = 946/0-8-0 Max Uplift 6 = -62(load case 3) 7 = -226(load case 2) Max Grav 6 = 417(load case 1) 7 = 946(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 140 2-3 = 140 3-4 _ -59 4-5 = 0 4-0 _ -215 BOT CHORD 7-0 = 0 6-7 = 196 WEBS 1.8 = 9 3-6 = -176 2-7 = -384 1-7 = -191 3-7 = -430 NOTES (6) ' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=S.Opsf; BCDL=5.0psf; Category 11; Exp B: endosed;MWFRS Interior zone; cantilever left exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 6 and 226 lb uplift at joint 7. 6) Segn: 407072017. Date:6/5/2004 LOAD CASE(S) Standard PLATES GRIP M1120 249/190 Weight: 91 lb J� JUN 1 1 QppA Scale • 1:27.1 Job Truss Truss Type Oty Ply Shoemaker Const/Sanford 310105 A078 ROOF TRUSS 1 1 �(tg) Job Reference (optional) Adams Bunning Matenais. Santora. I-L 3"!r/1 b.IOU a May 30 2UU3 MI I ek Inaustnes. Inc. Fn Jun 11 IU:bU:21 Z004 Page 1 3-9.8 8-9-2 13-6 8 14-10r8 3-9-8 4-11-10 4-9-6 0-4-0 2.4 11 3.4 = 2.4 11 Scala • 1:27.1 13YA— 2 3 4 5 t W2 W3 W2 Wd W4 W2 II 11 II e 133 2a4 II 3.5 = 3,e NA 11 2x4 11 2.4 11 3-9.8 ( 13-" 1310r8 3-9-8 9-9-0 0-4-0 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.02 6-7 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.13 6-7 >883 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 HOR(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight: 91 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 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. JOINTS 1 Brace at Jqs): 8 REACTIONS (lb/size) 6 = 417/Mechanical 7 = 946/O-8-0 Max Uplift 6 = -62(load case 3) 7 = -226(load case 2) Max Grav 6 = 417(load case 1) 7 = 946(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 140 2-3 = 140 3-0 = 59 4-5 = 0 4-6 = -215 1 BOT CHORD 7-8 = 0 6-7 = 196 V/ WEBS 3-0 = -176 2-7 = 9 JUN �1-89 3-7 = 30 1 = 9 i 2M4 1-7 = -191 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=5.Opsf; BCDL=S.Opsf; Category II; Exp B; endosed;MWFRS Interior zone; cantilever left exposed ;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 62 lb uplift at joint 6 and 226 lb uplift at joint 7. 6) Segn: 407072018, Date:6/5/2004 LOAD CASE(S) Standard Job Truss Truss Type Oty, Ply Shoemaker Const/Sanford 310105 A07C ROOF TRUSS 1 1[11g) ob Reference (optional) Adams Building Materials, Sanford, FL 32771 5.100 s May 30 2003 MiTek Industries, Inc. Fri Jun 11 10:50:28 2004 Page 1 1-941 i 6-9-2 ( 11-" 11-1q-8 1.9-8 4-11-10 4-96 0-4-0 2.4 II U4 = 2.4 11 Scab - 1:27.0 1 3.4 — 2 3 4 5 1 W2 W2 w4 W4 W2 u e 4 II 83 2,4 II us = 3.e = W 11 2M 11 1-9-8 ( 11-" 11-10; 8 1-9-8 9-9-0 0.4-0 Plate Offsets MY): 16:0-2-0,0-16),18:04-0.0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udall Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.00 6-7 >999 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.12 6-7 >923 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC20011ANSI95 (Matrix) Weight: 781b 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 puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. JOINTS 1 Brace at .14s): 8 REACTIONS (lb/size) 6 = 48210-3.8 7 = 682/0-8-0 Max Uplift 6 = -69(load rase 3) 7 = -131(loadcase 2) Max Grav 6 = 482(load case 1) 7 = 682(load case 6) FORCES (lb) - First Load Case Only TOPCHORD 1-2 = -11 2-3 = -11 3-4 = -57 4-5 = 0 46 = -212 BOTCHORD 76 = 0 6-7 = 280 WEBS 36 = -285 2-7 = -307 3-7 = 345 16 = -46 1-7 = 23 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=S.Opsf; BCDL=S.Opsf; Category II; Exp B; endosed;MWFRS interior zone; cantilever left exposed ;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 69 lb uplift at joint 6 and 131 lb uplift at joint 7. 5) Segn: 407072019. Date:615/2004 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply (Ug) Shoemaker Const/Sanford 310105 A07D ROOF TRUSS 1 1 Job Reference (optional) Adams nulling matenals, samora, I-L 3zrn b.luu s may su zuuj mi l ex maustnas. mc. rn run 11 1wou:zu zuuq raga 1 4-10-8 i 9-9-0 4-10-8 4-10-8 3.4 = 2M4 If S d. • 1:22.5 2 3 T1 W1 N2 W2 W1 B1 3x5 = 3.5 = 9-9-0 9-9-0 Plate Offsets (X,Y): 14:0-2r1,0-1.81, (5:0-2.4,0-1-81 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/de8 Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.18 4-5 >628 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.14 4-5 >839 360 BCLL 0.0 Rep Stress Ina YES WB 0.21 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight: 56 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 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 5 = 473/0-4-0 4 = 473/Mechanical Max Uplift 5 =-169(load case 2) 4 =-169(load case 2) FORCES (lb) - First Load Case Only TOPCHORD 15 = -176 1-2 = 52 23 = 52 3-4 = -176 BOT CHORD 45 = 320 WEBS 25 = 328 2-4 = 328 NOTES (5) 1) Wind: ASCE 7-98: 120mph; h=15ft; TCDL=S.Opsf; BCDL=S.Opsf; Category II; Exp B; enclosed;MWFRS Interior zone; cantilever left and right exposed ; porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 to uplift at joint 5 and 169 lb uplift at joint 4. 5►Segn:407072020,Date:6/5/2004 LOAD CASE(S) Standard v Mdy 29 04 02:51p ROD FACEMYER G14YIICY�'4WP4-167 p.1 Florida Department of Community Affairs ~ EnergyGauge FlaCom v1.22 FORM 40OA-2001 Whole Building Performance Method for Commercial Build Jnrisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Short Dese: Auto man Owner: Auto Train Project: Locker Room Address: 600 Persimmon ave City: Sanford State: FL Zip: 32771 Type: Warehouse (storage) Class: New Finished building Component Gross Energy Use Other Envelope Requirements - A PerinitNo: o Storeys: 1 GrossArea: 960 Net Area: 960 Max Tonnage: 4 (if different, write in) Compliance Summary LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? Design 94.32 Criteria Result PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES Yes/No/NA IMPORTANT NOTE: An input report print -Out from EnergyGauge 'p7aC omof this design building must be submitted along with this Compliance Report V29/2004 EnergyGauge FlaCom FLCCSB v1.Z2 1 May 29 04 02:51p ROD FHCEMYER 407-322-3255 p.2 COAMIANCE CERTIFICATION: 1 hereby certify that the plans and specifications covered by this calculation are in Review of the plans and specifications covered by this calculation indicates compliance compliance with the Florida nergy Efficiency Code. with the Florida Energy Code. Before construction is completed, this building will be ,! inspected for compliance in accordance with Section 553.908, F.S. PREPARED BY: BUELDING OFFICIAL: y DATE: S` 02 F1 O fi DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER AGEN DATE: t o— O J 'zi tZ If required by Florida law, I hereby certify (•j that the system design Is In compliance with the Florida Energy Code. REGISTRATION ARCHITECT: No, ELECTRICAL SYSTEM DESIGNER LIGHTING SYSTEM DESIGNER: MECHANICAL SYSTEM DESIGNER: - PLUMBING SYSTEM DESIGNER: N Signature Is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used plans. where all relevant information is contained on signed sealed 5/29/2004 EueraGwp FlaCom FLCCSB v1.22 Mzry 29 04 02:51p ROD FRCEMYER 407-322-3255 p.3 Project: Auto Irian Title. Locker Room Type: Warehouse (storage) Location: SANFORD, SERMOLE COUNTY, FL (691500) (WF.A File: Orlaudo.TMY) Design Reference Total 94.32 100.00 ELECTRlCITIr 94.32 100.00 AREA LIGHTS 2.95 2.95 PUMPS & MISC 0.21 0.21 SPACE COOL 15.58 21.26 VENT FANS 75-% 75.59 Credits & Penalties (if any): Modified Points: = 94.32 PASSES Project: Auto than Title. Locker Room Type: Warehouse (storage) Location: SANFORD, SEMINOLE COUNTY, FL (691500) ;WF.A File: Orlando.TMY) Other Envelope Requirements Item Zone Description Design Limit Meet Req. ?rOZolRfl PrOZol Exterior Roof - Max I Limn 0.03 0.09 Yes Meets Other Envelope Requirements i/29n004 EnergyGauge FlaCom FLCCSB v1.22 3 May 29 04 02:51p ROD FRCEMYER 407-322-3255 p.4 Description Category Allowance Area or Length ELPA CLP (W/Unit) or No- of Units (W) (W) (Sgft or ft) None �I Project: Auto trian Title: Locker Room Type: Warehouse (storage) Location: SANFORD, SEMMOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) - Lighting Controls Compliance Acronym Ashrae Description Area No. of Design Min 1D Compli- (sq.ft) Tasks CP CP ante PrOZo1Sp1 0 Unclassified 960 1 2 2 PASSES PASSES Project: Auto trian 'title: Locker Room rype: Warehouse (storage) Location: SANFORD, SENMOLE COUNTY, FL (691500) (WEA File: Orlaado.TMY) System Report Compliance PrOSYl System 1 Constant Volume Air Cooled No. of Units Single Package System < 1 Component Category Capacity Design EB Design 1PLV Comp- Eff Criteria IPLV Criteria fiance Cooling SYstcm Air Cooled < 65000 Btu/h 9.70 9.70 Cooling Capacity PASSES Air Handling Air Handler (Supply) - 0.80 0.90 System -supply Constant Volume PASSES 5/29/2004 EncrgyGauge FlaCom FLCCSB v1.22 4 May 29 04-02:52p ROD FRCEMYER 407-322-3255 p.5 Plant Compliance Description Installed Size Design Mid DEEesign No Eff ER pL Category Comp IPLV IPLV liance None Water Heater Compliance Description Type Category, Design Min Design Mal Comp Eft Eff Loss Loss fiance None Category Pipe Dia Is Operating Ins Cond Ins Req Ins Pitches] Ranout? Temp [Btu-in/hr Thick fin] Thick [inj [17 .SF.Fj None 5/29/2004 EneigyGaoge FlaCom FLCCSB v1.22 5 A Ma�j 29 04 02:52p ROD FRCEMYER 407-322-3255 p.6 FmJect: Auto man Title: Locker Room Type: Warehouse (storage) Location: SANFORD, SEMINOLE COUN Other Required Compliance Category Section Requirement (write N/A in boa if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System Ventilation 407.1 HVAC Load sizing has been een Performed ❑ ADS 409.1 Ventilation criteria have been met El T & B 410.1 Duct sizing and Design have been performed 410.1 Testing and Balancingwill be Performed Electrical Motors 413.1 Metering criteria have been met ❑ ❑ 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O & M 102.1 Operation/maintenance manual will be to ❑ Roof/Ced 404.1 provided owner R-19 for Roof Deck with suDP1Y Plenums beneath it ❑ Report 101 Input Report Print -Out from Ener gyCrauge FlaCom attached? ❑ ❑ /29/2004 EWJVGZW FlaCom FLCCSB VL22 6 (�A]� -� � COUNTY OF SEMINOLE IMPACT FEE STATEMENT ' STATEMENT NUMBEKm 04100008 DATE: July 01, 2004 BUILDING APPLICATION #: 04-10000374 BUILDING PERMIT NUMBER: 04-10000874 UNIT ADDRESS: PERSIMMON AVE 600 TRAFFIC ZONE:O22 SEC: TWP: SUBDIVISION: PLAT BOOK: JURISDICTION: RNG: SUF: PLAT BOOK PAGE: 26-19-30-300-0180-0000 PARCEL: TRACT: BLOCK: LOT: OWNER NAME: CSX�TRANSPORTATION INC ADDRESS: TONWATER STREET JACKSONVILLE FL 32202 APPLICANT NAME: SHOEMAKER CONSTRUCTION CO ADDRESS: 500 WATER STREET JACKSONVILLE FL 32202 LAND USE: CSX/AUTO TRAIN TYPE USE: WORK DESCRIPTION; CITY-SANFORD SPECIAL NOTES: 16 X 60 EXERCISE ROOM (CSX/AUTO TRAIN) ADDITION -------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE -------------------------------------------------------------------------------- ROADS-ARTERIALS CO -WIDE ORD Office < 100K Square Feet 1,545.00 .960 1000gsft 1,483.20 ROADS -COLLECTORS NORTH ORD Office < 100K Square Feet 312.00 .960 1000gsft 299.52 FIRE RESCUE H/A .O0 LIBRARY N/A .0O SCHOOLS H/A PARK.0O S H/A '0O LAW ENFORC[ N/A ' DRAINAGE 00 h/A �O AMOUNT DOE 1,782'72 STATEMENTW21RECEIVED BY: /�1v/ `� L�/��»V��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-BLCG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT **NOTE** ' PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT' PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEE,'':) 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. TPA REQUEST FOR REVIEW MUST MEET THE REOUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE., COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, ` SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD -BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE fOP LEFT OF THIS STATEMENT' ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60'CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST' CALL 407-665-7356' | | | | | / � | | | | | | | |